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HomeMy WebLinkAbout41866-Z FFotx TOWN OF SOUTHOLD ayo`p c°G 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#: 41866 Date: 8/8/2017 Permission is hereby granted to: Lamm, Sara &Aselton, Matthew c/o Altman Greenfield & Selvag 10960 Wilshire Blvd #1900 Los Angeles, CA 90024 To: make additions and alterations to an existingaccessory building ry g (pool house) as applied for per Southold Town Historic Preservation Commission approval and SCHD At premises located at: 1045 Orchard St, Orient y-a.-&4 VOt 10 Prs PE/Q J J SCTM # 473889 Sec/Block/Lot# 25.-2-20.22 Pursuant to application dated 7/27/2017 and approved by the Building Inspector. To expire on 2/7/2019. Fees: ALTERATION OF ACCESSORY BUILDINGS $452.00 CO - RY BUILDING $50.00 Total: $502.00 Building Inspector r q 50UTyOlo TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 qt�bo INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RE STANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] E CT RICAL (ROUGH) [ ] ELECTRICAL (FINAL) [' CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS:---------- ------- - o Z vl--wmal- 5�vw wltl6ib l et ov✓�rcTv � oyl t> NO► vyi t ,ekil[C�AA V��ffi I t 4 r' 41 o S �S VI � P.✓Im� DATE INSPECTOR i a � FIELD INSPECTION REPORT 7DATE COMMENTS FOUNDATION(1ST) -------------------------------------- FOUNDATION (2ND) z 0 ROUGH FRAMING.& y PLUMBING F� r INSULATION PER N.Y: H STATE ENERGY CODE �- FINAL 4-6 ADDITIONAL COMMENTS O rn � b J �. O o d N OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST / �1 DING DEPARTMENT Do you have or need the following,before applying? 1 V WM HALL Board of Health lRbUTHOLD,NY 11971 4 sets of Building Plans ' TEL: 631 ( )765-1802 Planning Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Cheek Septic Form [RQR0V[R Truste D.E.C. es C.O.Application Flood Permit D Truste Examined—(7 20 OD Single&Separate MAR3 0 2017 Stoma-Water Assessment Form Contact: Approved 20 D Mail to: Disapproved a/c TO T+ S MOLD Phone: Expiration 20 uil ns ec r QI APPLICATION FOR BUIL ING PERMIT e IXYG{1 oZ1 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 inspection throughout the!work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Sidtiature of app can or nam , a corporation) (w) Its 3G 177rookl',h M1 LlaIS (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder ft�.ti�•�' I 11 Name of owner of premises �-4�� A`�`T� Sava {--av n w► (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: l04 5 orclAaird -E,f4A!t House Number Street Hamlet County Tax Map No. 1000 Section or, Block a Lot o7a•rya j,. Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended�use and occupancy of proposed construction: r a. Existing use and occupancy �cce55Dr {Z�GIns.L� G'iaye,q¢ e xv,f w-'e"t b. Intended use and occupancy QeSo l 1-�0 se. 3. Nature of work(check which applicable):New Building Addition Alteration Repair ✓ Removal Demolition ✓ Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units l {. Number of dwellingunits on each floor 1 a rt�ww�'I lotct✓oow% rower g �— � t o Floof. 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 Z o'4"1 Rear '�0 14' Depth '-W Height 2.4' tkAx. Number of Stories 1 t9- Dimensions of same structure with alterations or additions: Front 20' Hip —Rear—10"" Depth 'JA Height Vi Vwr. Number of Stories 8. Dimensions of entire new construction:Front 2'014 Rear 9Lo'4� Depth 44 Height a`f' MAk Number of Stories i 9. Size of lot:Front 1ot?J, Rear 1°naL Depth o9 C70' 10.Date of Purchase 12I 1*I oZ o I r7 Name of Former Owner ;2,,6e-r t- Todd 4uckk@ b 2 r r 11.Zone or use district in which premises are situated P.-AD 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. I 16.Provide survey,to scale,with accurate foundation plan andl distances to property lines. 1111'1111f1 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.' •���,,,1�'`s, K�I•,rr6 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. �`�N0.011110301p ���; j QNALIFIEOIN '�, ,� KINOlR COUNTM .� STATE OF NEW YO1tK) � y CQ,MM.EXP. !,,,n/' SS: ��J1 Q•!11/ZON r �C.• COUNTY OF I�'''1�1-1 �',��`N US 00 f p� ` "............' -A0 1�,A If�Qi (j��✓f5 being duly sworn,deposes and says that(s)he is the applicant ,,�I�.48 11 110% �, 1 (Name o individual signing contract)above named, (S)He is the A V-CIt t'ke Ct (Contractor,Agent Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Spto before me this Cj� —day of 20a ry Public Signature of Applicant i i Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. ' 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. August 2, 2017 New Construction: Old or Pre-existing Building: x (check one) Location of Property: 1045 orchard Street Orient House No. Street Hamlet Owner or Owners of Property: Sara Lamm & Matthew Aselton Suffolk County Tax Map No 1000,Section 25 Block 2 Lot 20.22 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: John Bassett Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: x (check one) Fee Submitted: $ !�50 — Q►M,eJ� p licant ignature ELIZABETH ROBERTS ARCHITECTURE & DESIGN. P.C. 168 Seventh Street,#3C,Brooklyn,NY 11215 t.718 504 5488 www.elizabethroberts.com March 28, 2017 Southold Building Department Attn: Damon Rallis 53095 Main Road Southold, NY 11971 (631) 765 11971 Dear Mr. Rallis, Please find the enclosed check for $50.00 for two (2) applications for building permits for the following address: 1045 Orchard Street Orient, NY 11957 These applications cover proposed demolition and renovation work to be done to two separate structures on the property: the existing two Story Family Dwelling and existing Accessory Detached Garage Apartment which we are proposing converting to a Pool House. The scope of work is defined in the Schematic Design Set dated 2/28/2017 and a preliminary Permit Set for the House dated�3/23/2017. Three copies of each set are included. Please mail the permit or Building Department response to: Elizabeth Roberts Architecture & Design Attn: John Bassett 168 7th St. #3C Brooklyn, NY 11215 Thank you, John Bassett Scott A. Russell SUPERVISOR MA\NA\GIIEMIENT SOUTHOW TOWN HALL-P.O.Box 1179 ! ]� ]�] 53095 Main Road=SO.UTHOLD�NEW YORK 11971 , Town Of SOu�/GOG(�L 01 i i CHAPTER 236 - STORMWATER,MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES. THIS PROJFC r HNVOLV E, ANY OF THE FOLLOWING: Yes NO (CHECK ALL THAT APPLY) 0El A. Clearing, grubbing, grading or stripping.of land which affects more than 5,000-square feet of ground-surface. ❑0 B. Excavation or filling involving more-than 200 cubic yards of material within-any parcel or any contiguous area. ❑� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑� D. Site.preparation within 100. feet of wetlands, beach, bluff or coastal erosion hazard area. [I El E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. El 0 F: Installation of new or resurfaced impervious.surfaces of 1,00.0 square feet or.more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with.your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to'your.project. If you answered YES to one or more of the above,.please submit Two copies of a Stormwater Management Control Plan and a.completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: District NAME: John Bassett 25 2 - 20.22 Aug 2, 2017 ii�m Section Block Lot FOR BUILDING DEPARTMENT USE ONLY*`** Contact Information 718 5 0 4—5 4 8.8 x 113 Mkph..Numbed Reviewed.By: Date- Property Address/Location of Construction Work: Approved for processing Building Permit. 1045 Orchard Street ❑ Stormwater,Management.Control Plan Not Required, Orient, NY 11957 0 Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-T.OS MAY 2014 i i Town Hall Annex Jfi � p Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 11794 Southold, NY 11971-0959 - eh 5y BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE'CONSTRUCTION PRE-ENGINEERED... WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: August 2, 2017 Owner: Sara Lamm & Matthew Aselton Location of Property:. 1045 Orchard Street, Orient NY 11957 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure X Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) X Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) X Floor and roof framing (FR) Signature: Name (person submitting this form): John Bassett Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 � ��o��gOfFQI�-`QGy x James Garretson,Chairperson y • ! Town Hall Annex Anne Surchin,Vice Chair 'flQl �.�� 54375 Route 25 Donald Feiler PO Box 1179 James Grathwohl Southold,NY 11971 Robert Harper Fax(631)765-9502 Gary Parker Telephone: (631)765-1802 Edward Webb www.southoldtownny.gov Damon Rallis,Administrative Assistant Town of Southold Historic Preservation Commission RESOLUTION #7.18.17.1 July 18, 2017 Certificate of Appropriateness i RE: 1045 Orchard Street, Orient, SCTM# 1000-25.-2-20.22 Owner: Aselton/Lamm RESOLUTION: WHEREAS, 1045 Village Lane, Orient, NY is on the Town of Southold,New York State, and National Registers of Historic Structures/Places, and WHEREAS, as set forth in Section 56-7 (b) of the Town Law (Landmarks Preservation Code) of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Landmarks Preservation Commission prior to the issuance of a Building Permit, and WHEREAS, an application to make additions and alterations to an existing single family dwelling, as well as to an existing accessory building was submitted to the Southold Town Historic Preservation Commission on July 18, 2017, and WHEREAS, representatives for the applicant met with commission in pre-submission conferences on April 18, 2017; May 16, 2017; and June June 20, 2017; and a public hearing was held on July 17, 2017 and final drawings were submitted to the commission at that time. • NOW THEREFORE BE IT RESOLVED, that the Southold Town Historic Preservation Commission determines that the proposed work detailed in the above referenced application has met the criteria for approval under Section 170-8 (A) of the Southold Town Code and, BE IT FURTHER RESOLVED, that the Commission approves the request for a Certificate of Appropriateness. MOVER: Webb SECONDER: Grathwohl AYES: Unanimous NAYS: n/a RESULT: Passed Please note that any deviation from the approved plans referenced above may require further review from the commission. i Signed: Damon Peter Rallis, Application Coordinator for the Historic Preservation Commission Date: STOPPER OR SUITABLE a -� NO SURFACE WATER WITHIN END PUU6 COVER t2gO FEET OF PROPERTY PROPOSED SANITARY SITE PLAN: T ' .�/L1�ti� f e�rWi� N NO WELLS WITHIN 150 FEET PROPOSED PRIVATE X11 TO GRADE ��+����� OF PROPERTY DOW:5TIG WELL 6.62 51TUATE AT: By Suffolk CO;:Tiiy 3�epa�tner�t of Health Services EXISTING �R AN EX15TIN6 WELL To sE U5ED FOR 1045 ORCHARD STREET ORIENT,NY TABOR LAND LLG NEIGHBORING VACANT IRRI6ATION RRP05E5 ONLY BUILDING TOWN OF 50UTHOLD °OS�� E ° :: 152.26 xI112 SUFFOLK COUNTY,NEW YORK TYPICAL � N � N87 47 30 E �� Is.�a n46 EXTERIOR Sw ELBOWW OAT 4> "O O FENCE v' .1" LINE O la 3 Exl L. W LOT AREA. 4b 17 5F (I�aG) GLEANOUT LAND NOW OR FORMERLY OF: 14 21 EX.G . ..�_._,s._. NT.S. LORI FEILB9 \ I x16.6a I6b) ONG.P 1.G5 V / 7T�T r �� �;s h T �^s t ITE PLAN BASED ON ORIGINAL SURVEY BY: x16.94 li.bl I- y>� 1.51 °'�' ' �� ,-I :.> T° L HN G.EHLERS,LAND SURVEYOR NY5 LIG No.50202 Pool i_ J p (�G 1.08 SHOVE 1>T ON FINAL ►S.,UPZ= l y EAST MAIN STREET RIVERHEAD,NY 11901 QFu' EQUIP �I EXISTING REPUTED LOCATION OF SANITARY 3 xlb.lb �`\ SYSTEM TO BE ABANDONED IN r' ❑❑❑ ❑ ❑❑❑❑❑ Q CONCRETE _ YED: 04-10-20I1 ❑ �� 20A' c��� DRIVE AY ------- PLACE SGDH5 REGUREMBiTS. / ❑ 0 l® $E,I bo WE SEE BOXED NOTE o PROP. ROQ $, e S) �(ItS ,BB lnspte NOTE5: INfROUN� Q �.�l:,OI �, z ,.. 1.5POT ELEVATION5 ARE REFERENGED TO NAVDSS I.bFOR GLEANOUT(5)LOCATED IN TRAFFIG AREAS,PROVIDE 0 FINRR.16.4' SWIMMING F R p� F�QSTiNG G �, � ` �� f ^ji � 52-.s. WITH TRAFFIC BEARING FRAME AND COVER. \ O E h1450Wy POOL gE� 2 STY FP.GARAGE $ 0nOu s I Adv4sn _ APPLICANT/OWNER: SD 2.FOR USE WITH BUILDING FXfEN510N5/GONNEGT10N5. O ❑ \ ❑ PATIO pF FlNFLR 181Ifl Rc, MATTHEW ASELTON AND SARA LAMM ❑ ❑ p b >db.g5 AREA 15315F. STONE M � =!:li?11 !Fit .otiG t, 11 NOTE: ADDITIONAL GLEAN OUT SHALL BE ; 11 2 STM ❑ �� PRIVEWar w ` . � .z"nfnga ty c.,v,t n-�s rlvo iVr PROVIDED IN INTERIOR OF BLDG,NO I��TRAP \ POOL FIOI)`.�E �` j• - N � � ,n. t . N � FINFLE.Ibb' I)005F. 30.4' `�' "" ��3Ti G:13?:.,�i.�:. G�==,;��.'�;,.;=':.��G:,y°'"'-� �Os, SHALL BE PROVIDED PER IRG 2015,P3201.4 ❑ 16.42 Ia.60 EXISTING ," �,i,r-_T �'�4 Tom:. ''' ^in>ied 't! \ ❑ ARFA:8945F. x 8;6 b.ol NEIGHBORING OOrit ..1GS�.T1G� ,•ri°� � " • �-` EX.5TONE a =»p1 nr r 1 PROPOSED SANITARY PIPING ❑°IS.ga Of.ISA' 44 BUILDINGS COiCTp1C.0 �'0 ;�J\+iy:- u ��'Y}Svi E. y 18b6'64,/LF = 4b7" = 11 Ao°❑❑00❑ 5.q1 ❑ o o ° • ABANDONED IN-PLACE: 03q,DROP(MIN) -- m EXISTING SANITARY STRUGTURE SHALL BE ABANDONED 20 v o STORM DRAINAGE SYSTEMS: IE 1484 NO STORM DRAINAGE STRUCTURES EXIST ON OR BY RBSI0VIN6 ALL RESIDUAL OVIN6E WASTES F H PROPOSED SANITARY PIPING ('TYP OF 2) x ��� O.E. 1434' ,3�fo3 rn RO GSED SANITARY SYSTEM: . LICENSED WASTE HAULER REMOVING THE TOP OF THE " " - , 0 9 GONVENTONAL 3 BEDROOM SYSTEM,GRAVITY FEED ARE PROPOSED FOR THIS SITE STRIIGTURE(5),BAGKFILLIN6 WITH SUITABLE SAND AND 53.I1 ®Y4 /L.F. = 13.29 �5T� IP.$3 14bR5E CASE)i)b/LF._ � rn IMPROVED-RESIDENCE T- I.11 DROP(MIN) \` 0 I b0'=0.14'MIN DROP 70 (OVERSIZED PER CLIENT REQUEST) F+y CV GRAVEL MATERIAL,AND PROPERLY COMPACTING. 1 0 0 R16LIC WATER U5E: I ^ r ` " I-IW 5EPTIG TANK,8V x 61A(5'EFF.DEPTH) NO SURFACE WATER WITHIN ABANDONMENT BY REMOVAL- � � /Ex� - SEE DETAIL V15 OW 300 FEET OF PROPERTY EXISTING SYSTEM TO BE ABANDONED BY REMOVING /o x • 2-0 x 8 LIQ.DEPTH LEAGHIN6 POOLS NO WELLS WITHIN 150 FEET O (�ALL RESIDUAL SEWAGE WASTES BY A LICENSED x - B.O.POOLS A EL.5.9b'(3.12'5EPERATION FROM GROUNDWATER) OF PROPERTY eta ,� / l WASTE HAULER,REMOVING THE ENTIRE 5TRZTURE(5), GpS�` z - HI611E5T EXPECTEP GROUNDWATER®EL.2.qb' { W BAGKFILLING WITH SUITABLE SAND AND GRAVEL �p�>' -�QC FT.OF 51DF1^IALL LEACHING AREA PROVIDED , t, .p � 1 Cti X Z MATERIAL,AND PROPERLY COMPAGTTNG. n51 rn LOCH FOR 50SG F�4'AN510N SHOWN .� r z vim" r REPUTED LOG.OF EX SAK 5Y5.T0� EXIST. ,` ; ';. r �` (Ll W BE ABANDONED BY REMOVAL PER Q, O 4°:;; J I' MM D EX15T t I } Fi-I O = 10 1 • •MINo -&A _ 5GDH5 RE(2W5,5EE BOXED NOTE Ex.G.L.FENCE 1 18.16 ,�A 1 SYSTEM E: �• s (� d) �(L� I1.84 1738 GA. EX WD F ,�) .„� �- O Q ll 1� lx� Yr r c�yk 1 6AT 1 EPLH Y t"t C O EXISTING C)` I EX WD• 2`i•4 Ib EX15T.HED6E POI I c�p�1SP t ' >''• = �:, NEI6HBORING BUILDING ��p EX.CELLAR ENT. L 5N XI W p pE 9" l.`• ' ' y C.) CM m TO PEMAIN FI R EL.20.0' j , HiPXI EL.1534 6ROUND LEVEL D \ BROWN LOAM(OL) r.. IMPROVED-RE5IDENCE EX.6ENEP.ATOR Q \ ' Q EL.I1.34' I.O'BELOW GRADE T" i C TO REMAIN c� �u j'°' NO SURFACE WATER WITHIN EX 2 STY FR. \' BROWN SILTY SAND EXI5TIN5 300 FEET OF PROPERTY EX.CHIMNEY DWELLIfy5 O O PRIVATE WELL NO WELLS WITHIN 150 FEET /EDROOM) 2b' 16.13 O \ \ L, t.,i 'V{ c�> Fi 205' \\ o EXISTING EL.1534' 3.0'BELOW GRADE � r <'r' 173' \ - NEIGHBORING - =`' i 13' 18.go \� OM O BUILDING PALE BRN FINE TO y 1..`,. o 0 o � 6ND WTR COURSE SAND(5H) e I."i ^) 1 Ib.ib pa EL. ": C:) ENGINEER: O E)a5TING E4 x 2q \ d �,:! r Ib.l BELOW GRADE t•. OPEN PORCH 175 -I q33 WATER IN PALE N o O BROWN FINE TO Gf� O w A � HOLE COURSE SAND(540 O w \ PROVIDE GOVER5: Z Cl \\ w.a3 EL.134' 11.O'BELOW GRADE 1� WHEN NOT REQUIRED TO BE SET AT FINISHED GRADE U5E: A m y a 2 •PREGA5T REINFORGED CONCRETE COVER(OR EMAIL) TEST HOLE nLU o W D BY: MGDONALD 6EOSGIENGE FIN15HED GRADE o 0 J - _ - - - - g2o.Io ?0.0 BOX 1000 SOUTHOLD N.Y. 11911 SGDHS APPROVAL AREA: 1886 631-765-36T! E C CONCRETE 51DEWALK DATE: AUG.Oq,2017 O 7 93 � GONCRETE EX.GONGRErE SI LK 12 .q1 193.93' \ ARO ESSI0NP� COVER S88°4-7`3 W = w.11 6RouNDWATER ENCOUNTER At SUMS REF. No. 2' iv Ala cn Ex.cONc.aF I6.1'BELOW GRADE �\ - cv EX.GONG.CUP13 EX.RD \ JEFFREY T.BUTLER,P.E. CONCRETE PROVIDE GOVER5: CHIMNEY A 5EPARATION 1?15TAW E RE0'MT5 FOR WHEN NOT REGUIRED TO BE SET AT FINISHED 6RADE 15E: 20" ORCHARD STREET SANITARY SEPTIC TANKS I/A OWTS •PRE( NC AST REINFORCED CONCRETE COVER(OR EQUAL) O MIN '' WHEN REQUIRED TO BE SET AT FINISHED 6RADE USE: rPUMP 5TA OR MANHOLE (RESIDENTIAL): •CAST IRON GaV>R5 AND FRAME-FLAT,NON-SKID FINISH,LOCKING, F- N.,' IZONTAL SEPARATION D15TANC25: WATERTI6HT,%EGT-PROOF AND BE APPROVED FOR 5EWA6E U5E �- 9 -® rj�•' A.BUILDING IN CELLAR= 10'-0- z ® Z C B.BUILDING ON SLAB=5'-0' OR ASTM PLASTIC ® Uj FINISHED GRADE N !L 2400 SEWER PIPE � � VACANT �,�1- G.PORGIES,DECKS,HOUSE OVERHANGS, QI z O ® I IMPROVED-DWELLING VACANT NATE WELL � IMPROVED OTC � c��t � GANTILEVB25,ETC=5'-0" } SEWER PIPE NU ham- D.WATER LINES= IO-0 SDR 35 RATING ® PE51DENTIAL LOT '=r2 COVER TO GRADE Z O Z m REOV PITCH= ® NO SURFACE WATER WITHIN -v Cp E.SURFACE WATER(l^lETLANDS)=15'-0' I•--t CV O p I/8"PER FT.MIN NO WELL OR 5EPT16 5Y5. 300 FEET OF PROPERTY F.PUBLIC WELL=200-0 U DROP'I 1E 1 N I ( }- EXI5T5 WITHIN 150'OF � Z W 6.PRIVATE PELL=15'-0' USED ON INLET X < O (v F- W I " EX15T. +J O O H.RETAINING WALL(WTRPROOF) =10'-0" �' I z > THE SUB,IEGT PROPERTY 3'MIN. 3'MIN SANITARY , J.U/G FUEL TANS S= 10'-0" tr b"SLAB FOR N Q/ COLLAR COLLAR I SYSTEM tU K U/G UTILITIES=5'-0' CHIMNEY , LAWN ARFA9 Z In I Q D- �L- L.ROAD STORM DRAIN5=20'-0" M.ON SITE STORM DRAINS= 10'-0" I I Q Q O SITE PLAN - PROPOSED WORD N.CAT( BASINS"-LEA(HING)-5 0 ____ i\ 0.SANITARY LEAGHING POOL=8-0 ____ ____ .o P.SEPTIC TANK,PUMP 5TA OR M.N.=&'-0' � W 1 INLET 1 FLOW BAFFLE -I r ®® J Q.PROPERTY LINES=5'-0' o OUTLET Q QC v # O O LP 0 d + R.SWIMMING POOL=20'-0" 2400 5EWER PIPE OR `fl FLOW LINE - w LL N \\� ®®® 5.TOP OF EMBANKMENT OR STEEP SLOPE ASTM PLASTIC SEWER I of I a 2400 SEWER PIPE OR 30 15 0 30 60 q0 120 (IS K SLOPE OR GREATER)=25'-0" PIPE W/50R35 �_ I crV /x I - T.BLUFF=b5'-O' Y RATING 4 i PIPE 5DRI35 RATING Cn � I z z LL- 6RAPHIG 5GALE I -30-0 U.DEGK/RAMP=5-0 REOV PITCH = I REQb PITCH= O O O O 31 MIN TO 1/4"PER FT.MIN. RECORDED Th 8'-0" z} j� I Q 1/&"PER FT.MIN. a/ O GROUND WATER 5EPARATION 015TANGE REQ'MT5 FOR SANITARY LEACHING 5TRUGTURE5 NE51DENTIAU: o 3" a Z Lu COLLAR DEPTH MINIMUM HORIZONTAL SEPARATION DISTANGE5: M.CATCH BASINS(NON-LEAGHIN6 STRUGT) = 10'-0" X.LEACHING GALLEYS: LQ � (BAGKFILL TO BE GLEAN SAND A BUILDING W/CELLAR= 10-0 N.SANITARY LEACHING POOL=8-0 I.GALLEY TO 6ALLEY- I O AND GRAVEL) B.BUILDING ON 5LA13= 10'-0' P.SEPTIC TANK,PUMP 5TA,6REASE TRAP A.LONG SIDE TO LONG 51DE =4'-0'MIN ST G.I UILDING ON PILE FOUNDATION: 10'-0" OR MANHOLE=W-0" B.SHORT 51DE TO SHORT 51DE=2'-0'MIN D.PORCHES,DECKS,HOUSE OVERHANGS, 0.PROPERTY LINE5=5'-0" 2.6ALLEY TO GROUNDWATER- V DIA. J` - - - - CANTILEVERS,ETG:5'-0' R.SWIMMING POOL=20'-0" A.2'EFF.DEPTH=2'TO 6ROU 1--NDWTR MIM �`"A( " E.WATER 5ERVIGE LINES= 10,-0" 5.RETAINING WALL(WATERPROFF) = 10'-0' B.>2'EFF.DEPTH=V TO 6ROUNDWTR MIN - -` - - - ELEVATION F.U/G UTILITIE5=5'-0' T.U/6 FUEL TANKS=20'-0' 6.SURFACE WATER(WETLANDS)= IOV-0" U.BLUFF=b5'-O" H.PUBLIC L=200 '- V.DECK/RAMP=5'-0' SEPTIC TANK - 19500 GAL. TYPICAL SANITARY LEACHING POOL J.PRIVATE WELL= 100'-0" W.TOP EMBANKMENT OR STEEP SLOPE K.ROAD STORM DRAINS/REGHARGE BASIN=20'-0" (15%SLOPE OR GREATER)=25'-0' SPI NOT TO 50ALE L.ON-51TE DRYWE.L5 AND DRNG 5TRUGT.= 10'-0" NOT TO SCALE THESE DRAWINGS AND AGGOMPANYING 5PEGIFIGATION5, AS INSTRUMENTS OF SERVICE,ARE THE EXGLU5IVE PROPERTY OF THE ARGHITEGT AND THEIR USE AND PUBLIGATION SHALL-BE IRES•RIGTED TO THE ORIGINAL 51TE FOR WHIGH THEY WERE PREPARED. REU5E, REPRODUGTION OR PUBLIGATION BY ANY METHOD, IN WHOLE OR IN PART, O f I 15 PROHIBITED EXGEPT BY WRITTEN PERMISSION FROM THE ARGHITEGT. TITLE TO THESE PLANS SHALL REMAIN WITH THE: ARGHITEGT.VI5UAL GONTAGT WITH THEM SHALL GONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. (Gej ELECTRWAL DATE OVER AS Ns'0TED IKISPEC , DATE: B.P.9 F fl,'LL,COD ES 0F FE y NEW YORK STP )� & j-aVf\ CODE S NOTIF UILDINGDEP%RTMIL NT AT AS REQUIREDACONDtTIONIS 0F 765-1302 8 AM TO 4 Pkii FOR THE FOLLOWING INSPECTIONS: Pig 90A 1. FOUNDATION - TWO REQUIRED r A-r ---------- FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4, FINAL - CONSTRUCTION MUST T> BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE! FOR DESIGN OR CONSTRUCTION ERRORS. UpANC Y OR cc-, USE IS UNLAWFUL PLUMBER CERTIFICATION WtTI-10 I UT CERTIFICATE ON LEAD.CONTENT BEFORE CERTIFICATE OF OCCUPANCY GE oGGLJPANC-Y SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1%LEAD. PLUMBING ALL PLUMBING WASTE &WATER LINES NEED TRUSS PL.46AADING REQUIRED TESTING-BEFORE COVERING RETAIL! STORM WATER RUNOFF PURSUANT TO CHAPTER 236 Or-THEL TMN GODE., PROJECT DESCRIPTION DEMOLITION NOTES PROJECT ALTERATIONS TO AN EXISTING ACCESSORY STRUCTURE,WORK WILL CONSIST OF 1. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF LAND NOW OR FORMERLY OF: GENERAL CONSTRUCTION AND PLUMBING,AS PER PLANS SUBMITTED.THERE IS ALL-APPLICABLE FEDERAL,STATE AND LOCAL SAFETYAND HEALTH TABOR LAND LLC LEGENDEXIS �w A w A NO CHANGE TO USE,BULK,EGRESS OR OCCUPANCY UNDER THIS APPLICATION. REGULATIONS REGARDING THE DEMOLITION OF STRUCTURES INCLUDING INGR NNDCWIMMINr I\v/I I\Y/� ANSI/NFPD241-BUILDING CONSTRUCTION AND DEMOLITION OPERATIONS. Poo�wIrHFEN FENCE N82'05'00"E N87'47'30"E 152.26' PROPERTY LINE 2. THE CONTRACTOR SHALL PERFORM ALL OPERATIONS OF DEMOLITION AND CODE-NO CHANGE 40.00 _,�-�- -; � AS ELTON G E N E R A L N O T E S PROPOSED UNDER THIS REMOVAL INDICATED ON THE DRAWINGS AND AS MAYBE REQUIRED BY THE PERMITAPPLICATION g/--I I-I im WORK.ALL WORK SHALL BE DONE CAREFULLY AND NEATLY,IN A SYSTEMATIC ;^ _ 1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS IOTHE TOWN OF -�-- a CHAIN L HIGH INKF POOL HOUSE SOUTHOLD BUILDING CODE,FIRE DEPARTMENT REGULATIONS,UTILITY COMPANY MANNER. REMOVE EXISTING 1 � CHAIN LINK FENCE 2. THE CONTRACTOR SHALL PROVIDE INTERIOR SHORING,BRACING,OR DECK -Za's 2FSTORY REQUIREMENTS,AND BEST TRADE PRACTICES. TEMPORARY SUPPORTS TO PREVENT MOVEMENT,SETTLEMENT OR -" RELOCATE EXISTING FF 16.4' "� GARAGE 88 E RAME 2. BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE AND OBTAIN ALL FF,6.7 a 6 5 ------- SCOPE OF WORK 10450RCHARD STREET COLLAPSE OF STRUCTURES TO BE DEMOLISHED AND CONSTRUCTION TO OUTDOOR SHOWER ------------ I.- REQUIRED PERMITS AND ALL OTHER APPROVALS AS REQUIRED,AND PAY ALL ,., FOR THIS PERMIT ORIENT,NY 11657 REMAIN. EXISTING ACCESSORY ~' 1 a APPLICATION FEES REQUIRED BY THE GOVERNING NEW PORK STATE AGENCIES. 3. THE CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION STRUCTURE - a 3. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE gU, 1 2 STORY FOR THE BUILDING AND ITS CONTENTS DURING THE COURSE OF THE WORK. SCOPE OF WORK FOR THIS FRAME LOCAL AUTHORITIES.THE CONTRACTOR SHALL COMPLY WITH ALL TOWN,STATE, BARN R ARCHITECT AND FEDERAL REGULATORY AGENCIES HAVING JURISDICTION OVER THE WORK. ALL OPENINGS IN ANY WALL OR ROOF SHALL BE PROTECTED FROM ALL PERM TCHANGETION-NO I I FF 16.8' FORMS OF WEATHER OR WATER PENETRATION. CHANGE BULK o 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL 4. REMOVE ALL PARTITIONS AS INDICATED ON THE DRAWINGS WITH DASHED Lp 6 I a ELIZABETH ROBERTS CONDITIONS AND MATERIAL WITHIN THE PROPOSED CONSTRUCTION AREA.THE EXISTING cN LINES.REMOVE ALL INTERIOR FINISH SURFACES AND ALL TRIM,ETC. FCONTCTOR SHALL OR ALL STRUCTURAL ORI REMOVAL TASKS.GN AND INSTALL ATHE CONTRACTOR SHALBHAVEEQUATE SHORING AND NG NON-HABITABLE o (V I OQ ARCHITECTURE& DESIGN 5. ALL EXISTING SURFACES AND EQUIPMENTTO REMAIN SHALL FULLY ACCESSORY GARAGE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE PROTECTED FROM DAMAGE. THE CONTRACTOR SHALLASSUME FULL -NO CHANGE (N 1687TH STREET 3C EXECUTION OF THE WORK.THE CONTRACTOR SHALL TAKE ALL NECESSARY RESPONSIBILITY FOR DAMAGE INCURRED OUTSIDE SCOPE OF WORK AND PROPOSED a i I e 718504BROOK YN,648 NY 11215 PRECAUTIONS TO INSURE THE SAFETY OF THE BUILDING,ITS OCCUPANTS AND SHALL MAKE REPAIRS REQUIRED WITHOUT ADDITIONAL COST TO THE o i 718504 5488 OWNER. Ins a THE GENERAL PUBLIC DURING CONSTRUCTION. 5. PREVENT DAMAGE TO STRUCTURAL ELEMENTS.NO STRUCTURAL 5. ALL WORK SHALL BE DONE IN A FIRST-CLASS WORKMANLIKE MANNER BY ( ) STRUCTURAL ENGINEER ELEMENTS SHALL BE REMOVED UNLESS PORTIONS AFFECTED ARE I ) MECHANICS SKILLED IN THEIR RESPECTIVE TRADES. ADEQUATELY SUPPORTED BY EITHER TEMPORARY SHORING OR NEW SILMAN 6. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED YET NECESSARY FOR 5 �. _-_-_,-,-,-,-,_, STRUCTURAL ELEMENTS AS REQUIRED TO PROTECT THE STABILITY AND EXISTING TRELLIS-NO PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL 8E INCLUDED IN 00� THE WORK AND THE AGREED COST OF THE WORKAS IF THEY WERE INDICATED INTEGRITY OF THE EXISTING STRUCTURE.ALL WALLS TO BE DEMOLISHED CHANGE PROPOSED O 32 OLD SLIP,10TH FLOOR SHALL HAVE FINISHES REMOVED AND STRUCTURE INSPECTED BEFORE 1 STORY "e NEW YORK,NY 10005 COMPLETE REMOVAL. LLJ --------- IN THE DRAWINGS. - �20•0�_ � � m"� 7. DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONAL INFORMATION.USE 6. NO CUTTING OR CHANNELING ALLOWED IN HEAVY TIMBER FRAMING. p ; zlzszo7s7o ONLY WRITTEN DIMENSIONS.IN THE EVENT OFA CONFLICT BETWEEN 7• REMOVE OR RELOCATE ALL WIRING,PLUMBING,AND MECHANICAL EXISTING TWO STORY g 2 STORY O� f DIMENSIONS OR BETWEEN DIMENSIONS AND FIELD CONDITIONS,NOTIFY THE FAMILY DWELLING p0 FRAME EQUIPMENT AFFECTED BY REMOVAL OF PARTITIONS, REMOVED PIPES HOUSE O MECHANICAL ENGINEER ARCHITECT BEFORE PROCEEDING WITH THE WORK. AND/OR LINES SHALL BE CUT TO A POINT OF CONCEALMENT BEHIND OR CELLAR-SEE CN ,. FF zo.s a 8. ALL DIMENSIONS ARE FROM FINISH FACE TO FINISH FACE UNLESS SEPARATEFOPR PERMIT PROPOSED BELOW FINISH SURFACES,AND SHALL BE PROPERLY CAPPED OR PLUGGED. ser FOR PRoaaseo 0 � DIANTONIO OTHERWISE NOTED OR SHOWN. 8. REMOVE ALL PLUMBING FIXTURES AND ALL BRANCH WATER,WASTE,AND CHANGE TO HOUSE z =2 9. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL I CONSULTING ENGINEERS CONDITIONS AND DIMENSIONS IN THE FIELD AND NOTIFY THE ARCHITECT OF GAS PIPING MADE OBSOLETE BY THIS WORK. v 30 WEST WAUKENAAVENUE 9. REMOVE ALL ELECTRIC CONDUIT,WIREMOLD,BOXES,AND FIXTURES, OCEANSIDE,NY 11572 ANY DISCREPANCIES BEFORE PROCEEDING WITH ANY WORK. NO CHANGES OR g j DISCONNECT EXISTING CIRCUITS AT PANEL. �; 516 594 a28a SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATION OF THE EXISTING WALK-ND N ARCHITECT.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT 10.KEEP PASSAGE WAYS AND EXTERIOR SPACES CONTINUOUSLY CLEAN. CHANGE PROPOSED O REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB 11.THE CONTRACTOR ATALLTIMES SHALL KEEP THE PREMISES FREE FROM CONDITIONS. ACCUMULATION OF WASTE MATERIALS,DEBRIS OR RUBBISH CAUSED BY HIS 10.THE CONTRACTOR SHALL LAYOUT HIS OWN WORK,AND SHALL PROVIDE ALL OPERATIONS.DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AS THE JOB PROCEEDS. AT THE COMPLETION OF THE WORK,HE SHALL REMOVE ALL HIS DIMENSIONS REQUIRED FOR OTHER TRADES,PLUMBING,ELECTRICAL,ETC. 11.VERIFYDIMENSIONSGIVENBEFOREBEGINNINGWORK,ANDNOTIFY WASTE MATERIALS FROM AND ABOUT THE PROJECTAS WELL AS ALL HIS ORCHARD STREET 5'10' 20' 40' ARCHITECT OF DISCREPANCIES WHICH WILL ADVERSELY AFFECT THE WORK. TOOLS,CONSTRUCTION EQUIPMENT,MACHINERY AND SURPLUS MATERIALS. PLOT PLAN UTILITIES MUST BE AVAILABLE AT ALL TIME. SCALE 12.WHERE THE ALTERATIONS OCCUR,OR NEW AND OLD WORK JOIN,THE 13.IF THE CONTRACTOR FAILS TO CLEAN UPATTHE COMPLETION OF THE 1132•-1-O" IMMEDIATE SURFACES,CEILINGS,WALLS,AND ALL FINISH TRIM SHALL BE CUT, WORK,THE OWNER MAY DO SO AND THE COST THEREOF SHALL BE CHARGED REMOVED,PATCHED,REPAIRED,OR REFURBISHED AND LEFT IN AS GOOD A TO THE CONTRACTOR. CONDITION AS EXISTED PRIOR TO THE COMMENCEMENT OF WORK. CONTRACTOR SHALL MAINTAIN A COMPLETE AND CURRENT SET OF DRAWINGS, SMOKE AND CARBON MONOXIDE P L O T P L A N N 0 T E S SITE DATA CONSTRUCTION SKETCHES,AND SUB-CONTRACTOR SHOP DRAWINGS AT THE DETECTOR NOTES JOB SITE ATALL TIMES. PLOT PLAN MAP INFORMATION TAKEN FROM SURVEY DONE BY JOHN C ZONE: R-40 13.CONTRACTOR SHALL CARRY LIABILITY INSURANCE TO PROTECT OWNER AND 1. A SINGLE STATION SMOKE DETECTOR SHALL BE INSTALLED IN EACH EHLERS LAND SURVEYOR. TOWN OF SOUTHOLD ARCHITECT;AND WORKMAN'S COMPENSATION IN AMOUNTS AS REQUIRED BY LOCATION SPECIFIED ON THE PLANS,AND IN EACH OF THE LOCATIONS #1045 ORCHARD STREET,ORIENT,NY 11957. LAW. COMPLETED INSURANCE COVERAGE AND WORKMEN'S COMPENSATION DESCRIBED BELOW. SUCH DEVICE SHALL BE DESIGNED AND INSTALLED SO LOT CODE EXISTING PROPOSED INSURANCE COVERING ALL EMPLOYEES OR PERSONS SHALL BE MAINTAINED,AS AS TO DETECT SMOKE AND ACTIVATE AN ALARM,BE REASONABLY FREE FROM SURVEY OF PROPERTY SITUATED IN ORIENT,TOWN OF SOUTHOLD,SUFFOLK AREA 40,000 48,317 NO CHANGE LONG AS THE CONTRACTORS OR SUBCONTRACTORS ARE ENGAGED IN THE FALSE ALARMS AND PROVIDE VISIBLE INDICATION THAT THE ALARM IS COUNTY. COVERAGE 20% 8%(3,725 SF) NO CHANGE PERFORMANCE OF THEIR WORK.THE COMPLETED OPERATIONS COVERAGE ENERGIZED. SUCH DEVICE SHALL BE DIRECTLY CONNECTED TO THE FRONTAGE 193.93' NO CHANGE WILL BE MAINTAINED FOR ONE-YEAR AFTER COMPLETION OF ALL WORK. LIGHTING CIRCUIT OF THE DWELLING OR ROOMING UNIT WITH NO S.C. TAX MAP No.:1000 SECT.25 BLOCK 2 LOT 20.22. 14.CONTRACTOR SHALL FULLY GUARANTEE FOR A PERIOD OF ONE YEAR HIS INTERVENING WALL SWITCH AND SHALL PROVIDE A WARNING SIGNAL HOUSE WORK AND THE WORK OF HIS SUBCONTRACTORS. CLEARLY AUDIBLE&VISUAL IN ALL SLEEPING QUARTERS WITH INTERVENING SURVEY DATED:APRIL 10,2017 MAX HEIGHT 35' 22' NO CHANGE 15.PAVING AND ROOFING SHALL BE GUARANTEED FOR TWO YEARS. DOORS CLOSED. CORD CONNECTED INSTALLATIONS OR SMOKE DETECTORS FRONT YARD 50' NO CHANGE 16.THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS HE OWNER AND WHICH RELY EXCLUSIVELY ON BATTERIES ARE NOT PERMISSIBLE. SUCH F E M A N 0 T E TOTAL SIDE YARD 35' NO CHANGE ARCHITECTAND THEIRAGENTS AND EMPLOYEES FROM AND AGAINSTALL DEVICES SHALL EITHER BE APPROVED OR LISTED BY AN ACCEPTABLE SIDE YARDS 15, 17.3' NO CHANGE CLAIMS,DAMAGES,LOSSES AND EXPENSE INCLUDING ATTORNEYS'FEES TESTING SERVICE OR LABORATORY. ACCORDING TO FLOOD INSURANCE RATE MAP FOR SUFFOLK COUNTY,NEW ARISING OUT OF OR RESULTING FROM PERFORMANCE OF HE WORK PROVIDED 2. HARDWIRED CARBON MONOXIDE DETECTORS SHALL COMPLY WITH LOCAL YORK,TOWN OF SOUTHOLD-360813,PANEL 0068H,THIS PROPERTY IS NOT ACCESSORY BARN SUCH A CLAIM,DAMAGE,LOSS OR EXPENSE(A)IS ATTRIBUTABLE TO BODILY LAWS. LOCATED IN AN AREA THAT MAYBE AFFECTED BY TIDAL WETLANDS, MAX HEIGHT 22' 22' NO CHANGE INJURY,SICKNESS OR DISEASE OR DEATH,OR TO INJURY TO OR DESTRUCTION 3. THEY SHALL BE PROVIDED AS FOLLOWS: FRESHWATER WETLANDS,COASTAL EROSION HAZARD AREA,COASTAL LOT LINE SETBACK OF TANGIBLE PROPERTY(OTHER THAN THE WORK ITSELF)INCLUDING THE LOSS IN EVERY DWELLING UNIT WITHIN FIFTEEN FEET OF THE PRIMARY FLOOD ZONE WITH VELOCITY HAZARD(WAVE ACTION),AREATO BE SIDE YARDS MIN 15' 28.5' NO CHANGE OF USE RESULTING THEREFROM AND(B)IS CAUSED IN WHOLE OR IN PART BY ENTRANCE OF EACH ROOM USED FOR SLEEPING PURPOSES, PROTECTED BY 1%ANNUAL CHANCE FLOOD BYA FEDERAL FLOOD REAR YARD MIN 15' 19.4 NO CHANGE ISSUE ANY NEGLIGENTACTOR OMISSION OF THE CONTRACTOR OR SUBCONTRACTOR. WITHIN EACH ROOM USED FOR SLEEPING PURPOSES, PROTECTION SYSTEM UNDER CONSTRUCTION,OR SPECIAL FLOOD HAZARD ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BYANY OF THEM ORANYONE FOR WITHIN EACH STORY OF THE DWELLING UNIT INCLUDING THE AREA. ACCESSORY GARAGE NO. DATE DESCRIPTION WHOSE ACTS OF THEM MAY BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS BASEMENTAND CELLAR. MAX HEIGHT 22' 24.5' NO CHANGE 1 312eno17 PRELIMINARY PERMIT SET CAUSED IN PART BYA PARTY INDEMNIFIED HEREUNDER. 4. SMOKE ALARMS SHALL BE BE INTERCONNECTED IN SUCH A MANNER THAT R E F E R E N C E_ C O D E S LOT LINE SETBACK 2 7118/2017 LPC PUBLIC HEARING/PERMIT SET 17.ALL MATERIALS REQUIRED SHALL BE NEW AND OF THE BEST QUALITY OF HE THE ACTIVATION OF ONE ALARM OR DETECTOR WILL ACTIVATE ALL OF THE INTERNATIONAL RESIDENTIAL CODE 2015 SIDE YARDS MIN 15' NO CHANGE KIND SPECIFIED.THE CONTRACTOR SHALL SUBMITALL PRODUCT WARRANTIES ALARMS OR DETECTORS IN EACH DWELLING UNIT IN ACCORDANCE WITH INTERNATIONAL ENERGY CONSERVATION CODE 2015 REAR YARD MIN 15' 15.4' NO CHANGE AND SHALL WARRANTY ALL WORK AS PER NEW YORK RESIDENTIAL BUILDING LOCAL LAWS. CODE. POOL 18.ALL MATERIALS ASSEMBLIES AND METHODS OF CONSTRUCTION INCLUDING BUT NOT LIMITED TO FORMWORK,FRAMING,NAILING,BLOCKWORK,AND LIST OF DRAWINGS TABLE R 3 0 1 . 2 ( 1 ) - CLIMATIC AND GEOGRAPH I C DESIGN CRITERIA TITLE PLACING OF CONCRETE ARE TO BE SUPERVISED BY THE CONTRACTOR TO ENSURE THEYARE IN ACCORDANCE WITH THE DRAWINGS,SPECIFICATIONS, NOTES, PLOT PLAN, APPLICABLE CODES AND GOOD PRACTICE.DEVIATIONS FROM THE DRAWINGS T-100.00 NOTES,PLOT PLAN,DRAWING LIST CLIMATE ZONE 4 AND SPECIFICATIONS MUST BE AUTHORIZED BY THE ARCHITECT. EN-100.00 ENERGY ANALYSIS AND INSPECTIONS 19.ALL WORK IS SUBJECT TO THE FINALAPPROVAL OF THE ARCHITECT. DM-100.00 DEMOLITION PLANS:1ST FLOORAND 2ND FLOOR GROUND SNOW WIND SPEED SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN ICE SHIELD FLOOD D RAW I N G LIST 20.THE CONTRACTOR SHALL SUBMIT TO THE DESIGNER ALL FABRICATION SHOP DM-101.00 DEMOLITION PLAN:ROOF LOAD CATEGORY WEATHERING FROST LINE TERMITE DECAY TEMPERATURE UNDERLAYMENT HAZARDS DRAWINGS AND FIXTURE CUTS FOR REVIEW. A-100.00 PROPOSED CONSTRUCTION PLANS:1ST FLOOR AND 2ND FLOOR DEPTH 21.THE PREMISES SHALL BE KEPT REASONABLY CLEAN AT ALL TIMES.THE A-101.00 PROPOSED CONSTRUCTION PLAN:ROOF 45 PSF 130 MPH B SEVERE 3'-6" SLIGHT TO SLIGHT TO 11 YES CONTRACTOR SHALL REMOVE FROM THE BUILDING ALL RUBBISH AND WASTE A-200.00 EXTERIOR ELEVATIONS-SOUTH AND EAST ATE MODERATE MATERIALS FOR ITS OR SUBCONTRACTORS'WORK.AT THE COMPLETION OF A-201.00 EXTERIOR ELEVATIONS-NORTH AND WEST MODER C WORK CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS,TOOLS,RUBBISH, A-300.00 ENLARGED CROSS SECTION,WALL TYPES \� S H RO LAI�s NATURE DATE:07118/2017 ETC.CLEAN ALL GLASS AND LEAVE WORK BROOM CLEAN. A-600.00 WINDOW SCHEDULE AND SPECIFICATION • 22.PLUMBING AND ELECTRICAL WORK WILL BE CARRIED OUT BY EXPERIENCED A-601.00 WINDOW TYPES A ^ �� `' PROJECT#:1045 ORCHARD PROFESSIONALS,LICENSED IN THE FIELDS,AND SHOULD MEET ALL LOCAL A-602.00 WINDOW DETAILS Q� A �-A GOVERNING CODES.ELECTRICAL PLANS WILL BE FILED WITH THE ELECTRICAL , DRAWING BY:JB CONTROL BOARD.LICENSED PLUMBERS AND ELECTRICIANS SHALL ARRANGE SP-001.00 GENERAL NOTES AND LEGEND p FORAND OBTAIN INSPECTIONS AND REQUIRED SIGN OFFS. SP-100.00 FIRST,SECOND AND ROOF FRAMING PLANS * I pc CHECK BY:ER 23. THE ARCHITECT HAS NOT BEEN RETAINED TO PROVIDE SUPERVISION. SP-200.00 TYPICAL DETAILS AND SECTIONS 24.THESE PLANS AND SPECIFICATIONS TO THE BEST OF MY KNOWLEDGE AND NBELIEF AND - DRAWING No: RESIDENTIAL CODE OFONEW YORK STATE. NAL ARE IN COMPLIANCE WITH HE I '9�, 038 6 83 yQ� T-100.00 ccOF NE`�1 PROJECT LAM M ASELTON Generated by REScheck-Web Software POOL HOUSE Compliance Certificate 1045 ORCHARD STREET ORIENT,NY 11957 ARCHITECT Project 1045 Orchard St - Pool House ELIZABETH ROBERTS ARCHITECTURE &DESIGN Energy Code: 2015 IECC 168 7TH STREET 3C Location: Southold, New York BROOKLYN,NY 11215 Construction Type: Single-family 7185045488 Project Type: New Construction Conditioned Floor Area: 0 ft2 STRUCTURAL ENGINEER Glazing Area 19% Climate Zone: 4 (5572 HDD) SILMAN Permit Date: 32 OLD SLIP,10TH FLOOR NEW YORK.NY 10005 Permit Number: 2126207970 Construction Site: Owner/Agent: Designer/Contractor: MECHANICAL ENGINEER D'ANTO N I O CONSULTING ENGINEERS 30 WEST WAUKENAAVENUE OCEANSIDE.NY 11572 Compliance: 0.3%Better Than Code MaximumUA: 307 YourUA: 306 Maximum SHGC: 0.40 Your SHGC: 0.24 5165944284 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling:Cathedral 896 0.0 26.8 0.035 31 Wall:Wood Frame,16in.D.C. 1,642 23.0 0.0 0.055 73 Window:Wood Frame,2 Pane w/Low-E 208 0.280 58 SHGC:.0.24 Window:Wood Frame,2 Pane w/Low-E 7 0.290 2 SHGC:0.27 Window:Wood Frame,2 Pane w/Low-E 103 0.280 29 SHGC:0.24 Floor:Heated Slab-On-Grade 123 20.0 0.915 113 Insulation depth:0.8' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in RESclleck Version 5.5.0 and to comply with the mandatory requiremen li din the REScheck Inspection Checklist. Name-Title Sig ture Date ISSUE NO. DATE DESCRIPTION 1 7/18/2017 LPC PUBLIC HEARING I PERMIT SET Project Title:1045 Orchard St-Pool House Report date: 07/17/17 TITLE Data filename: Page 1 of 9 ENERGY ANALYSIS AND INSPECTIONS _D ARC RIP A ATURE DATE:0 711 7/2 01 7 ,[ \• NOTE: v 'per -A PROJECT#:1045 ORCHARD RESCHECK ASSEMBLY TYPES PER WALL TYPES AND ENLARGED CROSS SECTION,SEE A-300.00 N DRAWING BY:JB NYC ENERGY CODE COMPLIANCE STATEMENT I CHECK BY: ER "TO THE BEST OF MY cEyaycc-'I DRAWING NO: PROFESSIONAL JUDGMENT I THIS APPLICATION IS IN NJ` 4 COMPLIANCE WITH THE 2014 NYCECC." "9�cc 0 86a3 �Q� EN-100.00 OF NE PROJECT DEMO PLAN NOTES 1.PROTECT EXISTING BARN SIDING TO BE REUSED LAM M 20.4• 20.4• 1-1%J N POOL HOUSE 1045 ORCHARD STREET ORIENT.NY 11957 P-------------=------------ REMOVE DECK ABOVE AND r--------------------------, SUPPORTS -------------------------� ARCHITECT I I II II ELIZABETH ROBERTS r r REMOVE BLUESTONE PATIO I I I 4 I I i REMOVE EXISTING DECK ARCHITECTURE & DESIGN r————————- REPLACE SLIDING GLASS m I I I I 168 7TH STREET 3C DOOR WINDOWS CASEMENT I I I I BROOKLYN,NY 11215 I I REPLACE SLIDING GLASS 718 504 5488 DOORS WITH CASEMENT __ --- _ _ REPLACE EXISTING WINDOW I I IT111REI -------�---�---- I FOUNDATION AT REAR =__--- -- I I IADDITION WITH NEW.SEE STRUCTURAL ENGINEER STRUCTURAL PLANS FOR MORE INFORMATION\SHOWER/ I SILMAN CAP AND REMOVE EXISTING IQ \ / I L--J OUT DOOR SHOWER PLUMBING I 18 I WATER / i AND ENCLOSURE.REBUILD IN REMOVE ALL JOISTS NEW YORK,NY 10005 00R CAPAND /L HOOK-UP NEW LOCATION 212 620 7970 . WHERE REPLACE EXISTING FLOOR THROUGHOUT I I I CONNECTION I I I I I I I I STORAGE RELOCATE AND REPLACE MECHANICAL ENGINEER I I IIII I I I I I I I OPEN STORAGE i J I l WINDOWS III REMOVE WINDOW EXISTING I I III D ANTONIO CONSULTING ENGINEERS REMOVEAND 30 WEST WAUKENAAVENUE L----I I REPLACE FLOOR OCEANSIDE,NY 11572 THROUGHOUT.RAISE 5165944284 FLOOR HEIGHT TO REPLACE WOOD DOOR MAKE EVEN ACROSS I I / V I AND SCREEN ENTIRE FLOOR REMOVE CLOSETAN 1 r I INTERIOR PARTITIONS r ` RELOCATE AND REPLACE I ---,, CL i I I WINDOW I �I II I I I �j L— I L---------J ---- -----ram _ CAP AND REMOVE II 14 yLLL1 L --J I I EXISTING HOT WATER L--1 LIJ1 LLI I 1 Ih \N T I i HEATER S L------- I �I I I REMOVE EXISTING STAIR CAP AND REMOVE ALL EXISTING PLUMBING W/SHOWER / \I I I I FIXTURES,FITTINGS AND I i —1 CJ FINISHES I r CL —II I� RELOCATE AND REPLACE ----------------------- I i LLj �I I I wlNDow j I \III \ / REMOVE FLOOR TO MAKE OPEN TO BELOW I I III STORAGE II STORAGE \ STORAGE / I I I¢I I RELOCATE AND REPLACE WINDOW I I II I REPLACE EXISTING i I I FLOORTHROUGHOUTT I i ISSUE NO. DATE DESCRIPTION I 1 3128/2017 PRELIMINARY PERMIT SET I L---- ----J L \ 2 4/18/2017 LPC PRE-SUBMISSION CONFERENCE A - 3 5/16/2017 UPC PRE-SUBMISSION CONFERENCE II L---------- ——————— ------ — I\ \L-------- \ REMOVE EXISTING SLIDING 4 7118/2017 LPC PUBLIC HEARING/PERMIT SET 11 ---T�----\\ REPLACE EXISTING BARN WOOD DOOR AND DOORS WITH NEW WOOD INTERIOR POCKET DOOR BARN DOORS TITLE REMOVE EXISTING WOOD DEMOLITION PLANS: DOOR LEGEND REMOVE EXISTING 1 ST FLOOR AND 2ND CONCRETE WALKWAY EXISTING TO REMAIN Q Q FLOOR --- EXISTING FOUNDATION D-Q r?, "� AND FOOTING H Ro Lgvau� NATURE DATE:07/17/2017 —-- — ABOVE TO BE DEMOLISHED SIP Cl PROJECT#:1045 ORCHARD "z17171171, NEW PARTITION DRAWING BY:JB ——— NEW FOUNDATION AND I' I CHECK BY:ER FOOTING FIRST FLOOR DEMOLITION PLAN SECOND FLOOR DEMOLITION PLAN ` DRAWING NO: yT 0386a3 �0� DM-100.00 �OF NE PROJECT DEMO PLAN NOTES 1.PROTECT EXISTING BARN SIDING TO BE , A w ■ REUSED 'Lf[,�I\V,I ASELTON POOL HOUSE 1045 ORCHARD STREET ORIENT,NY 11957 r--------------------------� F-------------------------� ARCHITECT II II ELIZABETH ROBERTS ARCHITECTURE & DESIGN I I REPLACE SLIDING GLASS 168 7TH STREET 3C I I I DOORS WITH CASEMENT BROOKLYN.NY 11215 WINDOWS 718 504 5488 —1-----------—I,-------- --1�hjo I r------------�I�------ --- is I I I I I i¢ip STRUCTURAL ENGINEER I I III I l IiI i SILMAN _--_—_—� I I 32 OLD SLIP,LOTH FLOOR r , I I I NEW YORK,NY 10005 I L--- J111 I I I LLL 2126207970 I I III I l I I III I l I E%ROOF_ I I I EX ROOF I I PITCH I I I PITCH' l i MECHANICAL ENGINEER I I 1 I I i I I- I REMOVE EXISTING D'ANTONIO I I ICI I I i t• 39 ALUMINUM GUTTER AND CONSULTING ENGINEERS 39.81° I .81' I I 10 L I I I _ I ! LEADER 30 WEST WAU ENUE 12 I I 12 I OCEANSIDE,NYY 11572 11572 I I I I I I 516 594 4284 I I I REM OVEALLEXISTING I I �r----1T III LLL J� I l i SKYLIGHTS I I LL I I III I l I I I I I I REMOVE HIGHER,ASPHALT I I I SHINGLE ROOF OVER I I I I I I I ADDITION — — -- - I I ------------I I I Ti I I I I I REMOVE ASPHALT SHINGLE ROOF I III II EX ROOF_ I I I —E%ROOF I I PITCH I I I PITCH~ I I I I I III I I I I rr===-ill I rrr====�1 I I I I II III III III II I I I I I L' -----'U III LLL----JJ I I REMOVE EXISTING I I I I I I I I ALUMINUM GUTTER AND 10I�.81° I I I 39.81/�10 I I LEADER I I2' III `12 I I I I I Ili y I fr----ill I� I ffr---mil IiI I I II III 1¢I I III II I III LL 1 I I I III I I I I III I I fr===-ill III frr===mil I I I I I II III III III II I I I I I I I I I I I III I I I I I I I Iz ISSUE I I I I I io NO. DATE DESCRIPTION I I IC I I 11O 1 3128I2017 PRELIMINARY PERMIT SET I I III I Igo I L------------I I I .-I I jw 2 7/1812017 [-PC PUBLIC HEARING/PERMIT SET L-—————————————L':-------------��� TITLE DEMOLITION PLAN:ROOF LEGEND EXISTING TO REMAIN ——— EXISTING FOUNDATION --- AND FOOTING �I RLD ——— ABOVE �\g H R AN GN%RE DATE:0 7/1 712 01 7 TO BE DEMOLISHED \P. .(A� PROJECT#:1045 ORCHARD ' T NEW PARTITION V ```� DRAWING BY:JB NEW FOUNDATION AND N CHECK BY:ER —— FOOTING I �I ROOF DEMOLITION PLAN _ DRAWING NO: 9 DM-101 .00 � �s a 6� FNO PROJECT LAMM ASELTON POOL HOUSE 20'4' 20'4' 1045 ORCHARD STREET 12'.9y' 6'-2%• 19'-0• s'-0' ORIENT,NY 11957 STAIR ARCHITECT ELIZABETH ROBERTS ARCHITECTURE&DESIGN 1687TH STREET 3C h -71 If- -II BROOKLYN,NY 11215 h \ OS/ I NEW FOUNDATION BELOW - - - - - II \\13/ - -- ----- 7185045488 I \/ II I \/ I FROSTLINE AROUND PERIMETER. II / r------ ------------ ------'� SEE STRUCTURAL DRAWINGS FOR - - MORE INFORMATION -"-- ------- ------------ --� I STRUCTURAL ENGINEER NEW CASEMENT WINDOW l i NEW CASEMENT WINDOW WITH INTEGRAL SCREENS. SILMAN WITH INTEGRAL SCREENS. ! I SEE WINDOW SCHEDULE 32 OLD SLIP,10TH FLOOR SEE WINDOW SCHEDULE - _� '-' _ NEW YORK NY 10005 - 212 620 7970 P � RECREATION I I /, I I I ' 04 - �' MECHANICAL ENGINEER / I I NOS NEW CONCRETE TERRAZZO FLOOR WITH RADIANT I I i.•,___ I II D'ANTONIO EW DECK AND I LHEATING SYSTEM BEL UTDOOR FINISH FLOOR, I201 CONSULTING ENGINEER S HOWER 30WEST AAVENU E ENCLOSURE THROUGHOUT OW OCEANSIDE,NY 11572-I" '�' �• ! I _ I I NEW DECKAND ( ! III 3 = REPLACE DOOR WITH NEW WOOD 5165944284 I.OUTDOOR • ;I I AND GLASS DOOR WITH SCREEN :SHOWER �' �, 08 III / LAUNDRY NEW SLIDING BARN DOOR I iENCLOSURE z 105 01 I IBELOw j ! _ / I NEW SLIDING BARN DOORS NEW SINK AND REFRIGERATOR NEW WOOD FLOOR h WID THROUGHOUT WITH COUNTERTOP CABINETS w ? v o NEW INSWING WOOD FRENCH_ -`- --- ---- -- - -- e 09 ;,,..< m,�l .., :";...((` REF DOORS WITH OUTSWING '•'ff:.;`w '-'^"STORAGE WET BAR I SCREENS.SEE WINDOW ` i Lei m� 03'^ CLOSET -< 102NEW GUARDRAIL i�i 03 SCHEDULE HANDRAIL! /' I I SH I ;li I 2 MECHANICAL ACCESS DOOR K 1 RI E S 7- NEW STAIR 4 1 MECH I 4 4 __ _____ __ __ _____.--__ . 'BoECKNG\'I I ` I' NEW LAV AND WC. �' yo 1 T S 11' �� 5'-0• I 2 NEW STAIR NEW WOOD HANDRAIL/ NEW LOCATION OF OUTDOOR GUARDRAIL 10 I SHOWER AND ENCLOSURE s•-0• 10•-0' NEW WOOD BURNING STAIR CLEAR =--_STAIR _- STOVE ON STONE HEARTH _ I / EXPOSED 2'X6'WOOD O COLLAR I LIVINGOROOM I I\ 02 _ ON ROOF.4'0 C.SPACED. A-300 I i I \ A-300 j I REPLACE EXISTING == WINDOW WITH NEW WOOD OPEN TO BELOW I I CASEMENT WINDOWS WITH I I INTEGRALSCREENS ISSUE REPLACE EXISTING HALF-CIRCLE NO. DATE DESCRIPTION WOOD WINDOW WITH NEW WOOD 1 3128/2017 PRELIMINARY PERMIT SET PICTURE WINDOW.SEE WINDOW SCHEDULE 2 41182017 LPC PRE-SUBMISSION CONFERENCE L--_ - _ __ _ ____J 3 51162017 LPC PRE-SUBMISSION CONFERENCE II 01 NEW SIDE-HINGE WOOD BARN - ---- - - - ---- ----- 12 ---- ------ ----- 4 7118/2017 LPC PUBLIC HEARING 1 PERMIT SET DOORS �_ ___"- _ NEW INSWING WOOD FRENCH DOORS WITH OUTSWING TITLE SCREENS,TRANSOM ABOVE PROPOSED LEGEND 20'4' 20'4• CONSTRUCTION PLANS: '� rt ST FLOOR AND 2ND EXISTING TO REMAIN --- EXISTING FOUNDATION co ___ AND FOOTING T 1 ABOVE rn\ III G R DATE:0711712017 TO BE DEMOLISHED V �✓ � ��� �� PROJECT#:10450RCHARD NEW PARTITION DRAWING BY:J8 NEW FOUNDATION AND I CHECK BY:ER FOOTING --- FIRST FLOOR PLAN �1 SECOND FLOOR PLAN `.T—��_a Q}r1 114-=,'-0- 114'=1'-0' DRAWING NO: o386CJ`J �o� A-100.00 OF PROJECT LAMM ASELTON POOL HOUSE 1045 ORCHARD STREET ORIENT,NY 11957 ARCHITECT INSTALL NEW CONTINUOUS ROOF RIDGE VENT AT PEAK COMPATIBLE ELIZABETH ROBERTS WITH OR EQUAL CEDAR SHINGLES,BY COBRA ARCHITECTURE &DESIGN PROVIDE CONTINUOUS DRIP-EDGE FLASHING AT ROOF EDGE TO 168 7TH STREET 3C FASCIA BOARD OVER BROOKLYN,NY 11215 UNDERLAYMENT,UNDER NEW 718 504 5488 SHINGLES,TYPICAL. 10 STRUCTURAL ENGINEER w o f_ -{i_Fig~ - '..-•._ - ,_".._- - - - '/-'a-•,=.,=36' IN_ o f;Y{= SILMAN 320L0 SLIP,10TH FLOOR ICE SHIELD:PROVIDE 36'MIN WIDE, NEW NY 10005 F;-• T" -rf,-_;��_)._,.,`-. �-"'=.'=t,�17 7,_"'?"�:I,71 r EDGE ICE SHIELD UNDERLAYMENT 1 �-(-'_�-;i -�`._t-_ -_ _ -}_;=y_ -.=t�•- F-_v,i.:J 1_='a-1 BY WEATHERSHIELD OR EQUAL, 2126207970 _-"-_ ==q 7 _ - 1--:_,,_--,�},=I AROUND ENTIRE PERIMETER OF -- ,-�=� ;-' �r= -`-=_ �'=�_•?'_=, .=- -��-•-'�lj�-=3� POOL HOUSE.MUST BE OVER EAVESAND ATLEAST I'-6'INTO LIVING SPACE. MECHANICAL ENGINEER ROOF UNDERLAYMENT PROVIDE ;�t� CONTINUOUS SHEETS,WITH 6'MIN. D'ANTONIO _J-`_4 i=''1,_,=�r- `"�1 - =r•; '-'_I_LrJ - OVERLAP(AS REQUIRED BY MANUFACTURER) . -WINOGUARD' CONSULTING ENGINEERS WATERPROOFING UNDERLAYMENT 30 WEST WAUKENAAVENUE V_4,.;, �_.�: _ ,`_� �J.�'LA.:� {�f_�f»;� ATALLAREAS OF NEW ROOF OCEANSIDE,NY 11572 � L`�jv� 516 594 4294 FINISHED ROOF SHINGLES: C•- _,Y:�,_;�_____ __'_�- _ _=_ - __�� -�.==_ � �' � TAPER-SAWN CEDAR SHINGLES TO - ��:'j-= `--•'�`�1'-'�'--!!ROOP'�4~^" -- -�-- �!'ROOEi� - - �_i �7 MATCH HOUSE ROOF PITCH TO -'_=�.`•PITCiC`N_L-P`^ '�1="--ry��-'-^P,17"CH:-` -''�'_- '_E MATCH EXISTING PITCH. {'_i��=ri`;"4^�-�-i-Lr _ -i-?2+-rv�c -:i_^- _ - _-1,��i-.=• -__('�; -L? {~ tJ"4£5�_:;`•�� `"5�- -`_-2:51=J -`"�--' REPLACE ALL HEAVY GUTTERS�� �-�==_ ��—�',_- -�' '`• �•-! LEADERS WITH HEAVY ND GAUGED -�== =+fi STEEL HOT DIPPED WITH ZINC, •.r'_ ,_ -(-t_ ^.i_,-t U1• ,_,52>j u-'.}.1_. f_�_ .�s-- -_ _ �-._-�S,t_J_Y jT_^-'-.Yi-._i��Yj HALF-ROUND GUTTERS AND ( � !=,�+.�._- ROUND LEADERS.COLOR-BLACK. INSTALL GUTTERS OVER FASCIA BOARD,PITCHED TO LEADER PIPE rc}•,y"-+'",'-;?_'f,-` "^�f`�`�'";?� :-� ='�';-;-•t "- ;�_ i� AS REQUIRED,DIRECTED DOWN ,-''_(-`_._...f o='-". - -- __��_ ��=i.L"�=,�-'•-:-"`�.-��j L.�__-�; AND AWAY FROM BUILDING. 'Y PROVIDE DRIP EDGE FLASHING •_p_�-`^�;f- _ f -'—fi :_= _' =�, `_,_; OVER UNDERLAYMENT OF EXISTING ROOF,BELOW SHINGLES AT Pj4 PERIMETER,TYPICAL ` _ - - -"r, •-�_- - ram:- �-7"' 'w T THROUGHOUT. HZR NEW METAL CHIMNEY INSTALLED AT HEIGHT PER CODE.PROVIDE STORM COLLAR AND TIES AS REQUIRED.INSTALL FLASHING BELOW SHINGLES AND COUNTERFLASHING TO LAP OVER SHINGLES. ISSUE NO. DATE DESCRIPTION 1 3/28/2017 PRELIMINARY PERMIT SET z '=:- ". -."�_^�__::=_'"`r:='r_=:v:-C�• -"-}-=-c 1't -=F lx r;;-i-Y -�_i rc 2 7/18/2017 LPC PUBLIC HEARING I PERMIT SET TITLE PROPOSED LEGEND 2T-0 CONSTRUCTION PLAN: EXISTING TO REMAIN ROOF --- EXISTING FOUNDATION AND FOOTING ! ABOVE H S G E DATE:07/17/2017 TO BE DEMOLISHED •:-A PROJECT*1045 ORCHARD NEW PARTITION w N DRAWING BY:JB NEW FOUNDATION AND > I CHECK BY:ER FOOTING �1 ROOF PLAN DRAWING NO: /4'-,'.D' 0386B O� A-101 .00 PROJECT LAMM ASELTON =- POOL HOUSE �r • / \ ,LT.O.EXISTING/PROPOSED RIDGE 1045 ORCHARD STREET / \ �2.0 ORIENT,NY 11957 OLD ROOFLINE OF GARAGE NEW STOVEPIPE CHIMNEY '/ �; \'• \\ ADDITION BUILT IN 1985 ON THE ARCHITECT NORTH OF STRUCTURE.LOWER MATCH ORIGINAL GARAGE RIDGE O ELIZABETH ROBERTS ARCHITECTURE& DESIGN REPLACE EXISTING WINDOW.SEE BR OK STREET 12 WINDOW SCHEDULE. 7TH 12 \ \ REPAIR AND REPLACE WOOD SIDING AS BOLY 8 NY 115 718 504 548 REQUIRED TO MATCH EXISTING BOARD DIMENSIONS,GRADE AND TEXTURE.STRIP PAINT. i/ NEW HALF-ROUND - \ STRUCROOFL NE OF ORIGINAL GARAGE GUTTERS - --- STRUCTURE STRUCTURAL ENGINEER 2ND FIN.FUR.STORAGE SI LMAN ' REPLACE EXISTING BARN DOORS 32 OLD SLIP,LOTH FLOOR WITH NEW SIDE-HINGED,WOOD NEW YORK,NY 10005 BARN DOORS 212 620 7970 01 � NEW INSWING WOOD FRENCH DOORS WITH OUTSWING SCREENS, MECHANICAL ENGINEER TRANSOM ABOVE ,D T AN ONTO , i i' ,'i I c, CONSULTING ENGINEERS ______ ,1ST FIN.FLR. 30 WEST WAUKENAAVENUE I NATURAL GRADE ANSIIDE,NY 11572 5165944284 I I I I I I rL 1J &_ SOUTH ELEVATION TOP OF RIDGE FOR ORIGINAL TOP OF RIDGE OF GARAGE ADDITION GARAGE STRUCTURE. BUILT IN 1985.LOWER TO MATCH PROPOSED NEW TOP OF RIDGE ORIGINAL GARAGE RIDGE. ACROSS ENTIRE STRUCTURE. i r-------------- ------------- T.O.EXISTINC/PROPOSED RIDGE 1"- '- - _ - __.,,r.., _ -y- .. ..___..-.,�., r`.'!"�4'L'.-Ll'C._-., 27-0' fl��i�.. �'fiM `.T,i i�` ;:iYr.`u t.. ,1.r.,.., aT'.:"„',L.-; _i�T:.yI,.;:'::;7-".• ��. ,I'�-��:�::Cr`� .`L"'"`f.r �.A�`:-?r,.i, REMOVE EXISTING _ __ __ r,:•-`�-' �.__.T_�- 4.. .1=.�....;_..,�7.,5�• T.--}Y� Y-!tnli-rl,-r4ri:;_i ;�.:..._;. SKYLIGHTS AND REPLACE ,,4, .. `...-"_ '�-'ram ^-'-,,-.-=:..f._ `-I�'��i--; r^� t _. f _»._' I, -n ISSUE > '-�i � I=�=1 �.,`al `--Ee�.:rr-.=.'.':.;.'.l`F;...:. h ..�: ROOF WITH TAPER SAWN Ti _ i.:,._ CEDAR SHINGLE.SEE NO. DATE DESCRIPTION ROOF PLAN FOR MORE INFORMATION .'' ' i '`.`L'_"" '. `.' � _ ' ..r.:"' 'T""':.`_' "".. ;"y . ..�` .�" ."yr ".. 1 3/28/2017 PRELIMINARY PERMIT SET �,e_"""rc:r;`r�it`. _ .--_-:,M�. [_....._.,.i_` ` ...: . '" ;'LL" _ _ i _ '� 2 4/182017 LPC PRE-SUBMISSION CONFERENCE _---' Lr -fir _ - U"-� 'r- -=6�-�=Q'—0'-- ,L'--•-_�=,4-=,��^,,'11.�'-= -_9_=� "6-_''U�w __--___ , 3 5/16/2017 LPC PRE-SUBMISSION CONFERENCE II REMOVE EXISTING DECK \\ // 4 7/18/2017 LPC PUBLIC HEARING/PERMIT SET FRENCH � , � , --_��-- _A2ND FIN.FLR.STORAGE NEW INSWING DOOR WITH OUTSWING ! ! ! TITLE SCREEN I ! ! EXTERIOR ELEVATIONS: I, REPLACE EXISTING ' ! I I ! j I I NEW WOOD CASEMENT WINDOW WITH NEW WOOD 02 1 03 •`� WINDOW WITH INTEGRAL SOUTH AND EAST CASEMENT WINDOWS i; j I: j I SCREEN ' WITH INTEGRAL SCREENS ------ _ I \ j I 1ST FIN.FUR, C D G NEW SLIDING BARN DOORS -' —L---` -- =---- --�' -- �R -I --- I NATURALGRADE FOUNDATIONS EXTEND T H URE DATE:07/17/2017 ` O N 6 3'-6'MIN BELOW GRADE /i, n PROJECT#:1045 ORCHARD F-L 11 ` V DRAWING BY:JB CHECK BY:ER EAST ELEVATION DRAWING NO: 9�. 038683 p� F0F NE`N PROJECT LAMM ASELTON OLD ROO BUILT IN GARAGE POOL HOUSE y ADDITION BUILT IN 198E ON THE NORTH OF STRUCTURE.LOWER TO j\r MATCH ORIGINAL GARAGE RIDGE. 1045 ORCHARD STREET ,LT.O.EXISTING/PROPOSED RIDGE / \ 22-0' ORIENT,NY 11957 ARCHITECT ELIZABETH ROBERTS ARCHITECTURE&DESIGN 168 7TH STREET 3C 13 REPLACE SLIDING DOOR WITH NEW BROOKLYN,NY 11215 CASEMENT WINDOWS WITH 7185045488 INTEGRAL SCREENS I i J REMOVE EXISTING DECK STRUCTURAL ENGINEER i I Ii /i \� i I I '/i, �� I - SILMAN NEW WOOD CASEMENT WINDOWS 32 OLD SLIP,10 FLOOR WITH INTEGRAL SCREENS NEW YORK,NY 10 1000E 2126207970 ! 05 I;I ps I 111 MECHANICAL ENGINEER 1 j D'ANTONIO ill j ( iil,I I_I , I F 1ST IN.F ING ENGINEERS -_ 5 6594CONSUL30 WEST W�AUKENAAVENUE �,LNATURAL LR.RAD GE OCEANSIDE,NY 11572 I I I I I I F_ 1� L- -J NORTH ELEVATION 114' V-0' TOP OF RIDGE OF GARAGE ADDITION BUILT IN TOP OF RIDGE FOR ORIGINAL 1985.LOWER TO MATCH ORIGINAL GARAGE GARAGE STRUCTURE. RIDGE. PROPOSED NEW TOP OF RIDGE ACROSS ENTIRE STRUCTURE. r----------------- ---------'� ,t.0.EXISTlNG/PROPOSED RIDGE 27-p, — a: �"`t ��J't 'I:, " ,y. -,.-�J L.JL .... ^'-`...i;;�.-.�"i.. -'ram.._--- •�_:.T.:• NEW CHIMNEY r,'�-7`C'�r,-�:�.`- _��;?"'-'r�:t _ 'i7 - ,i:_,. ::.1:-.,"`t�_ ::.I"' i.;-"`_, `''1"i`.�-•'.•'�'rh:_ :�.i,!. �:? �.i G.-,-��.:.`I�1�- ,. _.......� -r:i �"':r-�".�'.--'�i-.."'_'..T _"i.:_.;.+.- --•-�Y ..L i .� ,T•-"�.S',.�1-+� .T ILIT.;.._I.-_..�--..-'-'`""- - REMOVE EXISTING SKYLIGHTSAND .✓_.�-1. `'._:i.;:,.i�;.,_._: REPLACE ROOF WITH TAPER SAWN .:1;.:I;:i --4--..�i?Li','.-`—Y.-r+ .,-T*)"_..•=':I"�''T` .:ire.L`-T:-r`': 'I;":_.iI4`';r ,}�:.;..,.-�. �. - _ r ISSUE CEDARSHINGLE ,. ..' 'i `_::Jrf`If`7rT':`.Y.,4;;'fCh?',-_--.': '`.Ir.:'::'-".li:; NO. DATE DESCRIPTION 1 3/28Y2017 PRELIMINARY PERMIT SET ...,."_•`�.`i.�'�" __f-..w:,:=.,1l--,,_ i7:.�=:�a''="l�".,•r '`'�._._-�A.I_.-_-.__iS;._. :rC`..,._ _""_-w'rr'r-:.,..---.-..-.1_J',-...�`T—„`.'�-: O:i ',�.:{:x; .ri.:'.:{rl[7`�..`a�`!1•_.:u,_.,._�7 .yll ,-}.J''7,�I,�j:.,_.- ;.i{:i;.�a?,I,i. -.....:Sls=:.!1::;;:u,i'f y4C';..,.7,iL`,!;.'.,7�.1�:...,.--;�Y17CT.„.- •�-_. 2 4118/2017 LPC PRE-SUBMISSION CONFERENCE ;'!7?'",a.,-;'V.w'�y _:..�..._... -, Y.. ._..�_._,,.� �r_:.�"L:-.-.'._'.'�.; 3 5/16/2017 LPC PRE-SUBMISSION CONFERENCE II REMOVE EXISTING DECK \\ // I I \\ M=''A'�. -L- -++�-.. '.:w "`- .-.''. ._-]Y'"`--•----.-1..1-...i..---.'--•---•,..�.- �,_,...::.�Ci.�;: 4 7/18/2017 LPC PUBLIC HEARING/PERMIT SET i -- 02ND FIN.FUR.STORAGE REPLACE EXISTING WINDOWS 1 REPLACE EXISTING DOOR WITH TITLE NEW INSWING WOOD FRENC I ( 1 DOOR WITH OUTSWING SCREEN EXTERIOR ELEVATIONS: INEDF� ! '� NORTH AND WEST REPLACE EXISTING I, p7 ! 08 09 SHOWER 10 11 1 - WINDOW WITH NEW WOOD I'�� :I ; I CASEMENTWINDOWS ! j 1 IENFLOSUREI 1 WITH INTEGRAL SCREENS I !j I I Ij ' j j j I NEW WINDOW.SEE WINDOW SCHEDULE 1ST FIN.FUR. 44� vzED A ?C '``' - --- I NATURAL GRADE I S 1 I DATE:07/17/2017 FOUNDATIONS EMEND 3'-6'MIN ^ TBELOW GRADEPROJECT#:104E ORCHARD DRAWING BY:JB CHECK Sr.ER � WEST ELEVATION 3C �a-'a_�`'', � DRAWING NO: 1/4'=1'A' 038653 A-201 .00 �OF NE PROJECT WALL TYPES LAM M GYP. ASELTON PLYWOOD SHIPLAP WOOD POOL HOUSE SON RATED PARTION- BOARD 1045 ORCHARD STREET 1 LAYER UD @ MTL.STUD(OLB 1 O.C. ORIENT,NY 11957 MINERAL WOOL GATT INSULATION 1 LAYER 12•PLV i LAYER 12'SHIPLAP W000 BOARDS ARCHITECT CHIMNEY VENT CAP AT HEIGHT PER CODE OR AT LEAST ELIZABETH ROBERTS 2'HIGHER THAN ANY PORTION OF THE ROOF WITHIN 10'. ARCHITECTURE IX DESIGN INSTALL STORM COLLAR AND BRACES AS REQUIRED OR SHIPLAP WOOD PER MANUFACTURERS INSTRUCTION.INSTALL BOARD FLASHING BELOW SHINGLES AND VENTILATED 168 7TH STREET 3C COUNTERFLASHING TO LAP OVER SHINGLES. I BROOKLYN,NY 11215 PLYWOOD 718 504 5488 PLYWOOD RIDGE VENT T,O.EXISTING/PROPOSED RIDGE SHIPLAPWOOD 22-0° /\NON RATED PARTION- BOARD STRUCTURAL ENGINEER 2 1 LAYER 12'SHIPLAP WOOD BOARDS ./ 1 LAVER/ D'PLY S I LMAN M STUD®1B'O.C.MININ ERAL WOOL BATT INSULATION RIDGE BEAM(LUMBER,LVL OR TIMBER).SEE 1 LAYER 17l SHIPLAP WOOD BOARDS 32 OLD SLIP,10TH FLOOR STRUCTURAL DRAWINGS FOR MORE INFORMATION NEW YORK,NY 10005 212 620 7970 ZX6'COLLAR TIE EVERY 4'.SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION 6'X8'RAFTERS @ 24'O.C.SEE STRUCTURAL f DRAWINGS FOR MORE INFORMATION _ REUSE EXISTING BARN MECHANICAL ENGINEER 12 SIDING,SUPPLEMENT ----- -- �11 CEDAR SHINGLES OVER PURI-INS OVER W1 SIMILAR RECLAIMED DIANTONIO 42.51' WATERPROOFING OVER 4 1/2' IN SIMILAR WIDTH AS STAGGERED RIGID INSULATION OVER REQUIRED,TYR CONSULTING ENGINEERS \ 2'X6'CEDAR TONGUE AND GROOVE VENTEDAIR SPACE 30 WEST WAUKENAAVENUE ROOF DECKING ON RAFTERS IRC CODE COMPDANTWRB OCEANSIDANSIDE,NY 11572 ASPHALT PELT 5165944284 l- f% \� ATTIC INSULATION RADIATION SHIELD WI MIN AIRSPACE IN UNDERLAYMENTOR - ACCORDANCE W/CHIMNEY LISTING.INSTALLACCORDING APPROVED EQUIVALENT TO MANUFACTURER'S INSTRUCTION LAPPED T HORIZONTALLY, 1 CHIMNEY SUPPORT FIRE-STOP SPACER Ei 6•VERTICALLY'EXTERIOR GRADE PLV SHEATHING STORAGE MEZZANINE ' T. EXISTINGWOODSTU O. METAL GUARDRAIL/HANDRAILAND BALUSTRADE AT 42',OR HEIGHT TO SUPPLEMENTW12W,•CODE STUDSAS REG.SEE \�.. 'Pj F STRUOTURAL FOR MORE FAQ INFORMATION CONTINUOUS DRIP-EDGE BELOW SHINGLES VAPOR BARRIER --- --- - - -- - -- --- ---- '�\ -OVER UNDERLAYMENT PLYWOOD SHIPLAP WOOD 3 EXTERI2ERINT OANR BOARD V REUSE EXISTING BARN SIDING, SUPPLEMENT W/RECLAIMED BOARDS OF v HALF ROUND GUTTER SIMILAR DIMENSION AS REQ. LA SPACE/SLATS TWO TWO LAYERER S ASPHALT FELT OR OND FIN.FLR.STORAGE UNDERSIDE OF ROOF DECKAS SOFFIT.PTO APPROVED , RLAVMENT STRUCTURAL RAFTER SUPPORT BEAM }'EXTERIOR GRADE PLYWOOD -- --------------- - -----:- ---'�- =- DRAWINGS FOR MORE INFORMATION MINERAL VAPOR RRIIERR�INSULATION (LVL OR TIMBER).SEE STRUCTURAL - ! 1 LAVER 12'PLY 1 LAYER 1/2'SHIPLAP WOOD BOARDS WEATHERED BARN SIDING OVER}'MIN AIR GAP ATTACHED TO HORIZONTAL SLATS PTD BLACK OVER IRC COMPLIANT WRB ASPHALT FELT OR EQUIVALENT ON 2'X6'STUDS WITH DRAFT STOP AND BATT INSULATED CAVITY .1 VERTICAL WOOD BOARDS STAIR UP 2-X6-STUD WALL @ 16-O.C.ON PRESSURE ,REC ROOM, 1 OPEN TO WET BAR/ TREATED SILL PLATE ANCHORED TO FOUNDATION POOL ENTRY BEYOND OVER FLASHING AND TERMITE BARRIER OVER r SILL CAULK ON CONCRETE CURB NEW P 7�I ARCHITECTURAL FINISH TBD OVER RADIANT SN FLOOR HEATING SYSTEM OVER SLAB ON GRADE OVER VAPOR BARRIER OVER ! i INSULATION(4-)OVER GRAVEL BED(MIN.4') ISSUE -- ZI/� 1, NO. DATE DESCRIPTION 12 SLOPE AWAY FROM BUILDING AT MIN 5% 1 7/17/2017 LPC PUBLIC HEARING/PERMIT SET �1 1ST FIN.FUR. NATURAL GRADE __- �t? C 't t� `- =:• F�m`r,.4Y= o'F= k` .Y-.: u't.t= atn.. X r... 5� v�Ycr :r 2r1,•. FILTER FABRIC OVER DRAINAGE MATT OVER HOT APPLIED WATERPROOFING MEMBRANE TITLE GRAVEL DRAINAGE PERFORATED OUNDADTION DRAIN TILE ENLARGED CROSS ,LFROST LINE ________ _ __ �� '�. .., `` -E '-'� "_- - -'•!i.U - _ _-,-.---.-,--- - .-.- -.iR;' _. __ _ __- _ _ ___ _ SECTION, WALL TYPES - _ 11! -�H ;I.BfQN URE DATE:07/17/2017 A t` /� PROJECT*1045 ORCHARD W✓ �N �� DRAWING BY:JB 1 CHECK BY:ER DRAWING NO: N �� m -"' �� A-300.00 038683 ,(O OF NE WINDOW SCHEDULE SCREENS CASEMENTS/AWNINGS PROJECT ROUGH OPENING FRAME AND /� A /�A /� NO. TYPE MANUFACTURER DESCRIPTION lSERIES SASH MATERIAL EXTERIOR INTERIOR GLASS GRILLES SCREEN HARDWARE REMARKS IL/L1`I\Y/I'\V/I WIDTH HEIGHT 'w\I FIRST FLOOR AS E L T TO 1 Y W01 A LEPAGE WOOD COLLECTION FRENCH 72° 120' 6-9/16'MAHOGANY WATER BASED,CLEAR PRIMED LOW-E 272 ARGON WITH SPACER SDL WITH SPACER OUT SWING SCREEN DOORS,CHARCOAL TBD REFER TO ELEVATIONS FOR GRILLE PATTERN. SWINGING DOORS WITH TRANSOM COAT SEALER FIBERGLASS MESH W02 B LEPAGE WOOD COLLECTION CASEMENT 63" 61" 4-9116"MAHOGANY WATER COAT SEALER BASED,CLEAR PRIMED LOW-E 272 ARGON WITH SPACER SDL WITH SPACER SCRE MESHEN,CHARCOAL FIBERGLASS TBD REFER TO ELEVATIONS FOR GRILLE PATTERN. POOL H O U S E " WOOD COLLECTION FRENCH WATER BASED,CLEAR OUT SWING SCREEN DOORS,CHARCOAL 1045 ORCHARD STREET W03 A LEPAGE SWINGING DOORS 72" 84' 6-9l16"MAHOGANY COAT SEALER PRIMED LOW-E 272 ARGON WITH SPACER SDL WITH SPACER FIBERGLASS MESH TBD REFER TO ELEVATIONS FOR GRILLE PATTERN. ORIENT,NY 11957 W04 B LEPAGE WOOD COLLECTION CASEMENT 63" 61" 4-9/16'MAHOGANY WATER BASED,CLEAR PRIMED LOW-E 272 ARGON WITH SPACER SDL WITH SPACER SCREEN,CHARCOAL FIBERGLASS TBD REFER TO ELEVATIONS FOR GRILLE PATTERN. COAT SEALER MESH ARCHITECT • W05 B LEPAGE WOOD COLLECTION CASEMENT 63' 61" 4-9/16'MAHOGANY WATER BASEDALER,CLEAR PRIMED LOW-E 272 ARGON WITH SPACER SDL WITH SPACER MESH EN,CHARCOAL FIBERGLASS TBD REFER TO ELEVATIONS FOR GRILLE PATTERN.COATSE ELIZABETH ROBERTS WATER BASED,CLEAR SCREEN,CHARCOAL FIBERGLASS ARCHITECTURE &DESIGN W06 B LEPAGE WOOD COLLECTION CASEMENT 63' 61' 4-9/16"MAHOGANY COAT SEALER PRIMED LOW-E 272 ARGON WITH SPACER SDL WITH SPACER MESH TBD REFER TO ELEVATIONS FOR GRILLE PATTERN. 1687TH STREET 3C WATER BASED,CLEAR SCREEN,CHARCOAL FIBERGLASS BROOKLYN,NY 11215 W07 B LEPAGE WOOD COLLECTION CASEMENT 63' 61' 4-9/16'MAHOGANY COAT SEALER PRIMED LOW-E 272 ARGON WITH SPACER SDL W/SPACER MESH TBD REFER TO ELEVATIONS FOR GRILLE PATTERN. 718 504 5488 WOS A LEPAGE WOOD COLLECTION FRENCH 88^ 84^ 6-9/16"MAHOGANY WATER BASED,CLEAR PRIMED LOW-E 272 ARGON WITH SPACER SDL W/SPACER OUT SWING SCREEN DOOR,CHARCOAL TBD REFER TO ELEVATIONS FOR GRILLE PATTERN. SWINGING DOOR COAT SEALER FIBERGLASS MESH STRUCTURAL ENGINEER W09 C LEPAGE WOOD COLLECTION 26' 42" 4-9/16"MAHOGANY WATER BASED,CLEAR PRIMED LOW-E 272 ARGON WITH SPACER SDL W/SPACER 112 SCREEN,CHARCOAL 78D REFER TO ELEVATIONS FOR GRILLE PATTERN. DOUBLE HUNG COAT SEALER FIBERGLASS MESH S I LMAN W10 E LEPAGE WOOD COLLECTION CASEMENT 32" 61' 4-9/16"MAHOGANY WATER BASED,CLEAR PRIMED LOW-E 272 ARGON WITH SPACER SDL W/SPACER SCREEN,CHARCOAL FIBERGLASS TBD REFER TO ELEVATIONS FOR GRILLE PATTERN. 32 OLD SLIP,10TH FLOOR COAT SEALER MESH NEW YORK,NY 10005 212 620 7970 W11 E LEPAGE WOOD COLLECTION CASEMENT 32' 61' 4-9/16'MAHOGANY WATER BASED,CLEAR PRIMED LOW-E 272 ARGON WITH SPACER SDL W!SPACER SCREEN,CHARCOAL FIBERGLASS TBD REFER TO ELEVATIONS FOR GRILLE PATTERN. COAT SEALER MESH SECOND FLOOR MECHANICAL ENGINEER W12 D LEPAGE WOOD p CTURE WINDOW COLLECTION FRENCH 36" 36" 4-9/16"MAHOGANY COAT SEALER WATER BASED'CLEAR PRIMED LOW-E 272 ARGON WITH SPACER SDL W/SPACER N/A N/A REFER TO ELEVATIONS FOR GRILLE PATTERN. D'ANTON I O WATER BASED,CLEAR SCREEN,CHARCOAL FIBERGLASS CONSULTING ENGINEERS W13 B LEPAGE WOOD COLLECTION CASEMENT 54' 61' 4-9/16'MAHOGANY COAT SEALER PRIMED LOW-E 272 ARGON WITH SPACER SDL W/SPACER MESH TBD REFER TO ELEVATIONS FOR GRILLE PATTERN. 30 WEST WAUKENAAVENUE OCEANSIDE,NY 11572 516 594 4284 _ WINDOW SPECIFICATION MANUFACTURER LEPAGE MILLWORK SPECIES MAHOGANY PRODUCTS WOOD COLLECTION DOUBLE HUNG GLASS LOW-E 272 ARGON WITH SPACER WOOD COLLECTION FRENCH TERRACE DOOR WOOD COLLECTION CASEMENT GLASS SPACER ALUMINUM WOOD COLLECTION PICTURE MUNTIN 7/8"WOOD SIMULATED DIVIDED LITES-PUTTY GLAZE EXTERIOR,COLONIAL PROFILE INTERIOR HARDWARE TBD FRAME DEPTH WINDOWS 4-9116";DOORS 6-9116" SCREEN CHARCOAL FIBERGLASS MESH-1/2 SCREEN AT DOUBLE HUNG EXTERIOR FINISH WATER BASED,CLEAR COAT SEALER JAMS EXTENSIONS NONE INTERIOR FINISH PRIMED CASING/SILL SEE ELEVATIONS AB-601 AND DETAILS AB-602 ISSUE NO. DATE DESCRIPTION 1 312812017 PRELIMINARY PERMIT SET 2 4/18/2017 LPC PRE-SUBMISSION CONFERENCE 3 5/16/2017 LPG PRE-SUBMISSION CONFERENCE If 4 7/1812017 UPC PUBLIC HEARING/PERMIT SET TITLE WINDOW SCHEDULE AND SPECIFICATION EA TORE DATE:07/17/2017 �,J\J^ 5�OeA PROJECT#:1045 ORCHARD r \ w.A DRAWING BY.JB LU .a4 N CHECK BY:ER r I DRAWING NO: A-600.00 9�. 038a 16 -41 F�F NE`N PROJECT LAMM a ASELTON w POOL HOUSE =O FIXED TRANSOM 1045 ORCHARD STREET w ORIENT,NY 11957 ARCHITECT EQUAL EQUAL ELIZABETH ROBERTS J � / i ARCHITECTURE & DESIGN 7/8"SDL O FIXED PICTURE GRILLE PATTERN - WINDOW 168 7TH STREET 3C BROOKLYN,NY 11215 718 504 5488 7/8'SDL w0 GRILLE PATTERN / N }SCREEN BELOW 11 OPERABLE � STRUCTURAL ENGINEER CASEMENT a wlNDows S I LMAN w � \\� / TEMPERED 32 OLD SLIP,1010 FLOOR J \ / GLASSATALL 3'-0° 2126207970 Y 10005 LITES TEMPERED MECHANICAL ENGINEER 4W GLASSATALL i LITES D'ANTONIO VARIES VARIES CONSULTING ENGINEERS 30 WEST WAUKENAAVENUE VARIES 516 5594 4284 NY 11572 3'-0' 3-0° �1 WINDOW TYPE WINDOW TYPE B WINDOW TYPE C WINDOW TYPED -0' 1'-0' =1'-0' / 718"SDL / GRILLE PATTERN OPERABLE CASEMENT WINDOW ISSUE TEMPERED NO. DATE DESCRIPTION GLASSATALL 1 3/28/2017 PRELIMINARY PERMIT SET LITES 2 5/16/2017 LPC PRE-SUBMISSION CONFERENCE II 3 7/18/2017 LPC PUBLIC HEARING I PERMIT SET TITLE WINDOW TYPES WINDOW TYPE E ' E D AR H SI of DATE:07/17/2017 A �� /1 PROJECT#:1045 ORCHARD ,per `w- N DRAWING BY:JB 1 I CHECK BY:ER �i DRAWING NO: N9 038 a A-601 .00 3 FOF NE PROJECT LAMM I � ASELTON POOL HOUSE I , 4^ 141 - - L 1045 ORCHARD STREET w y 1 ORIENT,NY 11957 co > 1n. ARCHITECT W ELIZABETH ROBERTS I I I LL I I ----r- --------- ARCHITECTURE &DESIGN P5= 1687TH STREET 3C BROOKLYN,NY 11215 718 504 5488 616° VISIBLE GLASS 1�s° _ STRUCTURAL ENGINEER ti FRAME SIZE ^ S I LMAN 32 OLD SLIP,LOTH FLOOR 7e Y 10005 2126207970 VERTICAL SECTION HORIZONTAL SECTION WOOD SCREEN WITH ASTRAGAL TRANSOM MECHANICAL ENGINEER INSWING FRENCH DOORS (SCREEN DASHED) WINDOWTYPEA DIANTONIO CONSULTING ENGINEERS 30 WEST WAUKENAAVENUE OCEANSIDE,NY 11572 q16• 516 594 4284 416° N '� 116• 1116 w A� U5 N g 2 w te 16 LLmy VISIBLE 55g GLASS 316 FRAME SIZE 116° VISIBLE 3'7ie• GLASS 316° FRAME SIZE VERTICAL SECTION HORIZONTAL SECTION OPERATING 1 3/4"SASH OPERATING 1 3/4"SASH WITH WOOD SCREEN WITH WOOD SCREEN VERTICAL SECTION HORIZONTAL SECTION OPERABLE CASEMENT DOUBLE HUNG WINDOW TYPE B WINDOW TYPE C c 3._1,0. 416 ISSUE 1 DATE DESCRIPTION 1 3128/2017 PRELIMINARY PERMIT BET min 2 5/16/2017 UPC PRE-SUBMISSION CONFERENCE II 3 7/18/2017 LPC PUBLIC HEARING!PERMIT SET 1q° �A 116 N w TITLE W INTERIOR EXTERIOR WINDOW DETAILS 116" VIS S H IBLE D a pC 9. 313-L. GLAS 3j FRAME SIZE S GD� E DATE:07/17/2017 w�✓V CT��\`� PROJECT#:1045 ORCHARD W N VERTICAL SECTION HORIZONTAL SECTION DRAWING BY:JB PICTURE WINDOW I CHECK BY: ER WINDOW TYPE D WINDOW/DOOR GRILLE PROFILE,TYP N _a,�—�� �C 3-1-1- 6-1-0" DRAWING NO: 0386B5 y0� A-602.00 FOF N PROJECT GENERAL NOTES FRAMING LUMBER FOUNDATIONS LAMM 1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AND SHALL CONFORM TO THE I. ALL FRAMING LUMBER WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: 1. BUILDING FOUNDATIONS SHALL BEAR ON UNDISTURBED SOIL HAVING MINIMUM BEARING CAPACITY OF 4000 PSF.AS SPECIFIED BY PROJECT SPECIFICATIONS,INCLUDING THE NEW YORK STATE RESIDENTIAL CODE.ALL GOVERNING STANDARDS LISTED IN THESE NOTES A AMERICAN WOOD COUNCIL'WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY THE GEOTECHNICAL CONSULTANT.ADEQUACY OF BEARING STRATUM SHALL BE VERIFIED IN FIELD PRIOR TO PLACING CONCRETE.ALL ASELTON SHALL BE THE EDITION REFERENCED IN THIS GOVERNING CODE. DWELLINGS'. NECESSARY ADJUSTMENTS TO THE BOTTOM OF FOOTINGS TO BE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER OF B. AMERICAN WOOD COUNCIL'NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION;'NDS RECORD. 2. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING,BRACING,SHEETING AND MAKE SAFE ALL FLOORS,ROOFS,WALLS AND ADJACENT SUPPLEMENT:DESIGN VALUES FOR WOOD CONSTRUCTION',AND"SPECIAL DESIGN PROVISIONS FOR PROPERTY AS PROJECT CONDITIONS REQUIRE.SHORING AND SHEETING SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL 2. DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL FLOORS BRACING THESE WALLS ARE IN PLACE AND HAVE ATTAINED POOL HOUSE ENGINEER LICENSED IN THE PROJECT JURISDICTION HIRED BY THE CONTRACTOR WHO SHALL SUBMIT SHOP DRAWINGS AND WIND AND SEISMIC". THEIR 28 DAY STRENGTH. CALCULATIONS FOR THE OWNER'S REVIEW. 2. FRAMING LUMBER SHALL HAVE EACH PIECE GRADE STAMPED,SHALL BE SURFACED DRY(EXCEPT STUDS,WHICH SHALL BE KILN DRIED AND SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADE: 3. ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF X'-%_"BELOW FINAL GRADE. 3. DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS ARE BASED ON LIMITED FIELD ) 1045 ORCHARD STREET OBSERVATIONS AND MEASUREMENTS.THE CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING 70 EXISTING CONDITIONS BY RAFTERS AND JOISTS: DOUGLAS FIR-LARCH#2. 4. CONCRETE SHALL BE POURED IN DRY EXCAVATIONS.CONTRACTOR SHALL NOTE SOIL AND WATER CONDITIONS AS SHOWN BY ORIENT,NY 11957 ACTUAL MEASUREMENT AND OBSERVATION AT THE SITE.ALL DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN IN BEAMS,GIRDERS AND HEADERS:DOUGLAS FIR-LARCH#I. BORINGS INCLUDED IN THE REFERENCED GEOTECHNICAL SUBSURFACE INVESTIGATION REPORT(S)AND DEPTHS OF FOOTING AS SHOWN THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ENGINEER OF RECORD FOR EVALUATION BEFORE THE AFFECTED STUDS AND PLATES:DOUGLAS FIR-LARCH STUD GRADE. ON FOUNDATION PLANS. CONSTRUCTION IS PUT IN PLACE. - - - - - ---- - - 3. TIMBER LUMBER SHALL CONFORM TO THE FOLLOWING SPECIE AND GRADE: CONCRETE ARCHITECT 4. THE CONTRACT DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY.THESE NOTES HIGHLIGHT RATHER THAN REPLACE THE POST AND TIMBER:DOUGLAS FIR-LARCH 11. CONCRETE WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS. FOR GUIDANCE.SPECIFICATIONS CONTAINED IN THE PROJECT MANUAL.CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER OF ANY CONFLICTS BEAMS AND STRINGERS: DOUGLAS FIR-LARCH1. ALL C FIR-LARCH '. A AMERICAN CONCRETE INSTITUTE(ACI)'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE' ELIZABETH ROBERTS 4. ALL WOOD FRAMING INCLUDING DETAILS FOR BRIDGING,BLOCKING,FIRE STOPPING,ETC.,SHALL CONFORM TO THE (ACI 318). WOOD STRUCTURAL PANEL SHEATHING 'NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION'AND ITS SUPPLEMENTS AND SHALL BE INSTALLED IN B.ACI'MANUAL OF CONCRETE PRACTICE"LATEST EDITION ARCHITECTURE& DESIGN ACCORDANCE WITH THE NFPA"MANUAL FOR HOUSE FRAMING"OR THE GOVERNING LOCAL/STATE BUILDING CODE. C.CONCRETE REINFORCING STEEL INSTITUTE(CRSI)'MANUAL OF STANDARD PRACTICE'. 1. PROVIDE STRUCTURAL I PLYWOOD SHEATHING WITH BOND CLASSIFICATIONS APPROPRIATE TO THE END USE:'EXTERIOR'(PERMANENT 168 7TH YN,NY 112 EXPOSURE),OR'EXPOSURE I"(CONSTRUCTION EXPOSURE ONLY) 5. FASTENING SHALL BE IN ACCORDANCE WITH THE MOST RESTRICTIVE OF:THE GOVERNING LOCAL/STATE BUILDING CODE, 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS, 718504 48 NY 11215 OR THE MANUFACTURER'S RECOMMENDED FASTENING SCHEDULES. UNLESS OTHERWISE NOTED. 7185045488 2. FLOOR SHEATHING:NOM.-"THICK T&G PLYWOOD(48/24 SPAN RATING),APA STURD-I-FLOOR,OR ADVANTECH SUBFLOOR. 6. ALL FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH APPROVED GALVANIZED STEEL JOIST OR BEAM HANGERS, 3. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615,GRADE 60 OR A775 EPDXY COATED WHEN CALLED 3. ROOF SHEATHING(STANDARD):NOM. 'THICK T&G PLYWOOD(48/24 SPAN RATING). MINIMUM 18 GAUGE,INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. OUT O(ACI 3N5),AN.LAT REINFORCINEDITION.G STEEL SHALL BE DETAILED ACCORDING TO THE ACI"DETAILS AND DETAILING OF REINFORCEMENT STRUCTURAL ENGINEER 4. ROOF SHEATHING(UNDER SLATE OR CLAY TILE): NOM.Y"THICK T&G PLYWOOD(4B/24 SPAN RATING). 7. WHERE FRAMING LUMBER IS FLUSH FRAMED TO MICROLLAM,STEEL OR FUTCH-PLATE GIRDER,SET THESE GIRDERS Y' 4. WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A1064,WITH A MINIMUM YIELD STRENGTH OF 65,000 PSI. CLEAR(MIN.)BELOW TOP OF FRAMING LUMBER,TO ALLOW FOR SHRINKAGE. SI LNIV AI/'1/L N 5. WALL SHEATHING(STANDARD:NOM.Y•THICK PLYWOOD(32/16 SPAN RATING). B. STUD BEARING WALLS ARE TO BE 2x4®16"O.C.AT THE INTERIOR AND 2x6® 16'O.C.AT THE EXTERIOR,UNLESS 5. REINFORCING STEEL TO BE WELDED TO CONFORM TO ASTM A706 GRADE 60. NOTED OTHERWISE ON PLAN. 02 OLD SLIP, FLOOR 6. WALL SHEATHING(BEHIND SLATE,CLAY TILE,OR MASONRY VENEER):NOM.�'THICK PLYWOOD(48/24 SPAN RATING). NEW VORK,NVY 10 10005 9. ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW,WHERE REQUIRED INSTALL ADDITIONAL STUDS. 6. COORDINATE SIZE AND LOCATION OF ALL OPENINGS AND PIPE SLEEVES WITH ALL OTHER DISCIPLINES.MINIMUM CONCRETE 2126207970 7. USE PLY CLIPS OR OTHER EDGE SUPPORT AS REQUIRED FOR PLYWOOD SHEATHING. BETWEEN SLEEVES SHALL BE 6". 8. LEAVE J(e SPACE AT ALL PLYWOOD PANEL END JOINTS AND J6"SPACE AT ALL PANEL EDGE JOINTS. 10. LAP ALL PLATES AT CORNERS AND AT INTERSECTION OF PARTITIONS. 7. ALL GROUT SHALL BE NONSHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. - 9. UNLESS NOTED OTHERWISE,WALL SHEATHING SHALL BE FASTENED TO FRAMING WITH B 11. STAGGER ALL TOP AND BOTTOM PLATE SPLICES A MINIMUM OF 32 INCHES.d COMMON NAILS®4'O.C.AT EACH SHEET B. PROVIDE CLEARANCE FROM FACE OF CONCRETE TO REINFORCEMENT AS FOLLOWS: MECHANICAL ENGINEER SLABS:3C PERIMETER AND 12"O.C. ELSEWHERE. PROVIDE 2.6 BLOCKING AT ALL FREE EDGES. 12. USE DOUBLE STUDS 0 ENDS OF WALL AND ENDS OF WALL OPENINGS. BEAMS,COLUMNS: 1Y" D'ANTONIO 10. UNLESS NOTED OTHERWISE,ROOF SHEATHING SHALL BE FASTENED TO FRAMING WITH 8d COMMON NAILS @ 6"O.C.AT EACH SHEET 13. AT THE ENDS OF ALL BEAMS,HEADERS AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE WIDTH IS AT FOOTINGS:3' PERIMETER AND 12"O.C.ELSEWHERE. LEAST EQUAL TO THE WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4'(NOM.)AT INTERIOR WALLS EXTERIOR WALLS:2'FOR#6 OR LARGER, 1Y"FOR#5 OF SMALLER CONSULTING ENGINEERS ( ) AND 6" NOM. AT EXTERIOR WALLS UNLESS OTHERWISE NOTED. INTERIOR WALLS:�' 30 WEST WAUKENA AVENUE 11. ALL FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO FLOOR JOISTS USING AN APA APPROVED ADHESIVE AND$8 SCREWS® OCEANSIDE,NY 115725165944264 6"O.C.AT EACH SHEET PERIMETER AND 12'O.C.ELSEWHERE,UNLESS NOTED OTHERWISE. 14. USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. 9. SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL.NO CONCRETE WORK SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. ENGINEERED WOOD PRODUCTS 15. PROVIDE CROSS BRIDGING AT A MAXIMUM OF 8'O.C. 10. CLEAN AND ROUGHEN TO Y'AMPLITUDE ALL EXISTING CONCRETE SURFACES TO RECEIVE NEW CONCRETE PRIOR TO PLACEMENT. 1. WOOD I-JOISTS:PROVIDE ENGINEERED WOOD[-JOISTS,SIZES AND SERIES AS SHOWN,AS MANUFACTURED BY WEYERHAEUSER OR 16. BUILT UP BEAMS LESS THAN 8'DEEP SHALL BE SPIKED TOGETHER WITH 2- 16D NAILS @16"O.C.BUILT UP APPROVED EQUAL INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD RECOMMENDATIONS AND DETAILS, BEAMS GREATER THAN 8"DEEP SHALL BE SPIKED TOGETHER WITH 3- 16D NAILS 016"O.C. 11. SEE OTHER DRAWINGS IN THIS PROJECT FOR SIZE AND LOCATIONS OF EQUIPMENT PADS, INSERT AND EMBED ITEMS. INCLUDING CONSTRUCTION BRACING, MINIMUM BEARING LENGTHS,WEB STIFFENERS,SQUASH BLOCKS,BLOCKING, KNOCK-OUTS AND 17. WHERE THERE IS NO PLYWOOD WALL SHEATHING,PROVIDE DIAGONALS AT ALL EXTERIOR CORNERS OF STUD WALLS AT 12. REINFORCING DOWELS,WATERSTOPS AND OTHER EMBED ITEMS SHALL BE INSTALLED AND SECURED PRIOR TO CONCRETE HOLES, ETC. EACH FLOOR. (1'x 4"BRACES LET INTO STUDS AND NAILED AT EACH STUD CROSSING WITH 2- 10D NAILS.) PLACEMENT.'WET-SETTING'OF EMBEDDED ITEMS IS NOT PERMITTED. 2. RIM BOARDS:PROVIDE CONTINUOUS LAN THICK RIM BOARDS,CTUTIMBERSTRANDRECOMMENDATIONS LSL AS MANUFACTURED BY WEE ROF ALLRFLO 18. WHERE CANTILEVERED BEAMS ARE INDICATED,THE FAR CONNECTOR SHALL BE CAPABLE OF RESISTING AN UPUFT OF 13. WELDED WIRE REINFORCEMENT IN COMPOSITE CONSTRUCTION SHALL HAVE TENSION SPLICES AND BE ANCHORED AT DISCONTINUOUS APPROVED EQUAL INSTALL IN COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AT THE PERIMETER OF ALL FLOOR PLATFORMS. 1000 LBS.MIN.,U.N.O. EDGES. 3. MICRO-LAM BEAMS:PROVIDE ENGINEERED BEAMS,SIZES AS SHOWN,MICROLIAM LVL OR PARALIAM PSL AS MANUFACTURED BY 21.NO NEW OR EXISTING JOISTS SHALL BE CUT OR NOTCHED WITHOUT APPROVAL WEYERHAEUSER OR APPROVED EQUAL INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD RECOMMENDATIONS CONCRETE BLOCK AND DETAILS. 22. WOOD HEADER SCHEDULE ROUGH OPENING WIDTH HEADER 1. ALL CONCRETE BLOCK WORK SHALL CONFORM TO THE'NATIONAL CONCRETE MASONRY ASSOCIATION TEK MANUAL FOR DESIGN AND 4. GLUED LAMINATED TIMBER(SOFTWOOD):PROVIDE ENGINEERED BEAMS,SIZES AS SHOWN,IN ACCORDANCE WITH AITC 117-04 DESIGN 2x4 WALL 2x6 WALL CONSTRUCTION OF CONCRETE MASONRY,'LATEST EDITION AND"ACI 530-BUILDING CODE REQUIREMENTS FOR MASONRY STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER OF SOFTWOOD SPECIES.UNLESS NOTED OTHERWISE,ALL LESS THAN 30" (2)2x6 (3)2x8 STRUCTURES'. 3'-1 TO 4 LAMINA71ONS SHALL BE SOUTHERN PINE. (2)2x8 (3)2x8 4'-1"TO 6''-D-0' (2)2x10 (3)2x10 2. CONCRETE BLOCK SHALL BE OF LIGHTWEIGHT AGGREGATE AND CONFORM TO THE FOLLOWING STANDARDS:SOLID/HOLLOW BLOCK: 5. ROOF TRUSSES:PROVIDE PRE-ENGINEERED ROOF TRUSSES,AS SHOWN ON THE DOCUMENTS,TO RESIST LOADS TABULATED ON THIS 6'-1"TO 8'-0" (2)2x12 (3)202 ASTM C90. SHEET(INCLUDING NET UPLIFT).INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD RECOMMENDATIONS AND OVER 8'-0" SEE PLANS SEE PLANS DETAILS.FABRICATOR SHALL SUBMIT LAYOUT PLANS AND ENGINEERING DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. NET AREA COMPRESSIVE STRENGTH NET AREA COMPRESSIVE STRENGTH NOTE PROVIDE (1)JACK STUD FOR SPANS LESS THAN 4'-0'WIDE, OF CONCRETE MASONRY UNIT PSI OF MASONRY ASSEMBLY F'm,PSI 6. PSL POSTS:PROVIDE GRADE 1.8E PARALLAM PSL COLUMNS.IT IS NOT PERMITTED TO USE PSL BEAMS AS A SUBSTITUTE FOR PSL (2)JACK STUDS FOR SPANS LESS THAN 8'-0"WIDE, USING TYPE S MORTAR COLUMNS WITHOUT ACCOMMODATION FOR REDUCED STRENGTH AND APPROVAL BY EOR. (3)JACK STUDS FOR SPANS OVER 8'-0"WIDE. 1900 1500 SPECIAL INSPECTIONS 23. ALL LIGHT-GAUGE HANGERS SUPPORTING PRESERVATIVE TREATED WOOD SHALL MEET OR EXCEED G185(1.85 OZ OF 2800 2000 ZINC PER SQUARE FOOT).ALTERNATIVELY,STAINLESS STEEL CONNECTIONS MAY BE USED. FASTENERS SHALL MATCH 1. INSPECTIONS REQUIRED BY THE LOCAL JURISDICTION SHALL BE PERFORMED BY A TESTING AGENCY PROVIDED BY THE OWNER FOR THE HANGER FINISH AND MATERIAL 3750 2500 THE FOLLOWING ITEMS: 4800 3000 A CONCRETE CONSTRUCTION(IBC 1705.3.TABLE 1705.3) 24. WHERE JOIST ORIENTATION IS PARALLEL TO EXTERIOR STUD OR FOUNDATION WALLS,PROVIDE FULL-SECTION BLOCKING I.MATERIALS(IBC 1705.3.1) FOR 3 BAYS®4'-0"O.C.MAX.WHERE SHEATHING IS NOT CONTINUOUSLY FASTENED TO TOP OR BOTTOM OF JOIST. UNLESS OTHERWISE NOTED ON PLANS AND/OR ELEVATIONS,CONCRETE BLOCK UNIT STRENGTH SHALL BE 1900 PSI MIN. B.MASONRY CONSTRUCTION(IBC 1705.4) PROVIDE 18 GA x 1-1/2' x V-O"(MIN.)FLAT TENSION STRAP BETWEEN ALIGNED BLOCKING MEMBERS. NOTE CONCRETE BLOCK WITH UNIT STRENGTH HIGHER THAN 1900 PSI GENERALLY REQUIRE LONGER DELIVERY LEAD TIMES. i.EMPIRICALLY DESIGNED MASONRY(IBC TUTS(IBC ii.VERTICAL MASONRY FOUNDATION ELEMENTS(IBC 1705.4.2) 25. ALL SILL PLATES SHALL BE PRESSURE TREATED AND ANCHORED TO FOUNDATION WALLS WITH Ye'DIA HEADED 3. ALL MORTAR SHALL BE ASTM C270,TYPE N. C.WOOD CONSTRUCTION(IBC 1705.5) ANCHOR BOLTS(ASTM F1554)®4'-0"O.C.AND WITHIN 12'OF ALL SILL PLATES SPLICES.(MIN,7"EMBED.) i.HIGH-LOAD DIAPHRAGMS(IBC 1705.5.1) 4. ALL GROUF FOR FILLING CELLS SHALL BE ASTM C 476 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI BUT NOT LESS THAN ii.METAL-PLATE-CONNECTED WOOD TRUSSES SPANNING 60 FEET OR GREATER THE COMPRESSIVE STRENGTH OF THE MASONRY ASSEMBLY,F'M".WHERE GROUT CELLS DO NOT EXCEED 4'IN DIAMETER FINE D.SOILS(IBC 1705.6) GROUT SHALL BE USED. - - 2.STRUCTURAL OBSERVATIONS REQUIRED BY THE LOCAL JURISDICTION SHALL BE PERFORMED BY A REGISTERED DESIGN PROFESSIONAL 5 ALL BLOCK DIMENSIONS INDICATED ON STRUCTURAL PLANS ARE NOMINAL DIMENSIONS. LSSUE . PROVIDED BY THE OWNER.STRUCTURAL OBSERVATIONS SHALL BE THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM FOR NO. _ _ DATE DESCRIPTION _ GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS. 6. ALL CONCRETE BLOCK BELOW GRADE SHALL BE FILLED SOLID WITH GROUT. 1 3282017 PRELIMINARY PERMIT SET THE TESTING AGENCY FOR THE INSPECTIONS SHALL FILE ALL APPROPRIATE FORMS WITH THE BUILDING DEPARTMENT. 7. CONCRETE BLOCK BELOW BEAM OR TRUSS BEARING POINTS SHALL BE FILLED SOLID FOR A MINIMUM OF TWO COURSES IN DEPTH AND A MINIMUM OF 32'IN WIDTH,U.O.N.S. INSTALL STANDARD WEIGHT LADDER JOINT REINFORCEMENT AT 16"O.C.(SPACED VERTICALLY). LEGEND 9. UNLESS NOTED OTHERWISE ALL MASONRY WALLS SHALL BE REINFORCED WITH#4048'O.C.VERTICAL.GROUT ALL REINFORCED -- CELLS SOLID.PROVIDE DOWELS TO MATCH VERTICAL REINFORCING AT FOUNDATION. - - - EXISTING WOOD BEAMS 10. WHERE CMU IS SUPPORTED ON STRUCTURAL STEEL MEMBERS,PROVIDE WELDED REBAR DOWELS BETWEEN STEEL AND CMU.DOWELS TITLE TO MATCH SIZE AND SPACING OF CMU REINFORCEMENT,AND MUST PROVIDE FULL TENSION LAP SPLICE WITH CMU REINFORCEMENT. �..-..-. EXISTING WOOD JOISTS DOWELS MUSS BE WELDABLE AND CONFORM TO ASTM A706,GRADE 60. GENERAL NOTES . ---- NEW WOOD BEAMS AND LEGEND ---� NEW WOOD JOISTS O NEW WOOD POST 13 "CE F �Fl�f� EXISTING WOOD POSE C, ��SEe AIjD'SI T DATE: POST UP `. C 1V77 C//,/� 0 YR OJECT#: 7 i D WG BY: CHECK BY: -0RPWING NO: &-001 .00 REFS S 10�1P�'� PROJECT LAM M ASELTON POOL HOUSE 1 REMOVE EXISTING HIGHER PORTION 1045 ORCHARD STREET P-20 OF ROOF AND REFRAME AT LOWER ORIENT,NY 11957 ELEVATION TO MATCH SOUTH END OF 20'-6'f 20'-6'f ROOF ARCHITECT r___ __________________________r-------------------------- ___ 1 m ELIZABE_ ___________________ _____ ___________________� ..r___ __ L ROBERTS -- ARCHITECTURE&DESIGN I I • I I I O I I -------- 1 168 7TH STREET 3C i LF 718 504 NY 11215! ' 718 504 548488 I I STRUCTURAL ENGINEER I SILMAN I i I ' 32 OLD SLIP,10TH FLOOR 2 x 12b16'oc i 6 x 8®2' ®2':- O.C. NEW YORK,NY 10005 I I E.._.._.._..T..- - - 1 - -.-_.:� �.._.._.._..� I 2126207970 I I ROOF RAFTERS ROOF RAFTERS I I i T I I I I I 1 MECHANICAL ENGINEER I I I I I I I I I I I D'ANTONIO I I 2 x 6®4'-0_0.. __ ___ i CONSULTING ENGINEERS I I i i COLLAR TIES i 30 WEST WAUKENA AVENUE 1 516 594 284DE,NV 11572 I I 1 I er.r�'ev � 516 594 4284 I I Ei I I ------(z) 2x12 -- -T-1--1 I N I I � I I I I ---------- I � -- ' L_ STAIR DOWN TO FIRST FLOOR x I I -SEE ARCH DWGS. 4x4WOOD I 4z4W00D POST I POST I I 2'-0'x 2'-0'z 12' FOOTING.3-#5 EWB 4 SLAB I i OPEN I I I ON GRADE I ' I I I I I I I i i P-20 I r l P-20 i i i i ' I I I I 1 1 I 1 _ I I I i .. i.. •. _ I ' 1 -----� I I 1 I I I - ISSUE NO. DATE DESCRIPTION 1 NORTH 1 3282017 PRELIMINARY PERMIT SET P-20 FOUNDATION/FIRST FLOOR FRAMING PLAN SECOND FLOOR FRAMING PLAN 3 ROOF FRAMING PLAN SP-100 SCALE 1/4'=1'-D' SP-100 SCALE: 1/4'=1'-O' SP-100 SCALE: 1/4"-1'-0' -- TFLE FIRST, SECOND AND ROOF FRAMING PLAN OFE°p -°��` /'� I-•.5-eu/ 3 YNA7 _ DATE: �� PROJECT#: co j A DRAWING BY: ,y, ![•yam CHECK BY: DRAWING NO: SP-100.00« ROES S I OAP c CONTRACTOR SHALL TEMPORARILY SHORE PROJECT EXIST.STUD WALL DURING INSTALLATION OF NEW CONCRETE FOUNDATION I WOOD STUD BEARING WALL L/ \M M TO REMAIN-REPLACE DETERIORATED d WATERSTOP STUDS WITH NEW WHERE REQUIRED CONCRETE SLAB NOTES: 6'x6" .1xW2.1 W.W.F. AS E LTO N FIRST FLOOR 1. SLAB ON GRADE SHALL BE PLACED IN ALTERNATING STRIPS GRADE 2"COVER MIN.(OR AS REQ'D I '^�" • (? ,`I^ x— WHERE EACH SINGLE STRIP DOES NOT EXCEED 36 TIMES BY WATERSTOP MANUF.) SLAB THICKNESS WIDTH IN INCHES.ALTERNATIVELY,LARGE POOL HOUSE 4"SLAB ON GRADE BLOCK PLACEMENTS WITH INTERIOR CONTRACTION JOINTS ARE ° -H ACCEPTABLE IF THE CONTRACTION JOINTS ARE MADE IN BOTH WATER STOP(TYP.) ° DIRECTIONS AT SPECIFIED INTERVALS IN A TIMELY MANNER. •i 1045 ORCHARD STREET 4®12'oc NEW SILL PLATE ATTACHED TO 6 x 10 RIDGE WATERSTOP e D 2. SAWED CONTRACTION JOINTS SHALL BE LOCATED AT A ORIENT,NY 11957 + MAXIMUM SPACING IN INCHES OF 36 TIMES THE SLAB EW EF FOUNDATION WALL WITH X'BOLTS BEAM THICKNESS.JOINTS SHALL BE SAWED NO LATER THAN 24 _ "i ®3'-0"O.C.USING HILTI HIT 10 MIL POLYETHYLENE HOURS AFTER CONCRETE IS PLACED. ARCHrtEC7 &10" Y200 ADHESIVE SYSTEM 6 x 8 ROOF UNDISTURBED VAPOR B4RRIER d RAFTERS SOIL OR FILL VAPOR BARRIER 3. GRAVEL OR CRUSHED STONE BASE SHALL BE COMPACTED TO CONCRETE WALL 6"GRAVEL OR ° 95%OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. ELIZABETH ROBERTS —— —— CRUSHED STONE 6'GRAVEL OR CRUSHED STONE ARCHITECTURE&DESIGN CO.. L J SLAB ON GRADE UNDISTURBED SOIL OR FILL 168 7TH STREET 2 x 6®4'-0"O.C. BROOKLVN,NY 1121215 COLLAR TIES 718 504 54M 2'-0. SLAB—ON—GRADE & WALL INTERFACE SECTION 2 SECTION STRUCTURAL ENGINEER sP—zoo SCN.E: 3/4'=1'-O" SP-200 SCALE: 3/4"=1'—O" TYPICAL DETAILS SLAB ON GRADE SILMAN 32 OLD SLIP,10TH FLOOR NEW YORK,NY 10005 212 620 7970 c W MECHANICAL ENGINEER 3 INSTALL BOTTOM OF BASE PLATE D'ANTONIO FLUSH WITH CONCRETE CONSULTING ENGINEERS 30 WEST WAUKENA AVENUE WOOD POST-SEE PLAN FOR SIZE OCEANSIDE,NY 11572 (2)-.t-DIA GALVANIZED A307 5165944284 THRU BOLTS,NICK THREADS GALVANIZED SIMPSON LCB/CB TO PREVENT BACK-OFF WOOD POST COLUMN BASE OR APPROVED o EQUAL a i - o N SAWN-LUMBER FLOOR JOIST FLUSH TOP II 1 II SIMPSON TYPE LPCZ LL. POST BASE AND CAPS i=U� (OR APPROVED EQUAL) — — — — — m ?y 30 i 1 o `TOP MOUNTED JOIST HANGER TOP MOUNTED JOIST HANGER 3 < BY SIMPSON OR APPROVED EQUAL BY SIMPSON OR APPROVED EQUAL CONCRETE PIER OR WALL FOR SIZE BEAM;-SEE PLANS FOR SIZE SAWN LUMBER GIRDER NOTE: AT CORNER CONDITIONS,PROVIDE SIMPSON LCE POST BASE OR CAP OR APPROVED EQUAL TYPICAL SUPPORT OF WOOD POSTS TYPICAL DETAIL OF WOOD TYPICAL FLOOR BEAM TYPICAL SAWN LUMBER JOISTS ON CONCRETE WALL OR PIER (WITH UPLIFT) GIRDER TO WOOD SCALE' %"=1'-D• TO SAWN LUMBER GIRDERS SCALE: 1"=1'-O' SCALE: 1'=1'-0' (SEE PLAN FOR SIZE) SCALE: 1"=1'-0" ISSUE BEARING WALL ON (1)-2x CONTINUOUS NO. DATE DESCRIPTION SOLEPLATE 1 3/28/2017 PRELIMINARY PERMIT SET FULL DEPTH BLOCKING TO MATCH WIDTH OF -- SIMPSON LSTA 77 STRAPS SOD WALL,TYP. TIES ACROSS STUD ABOVE, I -- RIM BOARD AND STUD I FLOOR JOISTS BELOW AT EACH STUD I LOCATION I T.O. FINISH FLOOR I EL. SEE PLANS I TITLE CONTINUOUS ly"LSL RIM BOARD TYPICAL DETAILS AN + CONTINUOUS(2)-2x TOP PLATE SECTIONS I I BEARING WALL;SEE PLAN AND GENERAL NOTES SIMPSON F,2A TIE AT EACH JOIST rr� ,{ LACDSI NATURE DATE: yR/ TO SOD ADD REALIGN JOIST AND J \� HU ''7 PROJECT#: i L �i co �"f ,F41d DRAWING BY: TYPICAL DETAIL @FLOOR FRAMING TO . CHECK BY: WOOD BEARING WALL - PERPENDICULAR JOISTS ;�M' - i( c`sU DRAWING NO: SCALE:-'=1'-O' � e SP-200.00« •a553 � - AR�ES PROJECT LAMM MECHANICAL SYMBOL LIST MEP-SCOPE of WORK RESCHECK COMPLIANCE NOTES PER 2015 IECC DOB FILING':DRAWING LIST•'•_ PLUMBING SYMBOL LIST DUCTWORK - -- SHEET DWG NO. DRAWING TITLE ASELTON S/W SOIL OR WASTE PIPING 1)HEATING.VENTILATION AND AIR CONDTIONING ------- - 1.DUCT INSULATION-ALL SUPPLY AND RETURN AIR"DUCTS AND 1 T-100.00 MECHANICAL COVER SHEET - -®UP ®DN SUPPLY DUCT(UP&DOWN) V. VENT PIPING - --AC SYSTEM COMPONENTS 2 SU-100.00 UTILITIES SITE PLAN-POOL HOUSE PLENUMS SHALL BE INSULATED WITH A MINIMUM OF R-6 POOL HOUSE C.W. COLD WATER PIPING --- ___ .__ INSULATION WHERE LOCATED UNCONDITIONED SPACES AND A UP DN EXHAUST OR RETURN DUCT(UP&DOWN) -FURNISH AND INSTALL FULLY OPERATIONAL VARIABLE REFRIGERANT FLOW MINIMUM OF R-8 INSULATION WHERE LOCATED OUTSIDE-THE 3 P-100.00 1ST&2ND FLOORS&ROOF PLUMBING PLANS ---- H.W. HOT WATER PIPING SYSTEMS CONSISTING OF.(1)-5 TON MITSUBISHI DX SP_LR SYSTEM,OR BUILDING.WHERE LOCATED WITHIN A BUILDING ENVELOPE 'ASSEMBLY, - - - - 101 CEILING DIFFUSERS ----- H.W.R.HOT WATER RETURN PIPING 4 P-200.00 PLUMBING DETAILS&NOES Lau oaclTARO STREET APPROVED EQUAL,WITH DISTRIBUTION OF REFRIGERANT PIPING 70 EDUCED' THE DUCT OR PLENUM SHALL BE SEPARATED FROM THE oRIENT,NY11957 C G. GAS PIPING AIR HANDLERS FOR THE CELLAR,GROUND AND SECOND FLOORS.AIR BUILDING EXTERIOR OR UNCONDITIONED OR EXEMPT_SPACES BY A 5 P-300.00 SMIITARY RISER DIAGRAM HANDLING UNITS SHALL BE EQUIPPED WITH HOT WATER HEATING COILS IN MINIMUM OF R-8 INSULATION.ALL DUCT INSULATION SHALL MEET THE _ - �- SUPPLY TOP REGISTER OR GRILLE 3/W EXISTING SOIL OR WASTE PIPING THE DISCHARGE AND PROVIDE BOTH HEATING AND COOLING. STANDARDS OF MC604. 6 M-100.00 1ST&2ND FLOORS MECHANICAL PLANS V. EXISTING VENT PIPING 7 M-200.00 MECHANICAL DETAILS ARCHITECT + EXHAUST OR RETURN TOP REGISTER OR GRILLE C.W. EXISTING COLD WATER PIPING AC/HEATING CONTROLS _ EXCEPTIONS; -- - / A.YMERE LOCATED WITHIN EQUIPMENT. 8 M-201.00 MECHANICAL CONTROLS&PIPING DIAGRAMS ELIZABETH ROBERTS HAX EXISTING HOT WATER PIPING EACH AC-HTG SYSTEM SHALL BE CONTROLLED BY A REMOTE CONTROLLER B.W .9 M-400.00 MECHANICAL EQUIPMENT SCHEDULES IIERE THE DESIGN TEMPERATURE DIFFERENCE BETWEEN THE•INTERIOR �+ EXHAUST CEILING REGISTER OR GRILLE - HW.R. EXISTING HW-RETURN PIPING IN EACH SPACE ALL CONTROLLERS SHALL BE LINKED TO A CENTRAL AND EXTERIOR OF THE DUCT OR PLENUM-DOES NOT EXCEED15'F(8'C). ARCHITECTURE&DESIGN - - --- r--i- Pj G G. EXISTING GAS PIPING CONTROLLER LOCATED IN CELLAR MECHANICAL ROOM.CONTROLLER SHALL BE - CONNECT NEW WORK TO EXISTING CAPABLE OF REMOTE ACCESS VIA INTERNET CONNECTION. 7 SUPPLY&RETURN DUCTS 168 MSTREET 3C EXCEPTION:DUCTS LOCATED COMPLETELY INSIDE THE BUILDING ENVELOPE. BROOKLYN,NY 11215 NEW WORK i GATE OR BALL VALVE HEATING SYSTEM COMPONENTS - -- '- - - 718504 s486 EXISTING WORK OR EQUIPMENT TO REMAIN QUIET TYPE CHECK VALVE - _ FURNISH AND INSTALL FULLY OPERATIONAL NATURAL GAS FIRED HIGH _ 3.DUCT TIGHTNESS TEST EXISTING WORK OR EQUIPMENT TO BE REMOVED CLEANOUT EFFICIENCY HOT WATER BOILER SYSTEM,CONSISTING OF-(1)BOSCH DIRECT EXCEPTION:ALL DUCTS AND AIR HANDERS ARE LOCATE WITHIN CONDITIONED SPACE. NEW DUCT-WITH x DEPTH J. - FPHB FROST PROOF HOSE BIBS VENT BOILERS,WITH CIRCULATING HOT WATER HEAT PUMP LOOP AND - _ 10x8 � � � _ STRUCTURAL ENGINEER Y V.B. VACUUM BREAKER DOMESTIC HOT WATER TANK_" 4.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. �IIII C FLEXIBLE CONNECTION Y NEW CONNECTION N.C. VENTILATION SYSTEM COMPONENTS �- 5.DUCTS_ARE_PRESSURE TESTED TO DETERMINE AIR LEAKAGE - SILMAN INCLINED RISE,IN DIRECTION OF AIR FLOW CAPPED - -(1)RENEWAIRE ERV ENERGY RECOVERY VENTILATORS,ON THE SECOND EXCEPTION:ALL DUCTS AND AIR HANDLERS-ARE LOCATED WITHIN, - =- - - 32 OLD SUP,LOTH FLOOR AD AREA DRAIN-- FLOOR TO SERVE AS TOILET EXHAUST AND FRESH AIR MAKEUP - CONDITIONED SPACE. NEW YORK.NY 10005 --' 212 620 7970 INCLINED DROP,IN DIRECTION OF AIR FLOW BD BIDET 2)PLUMBING SYSTEM 6.PIPING INSULATION-ALL HOT WATER LINES SHALL BE INSULATED TO - MINIMUM 1 1/2°UP TO 1 1/°PIPE SIZE;AND 2°UP TO 8°PIPE SIZE VANED ELBOW.PROVIDE ALL ELBOWS WITH VANES HT BATHTUB - - - - - REFRIGERANT-PIPING INSUALTION UP TO 1 1/2-SHALL BE INSULATED TO EVEN IF SYMBOL MISSING D DRYER WATER SERVICE MECHANICAL ENGINEER -NEW ONSITE WELL WITH WELL TANK. MINIMUM 1/2°_AND 1°UP TO 8°PIPE SIZE. STANDARD RADIUS ELBOW DW DISH WASHER -NEW WHOLE HOUSE FILTRATION SYSTEM. 7. D FLOOR DRAIN ALL BALANCING-THE CONTRACTOR SHALL EST, F SYSTEMS AND ADJUST D'ANTONIO CONSULTING _ All NEW AND EXISTING REGISTERS AND DAMPERS OF SYSTEMS UNDER ACOUSTICAL DUCT LINING IW INDIRECT WASTE SANITARY SYSTEM COMPONENTS NORMAL OPERATING CONDITIONS TO ASSURE PROPER AIR DISTRIBUTION AND ENGINEERS -COMPLETE NEW ABOVE GROUND CAST IRON SANITARY WASTE AND PVC AIR QUANTITIES AS SHOWN ON THE DRAWINGS.AIR SUPPLY AND RETURN AT r�� DO VD:MANUAL VOLUME DAMPER LAV LAVATORY VENTS TO ALL FIXTURES. EACH OUTLET SHALL BE MEASURED AND RECORDED DATA TA13ULAED AND 30 WEST WAUKENA AVENUE F{ � COD:CABLE OPERATED DAMPER NEW NEW FIXTURE -NEW UNDERGROUND PVC HOUSE SEWER WITH CONNECTION TO NEW SUBMITTED FOR APPROVAL AIR BALANCING SHALL BE AS POER GUIDELINES ocEANSIDE,NY 11572 D&AD FIRE DAMPER AND ACCESS DOOR REL RELOCATED&REPLACED FIXTURE SEPTIC TANKS. - SET FORTH IN SMACNA STANDARDS FOR LOW PRESSURE DUCT SYSTEMS. "5165944284 (Jab pt73s) THERMOSTAT CONTROLLER RPL REPLACED FIXTURE -"STORM WATER SYSTEM 8,DUCT SEALING-SEAL ALL DUCTWORK AIRTIGHT AT JOINTS,SEAMS AND T -- - - T AIR CO CONNECTION TO-EQUIPMENT,WITH 3M EC-8DO MASTIC OR APPROVED.EQUAL HEAT THERMOSTAT RM REMOVE -COMPLETE NEW STORM LEADERS AND GUTTERS TO UNDERGROUND PVC ALL DUCT SHALL MEET THE STANDARDS OF MC603. - AC AIR CONDITIONING EQUIPMENT SH SHOWER SANITARY WASTE SPILL TO GRADE. ACC AIR COOLED CONDENSING UNIT SK SINK 9.CONTROLS=EACH HEATING AND COOLING SYSTEM SHALL BE PROVIDED _ CD CEILING DIFFUSER - HOT AND COLD WATER COMPONENTS WITH THERMOSTATIC AND HUMIDITY CONTROLS.THE CONTROLS SHALL BE 7 COND. CONDENSING SP STANDPIPE -COMPLETE NEW INSULATED HOT AND COLD WATER PIPING DISTRIBUTION DAY PROGRAMMABLE AND CAPABLE OF TO SET BACK'OR TEMPORARILY CLG CEILING - ___ _ V.O. VALVED OUTLET SYSTEM TO ALL FIXTURES -- OPERATE THE SYSTEM TO MAINTAIN ZONE TEMPERATURES DOWN TO 55 DEG - CFM CUBIC FEET PER MINUTE VTR VENT THRU ROOF -ONE(1)STAINLESS STEEL INDIRECT DOMESTIC HOT WATER HEATERS. F.OR UP TO 85 DEG F. -NEW CARBON AND SEDIMENT HOUSE FILTRATION SYSTEM - - COD CABLE OPERATED DAMPER W WASHER 10.MAINTENANCE MANUALS-OPERATING AND MAINTENANCE MANUALS ARE - DR DRAIN WC WATER CLOSET GAS SYSTEM - TO BE PROVIDED TO THE BUILDING OWNER BY THE MECHANICAL CONTRACTOR_.MAINTENANCE INSTRUCTIONS SHALL BE FURNISHED FOR _ EXIST. EXISTING --NEW LPG TANK AND DISTRIBUTION TO BOILER,POOL EQUIPMENT,AND EQUIPMENT AND SYSTEMS THAT REQUIRE PREVENTIVE MAINTENANCE - FAT FRESH AIR INTAKE APPLIANCES. REQUIRED REGULAR MAINTENANCE ACTIONS SHALL BE CLEARLY - 'THIS PLAN IS APPROVED ONLY FOR WORK INDICATED FC FLEXIBLE DUCT CONNECTION STATED AND INCORPORATED ON A READILY ACCESSIBLE LABEL ON THE APPLICATION SPECIFICATION SHEET.ALL I.W. INDIRECT WASTE 3)ELECTRICAL SYSTEMS• THE LABEL SHALL INCLUDE THE TITLEOR PUBLICATION NUMBER FOR _ OTHER MATTERS SHOWN ARE NOT TO BE RELIED KX KITCHEN EXHAUST ____" THE OPERATION AND MAINTENANCE MANUAL FOR THAT PARTICULAR MODEL UPON,OR TO BE CONSIDERED AS BEING APPROVED LBD LINEAR BAR DIFFUSER ELECTRICAL SERVICE AND TYPE OF,PRODUCT. OR IN ACCORDANCE WITH APPLICABLE CODES." ' LBR LINEAR BAR RETURN -NEW UNDERGROUND FED FROM MAIN HOUSE PANEL 11.HEATING AND COOLING LOAD CALCULATIONS-HEATING AND COOLING MTD MOUNTED LOAD CALCULATIONS HAVE BEEN CONDUCTED,AND ARE IN ACCORDANCE WITH TX-1 TOILET EXHAUST FAN NO:1 POWER DISTRIBUTION ASHRAE/ACCA 103 STANDARDS. TYP. TYPICAL -NEW POWER PANELS WITH DISTRIBUTION TO ALL MECHANICAL,POOL AND TBD TO BE DETERMINED - ELEVATOR EQUIPMENT,AND TO CONVENIENCE OUTLETS AND APPLIANCES. 12.SHUTOFF DAMPER CONTROLS-BOTH OUTDOOR AIR SUPPLY AND OAI OUTSIDE AIR INTAKE i EXHAUST DUCTS SHALL BE EQUIPPED WITH MOTORIZED DAMPERS THAT WILL VD VOLUME DAMPER LIGHTING SYSTEM SHUT WHEN THE SYSTEM OR SPACES USED ARE NOT IN USE WMS WIREMESH SCREEN -CONVENTIONAL LIGHTING SYSTEM.LIGHTING FIXTURES,SWITCHES AND COVER PLATE AS PER ARCHITECT'S SPECIFICATIONS.EXTERIOR AND 13.SERVICE WATER HEATING-SERVICE(DOMESTIC)WATER HEATING - - LANDSCAPE LIGHTING. - "- EQUIPMENT SHALL BE PROVIDED WITH CONTROLS TO ALLOW A SET POINT OF - GENERAL NOES 110 DEG F.AND 90 DEG F.FOR OTHER OCCUPANCIES. L SCOPE OF WORK; TELECOMMUNICATIONS SYSTEMS -TELEPHONE/DATA/INTERCOM SYSTEM WITH MAIN PANEL LOCATED IN 14,SERVICE WATER HEATING HEAT TRAPS-WATER HEATING EQUIPMENT NOT _ FURNISH AND INSTALL COMPLETE MECHANICAL/ELECTRICAL/PLUMBING SYSTEMS AS INDICATED ON THE PLANS AND MEP SCOPE OF BASEMENT AND(2)CAT 5 HOME RUNS TO TELEPHONE OUTLETS IN ALL SYSTEMS SUPPLIED H INTEGRALITH T TRAPS D SERVING LA SHALL BE PROVIDED HEAT TRAPS ON THE SUPPLY AND ON CIRCULATING WORK' ROOMS. DISCHARGE PIPING ASSOCIATED WHIT THE EQUIPMENT. 2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STATE CODE,LOCAL TIRE DEPARTMENT RULES AND PUMPS SHAL HAVE CONTROLS THAT MANAGE OPERATION OF THE PUMP AND ISSUE REGULATIONS,UTILITY COMPANY REQUIREMENTS,AND THE BEST TRADE PRACTICES. SECURITY SYSTEM LIMIT THE TEMPERATURE OF THE WATER ENTERING THE COLD WATER PIPING NO. DATE DESCRIPTION -3.BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF FULL HOUSE SECURITY SYSTEM TO 104 DEG F. 1. 0e10712017 PERMIT SET BUILDINGS,OBTAIN ALL REWIRED PERMITS,AND PAY ALL FEES REQUIRED BY THE GOVERNING LOCAL AGENCIES. 4.BEFORE SUBMITTING BIDS,G.C.AND ALL TRADE CONTRACTORS SHALL VISIT THE SITE TO EXAMINE EXISTING CONDITIONS,AND FAMILIARIZE THEMSELVES WITH THE SCOPE OF WORK.ANY DISCREPANCIES SHALL BE BROUGHT UP DURING THE BID PROCESS. ENERGY CODE COMPLIANCE STATEMENT: MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. -TO THE BEST MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGEMENT,THE PLANS AND SPECIFICATIONS FOR THIS 5.THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES,BUILDING PROJECT ARE IN COMPLIANCE WITH THE ENERGY CODE* TITLE MANAGEMENT OR BOARD OF DIRECTORS. _ 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED MECHANICAL COVER CONSTRUCTION AREA THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS.THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE �+ EXECUTION OF THE WORK. SHEET -POOL HOUSE 7.THE CONTRACTOR SHALL LAY OUT HIS OWN WORK,AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: PLUMBING,ELECTRICAL,ETC. 8.PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN ` �,1V THROUGH THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS,INSPECTIONS AND REQUIRED SIGN OFFS. G` N v E 9.ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN .<� A SEAL AND SIGNATURE DATE: 08/072017 THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS,INSPECTIONS AND REQUIRED SIGN OFFS. �� P�0 SCALE 10.THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,PREPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON <(/� h1 O -k THE DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Q ,y`a:_ \ DRAWING BY: LL r =1 CHECK BY: G.D, = DRAWING NO: s� 07092° T-100.00 Q p O\_ 01 OF. PROJECT N LAMM LAND NOW OR FORMERLY OF: POOL HEATER(SEE ASELTON ARCHITECT PLANS FOR TABOR LAND LLC EXACT LOCATION) POOL HOUSE '0 0"E 15 2.2 6' 10450RCHARD STREET N82'05 1 N 87'47'30"E ORIENT,NY 11957 (� 40.00 FE # N >(n i O.B'S NELL ARCHITECT- H CH LINK# FENCE EOIiP I 3FE 5 , `""" _-— -LPG--- •,-- � _ ELIZABETH ROBERTS >D E a,.s' 10 _ ARCHITECTURE&DESIGN z C� 1687TH STREET 3C BROOKLYN,NY 11215 718 504 5488 ------28.5' 2No FL I 2 STORY INGROUSlIMMINONC FRAME 3 3 , EXISTING FF 16.4' COPI POOL EL 17.7'- I GARAGE Ib Y STRUCTURAL ENGINEER SEPTIC TANK ----------- FF 18.7' S 15 MASONRY PATIO I I Lw I SILMAN 3 EL-16.5' I I I H I 32 OLD SUP,10TH DOOR I `-- NEW YORK,NY 10005 212 620 7970 EVIDENCE 2 STORY CF SEPTIC FRAME MASONRY PATIO BARN W I MECHANICAL ENGINEER STACKEDtO F 16.8' QJ 2 STACKED STONE D'ANTONIO CONSULTING Sf�PLAN IEGENDLEGEND SANITARY SYSTEM 4 0SEE SITE CIVIL PLANS FOR EXACT LOCATIONS& O ENGINEERS I SPEGFICATIONS r^ .1 O \ 1 30 WEST WAUKENA AVENUE LANDSCAPE UGHDNG J-BOX.PROVIDE DEDICATED CIRCUIT. �lJ J ^ / ——————————————————————————LPG——————_ OCEANSIDE,NY 11572 —i 0 RUN IN SCHEDULE 40 PVC PIPE.COORDINATE EXACT l2 a N Q 5165944284 (Job#1736) LOCATION OF ALL POWER AND LANDSCAPE LIGHTING S I w WEATHER PROOF JUNCTION BOXES WNH ARCHITECT. L. Z O OI L a 0 EXISTING EMERGENCY GENERATOR TO REMAIN - N 4 EXISTING PROPANE TANK TO BE REPLACED WITH NEW 1.000 SYSTEEXISTING SEPTIC 'b 0 GAL PROPANE TANK(SEE POOL HOUSE DRAWING P-300) L z Of Z 05 Of LLJ GAS LIQUID PROPANE GAS FEED MIN.3FT BELOW GRADE -LPG O J I Ll LLJ 11 © EXISTING POWER POLE ACROSS STREET O A" 0 OVERHEAD ELECTRICAL SERVICE FEEDER ------- O 08 METERING EQUIPMENT AS SPECIFlED BY UTUTY COMPANY Z I 2 1 \�it 'THIS PLAN IS APPROVED ONLY FOR WORK INDICATED i ON THE APPLICATION SPECIFICATION SHEET.ALL REGULATIONS. � � J OTHER MATTERS SHOWN AREENOTNOT TO BE RELIED 09 EXISTING SOLAR PANEL INSTALLATION Q a e walk -A M000 FE CNAIN LINK FE k UPON,AC TO BE CONSIDERED AS BEING APPROVED FlJ OR IN ACCORDANCE WITH APPLICABLE CODES.' 10 NEW GAS COCK VALVE PE BATE .J 2.1'1Y O 11 EXISTING GAS SHUT-OFF VALVE •rtzELu9` 1 STORY IRRI❑G.BOX* w FF 120.0' 0 m 0 EXISTING GAS SERVICE FROM STREET MAIN — —G- - W -u ---3---------- Q R ` 1© NEW OUTDOOR CONDENSING UNITS O O 1 2 STORY 15 CC) 0 FRAME HOUSE O FF 20.5 (/) N --17_3' 1ssuE O B Y5• 11 ' NO. DATE DESCRIPTION Z 1. OB1D72017 PERMITSET b P N - �P R� - III o l 3 7 TITLE CO = UTILITIES SITE PLAN 2 POOL HOUSE 13 IJ J CONCRETE SIDEWALK (, ROAD DRAIN O` NE W y� CONCRETE CURB ,7 1 A- PLO D TOn �- SEAL AND SIGNATURE DATE 081072017 Gq Q, iO SCALE:1132=1-0' ORCHARD STREET * O If DRAWING BY: 19 3.9 3' CHECK BY: G.D. S88'47'30 W a - 'F� DRAWING NO: 2��OaR0709 70 So�P� SU-100.00 020F09 FES PROJECT PLUMBING NOTES: PLUMBING WORK LEGEND _ 1)INSTALL HOT&COLD WATER SHUT-OFF VALVES WITH 22•W.DN. 22''W.DN _ - LAMM SINGLE LEVER BALL TYPE VALVES AT ALL MAJOR BRANCH 2'V.RISE 2'V.RISE LINES.G.C.TO PROVIDE MIN. 12'x12•A.D.SEE ARCH. A'H&CW J4•H&CW DWGS. SH m DN. 2)ALL PLUMBING FIXTURES SHALL CONFORM TO ALL 2•W.DN 2'V.DN. - A ELT LOCAL CODES GOVERNING SUCH FlXNRES. 2'V.DN 14'CW �-H&C POOL HOUSE 3)SEE RISER DIAGRAM FOR STACK CONNECTION DETAILS. 21 SYMMONS'LAUNDRY MATE 4)SEE ARCH-DWGS.FOR EXACT LOCATION OF ALL PLBG. 2•I.W.STANDPIPE 1045 ORCHARD STREET FIXTURES,FIXTURE TYPES AND FITTINGS. 2'W.ON,2•V.RISE ORIENT,NY 11957 Y4•H&CW W/VACUUM BREAKER, 5)FURNISH AND INSTALL•FLOODSTOP•FS3/4H-90 'FLOODSTOP•FS3/4H-90 AUTOMATIC AUTOMATIC WASHING MACHINE SHUT-OFF VALVE AND SHUT-OFF miEm W/3/4' ARCHITECT WATER SENSOR.RECESSED WALL MOUNTING KIT& MOTORZED BALL VALVES ON H&CIT - STAINLESS STEEL BRAIDED INLETS,RECESSED STEELYTBRADEODHOSESKB - .ELIZABETH ROBERTS HOSES. ARCHITECTURE&DESIGN 6)ALL HOT AND COLD WATER PIPING AT FIXTURES SHALL ' BE TERMINATED WITH WATER HAMMER ARRESTORS RISING - 16877H STREET 3C ABOVE FIXTURES. BROOKLYN,NY 11215 718 504 S488 tr /—n II i"R rr \ /' STRUCTURAL ENGINEER IL \/ II II \/ II ------ ----------- -- ---� SILMAN _ I � I I I� --= I ---------------------- I 32 OLD SLIP,LOTH FLOOR NEW YORK,NY 10005 212 620 7970 I I I I I I I I II II I I MECHANICAL ENGINEER D'ANTONIO CONSULTING ENGINEERS 30 WEST OCEANSIDE,NY 11572ENUE I I I I I I 1 5165944284 (Job M1736) SEE LEGENDUMBING FOR PIPINGK STORAGE EZZAMNE I I I CONNECTIONS REQUIRED I I I I I I \ I / LAONDRY - - FD WC a - �3 ------ / -- - - - -- -- I I I Ex ROOF NEW PRCH NEW REF 4V FROM BLW LAY J ntTE _I I �/ 4•W,TO l--- _ _ — \ - .=_AND UP THRU>--:. 'I}LIS PLAN IS APPROVED ONLY FOR WORK INDICATED 11 ,'"I I I I POOL ENTRY SEPTIC 515TQ4 SxR - I 1� I - ROOF ON THE APPLICATION SPECIFICATION SBE RELIED ALL THER MAS SHOWN ARE NOT TO L I I I \\ I I JQ I UPON,ORTO BE CONSIDERED AS BEING APPROVED -- L4V� OR IN ACCORDANCE WITH APPLICABLE CODES." 4V -ie I I I I\ 4 I I I I I I NEW pLLTDQQa ; uP WALL MTD GAS \ I FIRED DIRECT \ I VENT BOILER. I REC ROOM I/,/ I I REC RDOM I I I OPEN TO 18 OPEN TO BELOW Issu NO. DATE DESCRIPTION I I I I II II I 087072017 PERMIT SET L__ — — — — — — — J\ I //� I 1•CAS FEED FROM � - -I- - - - - - --J TITLE PROPANE TANK(SEE SU-100 FOR CONTINUATION) FIRST, SECOND FLOORS & ROOF 1 FIRST FLOOR PLUMBING PLAN 2 SECOND FLOOR PLUMBING PLAN 100 SCALE:1/4•-1--0- ,� SCALE:1/4'=1'-0' �1 ROOF PLUMBING PLAN PLUMBING.PLANS t00 SCALE:1/4'=1'-0• pr I yp� �P v\0 D r T p7 �P. 02 SEAL AND SIGNATURE DATE: 08/072017 i 0 *L1 SCALE:1/4'=1'-0' Y�C ✓ .�� r�, ' I FDRAWING G.D. 21P� O /' ' : 0. 1. 5' 10 �N %FESS\O0.00 03 OF 09 PROJECT LAMM �- 3/8'HANGER ROD Nllf 0.t mma iicr HANGER RODS a1A1 sauaulE BOILER:'BOSCH"GREENSTAR 151 FDR 1 1/4-lD 3 1/2'PPE USE 1/2'0 ROD� SAW �OR WRTE PPNG FIXTURTERE HW M WASTE VDrt NEMUNs WALL MO.ZWR42-3, 151,600 BTU -- ASELTON V. _PIPING• 4p. 5' - 7%�• d --- W. LTAD WATER PPNC YCLOS - I/2' 4' 2' SPECIf1ED - 6' 12' 7/8' d �__� Kw. HIM WATER PIPING �. � 1•-B' - - - - • 15' 1'd ---� KWA.NOT WATER RElU1N PPNG LAYADRY 1/2• ,n• 2' _' SPECIFIED Ea POOL H O U S E PIPE SPACER SLEEVE —C— G. GAS PPRA FOR 6'PIPE AND OVER SINK I/1' 1/2' 2• 2' SP OFIEED111EGT - _ S/W FASTING SOIL OR WASTE PIPING OF V. DMNG VDR PPNc 1045 RENT, Y 11 STREET FOR PIPES 1.3 SAUILER FOR PIPEa,1/4•lO 15' -————- - BAR0L9 ]/4' ]/4' 2' 2' SPEARED ORIENT,NV 11957 --- C. EALSTNG CIUI WATER PP1ID IN ARCHITECT 3•-3" BORER -- - - " COPPERRED FOR DIRECT CONTACT ---- Kw DUSTING HOT WATER PIPING kV�A�LVES DSICP7W/R1-90 AM SHUT-OFF NANGFRS ON COPPER TUBE OR CALCIUM SILICATE OR POLYUREOWNE —____ KWA DURNG MI R M fiPPM ` � ]/4' ]/t• 7• 2• RCT - - w/SFNSOfl 3/a'WOi0I' PAL BRASS FIFE ON LOWER HALF OF PPE —G_ G E1C57NC GAS PIPING - - - - NR a,WNN1E56 SIDL BREADEDARCHITECT1NNGD1ASABOVEGATE OR BALL YALVE O ". ,/Y 2' 2' SPEMED __ -- 3:'XdL7 FEED" SVAPOR HARRIER w ARCHITECT NYC APPROVED ISO ARC '� SHM METAL 12 TO 16 GAWE,MIN.4• WL ——D1acR—. COMBINATION FILL WOW 1ADNDRW WYE ELIZABETH ROBERTS - E<H SIDE OF HANGER. —�� nEavour - - VALVE & BACKFLOW Wa+■ -T�'� J. ERO FAOST PROOF HOSE E®R v..r.k],.-Fo-� ARCHITECTURE&DESIGN Y VIL vraNM FNFAAER PREVENITER xwNr hem CONNECTION(N.C.) _ - 168 7TH STREET 3C -EXISTING WOOD HOSE I D� BROOKLYN,NY 11215 CONSTRUCTION AD AREA GRAN 7' 7' SPILL TO INDIRECT Ian IN wau 71a50a saes 11 SCREW GALVANIZED RED BIDET - �/ suDaEss -- - - - - - IRON HANGER TO JOIST RT BATH" 3•-4' WASTE W/ 1" AIR _ D SEA GAP HOTWATER aL COLD DW DISHWASHER _ �QILEB _ "AMTROL" MO.ST-12 cr H'�H� _STm STRUCTURAL ENGINEER FIT FLOOR DRAIN EXPANSION TANK IW IPIOeLfWASTE SILMAN Ds ULVAIDRr - - -- •B&G• M0.4JB77-1"AIR SY88iE8 - SEPERATOR 32 OLD SLIP,IOTH10 FLOOR FEW ILW FD(T8RE 'I@✓ETICS' NEW YORK,NY 10005 2TQ'P-TRAP RD. RELOCATED 9 RFPIATID NNRE �q"DRAIN VALVE W/-- 1 -" 212 s207s7o RR REPLACED FULIIRS HOSE BIBB 1" bTdATORS WATER SENSOR RM REMOVE I (TIP OF Q 2•WASTE SKSP SHOWER 1"CW IN T - - CALVAVItm MECHANICAL ENGINEER V.O. vuVm OURLT 1"HW TO - CIRCULATOR Y4 WAIN�l 1)LE1NCTx OF DRAIN a FILL xosEs SCREW ANGLE NR ADa)CUM Rom FIXUTES CURD SHALL R SURIOENT TO ALTJM D'ANTONIO CONSULTING LHANGER IRON TO JOIST N NASNED / WASHER REMOVAL ENGINEERS We WAmN aOSEr IF 1"K 1/8"GALVANIZED IRON 30WESTWAUKE11 AVENUE 1572 HANGER (DUCT TO 60-WIDE) i RADIAN 55944284 a28a NY FLOOR #1736) 1 � 1 T 1 PIPE HANGING DETNI 2 PLUMBING SYMBOL UST & SCHEDULE 3 COMBINATION BOILER..&.DHW HEATER--INSTALLATION `_, cWA$HERcINSTALLATION,MAIL' NOT TO SCALE NOT TO SCALE NOT TO SCAIE NOT TD SCALE 'THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFlCATION SHEET.ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS BEING APPROVED 1 OR IN ACCORDANCE WITH APPLICABLE CODES.' ISSUE NO. DATE DESCRIPTION 1. Oa`072017 PERMIT SET TITLE PLUMBING NOTES & DETAILS NEW 0 D AIUI �\ coO2i * SEAL AND SIGNATURE DATE: 08/072017 Q> O _�•• ..d SCALE AS NOTED w DRAWING BY: CHECK BY: G.D. DRAWING NO: �OFESS� P-200.00 oa of os PROJECT LAMM 4"VTR CRASH POST— ASELTON ROOF 3'MIN. CONCRETE WHEN LOCATED IN VECINITY OF 3"TO 6"a POOL HOUSE VEHICHULAR TRAFFIC -- 1 1045 ORCHARD STREET ' ORIENT, 11957 I —I1;��1= ARCHITECT J I I-I la' -III-III- 12• 12" III- EARTH I-III-I I-III-I ELIZABETH ROBERTS 1 -III=III- TANK END 'I-lil= ARCHITECTURE&DESIGN —III—I III—� zI I U I Ii. .; II I I� 1 _ BR OK STREET 12 -III—III- }• II=1I I- 718504 48 NY 11215 . ; 7185045488 SACRIFUCIAL ANODE 1 (MAGNESIUM BAG) STRUCTURAL ENGINEER 1 INSTALL JUST BELOW -- I BOTTOM TANK TANK SIZE UNDERGROUND APPROX. EXCAVATION SILMAN I TANK DIMENSION DIMENSIONS I 1,000 GAL 16'B"X 3'4" 16'0"X 56' 32 OLD SLIP, 10 NEW YORK,NY 100005OR 1 212 620 7970 - 2ND FLR DETAIL OF UNDERGROUND PROPANE TANK - I NOT TO SCALE MECHANICAL ENGINEER 14" D'ANTONIO CONSULTING I LPG LOAD CALL ENGINEERS 30 WEST WAUKENA AVENUE BOILER B-2 (POOL HOUSE) 151,000 BTUH OCEANSIDE,NY 11572 1 5165944284 (JOO#1736) 1 POOL HEATER 400,000 BTUH 2" -----J-- ------2-- --------- 2" — — --- I I I I I TOTAL;- 551,000 BTUH 2ND FLR I I I I (5.8 GAL/HR) 12" 12" 2" 12" 12" I I I NEW I I I NEW HOUSE WALL LAV SK 1 I 2"I.W. NEW I NEW i w W NEW i wC i Fol i - SH GAS BOILER 'THIS PLAN IS APPROVED ONLY FOR WORK INDICATED - 3"FD 1ST FLR PRESSURE - ON THE APPLICATION SPECIFICATION SHEEL-ALL— REGULATOR --- - - OTHER MATTERS SHOWN ARE NOT TO BE RELIED &VENT LINE - UPON,OR TO BE CONSIDERED AS BEING APPROVED 4" 4" 2' GRQUND-------- -- 1ST FLR OR IN ACCORDANCE WITH APPLICABLE CODES." TO TO POOL HEATER 1" SEPTIC SYSTEM 1 " 1,000 GAL l 1 SANrrARY RISER DIAGRAM ISSUE NOT TD SCALE NO. DATE DESCRIPTION NEW 1,000 GALLON PROPANE TANK (TANK TO BE BURRIED AS PER 1. 08107rzo17 PERMIT SET LOCAL& STATE REGULATIONS.) I TITLE SANITARY RISER DIAGRAM 3 LP GAS RISER DIAGRAM NOT TO SCALE 'ANT A SEAL AND SIGNATURE DATE: 08/0712017 SCALE AS NOTED _ Li DRAWING BY: 11c' CHECK BY: G.D. Zs� 7Dg2J0 �c. DRAWING NO: O FESS\D�P� P-300.00 OS OF 09 PROJECT LAMM ASELTON FIRST FLOOR HYDRONIC RADIANT FLOOR SYSTEM 'UPCNOR MFR."A5 _ - - POOL HOUSE FLOOR MAMFCLD GPM/ ZONES ROOM(S) AREA COUNG HEAT LOSS SUBFLDOR FLOOR BTUH/SF -HWS GPM TEMPERATURE CONTROL REMARKS 10450RCHARD STREET MANIFOLD (S.F.) HGT(FT) BTUH TYPE TYPE DEC F SETTING RFZ-1-1 UNKNOWN WEST FACE 302 8'-D' SEE NOTE BLW MUDSEf TILE - 110 3.02 -ROOM SET POINT 70- LOCAL - ORIENT,NY 11957 110 0.55 ROOM SET POINT 70' LOCAL FIRST RFZ-1-2 POWDER RM 55 8'-0' SEE NOTE BUY MUOSEf TILE - - FLOOR RFM-1-1 7.11 RECREATION RM - RFZ-1-3 2B5 8'-0' SEE NOTE BLW MUDSf:T TILE 110 2.85 ROOM SET POINT 70' LOCAL ARCHITECT RFZ-1-4 WET BAR,POOL ENTRY 69 8'-D' SEE NOTE BLW MUDSET TILE - 110 0.69 ROOM SET POINT 70' LOCAL ELIZABETH ROBERTS NOTE:•SUBMIT HEAT LOSS CALCULATIONS FROM'UPDNDR' .- ARCHITECTURE 8c DESIGN 168 7TH STREET 3C BROOKLYN,NY 11215 WAC WAC 718 504 S488 1 2 O6 06 WAC 3 STRUCTURAL ENGINEER 018 SILMAN -- - - - — - -- 32 OLD SLIP,LOTH FLOOR -- ---- - NBW YORK,NY 10005 RFZ-1-1 WALL MOUNTED - RADIANT DUCTLESS AC UNIT. FLOOR ZONE SEE DETAILS(TYP.) (302 S.F.) ' MECHANICAL ENGINEER LOOP LOOP D'ANTONIO CONSULTING (141 S.F.) (141 S.F.) ENGINEERS 30 WEST WAUKENA AVENUE REMOTE CONCEALED THERMOSTAT BANK GCEANSIDE,MY 11572 5165944284 (Job#1736) DISK SENSOR ON WALL COORDINATE EXACT &FLOOR SENSOR AT LOCATION W/ARCH. SAME LOCATION(TYP.) STORAGE WAC 1&2 RFM 1 1 _ NEIIANINE r T RADIANT FLOOR MANIFOLD UNDRY 6'AFF W/2424 A.D. RFZ-1-2 D HWS&R LOOP FROM FLOOR ZONE T 0° BOILER,SEE RISER _ DGM.FOR SIZES(TYP.)RAD — (55 S.F.) DR ROOM LOOP LOOP (W SF.) (/7 SF.) i T fSHRL 1YEf � 4 R f� T �L ENTRY FLOORADR ZONE 'PHIS PLAN IS APPROVED ONLY FOR WORK INDICATED l T l T SHEET.ALL (69 S.F.) --_^___,_ T WAC-3 OTHEREMATTERS SHOWN ARE NOTON APPLICATIONO TO BE RELIED UPON,OR TO BE CONSIDERED AS BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.' DP T i WALL MID.GAS FIRED DIRECT VENT COMBINATION HEATING AND DOMESTIC HOT WATER BOILER(SEE PIPING DGM.& HORIZONTAL COMBINED DETAILS) DIRECT VENT TERMINATION& BOILER INSTALLATION SHALL COMPLY WITH'RESIDENTIAL COMBUSRDN AIR INTAKE. CODE OF NYS--CHAPTER 24 FUEL GAS. 5'0 CONCENTRIC MFR.APPROVED - WORKING CLEARANCES NOTE: (� COMBINED DIRECT VENT AND SEE MFR'S LISTED CLEARANCE REQUIREMENT. REC ROOM COMBUSTION AIR INTAKE - - +[ 0 OPT To As VE REC RDOM FZ 1 32f OPEN TO BELOW RADIANT LOOP IssuE FLOOR ZONE (133 S.F.) NO. DATE DESCRIPTION (285 S.F.) 1. 981072017 PERMIT SET IJ TITLE MWAG FIRST & SECOND FLOOR 024 MECHANICAL PLANS 2 SECOND FLOOR MECHANICAL PLAN \MjDOl SCALE 1/4'=1'-0' 0 y O p'AN Q SEAL AND SIGNATURE DATE: 08/072017 FIRST FLOOR MECHANICAL PLAN 100 SCALE:1/4' 7 SCALE:IW=I' I I DRAWING BY: y CHECK BY' G.D. DRAWING NO: M-1 00.00 0. 1' s' 10 A4pFESS�� 06OFo9 PROJECT LAMM 3"MIN. 3"MIN. 3/4" 1/2'CLEAR ASELTON '''Q���''' Length DEPTH POOL HOUSE WALL MOUNTED AC UNIT MIN. 4" - --- ..- SECURE TO BLDG.BEAM AIR COOLED _ OR MISCELLANEOUS STEEL 10450RCHARD STREET CONDENSWO UNIT ORIENT,NY 11957 WALL CHANNEL WELDED TO BEAM Height MOUNTED BOTTOM OF RETURN GRILLE AC UNIT VIBRATION VIBRATION ISOLATION _ Height ISOLATING PADS ARCHITECT APRO%.2'CLEAR OF BOTTOM OF MOTOR - MASON"ON HS'SEE SPECS. UNIT "KINERCS'MO.RSP /// AVENUE _ _ _ _ _ _ PRESSURE fi"CONCRETE SLAB(F.S.O.) cnucE ELIZABETH ROBERTS ; 6• --_" ARCHITECTURE&DESIGN 17= /MINI 4" :' :•:.:;.:r'i:. ___ ____ _ 1� REAR YARD GRACE BROOK STREET3C - SUPPLY DISCHARGE FRONT VIEW I - I 78500K4LSYN88NY 1121$ — MAINTAIN GRILLE DETAIL OF CONDENSING UNIT CLEAR OF THIS SIDE - - ECCENCETRIC_REDUCER AREA. MOUNTING ON CONCRETE _ UNION VIEW SLAB- STRAINER W/BLOW-OFF VALVE STRUCTURAL ENGINEER - SPACE REQUIREMENT FOR (NOT TOS&U) WALL MOUNTED DUCTLESS AC UNITS - s"�0�Y�� SILMAN SCALE: 1/4'=1'-O" CHECK VALVE- 320LDSUP,lOTHF000R- PLUG VALVENEW YORK,NY 10005 —- 212 620 7970 INLINE PUMP DETAIL (NOT TO SCALE) MECHANICAL ENGINEER D'ANTONIO CONSULTING BOILER VENT AND 3RD FLOOR 2 3 4 ENGINEERS LZ C.AI COMBINATION PLATE.TERMINATE AS 3¢'HEPEX WALL STUD PER BOILER MFR'S -� WIRSBO TUBIN46' 4'CONCRETE SLAB AIR VENT 3o WEST w4 (Job 1736) RECOMMENDATIONS. �— 2K HEADER OCEANSIDE,NY 11572 5165944284 (Job M7736) 1 5 s•- MIN.4'RIGID FLOW METER,TYP - ®CONDENSATE DRAIN 2•DEPTH ° INSULATION TEMPERATURE GAGE -- 4BAY ASSEMBLY, SPILL •O A STUD DAY SUPPLY MANIFOLD - INTO FUR.DR. :STU B � SHUTOFF VALVE _ . BOILER VENTING COMPONENTS 7 O.C. ACTUATOR VALVE,SEE TRIMMER,RIP DOWN)¢'TO -- •CENTROTHERM'-INNOFLUE OR APPROVED EQUAL. DESIGN SUMMARY FOR ACCOMMODATE PLYWOOD - -- - --- ZONED LOOPS .24" - DESCRIPTION MODEL @ BAG GAS FIRED HOT RADIANT FLOOR-IN CONCRETE SLAB MOUNTING-DETAIL— - - - WATER HEATER O CONCENTRIC WALL TERMINATION ICWT W/DIRECT VENT (NOT TO SCALE) RETURN MANIFOLD SUPPLY AND RETURN PEX O CONCENTRIC VENT LENGTH ICVL OR COPPER TUBING COMPRESSION FITTING "THIS'PLAN IS APPROVED ONLY FOR WORK INDICATED O3 CONCENTRIC DRAIN TEE ICHD 2ND FLOOR HOSE BIB 1/2'PE%-AL-AL TUBING ON THE PPPLICATION SPECIFICATION SHEET.ALL OTHER MATTERS SHOWN ARE NOT TO BE REUED ® CONCENTRIC ELBOW ICEL - - SILL PLATE BLOCKING UPON,OR TO BE CONSIDERED AS SONG APPROVED OS TWIN PIPE TO CONCENTRIC ADAPTER ICTC HOT WATER BOILER DIRECT - _ - - - " OR IN ACCORDANCE WITH APPLICABLE CODES." © AIR INTAKE PVC - VENTING DETAIL - WARMBOARD SUBFLOOR - - -- - Q7 INNOFLUE ISVL (NOT TO SCALE) INSULATED(MIN R-4)SUPPLY AND RETURN PIPING TO © LONG JOHN SIPHON TAUS MANIFOLD "A" WALL GOODS(DRYWALL,ETC.) APPROVED TYPE COMBINATION FILL VALVE 2X6 WALL STUD OR FUR OUT 2X4 &BACKFLOW PREVENIER WALL(MIN 5-Ye"WALL CAVITY REQ.) MANIFOLD BRACKET,SECURE TO Y4'DRAIN UNE SPILL TO PLYWOOD BACKING INDIRECT WASTE W/1' ACCESS PANEL PER ARCHITECT ISSUE "DRAIN VALVE AIR GAP 14-Y2" 8-Yz HOSE BIBS BOILER 'AMTROL"MO.ST-12 )4'PLYWOOD BACKING FRAMING DIMENSIONS . DATE DESCRIPTION EXPANSION TANK O FOR MANIFOLD BOX 1 Oa/D7rzo17 PERMIT SET 'B&G'MO.4J317-1'AIR SILL PLATE SEPERATOR LOOPS W X H 4-3'is 2 14'X24"CLEAR 1• 3 16'X24"CLEAR Li ql - WARMBOARD PANEL 1' 4 18"%24'CLEAR 1"CW IN J = TITLE 1 HW TO �CIRCUTATOR �;• MECHANICAL DETAILS FIXUTTS SIDE NEW MULTI ZONE MANIFOLD INSTALLATION— RADIANT actuators actuators required 1 (NOT TO SCALE) G-\\\ 0 D✓ TO EALANDSIGNATURE DATE 08/07/2017 c2�C lT' SCALE:AS NOTED I' W r COMBINATION BOILER AND DOMESTIC HOT WATER BOILER PIPING DETAIL - �,;,;' � LIJ DRAWING BY:M.K.1� NOT TO SCALE CHECK BY: G.D. g OA 2O DRAWING NO:%FES� M-200.00 07 OF 09 PROJECT LAMM ASELTON POOL HOUSE 1045 ORCHARD STREET ORIENT,NY 11957 WAC-3 (18,000) ARCHITECT ELIZABETH ROBERTS QAC ARCHITECTURE&DESIGN ' 168 7TH STREET 3C- C,ONTROLS COMPONENT EGEND: BROOKLYN,NY 11215 718 504 6488 SYMBOL DESCRIPTION 18-2 NCN-SHIELDED T 'SAVANT'AC&HTG THERMOSTAT SST-Wico BOILER OUTDOOR I �(TYP.FOR EACH ZONE) T STRUCTURAL ENGINEER SENSOR ZONE DAMPER CONTROLLER SST-1V100 .9 'TACO'HTG COIL ZONE VALVE Z075C2-1 SILMAN 2ND FLR. I ZR 'TACO'6 ZONE PANEL SR506-4 32 OLD SLIP,LOTH FLOOR 18-2 NON-SHIELDED NEW20797NY10005 0 'MTSUBISHI-CENTRAL CONR(OLER TC-24B 212s2o7s7o L——————————————————— cc —I AV AV SYSTEM SMART HOME INTERFACE(TBD) MECHANICAL ENGINEER WA I PAC 'MITSUBISHI'UNIT MM INTERFACE. PAC- D'ANTONIO CONSULTING (Maa) I ALLOWS DIRECT 1ST-STAGE CONTROL US444CN- ENGINEERS OF HOT WATER HEATING COIL FROM 1 I 3RD PARTY CONTROLLER. WAC-i —MAC-2 30 WEST WAUKENA AVENUE OCEANSIDE,NY 11572 5165944284 (Job N1736) ~ I SYMBOL LIST AND ABBREVIATION ( ACC-1 CONDENSING UNIT AC-1-1 AC UNIT QAC QAC ® ® I QAC 0-1 BOILER BP 1�j I P-1 MG HOT-WATER PUMP - BOI&1R I L_ ACC-1 1ST FUR. GRADE ZONE CONTROLLER BY PLUMBER 'IRIS PLAN APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION CATION SPECIFICATION SHEEP.ALL (TYP) _ OTHER MATTERS SHOWN ARE NOT TO BE RELIED DAISY CHAIN LINK CONTROLS DIAGRAM --_ UPON,OR TO BE CONSIDERED AS BEING APPROVED PER MITSUBISHI (NOT TO SCALE) BOILER CONTROL OR IN ACCORDANCE WITH PPPUCABLE CODES.' BOARD SPECS. ROOF WAC-3 —MAC-4 3/ek5/' RADIANTRENRI - SUPPLY HEATING UANIFOLD MANIFOLD 3/8k5/8. LOOP REFRIGERANT -_- LIQUID/CAS ONES - 3/Bk3/4° 2ND.FLOOR _ - ISSUE WAC-I DESCRIPTION DATE WAC•2 NO. (6,000) 3/8 - -- -- OB107/2017 PERMIT SET k5/ 3/8.0/4- _.._..-_ P.HOT WATER SUPPLY&RETURN PIPING RADW1f LOOP 1ST.FLOOR CotauroR MODULATING \ unclNc vALVE `PLOW CONTROL TITLE VALVE MECHANICALCONTROLS AND PIPING DIAGRAMS CEDAR TYPICAL RADIANT HEAT LOOP C- F NEfn REFRIGERANT ACC— PIPING DIAGRAM (NTT TO 5� - '�.�O �O (NOT TO SCALE) SEALANT SIGNATURE DATE: oelo7aon RADW1f FLOOR HEATING CONTROL SEQUENCE: /�` �0 TO /r RADIANT FLOOR MANIFOLD ZONE VALVE AND ROW CONTROL VALVE ARE 2j SCALE:AS NOTED NORMALLY CLOSED.uPON A CALL FOR HEAT FROM THE LOCAL REMOTE - CONTROL THERMOSTAT. ZONE OPEN PUMP WILL START,ZONE VALVE AND FLOW VALVEf— L/ DRAWING BY:M.K. / CHECK BY: G.D. DRAWING NO: AROFESS\ONp� IN.OF os PROJECT WALL MOUNTED AIR CONDITIONING UNITS SCHEDULE : _ .'MBSUBISHI CITY MULTI As sm I`;''-1 - LAMA UNIT TAG SERVING MAKE MODEL NO: FLOW BTU OUTPUT COOLING MOCP VOLTAGE WEIGHT (DEER MIN REFRIGERANT FILTER REMARKS ASELTON (CFM) COOUNG HEATING (kW) (A) (V) MG` LBS DESCRIPTION ESIGN) (COD) REFRIGERANT PIPE SIZES WAC-1 MITSUBISHI MITSUBISHI PKFY-P06NBMU-E 170-210 6.000 6,700 0.03 15 208/1/60 0.19 22.0 WALL Mm 14.2 9.5 R-41QA 1/4•0/2• POOL HOUSE DX FAN COIL NOTES 1-ALL UNITS SHALL HAVE BUILT-IN - 1045 ORCHARD STREET WAC-2 MITSUBISHI MITSUBISHI PKFY-P06NBMU-E 170-210 6,000 6,700 0.03 15 208/i/60 0.19 22.0 WALL MTD 14.2 9.5 R-410A 1/4•x1/2° HONEYCOMB 2-ALL UNITS SHALL HAVE RETURN AIR PUMP - ORIENT,NY 11957 TEMPERATURE SENSORDOOR: 3-COOLING NOMINAL CONDIDONS WAC-3 MITSUBISHI MITSUBISHI PKFY-P18NHMU-E2 320-425 18,000 20,000 0.03 15 208/1/60 0.38 29.0 WALL Mm 14.2 9.5 R-410A 1/4-0/2- HONEYCOMB gg CB.INDOOR:67F DB °NT0°°R - ARCHITECT 4-HEATING NOMINAL CONDITIONS .- - ELIZABETH ROBERTS OUTDOOR:47F OB,43'F W'8 IVAC-4 MITSUBISHI MITSUBISHI PKFY-P24NHMU-E2 570-920 24,000 27,000 0.07 15 208/1/60 0.63 46.0 WALL MITI) 14.2 9.5 R-410A 3/8•x5/8• HONEYCOMB IN ACLLED -3ISO RTICALY NIT AN - ARCHITECTURE&DESIGN -- - --- - -- ----- "--" 1687TH STREET 3C BROOKLYN,NY 11215 -� 718 504 5488 STRUCTURAL ENGINEER SILMAN 32 OLD SLIP,LOTH FLOOR NEW YORK.NY 10005 AIR COOLED CONDENSING UNIT "MITSUBISHI•AS STO _ 212 620 7970 IN-LLN�_P_UMP SCHEDULE - ---- - - - - - - -- °B k G°PS STD UNIT COOLING HEATING SOUND ELECTRICAL DATA NET REFRIGERANT PIPE SIZES _ _ _ - - ----- ------- - -- - - TAG LOCATION MODEL NUMBER SERVING BTUH BTUH LEVEL SEER VOLTAGE MCA- MAXIMUM WEIGHT REFRIGERANT LIQUID GAS MEA# REMARKS dB FUSE AMPS LB TYPE UNIT NO MODEL NO GPM FT-HD TEMP ELECTRIC DATA SERVES MECHANICAL ENGINEER --------" ----------------- ------— ACCU-1 GROUND LEVEL PUMY-60NKMU WAC-1,2,3,4 60.000 66.000 58 16.7 208V/1/60 25 40A 313 R410A 3/B- 3/4" 122-06—E - " D'ANTONIO-CONSULTING P-1 PL-36-1-1I4° 10.0 15 110 _ .120V/1PH, 1/6 HP RADIANT HEAT ENGINEERS _ 30 WEST WAUKENA AVENUEOCEAN - BP-1 AS RECOMMENDED BY BOILER MANUFACTURER BOILER CIRCULATOR PUMP 516594 284DE,NY11572 - 5165944284 (JOD#1736) I--ECOOLNG NOMINAL CONDITIONS INDOOR 80-F DB,67F WB.OUTDOOR:95-F OR NOT 2-HEATING NOMINAL CONDITIONS INDOOR 70'F DBt OUTDOOR:47F DB,4SF WE - CONTRACTOR TO REVIEW ALL GPM$SYSTEM PRESSURE LOSSES IN FIELD - - 3-6 YEAS COMPRESSOR WARRANTY AND VFD CONTROLLED OUTDOOR MOTOR FAN TOILET EXHAUST FAN SCHEDULES _ UNIT NO TYPE SERVING MAKE MODEL/SIZE DRIVE RPM SP CFM VOLTAGE/PH WATTS GRILLE----—WEIGHT- - REMARKS --- - - - SIZE (LBS) CEILING POWDER ROOM 115 PANASON[? IC FV-11V03 DIRECT 1080 0.25• 90 120V/I 27 11-13/16°SQ. 11.0 TX-1-1 CABIN TX-2-1 CCEILING ABINET MASTER BATH 211 PANASONIC FV-i1VQ3 DIRECT 1080 0.25° 90 120VII 27 11-13/16°SQ. 11.0 'THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET.ALL NO7E5 OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS BEING APPROVED 1-PROVIDE BACK DRAFT DAMPER. OR IN ACCORDANCE WITH APPLICABLE CODES.' 2-PROVIDE ANGLE MOUNTING BRACKETS 3-PROVIDE WALL SWITCH GAS FIRED COMBINATION .HOT WATER BOILER/DOMESTIC HOT WATER HEATER SCHEDULE BOILER BOILER DOE NO: MANUFACTURER SERIES LOCATION MODEL NO MAX. INPUT MIN. INPUT DOE WATER INTAKE VENT/ SEASONAL SHIPPING MEA NO: GAS PRESSURE REMARKS BTUH BTUH/HR HTG/CAP BTUH CONTENT(GAL) SIZE EFFICIENCY WEIGHT MIN. W.C. B-1 BOSCH ;SEENSTAR MECHANICAL ZWR42-3 151.600 36,000 134.400 0.952 3"0 94.3 % 103.6 357-02—E 3.5" CLOSET ISSUE NO. DATE DESCRIPTION 1. 08/D72017 PERMITSET BOILER SHALL INCLUDE ALL STANDARD FACTORY PACKAGE CONTENTS TITLE MECHANICAL EQUIPMENT SCHEDULES �ovvy �Q��PNo NTOO� SEAL AND SIGNATURE DATE 0 0/0 72 01 7 .* Q SCALE AS NOTED LL DRAWING BY:M.K. CHECK BY: G.D. I DRAWING NO: C)�O � 0920 M-300.00 09 OF 09