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HomeMy WebLinkAbout44995-Z o�S�FFDt,t�0a Town of Southold 8/14/2020 a y� P.O.Box 1179 H 53095 Main Rd oy p��hl1' Southold,New York 11971 CERTIFICATE OF OCCUPANCY J No: 41352 Date: 8/14/2020 THIS CERTIFIES that the,building ADDITION/ALTERATION Location of Property: 595 Bayer Rd,Mattituck SCTM#: 473889 Sec/Block/Lot: 139.-3-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/13/2020 pursuant to which Building Permit No. 44995 dated 7/17/2020 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: "as built"alterations and additions, including finished basement, bathroom,raised patio, stoop, outdoor shower and existing porch altered to living space, in an existing one family dwelling as applied for. The certificate is issued to Gildersleeve,William&Debra of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44995 7/28/2020 PLUMBERS CERTIFICATION DATED 7/27/2020 is rd Pressler ho ' Signature r TOWN OF SOUTHOLD O�g�fFD��c a BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • 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#: 44995 Date: 7/17/2020 Permission is hereby granted to: Gildersleeve, William C/O Bill Gildersleeve 10095 Route 25 Mattituck, NY 11952 To: legalize "as built" finished basement, bathroom, AC unit and outdoor shower to existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 595 Bayer Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 139.-3-15 Pursuant to application dated 7/13/2020 and approved by the Building Inspector. To expire on 1/16/2022. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $866.40 CO -ADDITION TO DWELLING $50.00 Total: $916.40 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: 11", (check one) Location of Property: _ff< 04y a 2 2 aA-0 House No. Street Hamlet ��p "I �; Owner or Owners of Property: VV d 4alvt I`• (1 i.b4 a rs I PQ u C. J irk Suffolk County Tax Map No 1000, Section ' 3 P A 1 3��ock -orLot Subdivision ! //gyp Filed Map, Lot: Permit No. L LI "/5 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: f/ (check on ) Fee Submitted: $ Appl' a Signature �' �. SOVj�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Ar Fax(631)765-9502 P.O.Box 1179 ® sean.devlinl-town.Southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: William Gildersleeve Address: 595 Bayer Rd city-Mattituck st: NY zip: 11952 Building Permit#: 44995 Section 139 Block: 3 Lot: 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Home Owner License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Surrey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 10 Ceding Fixtures 3 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures Smoke Detectors Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 4 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 4'LED Exit Fixtures 11 Pump Other Equipment: Notes: " AS BUILT, NO VISUAL DEFECTS " Bathroom, Basement and AC Wiring Inspector Signature: E- Date: July 28, 2020 S Devlin-Cert Electrical Compliance Form.xls Ott 00 Telephone(631)765-1802 P-O. '"1179 Y r mold,NY 11971-0959 BUILDING DEPARTMENT ` TOWN QF SQUTHOLD CERTIFICATION Date: '7 a-7 c9090 Building Permit No. Owner:—8► I ► -���-`S�--��.V�, (Please print) Plumber I (Please print) print) I certify that the solder used,in the water supply system contains less than 2/10 of I% lead, (Plumbers Signature) Sworn to before me this 'r day of 20.PO BARBS MCIONNON Notary Public-State of New Y*k i No.01 MC6101870 Qualified in Suffolk CMV i!Jiy Commission Expires Nov.17,204,5 . I r, Notary Public, �(( County I �� F { �oy���F SOUTyolo * TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 t INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [_ ] FOUNDATION 2ND [ ] SULATION/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: AfA. San> 2o , AS. L, *- heA c4 &D gmyem — 's JJSVti DATE INSPECTOR OF SOUIyo� L"' l 1 l G .5&TVf Q y G GY TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] -INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]-' FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL),A,&'�vj [ ] CODE VIOLATION ] PRE C/O REMARKS: Tea crix ,r1/�- 04 foflN v/ DATE INSPECTOR �v' JAMES J. DEERKOSKI P.E. D � 260Deer Drive U Mattituck,NY 11952 (631) 774 7355 AUG 13 2020 Date: August 11, 2020 BiJILDING DEPT. TO VI Ce 'P UTHOLD To: Southold Building Department 54375 NY Route 25 Southold,NY 11971 631-765-1802 Re: Bp#44995 Gildersleeve 595 Bayer Road Mattituck,NY 11952 Southold Building Department, This is to certify that the rough plumbing and insulation at the above mentioned project are built to the plans submitted and meet all state and local codes. Any questions feel free to call. DE NEW Yp Sin rely, O WJa J eerkoski P.E. cls I iwn.:. J1i AROFESS��� t TT CITEIT 7/ Zb a, AO t 4 r x 1 l l Y L:3 I l l t 3U a to yo no 6960-t L6I[ kN`Pt 4a S 6LII XOS'O'd Z096-99L 0 N)vfd PRON MEW SL£bS RZ081-99L(I£9)auoldatal; O xauud IIuH umOl ,�y1n0S ,r KR Y IV i r F 44 L b� f ?IbdAG 6560-I L6 k) A 1041110S Al r' esa 6L V9 a Eb-,gq(I£)) kYd .r. pyo eye S ' ZO8 I-SqL(I£5)ouogda(III - xa u C7� - f 46- ' t !A( ' ''s _ •s , f 4 ` �i � ` lip LL Ap `.�� !✓ - �� �� •� ir�• ��gid- ''T..,.. �^.�-'„', • M4 :. / � l i _• - .tea; l.. t . t 1t �_ .I t •...mss:^ams<�ila:.�.—'�``�^ ,s1. '��li/�im�. `4 r -`�11J'��i�'�jl ` \\, ....-- 4 k r 1 ' V �L _ i A 1 - t I f _ Sr � •rte���—.��_ ,� �N loaf, _ �. �� 1'... � •'+`�•e. Y � l Ar tir i K � a r. JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: August 11,2020 To: Southold Building Department 54375 NY Route 25 Southold,NY 11971 631-765-1802 Re: Bp#44995 Gildersleeve t 595 Bayer-Road.--_... Mattituck,NY 11952 Southold Building Department, This is to certify that the rough plumbing and insulation at the above mentioned project are built to the plans submitted and meet all state and local codes. Any questions feel free to call. sof NEW 1'p Sin erely, �• DEfR� J J eerkoski P.E. n AR�FEW�� D [ �dC D AUG 1 3 2020 Bim,-priG DEPT. TOV7'- C" -rTTH®LD FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) -� -------------------------------- FOUNDATION (2ND) ROUGH FRAMING& PLUMBING H l INSL:LATION PER N.Y. y , STATE ENERGY CODE txA M4 ii FINAL CW ll-- �P ADDI IONAL COMMEN c) eCeg=± (2,� io I 4- 51A A YhIMAsaydue- z D7, o x � x e • b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? 1 TOWN HALL Board of Health SOUTHOLD,NY 11971 • ? 4 sets of Building Plans TEL:(631)765-1802 'Planning•Board'approval FAX:(631)765-9502 Survey Southoldtownny.gov PERMIT' NO. Cheek' " Septic Form RLX;S.D.E.C, Trustees C.O.Application Flood Perrmt Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved l 20 Mail to: Disapproved a/c � r l A ' �;i—"� n _Phonel.'(25 � � Expiration 20 _�4;4 !J- ' JUN 1 3 2020 _.. • Buil ing Inspector T TION FOR BUILDING PERMITBUITMIP1 �*-(•� "; ` nT Tl;'i J.� Date ,20 INSTRUCTIONS a.This application MUST be completely filled in by'typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and,of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered-by this application,may not be commenced before issuance of-Building-Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for_inspGenon throughout the work, e No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. I ' f.Every building permit shall expire if fhe work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 Months from such date,If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit s{all be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as cribed.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, do ,an to admit authorized inspectors on premises and in buildipg for necessary inspections. • (Signature f •a name,if a corporation) �J.01441L Y&o Am ftt (Mailing &Tress of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed)_ If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. fElectricians License No. i Other Trade's License No. 1. L atioof land on Aich proposed work will be done: House Number Street 1 Hamlet County Tax Map No. 1000 Section Block Lot i " Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction. a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteratio Repair Removal Demolition Other Work& $V r h D cru ion) vV 4. Estimated Cost Fee itN (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7 Dimensions of existing structures,if any:Front _Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES_NO Will excess fill be removed from premises?YES_NO- 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01SU6185050 Qualified in Suffolk County COUNTY o Commission Expires April 14,2 C- being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (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 ti Lie to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn before me this 1 _day of 20Lo dr/^V�v . &Uaq-' �� Notary Public ' Signature of Applicant �t �SUEFO(,�-� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD N = i Town Half Annex - 54375 Main Road - PO Box 1179 o - Southold, New York 11971-0959 ® p� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a?southoldtownny.gov seand(d�southoldtownny gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Alf Inf mation Required) ate Company Name: upyi > l I i Name: License No.: email: Address: Phone No.: 'Pei" N' CST 3 JOB SITE INFORMATION (All Information Required) Name.- 1 Address: d ` C) 4y e/.— es Cross Street: Phone No.: 8 Bldg.Permit C49 5 email: Tax Map District: 1000 Section: Block: Lot: BRIEF ESCRIPTION OF WORK (Please Print Clearly) 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 Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �X60 3 Request for Inspection Form xls r s t o r.t�c.,c� C3Er+ •w o 0 rn Iq UI nn� 8 �ocaez oo w...'r. .Gso.-a �✓Gam_ Map of Lots 37 and 38 "'Map of Mattituck Heights,Subdivision Map of Property of Gustav Bayer" Filed:Marcia 25, 1927, Map Number 192 Situated at Mattituck Town of Southold, Suffolk County,New York District 1000 Section 139 Block 3 Lot 15 Certified To: William C. Cooper ANTHONY ABRUZZO R.L.S. Eileen G. Cooper REGISTERED LAND SURVEYOR Commonwealth Land Title Insurance Company 1700 Hortons Lane HSBC BankSouthold, New York 11971 (631)-765-6242 SURVEYED: February 1,2001 Scale: V'=3 File N 504 THE EXISTENCE OF RfGHTS OF WAY UNAUTHORIZED ALTERATION OR ADDITION lam, W ixon IW v E YAY 20 I Dave$JCB fA.IG 4tl ANDIOR EASEME VIS OF RECORD IF TO THIS SURVEY IS A V10LAT;3N OF ANY, NOT SHOV.W ARE NOT SECTION 7209 OF THE NEW YORK STATE GUARANTEED EDUCATION LAW. COPIES 0'THIS SURVEY UAP NOT eFARING THE LAND SURVEYORS INKED SEAL OR a SS Premises known as: EMBOSSED SEAL SHALL NOT 8E CONSIDERED �s TO BE A VAUG TRUE COPY. Op sap tr r� 595 Boyer Rood, Mot;iiuck GUARANTEES INDICATED HEREON St Aa RUN ONY TO THE PERSON FOR WHOM THE SURVEY IS PF�PARED, AND ON HIS BEHALF TO THE ''',,,666 ♦/ '71E COMPANY. GOVERNMEENIAL AGENCY AND LENDING INSTITUTION USSED HEREON, AND dF / TO Tnr ASSIGNEES OF THE :.ENDING INSTt- �/� TUTION GUARANTEES ARE NOT MNSFER.BI E !V/ Area= 15,000 s.f. o 'd od . Certified to: fol Ns a \ \ a EMINENI ABSTRACT, INC. (EA2551-S) \ JS O?NEIV COMMONWEALTH LAND TITLE INSURANCE COMPANY dOp. y0 KATHLEEN M,AaAt;D 0 �A) °�A '° {'LSA. OS, .7 LAI. 1pp l4k ^� Survey of Lots 37 and 38 a 'tv �� MAP OF MATTITUCK HEIGHTS, SUBDIVISION MAP OF PROPERTY OF GUSTAV BAYER FILED MARCH 25, 1927 AS FILE NO 192 situate at �a Mattituck 0 Town of Southold Michael w: Minto, L.S.P.C. OA o t► Suffolk County, New York LICENSED PROFESSIONAL LAND SURVEYOR V•TO off. NEW YORK STATE LICENSE NUMBER 050871 �! NSB \ �� District 1000 Section 139 Block 3 Lot 15 67 Woodv2ew Lane ss 104 Scale 1"= 20' Surveyed May 26, 2020 Centereach, N.Y. 11720 PHONE/FAX: (631) 5110-1202 GRAPHIC SCALE CELLULAR: (631) 766-9714 TI o ,0 7c w E-MAIL' mlkem+ntolspc09-1 com S� 1 Inch - 20 ft. �. ."�"r h. .-T -- SLOPE'114 FOOT _ PITC"TO DRAIN ssm[vrs�ss PLUMBING SCHEMATIC z W SCALE NOT TO SCALE r , b o ism; EXISTING RAILING TO BE REPLACED v W U TO MEET CODE(3'h,BALUSTERS W „ @q"MAX SPACING) r �{ 1.4 m Iy�1 I4 2X8 DJ @16'OC \� (2)2X10 GIRDER /� THRU-BOLT(2 PER POST IVIFI qX4 POST 1°- ., k ,r%;� «•'1` 2X8 LEDGER VERIFYANDADD jj+S' „ ,,,;s:3'�" �+« � t;• r, `d,.. - Y' (MIN LAG STAGGER - REQUIRED101ST HANGERS, •r �`s `t ,? . @16--OC) O STRAPPING AND ANCHORS + 'Im W1 TO PIER AS REQUIRED BY CODE CONC PIER TO EXPOSE AS REQUIRED FOR DRAWN BY:]D �F 4y� ".1 �^( :It_d:'�,•7 INSPECTION (MIN 3'BELOW GRADE 7/24/2020 e <���i�0���P � �}�"`"•�£n'�8TO CODE-VIF) SCALE:SEE PLAN CROSS SECTION - SCALE 3/8"=V0" SHEET NO: A-2'r s;-r.^, i;4. ic1i's--°�� .T•z<��5�•'„ fir' ?:2az T ` slip 24'-4" ♦F{ 2 � } m h112982250 FoelPm<FOesgnza.+ VW WIN ailA MASONRY PATIO � i E 0. 5'-6e CRAWL SPACE 4 �Ilnmm uGP PAHq in PIN PU111RI W[.hlMll / •:xv mscal¢ILm ruolr r,orxrP _ ® 541E 30.1%3 V.PIUIe1G ;..CfURNIY hH[Pa3G \ E AS PETS rylfl � aASE jTATH PANSFNT]ICF - EL SUPRGUNU cp m NG50et I UTILITY ROOM - 5'-3" o lu vlPnPn scxox. e r0 DINING KITCHEN � I w o1NG z ° W --———————————————————————————— x ismoEL BASEMENT PCI r� w Lo [— SERVICE E-I `y ��'� 111111MMEO El EJ II X v II W II 00, II I FRONT PORCH I SxPL[nf.FP I 1 1 DRAWN BY:JD 1 I I EXIST NG BASEW NT PLAN 7/24/2020 _ SCA 1/4'=1'-0e R IP05EUN SCALE'SEE PLAN - LS'PIEPIEVPI-- -----p- ------- SHEET NO: 5'-6" 5'-6" 7 0" 2'-0 T- 6" E. ARTIAL FI T F PLAN A-1 SCALE 1/4"=1'0" REEM model RA1324AJlNA-Bing 7/10/20,3:31 PM t - . e Rheem ® QQ = RA1324AJlNA - Classic 2 Ton 13 SEER Single Stage Condensing Unit 208/230 Volt Single Phase 60 Cycle Specifications Gemaire Item RA1324AJlNA Number Manufacturer RA1324AJlNA Product Number SKU - PIM Number 1405358021495 ERP Number 353076 Unit of Measure EA Weight 135.0 Pounds (Lb) See more --- - -- -- - - - - -- - - - - - - - - - - -Data from: gemaire.com Suggest an edit https://www.bing.com/search?q=REEM+model+RA1324AJ1NA&form=APMCS1&PC=APMC Page 5 of 5 Rheem RA1324AJlNA-Classic 2 Ton 13 SEER Single Stage Condensing Unit 208/230 Volt Single Phase 60 Cycle---1405358021495 7/10/20,3:32 PM i S -� - Rheem RA1324AJlNA - Classic 2 Ton 13 SEER Single Stage Condensing Unit = 208/230 Volt Single Phase 60 Cycle Item: RA1324AJlNA MFR: RA1324AJlNA This product is no longer available for purchase. View full-size in new tab Comparable Products aMMEMMIk • Equipment Description Specifications Documentation Parts List Name Rheem RA1324AJlNA-Classic 2 Ton 13 SEER Single Stage Condensing Unit 208/230 Volt Single Phase 60 Cycle Gemaire Item Number RA1324AJlNA Manufacturer Product RA1324AJlNA Number SKU-PIM Number 1405358021495 ERP Number 353076 Unit of Measure EA Weight 135.0 Pounds(Lb) Length 29.8 Inches(In) Width 29.8 Inches(In) Height 25.0 Inches(In) Country of Origin MEX Brand Rheem Tier Classic https://www.gemaire.com/rheem-ral324ai1na-classic-2-ton-13-seer-sing..t-208-230-volt-single-phase-60-cycle-ra1324a11na#tab-specifications Page 1 of 3 Rheem RA1324AJlNA-Classic 2 Ton 13 SEER Single Stage Condensing Unit 208/230 Volt Single Phase 60 Cycle---1405358021495 7/10/20,3:32 PM Equipment Type Straight Cool Tonnage 2 Stage Single SEER 113 j! EER 11 Refrigerant R-410a CFM ' 2325 _Y _ I Cooling Capacity ` 24000 i Voltage 208-230 VAC Full Load Amps 0.7 Phase Single Cycle/Hertz 60 Hz Circuit Breaker-Min 20 ' Amps Circuit Breaker-Max 125 Amps j Minimum Circuit Amps 115 Condenser Motor HPC (1/8 HP Condenser Motor Speeds Variable Rated Load Amps� �11.2 Locked Rotor Amps 160.8 Suction Line Fitting Sweat or Braze Suction Line Size(OD) 3/4" Liquid Line Fitting Sweat or Braze Liquid Line Size(OD) 13/8" Certifications 1 AHRI� �T��µ��-��.� Color Gray Compressor (1)Scroll ��m^ I Inverter i No Number of Fan Blades 1 Sound Level(dBA) 175.5 Warranty Offered Yes _ -------------- https://www.gemaire com/rheem-ra1324aj1na-classic-2-ton-13-seer-sing..t-208-230-volt-single-phase-60-cycle-ra1324aj1na#tab-specifications Page 2 of 3 Rheem RA1324AJlNA-Classic 2 Ton 13 SEER Single Stage Condensing Unit 208/230 Volt Single Phase 60 Cycle---1405358021495 7/10/20,3:32 PM i Energy Star Rated Yes l UL Listed Yes Fins per Inch 18 Product Family RA13 Stages Cool 1 GEM-Case Quantity ^—J https://www.gemaire com/rheem-ra1324aj1na-classic-2-ton-13-seer-sing..t-208-230-volt-single-phase-60-cycle-ra1324aj1na#tab-specifications Page 3 of 3 SCTM # 1000-138-3-15 PROPERTY 150000 SF 0.344 ACRES 00 631.298.2250 michael@mchdesignservices.com EXISTING HOUSE 861.6 SQ. FT. 5.7% EXISTING PORCH 263.0 SQ. FT. 1.8% EXISTING PATIO 270.5 SQ. FT. 1.8% EXISTING GARAGE 416.2 SQ. FT. 2.8 % GRAND AVENUE PROPOSED STOOP 30.0 SQ. FT. 0.2 % TOTAL 1841.3 SQ. FT. 12.3 % METES AND BOUNDS BY: MICHAEL W. MINTO, L.S.P.C. 05/26/2020 S 58 ° 50 ' 30 " E 150 . 000 ' 6 wiHcE¢¢ rn W 00 O 0 W o OUTDOOR � O Z w SHOWER 34.9' [, ] O O PLANTER � w ^ ' EXISTING AS-BUILT 0 0 DECK AND STAIR 0 � U TO BE REMOVED � v w ; In 29.9' c H V H EXISTING 1 STY. HOUSE ; ENCLOSED MASONRY ; PORCH � f ; ; ; ; ; ; z O PATIO �yyy�I PROPOSED 0 Q eon—No W - ; 6'w X S'd m m �--- Q STOOP WITH Vol a 0 ;PLANT R NEW STEPS ^,w1­4 O O >< ❑ ❑ o A/C UNITS uj m zo m _T Fl" ti JAL EXISTING 1 STY �- ��� � � 2023 DRAWN BY: JD GARAGE ASPHALT DRIVEWAY A ??,• i !, p.q . �a_ *• 8/8/2020 SCALE: SEE PLAN N 58055 ' 30 " W 150 . 000 , /��fe,� -�;, ��. SHEET NO: O a w n} n 1 w SITE PLAN SCALE: 1" = 10'-0" 24'-4" STEP 631.298.2250 26'-0" a I michael@mchdesignservices.com i P L A i MASONRY PATIO N T E P R CRAWL SPACE o L 51_611 A J N T E IX R ANDERSEN FWG60611 400 SERIES HP GLIDING DOOR U-FACTOR 0.30 SHCR 0.26 E13 I W BATH OUTDOOR SHO ER D ALTERED / GRAVEL BASE _ F A �p O H 0 1 00 00 Ql _ 62"h LATTICE Q, UTILITY ROOM o, PANEL SURROUND ANDERSEN FWG60611 7-6'4 CLG 400 SERIES HP GLIDING DOOR 5'-3" U-FACTOR 0.30 SHCR 0.26 Qp f WATER [ /') CH \,/ � DINING ALTERED KITCHEN W I I 7-2 CLG Co I I CLG F-1 L - W A � DN LANDING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W O Z P4 P4 z BASEMENT 7-6 CLG V w P N W Ln H N SERVICE V Ln Fq EXISTING WALLS AND DOOR \� TO BE REMOVEDZ II Vol II � ] II X V II W II II II II o PROPOSED II �n FRONT PORCH 4X4 POST ON \ \ � (2 2X6 ACC! IRD R 12' IER'(Zl P) u u I I�I DRAWN BY: JD I\ I 4P STO �,. :T2722X6\ACQ IRDER I, \\12"PIER� P)I 8/8/2020 61-011 EXISTING 12'-0"X 8'-4" , , 0„\ SCALE: SEE PLAN DECK TO BE REMOVED \ I AND NEW STT STOOP - - \�\�\�� - - E XST I N G PARTIAL FIRST FLOOR PLAN TO BE CONSTRUCTED SCALE: 1/4" = 1'-0" EXISTING BASEMENT PLAN SHEET NO: SCALE: 1/4" = 1'-0" w V J 1 I00 631.298.2250 michael@mchdesignservices.com 3'h RAILING WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 2X6 DJ @16110C 2X6 ACQ USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4'MAX. 4X4 POST 4'MAX. 4'DIA.MAXIMUM 4-DIA.MAXIMUM PQ:r GRADE GIRDERMEADER Z POST/COLUMN sem. Z 1 l2' " O � CONCRETE FOOTING 12"dia77 _ DECK POST FTG.CONNECTION• do CONIC LOCATION USP NUMBER DESCRIPHON APRICATION PIER w DF KROR H AI IN 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TOEACH FOOTING STAIR RAILING POST-T IP.D /1-1 ADR ONN BION 6X6 POS T PAU66 OR WE66 POST/BEAM ANCHOR APPLY TOEACH FOOTING USE MIN.(2)12•DIA.GALV.BOLTS WITH WASHERS AND NUTS i-12'SPACE7Z Z MINIMUM HANDRAILS T-11 I `551 0 NQ POST � � CROSS SECTION ._.._. GIRDERMEADER SCALE: 1/2" = 1'-011 RIM/DECKJOIST POST/COLUMN BALUSTERS O CONCRETE PIER ^ � O O AOPEN BALUSTER ATTACHED TO WALL HAND AI ONN CTION •••• O ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION OF THE STAIRS.HANDGRIP PORTION OF ALL HANDRAILS HON I Uf_.IR UMBE-POI SON SCRION SHALL NOT BE LESS THAN 14/4'NOR MORE THAN Y IN LCKATIMS USP NUMBER DESCRIPTION APPLICATION CH P — J UTE MIN.(2)12•DIA WLV.BOLTS WITH WASHERS AND Nl1Tf CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL (2)BLAMS PAU4400.WE44 POSE/BCAM ANCHOR APPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3)BEAMS PAU66 OR WE66 IPOSI/BEAM ANCHOR JAPPLY TO TACH PIER I FLASHING TUCKED UNDER ` ■ 1�1 TOP PIECE SIDING AND LAPPFD OVER FIRST CONTB,L GIRDER/HEADER PIECE OF SIDIDI NG BELOW 1INDlm 1R ASE SOIL 2-12'DIA T BOLTS W/WASHERS IAD PLASTIC BATE IL(ORGA ON CONNECTED TO BLDG.@32'OC UNDISTURBED SOIL(ORWNICSREMOVED) LEVEL BATE STAIR TREAD POST/COLUMN o e BR CONSTRUCTION TUBE AND RUMS RIM BOARD o •' "LL AS PER MANUFACTURES INSTRUCTIONS STRINGER - FLOOR FRAMING 2.101575BaI —e — — _ Ln E-i = 911--m- III=III'BI-III=III-IB=III=111-11)=11 V BLOCKING FOR JOIST HANGER POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS •O r r^ LOCATIONUSP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD. 4x4 SOLID COLUMN PB544/PBSF44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN �" DISTURBED/POOR SOIL STRINGER TO DECK/PORCH ONN CTION 6.6 SOLID COLUMN 1PBS66/PBSE66/KC66 POST CAP ANCHOR JAPPLY TO EACH COLUMN LAY 4-6'LAYER OF CRUSHED Sf04E OR HOLLOWCOLUMNI SIMPSON STRRI/2 H.C.ANG TOR JAPPLY TO EACH COLUMN GRAVEL p K/POR H EDC.R ONN BION LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACED GRAVEL low-New FIT CONSTRUCTION TUBE ANG PLUMB BMCE TUBE 11/2 11/4 11/4 FILL AS PER MANUFACTURES INffRURIONS W ra LAV I3" . W.C. v `I 1,4 _II�III-III=III=�I=III=1A-11=111-11 SH WER WOOD JOIST JOIST CONIC,PIR FOOTIN• V BIGFOOT SYSTEMS FOOTING FORM 2 1 1/4 GIRDER/HEADER IN ACCORDANCE WITH SECTION 104.11 OF N.V.T.RESIDENTIAL CODE THIS DESIGN 3 'E COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFEFED IS I C.O. — r• WOOD JOIST W �vs nr¢Itl 1:ems GIRDERMEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT _ PRESCRIBED IN THE CODE. 3 THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FIND!THIS PRODUCT 34Y ,am a" ACCEPTABLE FOR USE IN N.Y.S.BASED UPON TORO EVALUATION SERVICE REPORT rs FLASH JOISTS WITH HEADER/C•IRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. /'t •.tf ALL IOITTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH x THE PROPER STEEL CONNECTOR. ��ICED)OILS OAR HEADER/GIRDS 11/4 IF ABLE,SET FIR JOISTS APROX.1/4'HIGHER THAN LVL HEADERS LOCATION JUSP NUMBER I DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER I RHO InDOWN ANCHORCONNLCT TO EACHJOIST W M. HANDRAIL NOTES: DECK 6 PORCH NOTES: CLIMATIC 6 GEOGRAPHIC DESIGN CRITERIA NAILING SCHEDULE All required handrails shall be of one of the following types I).Unless otherwise noted,all framing material to be P7 ACQ pressure treated lumber. GROUN WIND SEISMIC MOST WINTE ICESHIELD NAIL NAIL or provided equivalent graspability. All fasteners-hangers and anchors to be psivinued or#1*nlns steel. SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN FLOOD JOINT DESCRIPTION CITY SPACING NOTES 1).T 1.Handralls with circular cross whon shall have an 2).Girders for deck m to be bolted or anchored to eadr LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS outside )d pod r Pier with washer and cwt JOIST TO: 4-8d COMMO PER NAIL amide diameter he at least I-1/4 Orches and not greater Girders cr concrete piers shall be anchored with proper steel connectorsrs and r MODERATE SLIGHT TO SILL.TOP PLATE OR GIRDER JOIST NAIL 11/2 than 2 inches.N the handrail is not circular it shall have a into concrete with a minimum 12'dia x 7'bog anchor bolt with washer and nuts. ZO PST 130 B SEVERE 3 FT. 11 NONE - rrieter dimension of at least 4 inches and not TO HEAVY MODERATE BRIDGING EACH TOE 2-ed COMMO Perimeter greats TO JOIST END NAZI C.O. than 41/4 inches 4In a maximum cross section of U Posts supporting girders shall a anchored to Irish r12'thiole concrete footing. BLOCKING EACH TOE 3 dimension of Z-I/4 inches. Uses minimum 12'dia xT long anchor bolt with washers arts nuts.Footings Shall CODE:2020 IRC•2020 NYS UNIFORM FIRE AND BUILDING CODE TO JOIST z-ad COMMO END NAIL be 4 R.below grade. BLOCKING TO: EACH TOE 2).Type 11.Handrails with a perimeter greater than 6-1/4 3-16d COMMO inches shall provide graspable finger recess area on both 4).Deck joists to have blocking at Bp o.e. SILL OR TOP PLATE BLOCK NAR - DRAWN BY• J D Sides of the fl e.The finger recess shall b 5).A minimum of 10 inch flashin hall be Installed betvxert Me building and led LEDGER STRIP EACH FACE 4 pro g "witha flashing ga ger. TO BEAM 3-16eeoh4Mo JOIST NAIE SLOPE"1 4"PER FOOT distance of 3/4 troll measured vertically from the tallest Ledger to be fastened to building with 12'dia.bolts with washers and nuts SOIL COMPACTION: / TO APROVED portion of the profile and achieve a depth M M least 5/16 at 16'o.c. 1)CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS_MINIMUM 30" JOIST ON LEDGER 3-Bd COMMO PER TOE inch within 718 inch below the widest portion of the CAPACITY. TO BEAM JOIST NAIL PITCH TO DRAIN 4"C.I. SEPTIC SYSTEM profile.The required depth shall continue for at least 3/8 6).Concrete piers shall be a minimum 6'above grade. BAND JOIST PER END TRAP HOUSE Inch to a level that is nor,less than 1-3/4 Inches below the 2).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR TO VERIFY EXISTING SOIL TO JOIST 3-16d COMMO JOIST NAIL tallest portion of the profile.The minimum width of the 7).All joists to be supported with hangers and anchors.Earth Joist shall also be anchored CONDITIONS PRIOR TO FILL REMOVE AND ADD ADDITIONAL FILL AS NEEDED. BAND JOIST TO: PER 8/8/2020 handrail above the recess shall be 1-1/4 inches to a to girder(s). 2-16d COMMO TOE NAIL maximum Of 2-3/4 inches.Edges shall have a minimum 3j.COMPACTION a NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSTIY(PER ASTM D 698 SILL OR TOP PLATE FOOT radios d 0of incites, B).Use in"-hangers and imch—with 2-MAX Mpple protective mating car equal AND ASTM D 1557).COMPACT THE SOIL AT 12'OFTS(TYPICAL).CONTRACTOR TO HAVE for any contact with ACQ. FILL TESTED BY A PROFFESSiONAL AGENCY FOR COMPACTION. PLUMBING SCHEMATIC SCALE: SEE PLAN SCALE: NOT TO SCALE ^ `JEw SHEET NO: ✓CO 21a LLI FCS. had STEP 24'-4" 631.298.2250 26'-0" michael@mchdesignservices.com v P w L i A MASONRY PATIO N T i E P R A 5 -61CRAWL SPACE 0 TREMOVE EXISTING STEPS E VERIFY HEIGHT(TOP OF PATIO TO FIN.FLOOR) R MAX.RISE:8-1/4" ANDERSEN FWG60611 INSTALL 3'X 3'LANDING 400 SERIES HP GLIDING DOOR $ f - TO CODE AS REQ.(VIF) U-FACTOR 0.30 SHCR 0.26Ell a, BATH OUTDOOR SHO ER ALTERED / GRAVELBASE O D W JUL nn 2020 l' ' F A 62"h LATTICE PANEL SURROUND C? 00 ANDERSEN FWG60611 UTILITY ROOM Q, 400 SERIES HP GLIDING DOOR 7-6%:CLG U-FACTOR 0.30 SHCR 0.26 ® t ^ v DINING Qo f WATER ALTERED KITCHEN CH W I I 7-2 CLG I 5-4 O z D Q r�00000i^ ►y DN LANDING W O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z P� w z1:4 z tI BASEMENT W WL Ln � lD v rJ SERVICE _ �) EXISTING WALLS AND DOOR - - - - - - - TO BE REMOVED - - - - - - T-1 'vr I � /1 1.4 G — — — — — — v II W II II II � � 11 it II II FRO\N /O CH 2X8LEDGER DRAWN BY: JD VT = I u ESI ST NG BAS E MA /PLAN 7/24/2020 SCA : 1/4' _ P-0" N 6X6 POST ON ; SCALE: SEE PLAN 12"PIER(TYP) (2)2X10 IRDER ® (2)2X10 GIRDER * R'f0 r� _ N SHEET NO: '-6" 5'-6" R W t 7'-0" 12'-0" 7'-0" 6" 12'-0" ,02 SvA EXSTING PARTIAL FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" 631.298.2250 michoel@mchdesignservices.com 1112 'p^• x^kk_�•'a �V ��' _ _ _._-..: '."•#�' �a •.., ',�'!,m^is'. j WC. LAV. Wi tF : .z 4 ,r, - ___ e _...,...,... . ., ,..--..,. v .. .. �"%•+thy .:: +` 'fi y j SH W ER F.A.I. _` 'Ak+ '1 _Ate, __ _� :.�ti _ .« 9,¢,.°� A" "•, - 3 2 1114 t-,oya. �_i ,�: .`•A', _—. �--- ___ �"�t�'�r``. .r�4..��f a y� C.O. a� �,, - ,#}t[``Ai1,'y3� ,� •i}y� 3d _ _ �� r`z .�.�-_--.•--'--'— �t+d',- 'g',a Ir�s ' '` -74 4,%; }".`"' '!a° *�^TMr^,- ...._...-.•_.�---- "- _-�T'T - 'a, '4"t }-5' v 7, 11/4 ` Ffi"",,'���nrY tj i i`' t"_"^' ��" T� 1 '�1 5 ^-^'r�� �� _C�4� .�•�'K•'°qw'���`. _ � -,.s�,,s" _ ��,-'.'°.`� "�• W.M. JUL 3 0 2020 ' -'"-rr._�_�___�_,_�' 11/2 C • , „ _.._, ..; ', •: C.D. >ht .,.N -......-�`.T:at__'�-� - `R �c_�••--t_'-- t�—, rx„o.ws `r �-- �,�.”- _r =�b•�t` G`:�'� -.Jai,. .-"..�--+�._•'�,�'c�-C'�, �'.�..,z � �-�µ _ v3 .`•`r<" a 4 ^`aP'�; aa.= ti �. ` SLOPErr 1�4 PER FOOT 4 TOAPROVED PITCH TO DRAIN 4"C.I. SEPTIC SYSTEM TRAP HOUSE PLUMBING SCHEMATIC Z W SCALE: NOT TO SCALE r r ^ 41 „ _ r EXISTING RAILING TO BE REPLACE rT, 0 MEET CODE (3' h, BALUSTLn S @4" MAX. SPACING) Ln 74 2X8 DJ 16"OC V ) 2X10 GIRDER THRU-BOLT (2) X4 POST PER POST(VIF) 2X8 LEDGE c���,,�� r^-•^�'-�,,,,,�r .' .•�::;�:��.��:-�.-: ,g:� ';�;�r:-'��,a"..� VERIFY AND ADD .,•'°"s.. IT,�`,,r a,h -: '' ,;' ;�°: � (MIN LAG ST GER REQUIRED JOIST HANGERS, f �4 @1617 ) STRAPPING AND ANCHORS TO PIER AS REQUIRED BY CODE 41 X CONC. PIER TO EXPOSE §ypry ° °• --- ;y _ ' AS REQUIRED FOR DRAWN BY: JD INSPECTION (MIN. 3' BELOW GRADE 4 Ire•" lain R T ) 7/24/2020 �•� - _' rte- -� � �� 1��>� gip¢®�� .I�.I, � � `,8�� ���' I��11 ' `�• , 0 CODE-VIF) SCALE: SEE PLAN CROSS SECTION r^a� - ` 1 i Mme' ► - _.. p r+• SCALE: 3 8" = V-0" �• Wyk. 0 i 9 :.,,•».wr"'�"..,,,�, .� / SHEET NO: , - 250 �\ RAJ 631.298.2250 michoel@mchdesignservices.com 24'-4" E13 V a w N OUTDOOR SHOWER 01) BATH GRAVELBASE LO p 0 62"h LATTICE I - ' " PANEL SURROUND CRAWL SPACE I O iD 5'-3" KITCHEN D F A H 00 UTILITY ROOM -Q�', W 7-6%:CLG V LANDING \� DN O WATER �� w tH z P4 O I 7-2 CLG 4 I I CLG W O !� a 4 z - - � P4 r? wwz 6-4 CLG EXSTI NG PARTIAL FIRST FLOOR PLAN O ' > V SCALE: 1/4" = 1'-0" — — — — — — ^ po - - - - - - - - - - - - - - - - - w Ln APPROVED AS NOTED A DATE: B.P.# FEE: BY: UNHEATED BASEMENT NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE lV FOLLOWING INSPECTIONS: w 1. FOUNDATION - TWO REQUIRED SERVICE FOR POURED CONCRETE _ ON-noo V1/2 2. ROUGH - FRAMING= & PLUMBINGIx1" 1u43. INSULATION , `LAS- 4. FINAL - CONSTRUCTION MUSTWPB Fay. BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE — — — — — — — 3 2 1114 REQUIREMENTS OF THE CODES OF NEW I Co. YORK STATE. NOT RESPONSIBLE FOR ' DESIGN OR CONSTRUCTION ERRORS. 4 t tla STORAGE m wM COMPLY WITH ALL CODES OF 7-6 CLG O1 NEW YORK STATE & TOWN CODES 1112 AS REQUIRED AND CONDITIONS OF `o 3 c��u;urinmvyNZBA DRAWN BY: JD SLOPE"1/4"PER FOOT SOUTHOH BOARD PITCH TO DRAIN 411C i s,E>TICWSrUeMJUU}T} + 7/10/2020 rRavfrousc �TEES - c--- 11'-611 12'-1r2." SCALE: SEE PLAN ELECTRICAL PLUMBING SCHEMATIC INSPECTION REQUIRED I& D F �'0 SCALE: NOT TO SCALE EXISTING BASEMENT PLAN � � Rio 'p- SCALE: N O OCCUPANCY OR SCALE. 1/4 1 0 '* N� USE IS UNLAWFUL PLUMBER CERTIFICATION 2N WITHOUT CERTIFICATE Additional ON LEAD CONTENT BEFORE ��A 0725 Z OF OCCUPANCY Certification CERTIFICATE-OF OCCUPANCY PLUMBING RoFEs �pNP ALL PLUMBING WASTE May Be Requircd. SOLDER USED IN MATER ',VATER LINES NEED SUPPLYSYSTEM CANNOT T fiING BEFORE COVERING 0