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HomeMy WebLinkAbout47257-Z �o-*of SouT Town of Southold * * P.O. Box 1179 ion 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46577 Date: 10/14/2025 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 275 Maple St Greenport, NY 11944 Sec/Block/Lot: 42.4-15 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 11/30/2021 Pursuant to which Building Permit No. 47257 and dated: 12/22/2021 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Conversion of an existing accessory garage to an accessory pool house with a half bath and outdoor shower as applied for. The certificate is issued to: Jonnah Hollander , Chad Remus Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-21-1667 2/17/2023 ELECTRICAL CERTIFICATE: 47257 12/15/2022 PLUMBERS CERTIFICATION: EME North Plumbing 12/6/2022 A hors ed Si at e �o�SUf Fkt TOWN OF SOUTHOLD ay BUILDING DEPARTMENT h x TOWN CLERK'S OFFICE "oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47257 Date: 12/22/2021 Permission is hereby granted to: Hollander, Jonnah 461 Dean St Apt 22E Brooklyn, NY 11217 To: alter an existing accessory garage to an accessory pool house as applied for per SCHD approval. At premises located at: 275 Maple St. Greenport SCTM # 473889 Sec/Block/Lot#42.-1-15 Pursuant to application dated 11/30/2021 and approved by the Building Inspector. To expire on 6/23/2023. Fees: ACCESSORY $272.80 CERTIFICATE OF OCCUPANCY $50.00 Total: $322.80 B ' ing Inspector pF SO�T�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(a)-town.southold.ny.us Southold,NY 11971-0959 Comm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Jonnah Hollander Address: 275 Maple St city:Greenport st: NY zip: 11944 Building Permit#: 47257 section: 42 Block: 1 Lot: 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Home Owner License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat' Duplec Recpt 11 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water 30A GFCI Recpt Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 16 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights 6' Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 11 4'LED Exit Fixtures Sump Pump Other Equipment: Mini Fridge, 100A Panel 40 Circuit/ 17 Used Notes: Pool House Inspector Signature: — Date: December 15, 2022 S.Devlin-Cert Electrical Compliance Form Town E3a11 Annex Telephone(631)7654802 $4375 l IBIa Road;...... Fax(631):765-9502 P O Box 1179 Southold,NY 11971-0954 DEC 0 7 .2022 BOLDING:DF-PART NT TO"OF SDUMOLD SUIWING DEPT. . TOWN OFSOU11-IOLD .CE>l.2TIF;ICATIQ:IY Date ..� ...:.. d.�,... Bu W ng.;PenmitI No:. 4 Owner: O \CA t�- (Please print) Plumber (Please print) I.certify that:the so.ider.used In the water supply system contains.less:than 2L10 of 1% lead. (Plumbers Slgriature) Sworn to before me tT;is day of v CONNIE D.BUNCH Notary Public,State of New York No.01BU6185050 l � Qualified in Suffolk County� (�a� Commission Expires pn � - Notary Public Cc q*l . .............. ........................ _................. ..._ .. ..... ......... ... . ............._......................................... ._....... .................. �pF SOUIy # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATI0WCAULKING [ ] FRAMING /STRAPPING [ I FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS- v�rh�n av vw� h rv). 11 K IhJ�K V �cm� A-V Ur DATE DJA U 61 YY INSPECTOR OF SOUTyO L4 71,5 2 a7 AF cJ 7 7 /� f } TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ . ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION �[j ] PRE C/O [ ] RENTAL REMARKS: `I'GOL -�-layF DATE IZ /� 'LZ INSPECTOR l OF SOUTyolo l ��� � 1/� P(� TOWN OF SOUTHOLD BUILDING DEPT. �o • ,� 6 Z �yco 765-1802 �' 3 INSPECTION [ ] FOUNDATION 1ST [ ] ''ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ `] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] ,FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] ,FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Tc(y ovse -�eJ ic, o K DATE ANSPECTOR ��G' AM P Architecture Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build April 141h, 2023 ((O APR 1., 9 2073 RE: Hollander �--� L� J,� 275 Maple StreetUII_E7rRr(;���epl. =_' Greenport, NY 11944 }VYNOFS*016� ()Ir) To Whom It May Concern, Based on my inspection at 275 Maple Street,the framing and strapping, rough plumbing, self-closing gate and the insulation were all completed and installed per NYS Building Code. Please contact our office if you have any questions. Thank you, Anthony Portillo, RA, LEED AP A M P Architecture Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build April 14th 2023 E G 1 D APR 19 i2G23 Re: Hollander Pool House 1 I'll �j) 275 Maple Street OIJILUH�U#)L-pT. Greenport, NY 11944 To Whom It May Concern, Attached are pictures of the storm shutters required per John's inspection y 4 -M, Aq k- 44 �44 *emsV N-V 7", v7t N!*Alll Regards, ell)Aij)n A Anthony Portillo, RA rp 37413 0 A AM P Architecture, I ChIleCtuI e Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build DEC 2 1-x99 December 20, 2022 BUILDING TOWN O 6 LD RE: Hollander Residence 623 Maple St Greenport NY To Whom It May Concern, Based on my inspection at 623 Maple St,the framing, rough plumbing, and insulation were all completed per Architectural plans and NYS Building Code. Please contact our office if you have any questions. Thank you, Anthony Portillo, RA, LEED AP :ED AY �.,� C ON� ' l M. a0 �Yis ` $ 0 � "9� 0374©�,/,r FIELD:INSPECTIONRP RT'. DATE COMMENTS FOUNDATION:.(1ST); LA y --------------------------- FOUNDATION'(2ND)' ROUGH FILMING Pilum- v` INSULATION.ARN.-Y. . . . �3. STATE ENERGYtOD �rbn ': CGY'�. :. i � bt FINAL A,DD:'I'IONI.CCf�Vl1VIENT$ : 7,7 l 0 y ..I f F7y =oy�g�FFOl��OGy` TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Qy'o� Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: III�J" NOV 3 2021 Applications and forms'must.be filled out in.their entirety ricomplete .applications will not be accepted..Where the,Applicant is not the owner,an BUILDING DEPT. Owner's Authorization form(Page 2)shall be completed'. TOWN OF SOUTNOLD Date:11/29/21 ..OWNER(S)OF PROPERTY: Name:Jonnah Hollander scTM#1000-42-01-15 Project Address:623 Maple St GreenportYNY 11944 Phone#:203-434-3878 Email JGH1130@gmail.com Mailing address:623_Maple St Greenport NY 11944 CONTACT PERSON:. NaPmeAMP Architecture, Jess Magee Mailing Address:1075 Franklinville Rd Laurel NY 11948 Phone#:516-214-0160 Email:jmagee@amparchitect.corn 'DESIGN PROFESSIONAL INFORMATION: Name:AMP_Architecture, Anthony Portillo_ „m Mailing Address:1075 Franklinville Rd Laurel NY 11948 Phone#:516-214,0160_ _ __TE pportil 1p_@ rgparchitect.corn CONTRACTOR INFORMATION:` Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: Other 150 $ Will the lot be re-graded? ❑Yes 9No Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY,INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ©No IF YES, PROVIDE A COPY. kI 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 issuanceof 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 ordemolition 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 n me):AM Architecture, Jess Magee BAuthorized Agent ❑Owner Signature of Applicant Date STATE OF NEW YORK) SS: COUNTY OF Suffolk ) AMP Architecture, Jess Magee being duly Sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the agent (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.A211&" BARBARA H. TANDY i Sworn before me this Notary Public,State Of New York No. 01 TA6086001 ' t Qualified In Suffolk County CZ9 day of N 20 02 ( Commission Expires 01/13/20 a3 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) PILLWL S-ee af I-0 ulod 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 Building_Department Application AUTHORIZATION (Where the Applicant is not the Owner) residing at �1.5 J uLt-S4/u-4 61�" 275 fl4a#<- (Print property owner's name) (Mailing Address) -eQ�"�) l r&Xba✓�—, Nl�j (I gi 4H do hereby authorize AW Architecture (Agent) to apply on my behalf to the Village of Greenport Building Department. TOW wner's Signa e) (Date) (print Owner's Name) 1, sp BUILDING DEPARTMENT- Electrical I ector l z S O�� CMG TOWN OF SOUTHOLD o - Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 4 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.gov — seand(cDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN IN MATION (AII Information Required) Date: /4Z� Company Name: n Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATI N (All Information Required) / Name: ��// der Address: .e Cross Street: Phone No.: Bldg.Permit q rl Z> S email: Tax Map District: 1000 Section: Block: Lot: BRIEF D SCRIPTION OF WORK, INCLUDE QUARE FOOT G(E please Print Clearly): o o `t'C Square Footage: Circle All That Apply: Is job ready for inspection?: 9YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 FJ2 H Frame Pole Work done on Service? Y nN Additional Information: PAYMENT DUE WITH APPLICATION ho S( t1�) - BUILDING DEPARTMENT- Electrical I ector TOWN OF SOUTHOLD O G� tsC= �i Town Hall Annex - 54375 Main Road - PO Box 1179' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(o)southoldtownny gov- seandCa southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFO MATION (All Information Required) Date: 2 Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec:Address.: JOB SITE INFORMATI N (All Information Required) / Name: 1tgn 01":5v- l/1 Address. �2 :7 C-::5 e Cross Street: Phone No.: Bldg.Permit#: `j email: Tax Map District: - 1000 Section: Block: Lot: BRIEF D SCRIPTION OF WORK, INCLUDE QUARE FOOTAGE lease Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YES NO Rough In ❑ Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service SizeF1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New ServiceQFire ReconnectOFlood ReconnectOService Reconnect QUnderground00verhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y MN Additional Information: PAYMENT DUE WITH APPLICATION PERMIT # Address: Switches �I / Outlets GFI's I Surface Sconces H H's F�t UC Lts r V Fans 'Fridge HW ved rfC- r Exhaust I Oven WAD Smokes pW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have / Used Special: Comments LOi(.O'IBRA'FiE. ,I..�Xu.NFYTAAFOF�. Icoo.H]cl.l9 � > NT5'13'26"W 50 ' \ Water lines must be inspected by the � rrrrtt 9'AGLESSORY SETHPLK— � aJ Suffolk County Dept.of Health Services. woorw .eA,DF. oA. ..:FF:,,.T, KTFT.,:Tca• o UYr >< o - - - -. CLEA DUFT DETPIL FOR AREAS NOT SUBJ[Ci TO vEHICUUR TRAFFIC O Qi[r[ Ip`rd1 O Call(632)852-5754,48 hours In " riinm•zoA LA IN A11 VIEWS.CLTEFNATE'A'IS FOR BENM,WERM E-B-IS FOR USE WITH 3L➢C.WENBNN/COIOIECHON I I`(-___ MODIFIED I advance,to schedule inspection(s). 1 f{f{ --T--- 6ARP6E TO >- GLEAN-OUT(C,.OJ DETAIL I I Q 2'.10 Pool HGIJSE `r AR�w°Bfaai.Ao I I MIN. m rr(r I /! ,ai'";' '•^" I Irj Q Vf �I OUTDOOUNDER OVERHANS r R 5HOl�ER < u /amxaC KY IwA T¢aIo'¢.roaU a.e oee I � ------ -- .� 6.0 NEW C.O. rl I �SeUIT*1 8.9'// rI TO GRADE ti ( I I , 'wa'!• 1110 DEMO EXIST. I 8•q'_i I iI 42•POOL BARR IER 19 72 R LOG PROP.WOOD PATIO STONE PATIO % I _ PIPE MATEMAL SMALL BE Air 1 j Q I CAST IRON EXTENDING 2'MIN. R ,. _LE©L3T.• .jS01 _ Irl .q B.O' / tl FROM�IILDINS FOUND ON / 1 SELF CLOSING GATE THE POOL HOUSE 15 I EXIST.2 57RY CONNECTINS TO THE EXIST. •� II 23 �^ T :. OIL FILL(OIL TANK n FRAME DYELLING 111 I HOUSE SEWASE AND - 2 pq -� -D I WATER LINES V011GH ARE s i23 - .. .. 2 W a F IN BASEMENT;NO 1 N 11 CONNECnD TO .v 94! - i ,Z GAS ON 5ITTJ SREENPORT:EVER $ > ._ 't' _ -. __ ra'.L --• Y e SYSTEM. - sT (SOJ; � ... t('- 'pl 25.4' '[ I I NO P FOR IOOL.PROPOSED D'VIAME TO BE 4'DEEP, a y7} GONG.POFRGH a 8'DIAMETER. I I �i IE I if QR� � 04�8 � >j = � �r UNION FREE SCHOOL ,. '.Fri IG ,• O.T NO.ID I ,p 1 W I I Q PROJECT. AERIAL PHOTO / 5 9^I3'26" _ _ 51L1J p HOLLANDER H� n rn OOL&POOL HOUSE SIJFPOLK COUNTY HEALTH DEPARTMENT APPROVAL EDGE!OF PAVEMENT 623 MAPLE STREET GREENPORT•NY,11944 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 'S FORM REQUIRED DRAWINGnTLE: PERMIT FOR APPROVAL OF CONSTRUCTION FORA I 'GRmaPORT 5EKAGE LINE sTTE PLAN ----------- SINGLE FAMILY RESIDENCE ONLY MAPLE S TRE E T PACE: b DATE ,oJzvzoz, H.S. F. O. R-21-1667 SP-100 APPROVED - y . . o v m .� DATE 1014 z1 1OF1 FOR MAXIMUM OF 11 N/A BEDROOMS -- --- - p... ---'- / EXPIRES THREE YEARI FROM DATE OF APPROVAL 51TE PLAN BGPIL I••10'-0• j f LOT COVERAGE SUFFOLK COUNTY TAX LOT NO. 1000-42-01-15 ZONE R-40 NC ' T a d, DESCRIPTION AREA Rs LOT GO✓ sc.rc vnE j ' TOTAL LOT AREA T$OOA S.F. T, 7 NHS°I3'26°W 50 FXI51I1,15,BUILDING 952.0 SF, 12,41 S'AGL®CORY 9�fGK.ic e ra wT EXISTING PORCH 61.2 SF. O.9% u, iu DETAI-1 .ucex.rz i A CLEANOUT L GOR AREAS NOT SUBJECT TO VEHICULAR TRAGflL �`TE % AS-BUILT POOL HOUSE 43HA b SF. 5 % BI i I Ln UILT A11 NCnS.Ol1EPNfTE'd IS TCW BENDS.AL1ER'uiE-B�IS NIIN BU1G.EyTE�SIBHJCONNECT10N Pc"f' \U I - AS-B POOL 240A 5F. 5.2% �y4� AS-E911 T AS-BUILT GONG.PATIO 28A 5F. 0.4% GLEAN-OUT(G.0)DETAIL iWY" I xrle ms CO TO OUTDOOR SHOWER TOTAL AREA OF ALL STRUCTURES 1-105.2 S.F. 223% I(' E UNDER OVERHANG z MAXIMUM COVERAGE Al=25%(BASED ON VARIANCE) I 1 I ct AS-BUILT DISTANCE TO MAIN HOUSE WASTE it (MEASURED FROM BUILDING) SYSTEM COMPONENT CORNER'A' CORNER.5. MANHOLE I I r I I 1 oq�1 MANHOLE 96A' 21A' 11 I I 5.0' 22 12 I I I 12'X20-20' II DRAINAGE sr5TEM CALCULATIONS 11.7 1 � 2(1.4 POOL HOUSE ROOF(PROPOS[D)=456 5q.Ft 455 Sq.R.X 0.11(2'STORM EVENT)--14.46 Sq.Ft. 1 I I T4.46/2b3=2.63 VERTICAL FT.OF H'DIA POOL REGUIRED ADD 2 VERTICAL FT.OF V DIA POOL FOR PROP05W POOL 1 O I 42'POOL BARRIER 8 PROVIDE 0)V DIA.X 5'STORM DRAIN POOLS I I I l e (N 'O. I I 5 6' T O.OI-j I k oly/ DRYWELL/DRAINAA STION 15RE NOTEI CONG.IPATIO A MINIMUM 10'SEPARATION IS RENOT ED BETV�4 5 O, 1 151 Y N O 1 El MATERIAL 15 CAST IRON 8 LATERALS/MAINS/SEPTIC-/LEAGHIN /SEWER/WATER AND THE EDGE OF EXTENDING 2'MIR FROM ALL STORMWATER DRAINAGE LEACHING STRIIGNRES I 111 g q .. _' —.. zrz_- a T; 2b.1 - ' GI0151W OATEN a PR .g 1 1 C t7�,T 11 `�!'hT £S•'iq 1 p�I {� ,- 1 I I PLAN OOL HOUSE 15 0 4g EXIST.2 STRY I HOUSEGONNEC l TO THE ANDAND OIL FILL(OIL TANK EXIST. C 13 K 1 1 22 a L mod' m FRAME DWELLING U1 I WATER LINES NNIGH ARE £ 9g q8 �p;y� ' IN BA--El NO I ry I 1 CONIAECTED TO $ a a Ii 6A5 ON SITFJ GREENPORT 5EYER 04 pf„• J 'Z SYSTEM. • ;S'4 jj - — I NO EXISTING 0RYWELL 3 tc /I I FOR POOL; E IS 5' s cj t j K �.Ya _n j _ ,< I ra. - GOVBOR I DEEP.6'EllTOPDIAMETER. 1 5' J GONG.PORCH a GONI�GT®TO POLL n n 1 i d ' D 6 ' I ¢� I6.0' D 1 WATERO AND COLLECT _ `r • � Z; N WATER OFF. PROPOSED _ (< I POOL HQ/SE. s�D iSa� I � K I WO a ff, :- ,�• +" .tip i ppUr/ � 3 V I • ea t L 1 f O�''E 1 ID z PROTECT: ! c 5 .13,26,11 fit_ _ 5 p HOLLANDER AERIAL PHOTO N rn POOL&POOL HOUSE G• SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL 623 MAPLESTREET EDGE OF PAVEMENT GREENPORT,NY,11944 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES „F�„�,a�,,,� DRAW NG LE• APPROVAL OF CONSTRUCTED WORKS sTTE PLAN w>m avnrn Aro OREENPORT SEYNFiE LINE DATE_ 2/17/2023 H_S Re(No., __ R-21-1667 The—age disposal and•Haler SePFIy taohlies MAPLE STREET PAGE al Il bcamn have dour,,mpectEd dno,o: Ler6Ted by IN,dePaNmentDr.the:ace— SP-100 and found to.e satisfactory A% CRAIG KNEPPER _f"____ rlllll 1 1 I -�ql DATE DI/]9/23 1 OFS PE.CHIEF OFFICE OF WASTEWATER MANAGEMENT SITE PLAN i NOTES $ 5f=EG 1 F I GAT[Q N5 CARPENTRY WOOD FRAMING MATERIAL STANDARDS 6LA55 WINDOWS AND DOOR5 ABBRE Y I AT I O I VS IT IS THE CONTRACTOR'S RESPONSIBILITY TO f:EEP THIS CONSTRUCTION DOCUMENT 15MED 1. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 4 BETTER (Fb = 675) UNLESS THE: PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL &LASS TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. _ 0 TOSETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. BOARD INSUL. INSULATION Q [- PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER I SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IV' ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TE5TIN6 BY AN APPROVED CLEARANCES ARE PROVIDED. BFE BASE FLOOD ELEVATION INT. INTERIOR W Z O 6" MIN. FOUNDATION EXPOSURE. AGENCY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. ALL 5LIDIN6 6LA55 DOORS, SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED J %-I GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT WITHIN 15" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, BLDG. BUILDING K KIPS (I000 LBS) W V1 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAIINED FROM THE, PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) Vxb",UNLESS (1) Vxb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD UNLESS OTHERWISE NOTED. BM BEAM MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS 'Q L1J �; APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEI6HT5 WITH THE EXISTING STRUCTURE. COUNCILS HOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS APPLICABLE AS A DERIVED WORK). 4. ALL 6LA55 UNITS SHALL, BE INSTALLED IN STRICT ACCORDANCE WITH ! Z 4. AT FLUSH FRAMING USE 16 &AGE METAL JOISTS HANGERS BY TEGO OR MANUFACTURER'S SPECIFICATIONS. B.O. BOTTOM OF MAX. 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMIAN LIKE MANNER. MAXIMUM H' ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXI5TIN6 O 0 EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, 80T. BOTTOM MECH. MECHANICAL -j z STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW PORK STATE J = _- 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES,6YP5UM, HARDBOARD, AND STRUCTURAL ENERGY CONSERVATION CONSTRUCTION CODE. -IF H J 3. ALL WORK SHALL CONFORM To NATIONAL, STATE, AND 1LOCAL CODES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING B.O.W. BOTTOM OF WALL ��MIN. MINIMUM AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH I.6. 6. PROVIDE FLASHING PANS UNDER ALL 51-I1MIN6 &LA55 DOORS, WINDOWS, OR 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, ANY OTHER TYPE OF &LA5s5 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. G.J. GEILIN6 .JOIST � NAVD68 NORTH AMERIGAN VERTICAL DATUM OF Ig86 O O O 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, LA m OF THE OWNER'BUILDER '1. ALL EXTERIOR DOORS A,RE TO BE WEATHERED STRIPPED AND PROVIDE ALL COL. COLUMN NYC BG NEW YORK CITY BUILDING CODE INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED I }- CI' m 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER 6RADIN6 OR INSPECTION A6ENGY 50REEN5 AND HARDWARE INECE55ARY FOR PROPER FUNCTION OF SUCH UNITS. z 5. ANY OMISSIONS OR DISC OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PRO ORAM, SUCH AS THE GONT. CONTINUOUS O.G. ON CENTER 0 SHALL BE CLARIFIED WITH THE ARCHI17ECT/EN&INEER BEFORE PROCEEDING „ 5. ALL 6LA55 I5 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 6. MIN. HEADER TO BE (2) 2 xl0 UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. DBL. -� DOUBLE OGG. OCCUPANCY �__ 0 WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EASILY DI5TIN6UI5HABLE MARK OR Er q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN516NIA OF THE 6RADIN6 A6ENGY WHICH COMPLIES WITH THE Z 6. NO DEVIATIONS OR CHANOE5 TO THE STRUCTURAL 5Y57EM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Q Uj UNLESS APPROVED BY THE ARCHITECT/ENGINEER. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE -.._ _J 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH DIM. DIMENSION P. GONG. POURED CONCRETE -� 00 "I. CONTRACTOR TO VERIFY DIMENS10145 OF FOUNDATION VNITH FLOOR PLANS ON PAGE 6-003. GENERALLY, SHEATHING IS OF Ii2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTO A I qO.1 STRUCTURAL GLUED LAMINATED THE CHARACTERISTICS OF'THE ANDERSEN WINDOW SPECIFIED. THE > R t O BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. CHARACTERISTICS ARE A5 FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, D.J. DECK JOISTS PL. PLATE z ROUGH OPENING U-FACTOR:, L15HT AREA,VENT AREA, AND E61RES5 _ 6. DRY WELLS AS REQUIRED BY 5TATI_ AND LOCAL CODE`S. FOR ADDITIONAL NAILING OR DIFFERENT NAILI4dG REQUIREMENTS WHEN C).REQUIREMENTS. EA EACH PLYWD. PLYWOOD 1 'J r'I APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED � O q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE fPREGEDENGE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM V5055 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL $E ELEV. ELEVATION P.T. PRESSURE TREATED z II. SUB FLOORING, GENERALLY, TO BE OF 3/4 THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING TEMPERED 6LA55. Q Z � 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 0-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD [-JOISTS, THIS II. EXTERIOR &LAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. EQUIP. EQUIPMENT REQ'D REQUIRED m LL CDDOCUMENT, THE GOVERNING BUILDING GORE AND ANY ADDITIONAL CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION ANUD U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE LL APPROVED EQUAL. EVALUATION REPORT. &LAZED OPENING PROTF-07ION SHALL MEET THE REQUIREMENTS OF THE LARGE EXIST. EXISTING � Ri RI5ER Ln w r'I 11. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHCONY PORTILLO, RA MISSILE TEST OF A57M Elgaib AND A57M EI666 AS MODIFIED BY 2020 NY5 BG r. m LO AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOWT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES SECTION 5012.1.2.1. OARA61E DOOR &LAZED OPENING PROTECTION SHALL MEET EXT. EXTERIOR 1 RM. ROOM PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF THE REQUIREMENTS OF AN ,APPROVED IMPACT-RESISTANT STANDARD OR - ------ -- V O 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF' THE WORK AND IS A5TM D545b STANDARD SPECIFICATION FOR EVALUATION OF ANSI/DA5MA 115. F.A.I. FRESH AIR INTAKE � R.R. ROOF RAFTER 14. PROVIDE X GROSS BRACING AT JOISTS, STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE � lr-- --- �r -� RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED V-O" AND AT EVERY V-O". 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS 12. AS AN ALTERNATIVE TO) NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH FAR FLOOR AREA RATIO STL. STEEL SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN V 5HALL 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OGGUPANGY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND F.A.V. FRESH AIR VENT S.V. SMART VENT LJJ 14. THE CONTRACTOR SHALL KEEP PRE=MISES REASONABLIY GLEAN AT ALL 6-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED ATTACHED TO THE FRAMIN<6 5URROUINDING THE OPENING. PANELS SHALL BE WOOD TRUS5E5 SHALL MEET THE PROVISIONS OF THI5 DOCUMENT,THE PREVRILLED AND SECURED) WITH THE ATTACHMENT HARDWARE PROVIDED AS FF FINISHED FLOOR �TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED 6LA55 W f BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, CORRO51ON-RE515TANT ANID THE ANCHORS SHALL BE PERMANENTLY INSTALLED 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL IT PROVIDE ALL NAILING AND 5TRAPPIN6 ADDRESSED ON PA6E5 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. ON THE BUILDING. F.J. FLOOR JOISTS � THK. � THICK = J_. LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AIND LOCAL CODES 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FOUND. FOUNDATION T.O.W. TOP OF WALL V J AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM _- Q I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORKK AND THE WORK OF FLOOR SHALL NEVER EXCEED A Ib SPAN. WALLBOARD, ASTM 03'7 SPECIFICATION FOR GYPSUM LATH, OR ASTM G'iq FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION 1[Tr TREAD SPECIFICATION FOR 6YP5UM 5HEATHIN6 BOARD.THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER , COMPLETION OF PROJECT. Iq. AT ROUGH OPE:NIN65 PROVIDE ALL APPLICABLE NAILING AND STRAPPIN6 PLUMBING FR. FRAME TYP. TYPICAL AS PER PAGE 6-005. I.-E. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) NX 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLLESS THE OWNER, „ „ MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF SYSTEMS TO NY5 PLUMBING CODE AND NYS DEG REGULATIONS. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED �. 20. P.T. SPECIFIES PRESSURE PRESERVATIVEI_Y TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD SIDING. ARCHITEOVENGINEER, AND THEIR AGENTS AND EMPLOYEE-5 FROM AND WHERE DRILLING AND/OR GUTTING OCCURS FIELD 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. FTC. FOOTING VERT. VERTICAL � ACCORDANCE w/AWPA G22; , A&AIN5T ALL CLAIMS, DAMA6E5, LOSSES AND EXPENSES„ INGLUDIN6 i �.. TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I.8 STRUCTURAL PANELS: ATTORNEYS FEES ARISING OUT OF OR:RESULTING FROM TI'HE PERFORMANCE OF THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LC�55 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOA<INC7 UNTIL THE WOOD 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL GHANGE5 IN DIRECTION GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE (OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.6.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL AND AT BASE OF VERTICAL HASTE PIPES. - - CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN W/ WfTH INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHHER THAN THE WORK MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS,FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND 4. USE 4" CAST IRON THROJI&H FOUNDATION WALL AND PITCHED AT 1/6" PER ITSELF INGLUDIN6 THE LOSS OR USE R.E5ULTIN6 THEREFRO)M). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY FOOT. HDR HEADER WD. WOOD WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION4 OF THE ETC. ANY REFERENCES TO CGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY <OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS,APPLICABLE CODE 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: HNGR HANGER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WH05E ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTESEITHER OF THE FOLLOWING: EVALUATION REPORTS. - DISH WASHER.........................................2" BE LIABLE REGARDLESS OF WHETHER. OR NOT IT 15 CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. A. TRU55 JOIST McMILLIAN I.qE MIGROLAi�t - KITCHEN SINK.........................................2" HORS HORIZONTAL B. 6EOR61A PACIFIC 2.OE 641 LAM 1.5.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND - LAVATORY................................................2" 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET - 5HOWER4MB...........................................2" BUT NOT LIMITED To FORM-WORK, BLOCK-WORK,FRAMING, NAILING, PLACING A. TRUSS J015T MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY - TOILET........................................................5" OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT - LAUNDRY ................................................211 ----- TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN165, SPECIFICATIONS, STANDARD FOR WOOD-BA5ED STRUCTURAL- USE PANELS OR - FLOOR DRAIN..........................................5" INSULATION �I C,I I `�I ®�I I ST J` I ®� I I I TS APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWIN65 22. 1-JOIST FLOOR SYSTEMS SHALL BE IN AGGORDANC.E WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. I `lcJl� I 1 `l I J� I �l ' �( AND SPEGIFICATION5 WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE 60VERNIN& BUILDING CODE, 6. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INCREASED TO 4" - AUTHORIZATION OF THE ARCHITECT/ENOINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.6.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL THROUGH ROOF. -- --- CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY 5hHOP DRAWIN65 REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE -1. PROVIDE FROST-PROOF HOSE BIBS WITH EA51LY AG0E551BLE DRAIN 4 PROPOSED DE515N CODE PRESCRIPTIVE VALUE 4 NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS SAND CONDITIONS 25. NOTCHES IN THE B 7-1 TOP OR BOTTOM EDGE OF SOLID 5AWN RAFTERS SHALL EVALUATION REPORT. DRAIN GOOKS AS REOV. ROS5. 35 SHALL BE PROVIDED WITH BACKFLOW COMPONENT GITAT[ON (PER 2020 NYCEGGG PERTAINING ARE TO BE FIELD VERIFIED. ) GOMPLIE NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAt;";� SPAN. NOTCHES IN THE PROTECTION. VALUE OUTER THIRDS OF THE SPAN SHALL NOT EXCEED o,,c-SIXTH OF THE ACTUAL 1.6.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 20..CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIREM ALL EX15TINO WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUr'PORT5 THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.1 CELLULOSIC 6. WASTE FROM CLOTHES hVASHER5 AND LAUNDRY TUBS ARE TO BE PROVIDED EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM C205 STANDARD SPECIFICATION FOR WITH BACK FLOW PROTECTIIOIN. WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMFAN LIKE MANNER. "7� IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER L�r.'PTH AND THE EDGE OF THE CELLULOSIC FIBER IN5ULATIN6 BOARD. U-VALUE = 0.25 MAX. U-VALUE = 0.32 HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO T+,.. TOP OR BOTTOM EDGES. q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.50 GFM/5F YES 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S 1.6.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN HEALTH DEPARTMENT 5TAMDARDS AND REGULATION5. AIR LEAKAGE = 0.30 GFM/SF PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE SPECIFICATIONS, UNLESS NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. - PE _ iNE 22. PROVIDE FIREBLOCKIN& A5 PER NEW YORK ACGESSUBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 1 10. APPROVAL AND INSPECTION I5 REQUIRED BY LOCAL JURISDICTION PRIOR MIN. R-VALUE = 50 THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE &OVERLAIN& BUILDING CODE, AND ANY ADDITIONAL TO CONGEALMENT OF PLUMEBIN6.HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION FULL HEIGHT OF UNCOMPRESSED INSULATION T25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY GEILIN6 R-VALUE EXTEND OVER THE WALL TOP PLATE AT EAVEOF THE HOLE SFfALL NOT BE CLOSER THAN 5/6 TC- r4E: EDGE OF THE STUD. REPORTS. II. NOTCHING AND BORING GJF STUDS, JOISTS,RAFTERS AS PER BUILDING GORE.UNAUTHORIZED USE UNDER FEDERAL L.AW BY THE ARCHITECTURAL WORKS R-50 BATT INSULATION GEILIN6 AREA SHALL BE LIMITED TO 500 S.F YES COPYRIGHT PROTECTION AGT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OGGUR IN THE SAME GROSS-SECTION. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL 8E PERMITTED (WITHOUT ATTIC SPACES) 20Jb OF TOTAL INSULATED GEILIN6 AREA, 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL NOR ANY POTENTIAL DAMA,6E THEREOF.25. FOR NEW WALLS, A PERFORATED 5HEARINALL 5Y5TEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.-E. WHICHEVER 15 LESS. CODES AND REFERENCE STANDARD: CONTRACTORS ATTENTION 15 DIRECTED TO THE AP-LICABLE DETAILS, PER R402.2.2 4 TABLE R402.1.2 - CLIMATE Z 4 1. ALL NEW WORK PERFORMED SHALL CONFORM E THE 7171AL NEW Y202ORK NOTES, AND TABLES ON PAGE 6-003 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/A5ME B 15.2.1 SQUARE AND ELECTRICAL: STATE BUILDING GODS, 2020 NEW PORK STATE RESIDEN'TI'IAL CODE, 2020 ,. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM �� �, N NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2 020 NEW YORK SPECIFIES THE REQ D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). EXTERIOR (2 xb ) WOOD MIN. R-VALUE = 20 (CAVITY) ~ STATE ENERGY CONSERVATION CONSTRUCTION CODE. SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING EN ROY NATIONAL TIONELEC CO GODS, NFPA '10 AND 2020 NEW PORK STATE [R-:21 GATT INSULATION YE w SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LA& SCREWS: LA6 SCREWS OR LA6 BOLTS SHALL COMPLY WITH AN51/ ENERGY CONSERVATION CONSTRUCTION GODS. FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). A5ME B16.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 2. CONTRACTOR WILL FURN15H A FIRE UNDERWRITERS CERTIFICATE UPON COMPLIANCE 5TATEMENT: 0 WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2010 WOOD FRAME HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. COMPLETION OF WORK. CONSTRUCTION MANUAL BY THE AMERICAN FOREST 4 PAfPER ASSOCIATION 2.2.5. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN (AF$FA) AMERIGAN WOOD COUNCIL (AWG). 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL ME5I6N 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA -72: COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. WOOD POSTING TO BE BLOCKED 50LIP TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, - GENERALLY, VERIFY' OR PROVIDE HARD WIRED 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEEW YORK STATE TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS SMOKE DETECTORS w/BATTERY BACK-UP IN: PLUMBING CODE. WALL H/ STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. SECURE w/ (2) 1/2" 4' ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® A. EACH 5LEEPIN6 ROOM 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 202(0 NEW YORK STATE EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW F:.JND. WALL5). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING 51ZE AND B OUTSIDE OF EACH SEPARATE 5LEEPIN6 PLUMBER CERTIFICATION a MECHANICAL CODE AND 2020 NEW PORK STATE FUEL OAS CODE. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, p WIDE 3 COURSES OF SOLID BRICK MA50NRY CENTERED ® P05TIN6, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL AREA IN THE IMMEDIATE VICINITY OF TABLE R3O 1.7 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE 60VERNIN& BUILDING CODE AND ANY THE BEDROOMS (6E'.NERALLY THE HALLWAY) ON LEAD CONTENT BEFO GLIMATIG OE-OORAPHIC DF-51ON GIRITERIA CODE,NFPA-TO AND 2020 NEW YORK STATE ENERGY CQNSERVATION IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S CERTIFICATE OFOCCUPANt. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBE51,5 _ PROJECT: CONSTRUCTION CODE. STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. C. EVERY LEVEL OF DWELLING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE: MIN.Y4" BENT PLATE 6" LONG (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) SOLDER USED IN WATER GROUND SNOW LOAD 25 L'.B5 w/b" RISE 4 w/(2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LE05 22.5.SPECIFICATI ON FOR DRIVEN FASLS SHALL COMPLY ITENERS: NAILS, SPIKES,STANDARD STAPLES. SUPPLY SYSTE?,,l CANNOT ALLOWABLE H 0 L LAN D E R SET 6 DIST.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. c STRUCTURAL MEMBER BASIC WIND SPEED 130 MPH GENERAL WIND PROTECTION CONNECTION NOTES: 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES EXCEED 2I10 OF 1/o LEAD. DEf'_LEGTION ADAPTED FROM STANDARD FOR HURRICANE RE515TANT REE51MENTIAL 6YP5UM WALL BOARD SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE RAFTERS HAVING SLOPES 6R:EATER THEN 5/12 EXPOSURE CATEGORY B POOL HOUSE CONSTRUCTION;55TD 10- 11 AND 2016 550 H16H WIND EDITION WOOD FRAME I. 6YP5UM WALL 50AR.D SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT AND ANY ADDITIONAL REQUIREMENT5 AS SET FORTH IN THE L/I60 CONSTRUCTION COMPOUND METHOD. MANUFACTURER'S CODE EVALUATION REPORTS. W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNIDATION WALLS, �9 �+ [IT'D FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED. 2. ALL &YP5UM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLESS 2.2.1. SCREWS: 50REW5 SHALL COMPLY WITH AN5I/A5ME B 15.6.1 APPROVED AS 1" � 'D INTERIOR WALLS 4 PARTITIONS H/IaO 2. APPROVED CONNECTORS, OTHERWISE NOTED. WATER RESISTANT (W.R) AT E'ATHROOM5 AND WHERE WOOD50REWS (INCH SERIES). - WEATHERING SEVERE ANCHORS AND OTHER FASTENING DEVICES NOT DEEMED APPLICABLE. 623 MAPLE STREET INCLUDED IN THE STANDARD BUILDING GORE, SECTION[ 2506 OF IBC SHALL DATE: �,1W #.-.�_� _ COMPLY WITH ALL CODES OF FLOORS 4 PLASTERED GEILIN65 L/360 „ BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOAR'? ON GEILIN6 AND WALLS INSULATION �- . � NEW YORK STATE & TOWN CODES FROST LINE DEPTH 3-O GREENPORT, NY, 11944 (WHERE APPLICABLE) AT HEAT PR.ODUCIN6 EQUIPMENT TO EXTEND THREE FEET I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED LE' P,Y"-' AS REQUIRED AND CONDITIONS OF ALL OTHER STRUCTURAL MEMBER5 L/240 3. METAL PLATES, CONNECTORS,RS, 5C BJE BOLTS AND NAILS EXPOSED IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING FIBEROLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. ''iOTIFY BUILDING DEP;AF ENT TERMITE MODERATE TO HEAVY DIRECTLY L THE WEATHER S SUBJECT To SALT DCORROSION0ALNIIN COASTAL EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. '65-1802 8 AM TO 4 P'M )R THE R DRAWING TITLE: AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. CONCRETE PANELS OF 5/6" THICKNESS MINIMUM. OLLOWING INSPECTION: EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION - FOUNDATION - TWO R. JIRED I +� 'viNG BOARD GENERAL NOTES 4. FIN15H JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGE5 SHALL BE WALLS FROM b" BELOW GRADE TO 24" BELOW &RAVE IF DESIRED BY EXTERIOR WALLS - WIND LOADS W/ BRITTLE FIN15HE5 L/240 5HEATHIN6 AND E TOP, FRAMING ANCHORS OR CONNECTORS HE SHALL D TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE FOR POURED CONCRE I I ' ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS SPyT £� �v TRUSTEES AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FOUNDATION WATERPROOFING. ROUGH - FRAMING & I MBING EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FIN15HE5 L/120 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: INSULATION STRUCTURAL DESIGN CHARTS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING -- RAFTERS EXCEPT WHERE COLLAR. TIES OF I xb OR 2 x4 LUMBER 15 ALL OPENINGS. - q" R-50 FOR FLAT GEILIN65 FINAL - CONrTRUCT1101 JUST LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE - 5.25" R-500 FOR VAULTED AND CATHEDRAL GEILIN65&-003. - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION:: �, :: CONSTRUCTION SHE MEET THE BE COMPLETE FC i CCFTEiRS. - 5.25 R-21 FOR 2 xb WALL CONSTRUCTION STRUCTURAL DE51 CAN LOAD PAGE: �:.L 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RLAFTER BEARING. MECHANICAL CONNECTIONS: - 5.25" R-21 FOR FLOORS FQUIREMENTS OF THE C S OF NEW E_ t)RK STATE. NOT RESP ;1ER ERRORS. 00CUPANCY OR USE � LIVE LOAD 1 DEAD LOAD OR "I. FLOOR TO FLOOR HOLD-DOWNS 70 BE PROVIDED EVERY 46 AND EVERY I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE DESIGN OR CONSTRUCT[ ERRORS. I 1 16" WITHIN 4' OF EXTERIOR CORNERS. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. G-002mOO 6. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 2. THE SU55TITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED Blower door USE IS UNLAWFUL EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER BY 'SIMPSON" MANUFACTURER. and ductwork NITHOUT CERTIFICA� OF J" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE DECKS 40 psf 15 psf PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES testing required. /� DATE: 11 24�21 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF '7" IN CONCRETE/MA50NRY INDICATED IN 'SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL OF OCCUPANCY � 2 OF 5 FOUNDATIONS. ANCHOR B G OLTS SHALL BE LOCATED WIITHIN 12" OR ORNER5 LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY PA55ANGER VEHICLE 6ARA&E5 50 psf AS PER PLAN AND AT 5PACIN6 NOT EXCEEDING 4' ON CENTER. LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY "SIMPSON" 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED ; LUMB�I''� ATTICS WITHOUT 5TORA6E (MAX CLEAR HOT < 42"9 10 psf 15 psf 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER Must provide Manuals ALL PLU%151 vca {:. STE RETAIN STORM WATER RUNOFF ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf � 15 psf MANUFACTURER 5PEGIFICATIONS OF THE PRODUCT BEING INSTALLED. 1 and S as per &WATER Lire"::: I'.;ED► Dt TES'�I�IG:BEFORE CGJERi. PURSUANT TO CHAPTER 236 ROOMS OTHER THAN SLEEPING ROOMS 4o psf 15 psf 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER Ny$ �I1er0j Code OF THE TOWN CODE. SPECIFICATIONS OF THE PRODUCT BEING 1145TALLED Ery 5LEEPIN6 ROOMS 30 psf 15 psf 1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY ARCHITECT STAIRS 40 psf 15 psf 1 6. ALL CONNECTORS SPECIFIED AS A 'SIMPSON" TOP MOUNTED BEAM All exterior lighting HANGER SHALL BE ALLOWED TO BE 5UE35TITUTEP WITH A TOP MOUNTED ELECTr-11CAL installed,replaced or GUARDRAILS AND HANDRAIL5 200 psf 15 psf BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. INSPECTIOw M R QUIR 1 repaired shall conform (P [ 1' �s to Chapter 172 ROOF LOADING (LIVE = &ROUND SNOW LOAD) 25 sf 12 pig FOR ATTIC p P 15 psf FOR LATH.of the Town Code Kiv 3 C 201 11�FILI , "ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH EUILC3"_"' F i. A50E '7-10 (MINIMUM DE516N LOAD5 FOR BUILDINGS AND OTHER 5TRUGTURE5) Tov,',;O, L'O'J 1:i()1.D OEN RAL S`i'ME30L <E*"-r : a. Q U EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. w IN Q � WHEN APPLICABLE) I EXISTING TO REMAIN �. , vJ EXISTING IS'-2" I j NEW W W WOOD FRAME (L.G. _ NEW FOUNDATION ALL C �� WINDOWS TO BE I2'-3y2" 5'-loy2" Q W y: STL. WHEN APPLICABLE) REMOVED Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL -- - WOOD FRAME (L.G. 5TL.. © P05T FOR 4" WALLS 6'-b" 10'-5" J Z (MIN. (2) 2"xb" STRUCTURAL WHEN APPLICABLE) �D IO 3 A 3 A F- Lo Y P05T FOR b WALL5), U.O.N. I I 0 M 0) O NEW 2-HR FIRE RATED �TL. - - - - - - - WOOD FRAME (L.G. E r In m WHEN APPLICABLE) m I I I NEw �" ' � z N m O STORAGE r 48 s.F. acr I FLOOR PLAN NOTES F- W in �I �I �I �I Z DOOR NOTE: w I w 1 LU I J Jul 1 � 6 Q I I IQ I It1 I (q I W I --� �W _ O I. INSTALL NEW INTERIOR DOORS hIHEN GALLED � O OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED 111 w I uXj w I Z C) OUT ON PLANS BY 'THERMATRU' ('OR EQUAL). I I I I III I I I I 5.DOOR TYPE TO SELECT I z � O I 4.INSTALL AS PER MANU SPEC.'S - - 3.PROVIDE (2) 2"x8" HDR.,U.O.N. EXISTING III - _ Z Z Iu1 � N 4.SEE PAGE G-005 FOR ALL OTHM_ FRAMING WIND IA6 TO REMOVED I N LL IllELEMENTS AROUND DOORS (TYP, FOR ALL) U.O.N. SMOKE DETECTOR / Co DETECTOR NOTES: - - EXIST RIDGE_ - _ N Lo O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT I SMOKE /CARBON MONOXIDE COMBINATION DETECTOR O Q HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.INSTALL ALL AS PER MANU. 5PEG.'s 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR I O NE�V O IN COMPLIANCE WITH LOCAL CODE ----_-__ ____ / O G11' m SM/GO I r----� I � I 2' Olt W I I I I I WINDOW NOTE: I I 03 O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN I i NEW b_0 400 SERIES CASEMENT, DOUBLEHUN6, OR 6LIDIN6 POOL HOUSE (`- (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR 300 S.F. b I 5 W I I I I NEW F_ EXISTING O i HALF p = J SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOW5 I BATHROOM - U AND DOORS" ON PAGE 6-002 11= CASEMENT WINDOWS - ALL GSMNT WNDWS °rHALL HAVE DOOR TO BE WET BAR J STRAIGHT ARM HINGE WHEN � 56 S.F. \ I I I — UNDER TILT k4A5H 2.IF DOUBLE HUNG - ALL DBL. HUNKS WNDWS TO BE 3.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. 6L. ----- COUNTER \` J REF. 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND REMOVED .H.:; WINDOW5 (TYP. FOR ALL) U.O.N. --EXISTING -------- - -- EGRESS NOTE: &ARA6E 5_ 4 IN COMPLIANCE WITH NEW YORK STATE BUILDING DOOR TO BE 2 12 Y2 - CODE, SECTION R510.2.I;THE FOLLOWING MEANS OF REMOVED IS 2" EGRESS SHALL BE FOLLOWED: ' LOPE `t NET CLEAR OPENINO........... 5.1 S.F. NET CLEAR HE16HT............... 24" MINIMUM OUTDOOR\ NET CLEAR WIDTH................. 20" MINIMUM SHOWER FLOOR DRAIN: O4 NEW S" GUARDED FLOOR DRAIN w/ TRAP i4 NEW EXHAUST FAN SHALL BE INST�V LLED WHERE ( PLAN I O VENTILATION IS NOT MET BY MEANS OF NATURAL PROPOSED DF-MOL 1 TI OI `� PLA `4 CIRCULATION THROUGH WINDOWS OR DOORS TO FROFCSF_r�) �I FIRST FLOOR PLAID OUTDOOR SPACES AS PER NYS MECH. CODE SECTION 405.5.2.5; INSTALL AS PER MANU. :5PEC5 50ALE: 1/4" = 1'-0" 550 S.F. HAE31 TASLE SPAGE; 438 S.F. CROSS AREA 50ALE: 1/4" = P-Q° ONEW FLOOR: I. NEW LAMINATE FLOORING VAPOR BARRIER UNDERLAYMENT BENEATH VINYL PLANK FLOORING 2.NEW VINYL PLANK FLOORING PER H.O. SELECTION O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 4055 PROVIDE b' SHOWER ENCLOSURE,PROVIDE 4"X4" POST ON Og TOP OF IO" 50NOTUBES 5' BELOW GRADE;SHOWER ENCLOSURE TO BE SELECTED BY OWNER �q NEW ELECTRIC NAVIEN TANKLESS WATER HEATER Ip NEW IOOAMP ELECTRICAL SUBPANEL u 1v ` z II NEW DUCTLESS COOLING d HEATING MINI-SPLIT O NEW (2) 2"xIO" HDR U > -- - -- w Li.i ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN; IN57ALL AS PER MANU. 5PEG.'s. SEE PAGE "G-005" FOR NAILING 4 STRAPPING a 0 DETAILS. - - - T: { VIINTDOW CHART EGRESS i ROUGH OF ENING HINDOPqDIMEN51ON CLEAR H O L LA N D E R OPENING TAG TYPE MODEL W IDTH RaO'D: 2 0" INX--zzTIT tt ... POOL HOUSE WIDTH GHT HEIGHT REO'D:24" HEI WIDTH HEIGHT ----- --��-- .__ OPEN REO'D: 5."1 S.F. 1 O 3� �— ,o AA A (2) AWNING 1 A31 3'-O �" 2-O � 2-I I � :2'-0 � A m I A \0 623 B 0) ---- ---GLIDER- ---1I Gb3 b'-o" � '-a" �'-n " 2'-II " ESREsS o I z N v rn n rn �����; �-�` y,. MAPLE STREET -- - —--- J - _ _�.._ __. __ n I rn x III I ' OR CHAR,I„ Q 1 0 X ia N COLLAR TIES PER PLAN G R E E N PO RT, NY, 11944 INSWING „ x O O I EXIST. RIDGEI x x OI AEAHID5065 38 82 37 82 ui -- - DOOR _ � ------- �� J r� - - — - - - DRAWING TITLE: 02 SLIDER NLODI2068-4 i II'-�i b'-8" II'-a" b'-� c�v d --- --- - IF_11 _ �:.__. '� —N N NE"I PROPOSED DEMOLITION PLAN - �N =N1 I I G11. PROPOSED FIRST FLOOR PLAN DOOR SCHEDULE , EXIST. STUD wALLs w PROPOSED SECTION — DOOR - —) .. - MATERIAL PROV. R-21 INSULATION- O X - ---- �9 III TAG DESCRIPTION I p II i31 NOTES ® PAGE: WIDTH HEIGHTloinoo I © J INTERIOR 72 i�--- - - - 1\. l I 05 SINGLE 5WIN57 2'-b" b'-8" +r I( °j' _l I NEW (2) 2"xIO" HDR DATE: 11/24/21 3 OF 5 04 SINGLE SWING �� 2'-O" b'-8" • ;i -- - -- DRAIN 1 LOPE — - FRCFOSEI7 STRUCTURAL PLAN FROFOSEI7 Sr=GT 1 ON I -I/A-1 O 1 1 SCALE: 1/4" = 1'-0" 5GALE: 1/4" = I"-O" I I i CL ELEVATION NO'TE5 O Q U 1 51DINO REPAIR: W z O O O PROVIDE CEDAR 5HAKE TO MATCH EXIST. J = tNi NEW 5/4"x2" 'AZEK' (OR EQ) VIINDOH/DOOR CASING: W U F >:PROVIDE AT ALL NEW 4 EXIST. WINDOW5/DOOR5 (TYPJ) w Q � � Z PLAN NOTE: HATCHED AREAS INDICATE AREA5 OF O Z NEW HORK X O 0 O L00 >- O Q ' w J J Off EX15T. RIDGE HEIGHT ELEV. +15.0' Z O Tq Z >: 4 aZTq 1 N W 0 tili Li EXIST. TOP PLATE HEIGHT i a 00 � LhiL2 _ I w ~ U 1 N BASELINE ' ELEV. +O.O - of 0 SOUTH ELEVATION (FRONT) NSEN ELEVATION (RIGHT SII7�) 50ALE: 1/4" = 1'-O" 50ALE: 1/4" = I'-O" z W O U W I- Q 0 PROJECT: HOLLANDER POOL HOUSE 623 MAPLE STREET GREENPORT, NY, 11944 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS 2 PAGE: A-201m00 k ; DATE: 11/24/21 4 OF 5 NORTH ELEVATION (REAR) NSEN ELEVA710N (LEFT SIDE) SCALE: 1/4" = 1'-0" 50ALE: I/4" I Q U LWLI = N J W e� Q w >- � � Z OJ tA Z Lo J � � W m 0 O 0. LA m >- q m Z O 3: Z Q w J J 00 Z GO �jc 0 Q Z T-i LL' w 0 I` m LA 0 � O w M U w '47 Q :7�`. /1 4" FRESH AIR VENT J L THROUGH ROOF I 5111 PROVIDE "ABESCO FF200 FR EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS IN FIRE 1 \ RATED WALLS AND I FLOORS/CEILINGS. PRODUCT CONFORMS TO A5TM E SI4, A5TM E 54, AND UL 14"l1 EOEND HOT WATER HALF BATH WET BAR NOTE: HALF BATH WET BAR — SUPPLY .— ALL FLUMBINO WORK •.� GOLD WATER SHALL CONFORM TO J 5UFFLY O 00 I 1 i LOCAL PLUMBI N6 CODE O 1 1 21 0- 2 I 1 12 '— D- PROVIDE "ABE5CO FF200 FR I 2 1 I _—, pQ� EXPANDIN6 FOAM" (OR EQUAL) cA I I 211 * 1 AT ALL PENETRATIONS IN FIRE Z B I 1 1 1 41 I RATED WALLS AND w 1 3 3 1 1 Q4 FLOOR5/CEILIN65. PRODUCT 2 U I I 1 '4 I CONFORMS TO A5TM E 514 2 W r. I- :: GLEAN OUT W.G. 0: i 3 1 1 .v O 1 dJ I �I A5TM E 84,AND UL 14'la 14 I I 15HOWER m n: - I _ 1 �A,5 REQ D ��I I N �1 I V Ni �ry SHOWER 3 -: I- - 2 F=== w G.O. _.._.._.._.._.._.._ .._.._.. - - —— - — -7.- —— —— RUN NEW NO 'E: 0 WASTE ALL FLUMBIN6 WORK LINE TO SHALL CONFORM TO EXIST. LOCAL FLUMBIN6 CODE PROJECT: HOUSE MAIN CONNECT TO Y= WATTE LINE THAT EXIST. WATER IS CONNECTED To SUPPLY SYSTEM O 6RE SEWAGE L LA IV D E R POOL HOUSE 623 MAPLE STREET FLUME3 1 NO RISER - DRAIN / NA57E / VENT PLUMB I NC RISER - SUFFLY' GREENPORT, NY, 11944 SCALE: NTS SCALE: NITS DRAWING TITLE: PLUMBING RISER DIAGRAMS PAGE: P-101moo DATE: 11/24/21 5 OF 5 i�