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HomeMy WebLinkAbout39241-Z '�,a �UEFot, cOG; Town of Southold 12/31/2015 y.) P.O.Box 1179 V' 53095 Main Rd -.,_44 vbsv f'� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 3,8012 Date: 12/31/2015 THIS CERTIFIES that the building COMMERCIAL ADDITION Location of Property: 3450 Depot Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 96.-5-12.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/1/2014 pursuant to which Building Permit No. 39241 dated 10/3/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: commercial exterior elevator addition to an existing church as applied for. The certificate is issued to Our Lady of Ostrabrama RC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. , 24l 2/28/2014 PLUMBERS CERTIFICATION DATED 7/l.� /aik5A., Authorized Signature TOWN OF SOUTHOLD � t% BUILDING DEPARTMENT TOWN CLERK'S OFFICE o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39241 Date: 10/3/2014 Permission is hereby granted to: Our Lady of Ostrabrama RC Attn: Michael V Flanagan Esq 50 N Park Ave Rockville Centre, NY 115719023 To: construct a Commercial Addition to include an elevator as applied for At premises located at: 3450 Depot Ln, Cutchogue SCTM # 473889 Sec/Block/Lot# 96.-5-12.2 Pursuant to application dated 8/1/2014 and approved by the Building Inspector. To expire on 4/3/2016. Fees: COMMERCIAL ADDITION/ALTERATION $250.00 CO -COMMERCIAL $50.00 Total: $300.00 / Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 • APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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 /ate. New Construction: Old or Pre-existing Building:g (check one) Location of Property: 3 ,p o p -. f 0-4 C. ,'-- . C,1 C i-i o u q . 119 I .s' House No. Street I Hamlet Owner or Owners of Property: 1? -- C _ C ,rJ,. d v 2 LA Z O S I/VI.f'21.4u44— Suffolk County Tax Map No 1000, Section / Lo Block _ S Lot 12„ 2-- Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 5740.. 7 7 q - .3-1 al o k n , LE L. •�' •licant Signature •s'A•4c SOU ' ,, Town Hall Annex ►► '`® 9 l® Telephone(631)765-1802 54375 Main Road i All 4111 ; Fax(631)765-9502 P.O.Box 1179 lk `" � �► Southold,NY 11971-0959 1 -O;' r roger.richert@town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Our Lady of Ostrabrama RC Address: 3450 Depot Lane City: Cutchogue St: New York Zip: 11935 Building Permit#: 39241 Section: 96 Block: 5 Lot: 12.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Bayman Electric Inc. License No: 4692-E SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures 2 CO Detectors Sub Panel 50A A/C Blower Range Recpt Fluorescent Fixture 1 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment: Supply Power to Elevator, 2- 30A Circuits, 1- Exit/Emergency Fixture. Notes: Inspector Signature: i Date: December 28, 2015 Electrical 81 Compliance Form.xls i * *' , c9c(( ______.....„,, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' - ' . [ ] FOUNDATION 1ST [ ] ROUGH' PLUMBING - [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) " ELECTRICAL (FINAL) [ ] CODE VIOLATION f [ ] CAULKING REMARKS: ‘;40-e--- z - ® K- DATE / Z/1-11// INSPECTORS -'110im 1 ,ho1,0F SOUT49% ` rR '---elCOUfYfV*71" 21L/G6W4� TOWN OF SOUTHOLD BUILDING. DEPT. 765-1802 INSPECTION [ ] FOUNDATION. 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY ] IRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] ULKING REM RISS: i !,, An r • % B9% I` epi 0.4 04 ec) . kdo, DATE INSPECTOR { GRAM MAS CONSULTANTS ARCHITCTU R E $ ENGINEERING December 18, 2015 Department of Buildings Town of Southhold 53095 Route 25 P.O. Box 1179 Southhold,NY 11971 Re: Our Lady of Ostrabama Roman Catholic Church 3000 Depot Lane Cutchogue,NY 11935 Building Permit#39241 Our Ref# 1375 To Whom It May Concern: This letter is to inform you that we, as the Architects and Engineers of record for the above referenced project, confirm the completion of the project as per the final construction documents dated 8-18-15. Work has been installed as per the prepared construction documents and conforms to all codes,rules and regulations of the State of New York. We trust this letter provides you with the information you require. Should you have any questions,please feel free to contact our office. Yours Truly a0fIssioiN w / it iLA 1 et';, t /l / - - 4 John A F= 11` ` I 3 IP Ate. vso, �,. Op1.H£ ST01- 208 Route 109, Suite 208 Farmingdale, N.Y. 11735 Telephone: (631) 393-6805 Fax: (631) 393-6808 E-Mail: NCDC@AOL.COM 4ayELEVATOR & Department of Buildings TOWN OF SOUTHOLD 53095 Route 25 P.O. Box 1179 ' Southold, NY 11971 Re: Our Lady of Ostrabama • 3450 Depot Lane Cutchogue, NY 11935 To Whom It May Concern: This letter of professional certification verifies the installation of a Savaria Orion LULA elevator at 3450 Depot Lane, Cutchogue, NY 11935. Permit #39241 has been installed by Day Accessibility (Day Elevator & Lift) as per plans and in accordance with building code. o__„?______ a__La<._ Cassandra Campbell Project Manager Day Elevator & Lift Inc. Gerard P. Lundquist. PE. 60371.1 25 Hathaway Drive Garden City, NY 115 0 0 516-328-3515 i , .�E NEIR� y`# ,'' ®P. LL/,v, 4f Seal: ,� Pg, °p `"3 „° i �'�.O6x371.1 �9 50 Hempstead Gardens Drive, West Hempstead, NY 11552 "~' T: 516.486.LIFT F: 516.489.0106 E: sales@dayelevator.com \, of SOU45; 3V8' � *; (f G �o t TOWN OF -SOUTHOLD BUILDING DEPT. 765-1802 AN-SPECTION . - [ 1.i'IOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL " [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAN O [ CAULKING REMARKS: v- D DATE 496/21/- INSPECTOR / ,rte yo: 'w *1, courn0 "ii TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ' INSPECTION [ FelUNDATION 1ST ROUGH PLUMBING [ vrFOUNDATION -2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: /5-1&z4„.4-/e7--. -®� �- --� t2 a ` . f 06/2:C/S-- 21-‘ . L'✓ DATEINSPECTOR � -� r 3 72,_ c( / t---- o,r SOU/4-_,, i* ,f TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU ATION 1ST [ ] ROUGH PLUMBING [ ] UNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING ff �P REMARKS: 'j® r ,C-0-.4‹,i2 - . A.ts-k_c_rs l'a L._ € e _ L., fitgi itije--Apitk• .,,,,_ K s I. ,c* CA,•%)ccf. A " N FA,4.frvij.- Ot 1 ....? 03/1"-) 42 itA 0 i --- 4 ' 1 //7 ,...9, DATE a ® is INSPECTOR , , : 3 „,,; FS04olo`` 2 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY VJNIIFIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RE i RKS: - 1"-%mo , -� 01/ 0,4" - stl ''%1:' ! ISG-- ‘F- VC A ° ' e IP A "44\16 eacri ) 1 cedon a&d) (,‘( /` Ace_ -gWL- IDS 1g 4 DATE 812— ‘"-- INSPECTOR � - ,ho,�OF SOUrylo,` 3924) -Z'YcOUMY,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] E RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION • [ ] CAULKING ,- REMARKS: ck k- AcE5S 73o41) V11111 „As; e, rkt, iczr ' 111) 'OA -117 l lk y lick ," , ;A Ol►SiO CAM r_ iS - 1 DATE g` 13--1 ! INSPECTOR I / 1 ,ho��OF SOUTyolo\, '''''''''''' t„,:k ,,,,,,,. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU DATION 1ST [ ] UGH PLUMBING [ ] F UNDATION 2ND [ INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: a � / / • i' °ft- &/-741-.& -72) DATE INSPECTOR 4 • ✓ ;; ' f / �*Of so0y6e. \1\) (C 1 TOWN OF SOUTHOLD BUILDING' DEPT. - 765-1802 NSPECTI9N [zip4SPEC7-N ION 1ST LUMBING [ NDATION 2ND ION [ MING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 14/1 DATE INSPECTORAt_47 FIELD INSPECTION REPORT I DATE COMMENTS , ' • • 02a...". , -2.f. /s";-' 7•,•11e r'-- ' - • • 6,--77-6,.. i - ,..L ... .,..,_,.• .,--4,z4,-e1,-....., ....,Leg .V��Fi V 1 FOUNDATION(1sT) oV ,F/s.:L. „a - - ..,.''''__ -7.c9,4-",- 07-- :R/r.,..„..,...Z...77e,_, cy<.....z. 4, • FOUNDATION(2ND) - • :. ' . . ,t6/0'ile ',4e)' � � cam ' a � '� ' vl1 . ,ii-A/- 1 c ,f,,/ ,_ elf aytkit.Lierte . .3 . . VI • ROUGH FRAMING& C' ( H PLUMBING / i J Jam- ' ' I - , . ' / 4' '17-t-'2111/4— , . • .. 3-- OIL- "441-4-e:- 6,,,-0 11-1-49'e-/6 - -Cit` . , f = . & A _ ,t .9 .. /INSULATION PERN.'i'. 9 �l ) a) `'j STATE ENERGY CODE /a /cr. j �j �-'/ �-��t� • . idyn ..,,I/7 • �� ,tec c�.�-�- 177) i/-77 . ,.,. 1_144.14f-77/A) • _ ... : • ; r 0 • FINAL r6 »... ADDXTIONAL'COMMENTS '- �- J\ c - • •g- J i2—lC — til cCcA-�A (7)-, ()Lou 3r e) 1 se e T S . 1-f-b "7 ° (.1(.1- Y '13- )-- S--Lef anr-j_ 0 v-ckl-A-- iec-- /4 - ic / i -4.„( f I/Lope__ OIIL • .. .. . acP-orol--tir_125 . ,- r.(ce.4,4 s subvii(../.&1, , . / _,... n , 1. a.-- z?-Is- --he-fer-t,-_treis-Pi)cs-Y\ 4 -K-1A-i-- k---. -.-. e i ' A-Lectr-OAA'"- --4--r-DSC4177:171 6'-'1 *5- Ok-i • ?..i. 0-0. A-17,r-_--4 ------ g • m d 1 J TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 39,2r/ Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined /O/3 ,20/d{ Single&Separate / Storm-Water Assessment Form Contact: Approved 0/72,20 � Mail to: Disapproved a/c Phone: Expiration y/3 ,20/4 Building Inspector APPLICATION FOR BUILDING PERMIT Date t'7, 2? , 20 /C- 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. R C cirugcg ep cove L/j Y ��UJTl2�c3.P/lG�i,� (Signature of applicant or name,if a corporation) Pr i Z.iv vicwoaciE Yb, (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Q ,yE Name of owner of premises p. of Ua/Z z4.4 v i ari-RiAl9 J ere4 (As on the tax roll or latest deed) If applicant is a corporation, signature of / dul authorized officer (� Rev, S r6llYtS OFA/ A'//DOWfk! du, c o R Qpd, bac -mac -- itic9 e7Gc,,_J a > (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: c70p �aT �llg (J—Crc7 a t16 House Number Street Hamlet County Tax Map No. 1000 Section CRe Block 5 Lot ( 2. Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ttaasLve_6th ._ Ctzip A-5 n,s�er ais b. Intended use and occupancy yosar o kg..c3e. si p- 6 1w7 A-3 - SS I�t_Y 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 Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 4=3Rear 12.1-74 Depth q Lc" Height Number of Stories I 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated k-G - Actruciwrv►z c &Mercil®.-cLc &L Si-uca 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 g,C,Cfev2CH evie ram,00 3,6-Poi,4N' 14.Names of Owner of premises'4DX Di'a.)T?4B/t ldress •Cv7-C'/fc.of(/l Phone No.(v'5/ ?3'? 644.6 Name of Architect 605,1,414As ecaSr9t7--44s.Lxvs Addresstej$ ?Jt r �` Phone No(v't•31'5--tob0'6 Name of Contractor Address'`°""1" `4 t4 cPhone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO / * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF50-F lk ) RF 17.° sr!3/w.f c.M (4/ '!it/,e//r�4X''/ being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the CCA 2,POQd1,F 2/ ,C/ /$,/ (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. SHARC 1 A 1OEHLEf1 Notary Public,State of Now York Sworn to before me this _ Qualified in bounty day of Q- 20 /' No.01K0487255. - �ot� Commission Oct. •1 Notary Public Signature of Applicant z / TOWN OF SOUTHOLD PROPERTY CORD CARD J1 _'"'' ' J i1 J b -='\111. -S-- /7, 2 / J " OWNER STREET 2 4 sr; • V]LLAGE DIST.I SUB. LOT C. C. ' ,T',:I{ 0 P OUr Lary/ t F s ? P eg., 1A4A :Del, Q I Ad:, •e C1/ 7C iJ 9 4 -e_ 2.- '��' - FORMER OWNER . N R.C fe Jw c rl of 7W E , ACR. ACR. S ' TYPE OF BUILDING h)` e, K w j--XVDG4 Lr J.4 ,' _ cobe 62 O ,E$. SEAS. VL. FARM I COMM. CB. MICS. Mkt. Value f , LAND IMP. TOTAL DATE REMARKS J of ft 4 ! ,/.;Z:. �L-%.I. L e %�f.�,'A V-:!["D i /e e, e iiii,k00/ "-fir t)ri V �,`'64.1.61 R,v-I,T 132 T. ti fl �, c 6 CC-. .- 0 d V f a. / 7 4 i / 4 ax-1 I ,(2. 1 t( 1.40pct 0o 1�< 37, Gt)o, '� i� '_/af'Fa- BP . 0471rcon et. efroes5. She L-) - *1400. ,f^3 Re p� 1u '( _- f i '/1/ 3/76 " P 43V,-1 >/•, 6:-._.,,,,e.) 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(n } JAS I - j -._!r, ) / cm r Foundation 7/C- Bath 24,J. 2- I Dinette Porch ! 1Basement ,C 41/ Floors Fi f? K. I !Ext. Walls t�� �; Interior Finish FL,6-.5 S,flf; LR. I�TCf1 ,r-7 r 1 CD ty ro 6 0 �J :9,a r' { Fire Place A0 Heat :1`�Z,4--,-.-.._�DR. Breezeway 1 Garage i •2 0re Roof C�� i. e Rooms 1st Floor 1BR. I P •n::, I Q. ,,,r, reation Room Rooms 2nd Floor I FIN. B . " 0. B. , _ ti.� -'I;�1f}ormer Driveway Total _•� ;. � .�`{/�', �,�� I I _.. . i I • ..•graurrggi Scott A. Russell °�07 SUPERVISOR f Vi MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 p •• 53095 Main Road-SOUIT30LD,NEW YORK 11971 • 'Gj� Town of Southold •� CHAPTER 236 - STORMVVATER MANAGEMENT.WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) - • DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. t ❑ el 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. ❑El E. Site preparation within the .one-hundred-year floodplain as depicted on FIRM Map of any watercourse. Installation of new or resurfaced impervious surfaces of 1,000 square . 0 Sr F. - 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. - -- - =— -- = —--- — -- S.C.T.M. 4: 1000 Date APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) District NAME: ggv'5TM)st.7 W #17�w�,M; . 9 6 - i s ..)- e ( tki Section Block Lot J 3 "' ` FOR BUILDING DEPARTMENT USE ONLY"" • Contact Informat)orc J ye �,n n • (Telephone Numbed 7YYl/`// Reviewed By: Date: 3-lihcf Property Address/ Location of Construction Work: (Approved for processing Building Permit_ G G� � a� `Stormwater Management Control Plan Not Required. W 1 CN"C'We L ,i' 11135--- 1r1J Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review) FORM ' SMCP-TOS MAY 2014 APPLICANT: S.C.T.Ivi.41: 1000CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) -•••••••• —'"6TT� ,•'*da k•• it , ' Vi. Stormwater Management Control Plan CHECK LIST NAME: Section -11:77C. Lot _✓ S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application, Mem Pring r i Date: * The applicant must provide a Complete Explanation and/or Reason for not providing -..„....4t, A. f t all Information that has been Required by the following Checklist! Slgnalure Telephone Nurnberg - •.... 1. A Site Plan drawn.to scale Not Less that 60'to the inch MUST if NO INA If You answered No or NA to any Item, Please Provide Justification Herel ----a-1- --- .• - • Ifyou need additional room for explanations, Please Provide additional Paper. show all of the following items: . _ P P a, Location & Description of Property Boundaries • . 1 , , 1. b. Total Site Acreage. I-----'-:_. . c. Existing-Natural& Man Made Features within 500 L.F, 1i11 of the Site Boundary as required by§236-170CX21. U. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. MON N e• Limits of Clearing'& Area of Proposed Land Disturbance. MN _ f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) i f I. __ __ g. Location of all existing & proposed structures, roads, ( 0110 _ driveways, sidewalks, drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing & proposed structures. , I. Location of proposed Swimming Pool and discharge ring, ( I — L _ _ j. Location of proposed Soil Stockpile Area(s). 1 1 k. Location of proposed Construction Entrance/Staging Area(s). E:=1j1 _ , I. Location of proposed concrete washout area(s). I 11 . M. Location of all proposed erosion&sediment control measures, 1 - i, 2. Stormwater Management Control Plan must Include Calculations showing • that the stormwater improvements are sized to capture,store,and infiltrate • on-site the run-off from all Impervious surfaces generated by a two(21 Inch l — .- --..1 . rainfall/storm event, - i 3. Details&Sectional Drawings for stormwater practices are required for approval. • Items requiring details shall include but not be limited to: • a. Erosion & Sediment Controls: • b. Construction Entrance &Site Access. Miiiii: . c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc '•�.• -_ _ . d. Leaching Structures (e.g.inf titration basins,swales,etc.) 1011,0001. .... . eA" FOR ENGINEERING DEPARTMENT USE ONLY**** Additional Information is Required. Reviewed & • 1 III Stormwater Management Control Plan is Not Complete. Approved By: — . 1111 Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department. ;?FORM >r SWCP Check List-TOS MAY 2014 ARCHITECTS ENGINEERS JL= RAMMAS CONSULTANTS Transmittal To: Mr. Michael Verity, Chief Building Inspector Town of Southold From: Brad Allen . Date: 9-24-14 Re: Our Lady of Ostrabrama Roman Catholic Church i File No.: Our file#1375 Via: Fedex Please find enclosed(4) sets of revised dwgs., (SP-1.0, D-1.0, A-1.0, A-1.1, A-2.0, A-3.0, S-1.0), signed& sealed for the above referenced elevator addition project. A copy of the General Specifications are also included for your reference.' If you have any questions,please call our office. HIE . E .- WE 17 SEP 2 9 2014 .1.--J.) BLDG DEPT TOWN OF SOUTHOLD 208 Route 109,Suite 208 Farmingdale,N Y 11735 Telephone (631)393-6805 Fax (631)393-6808 E-Mail NCDC@AOL COM 3c L/ ( SpoL 1__c), `(% i 1 1 1 Co �ittro- --- mo-vvc}-K • 14;1.05 4-67,1N liA0A/tE . ,1 1 1 PvurcJi\ Aid- vq-d\— , I 1 1 1 1 k I °DAG d j.4-D f.-.) / _ 6- a A s‹.;1-Id/67--v-\. p(1,,J__ ,ie- -C-RS . , , 1 sz,----mo___ c%_:6, A b S4irmr In i � I 0 ' Rid e-A Os '- 5 : ko_ ._ /- -- . 7400 1 , U.S. Postal Service,-. CERTIFIED{MAI4_9M RECEIPT (Domestic Mail Only;No Insurance Coverage Provided) For delivery information visit our website at www.usps.corne . OFFCL USE Postage .3�+ 'Lt. Certified Fe. Retum Receipt ,:� 43w Postmark (Endorsement Requ •� --sr • Here C't Restricted Dellve 1-9 (Endorsement Requ • n 'f C Total Postage&Fee- fb•�;; .11 Sent To .• V �r• o �cY1S.C1Gi_ _ k(i1 M1 street,A•t No.; _ or PO Box No. o /hpx . City,States *44-4'v J/LC/ 6 � PS.Form 3800,June,2002 See Reverse for Instructions ti Town Hall Annex Telephone(631)765-1802 101 A1E 54375 Main Road % ; Fax(631)765-9502 P.O.Box 1179 . �i'��� Southold,NY 11971-0959 0 COUNII BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Our Lady of Ostrabrama RC Attn: Michael V. Flanagan Esq. P.O. Box 9023 Rockville Centre, New York 11571-9023 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 3450 Depot Lane, Cutchogue TAX MAP NUMBER : 1000-96-5-12.2 Pursuant to Section 144-8A.(1) & 144-13A(3) of the Code of the Town of Southold, New York, you are hereby notified to immediately suspend all work and building activities until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction not done according to approved plans under BP 39241, dated 10/03/2014. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When amended plans are submitted and approved by the Building Department. 1 DATE: August 13, 2015 I 444 'obert Fisher Fire Marshal (cert. mail) ARCHITECTS 8 ENSINEERS JL= RAMMAS CONSULTANTS Transmittal To: Mr. Michael Verity, Chief Building Inspector Town of Southold From: Brad Allen Date: 8-18-15 Re: Our Lady of Ostrabrama Roman Catholic Church File No.: Our file#1375 Via: Fedex Please find enclosed(4) sets of revised dwgs., (SP-1.0, D-1.0, A-1.0, A-1.1, A-2.0, A-3.0, S-1.0), signed & sealed for the above referenced elevator addition project. If you have any questions, please call our office. • imin Ir i ;n [1-111 AUG 2 1 2015 I j 208 Route 109,Suite 208 Farmingdale,N Y 11735 Telephone (631)393-6805 Fax (631)393-6808 ' E-Mail NCDC a AOL COM J _ 1 DEC 3 0 2015 BLDG DEPT TOWN OF SOUTHOLD TRANSMITTAL DOMINION CONSTRUCTION CORP. 108 Allen Blvd.,Farmingdale,NY 11735 631-249-0888\631-694-4649 Project:,Our Lady of O a a hurch ' To Town of Southold From: ohn Koehler Department of Buildings Date: — ,[-December 22, 2015 53095 Route 25 Reference: Permit#39241 Southold,NY 11971 Job No.: ' 15-006 Attn: I Chief Building Inspector Via: Hand Delivered We Are Submitting___-_-___-J Submitted for _—_-_--_-- ' Action Taken: `I ❑ Shop Drawings I ® Approval I ❑ Approved as Submitted -- F® Prints To Your Use F❑Approved as Noted - --------------- - --- T❑ Plans [❑ As Requested F❑ Return for Corrections ro Samples Review& Comment Resubmit r❑ Letter ❑ Returned -------------- -- --- ------ ------------ ---- ---------------------- -- ------- --- --------------- -------- ❑ Change Order -- _ L❑ Returned for Corrections — ❑ Other Original Date No. --� Description 1 12/18/15 Letter of completion as per final construction documents dated 8/18/2015 from architect. 1 , Letter of certification regarding installation as per plans and in accordance with building code by elevator contractor. - - - - - - - - --- - - - - - - -- --- ----------- ------- -- - 1 Fire underwriters certificate for electrical work. 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Click Here) Copyright 2008-2008 ARCA T, Inc -All rights reserved PART 1 GENERAL 1.1 SECTION INCLUDES A Commercial LU/LA elevator. 1.2 RELATED SECTIONS A. Division 16 Sections for electrical service for elevators to and including disconnect and fused switches at machine room. B. Division 16 Sections for standby power source, transfer switch, and connection from auxiliary contacts in transfer switch to controller. C. Division 16 Section "Voice and Data Communication Cabling"for telephone service to elevators. D. Section 03300-Cast-in-Place Concrete: Concrete for elevator machine foundation, and pit. E. Section 06100- Rough Carpentry Hoistway framing, building-in hoistway door frames and overhead hoist beams F. Section 08210-Wood Doors. Hoistway doors. G Section 08710-Door Hardware. H. Section 09260-Gypsum Board Assemblies Gypsum shaft walls. I. Section 09650- Resilient Flooring. Floor finish in cab. J. Section 09686-Carpet. Floor finish in cab. K. Section 09900- Paints and Coatings: Interior transparent wood finish in cab. L. Section 13850-Detection and Alarm: Fire and smoke detectors and interconnecting devices. 1.3 REFERENCES A American National Standards Institute(ANSI) B-29.2 -Chain Standards for Inverted Tooth (Silent) Chains and Sprockets. 14202-1 B. American Society of Mechanical Engineers (ASME)A17.1 -Safety Code for Elevators and Escalators. C. American Society of Mechanical Engineers (ASME)A18.1 -Safety Standard for Platform and Stairway Chair Lifts D CSA B44.1 - Elevator and Escalator Electrical Equipment. E. CSA B355- Lifts for Persons with Physical Disabilities. F CSA B613- Private Residence Lifts for Persons with Physical Disabilities G. U.S. Architectural &Transportation Barriers Compliance Board's"Americans with Disabilities Act(ADA), Accessibility Guidelines for Buildings and Facilities (ADAAG)" H ICC/ANSI A117.1 -Accessible and Usable Buildings and Facilities I NFPA 70 - National Electric Code. J. CSA- National Electric Code. 1 4 REQUIREMENTS OF REGULATORY AGENCIES. A. Fabricate and install work in compliance with applicable jurisdictional authorities. B. File shop drawings and submissions with local authorities as the information is made available. Company pre-inspection and jurisdictional authority inspections and permits are to be made on timely basis as required. 1.5 SUBMITTALS A Submit under provisions of Section 01300. B. Product Data. Manufacturer's data sheets on each product to be used, including: 1. Preparation instructions and recommendations 2. Storage and handling requirements and recommendations. 3. Installation methods. C. Shop Drawings: Provide a complete layout of lift equipment detailing dimensions and clearances as required D. Selection Samples: For each finish product specified requiring selection of color or finish, two complete sets of color charts representing manufacturer's full range of available colors and patterns. 1.6 QUALITY ASSURANCE A Installer Qualifications. 1. Skilled tradesmen shall be employees of the installing contractor approved by the manufacturer, with demonstrated ability to perform the work on a timely basis. 2. Execute work of this section only by a company that has adequate product liability insurance. 1.7 DELIVERY, STORAGE, AND HANDLING A. Store products in manufacturer's unopened packaging until ready for installation. 14202-2 B. Store and dispose of solvent-based materials, and materials used with solvent- based materials, in accordance with requirements of local authorities having jurisdiction. 1.8 PROJECT CONDITIONS A. Maintain environmental conditions(temperature, humidity, and ventilation)within limits recommended by manufacturer for optimum results. Do not install systems under environmental conditions outside manufacturer's absolute limits. 1.9 WARRANTY A. Coverage-this warranty applies to the repair or replacement, at Manufacturer's option, of parts that fail due to defective material or workmanship. Manufacturer may, at its option, provide factory reconditioned parts. This warranty is provided to the Authorized Dealer on behalf of the final purchaser of the product and is not transferable. The Manufacturer's warranty does not cover labor charges for the removal, repair or replacement of warranty parts but such costs may be covered for a period of time by Authorized Dealer's warranty, which is provided to purchaser separately. 1. The manufacturer shall offer a 36-month limited warranty on parts from date of shipment. PART 2. PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturer: Savaria, which is located at: 2 Walker Drive, Brampton, ON, Canada, L6T 5E1; Toll Free Tel: 800-661-5112; Tel: 905-791-5555; Fax: 905- 791-2222; Email: request info;Web:www.savaria.com B. Substitutions: Not permitted. C. Requests for substitutions will be considered in accordance with provisions of Section 01600. 2.2 COMMERCIAL PASSENGER ELEVATOR A. Limited Use Limited Application elevator. Savaria Orion. B. Work described in this section includes providing equipment, incidental material and labor required for complete, operable roped hydraulic passenger elevator installation. Elevator shall be erected, installed, adjusted, tested and placed in operation by system manufacturer, or manufacturer's authorized installer. 1. Elevators shall be in accordance with the ASME A17.1-B44 and ADA compliant including local codes and regulations except where specified otherwise. C. The following preparatory work to receive the lifts specified in this section is part of the work of other sections: 1. Permanent 240 VAC, 40 amp single phase or 208 VAC, 30 amp three phase power to operate lift to be provided from a lockable fused/cartridge type disconnect switch with auxiliary contacts for battery operation 110 VAC, 15 amp single phase power to operate the lighting circuit. Refer to drawings for permanent power specifications and location of disconnects. 2. Provide a plumb and square hoistway with smooth interior surfaces, including 14202-3 fascias or furring of the hoistway interior 3. Provide rough openings per lift contractor's shop drawings. 4. Provide substantial, level pit floor slab as indicated on the lift contractor's shop drawings D Limited Use Limited Application elevator The elevator described here, manufactured by Savaria Lifts Inc., is a LULA Elevator consisting of a roped hydraulic tower with a lifting platform. 1. Rated Load. 1400 lb (635 kg) 2. Rated Speed: 25 f.p.m. (nominal) (0 13 m/s) 3 Travel. feet. Maximum of 25 feet(300 inches). 4. Cab Configuration a. Enter/exit same side. b. Enter/exit front/rear. c. 90 degree exit 5. Car Platform Size. a. 48"W by 54" D (1219 mm by 1371 mm)—N/A for 90 degree configs b. 42"W by 60" D (1067mm by 1524 mm)—N/A for 90 degree configs. c 51"W by 51"D (1295 mm by 1295 mm)—90 Degree only. 6. Levels Serviced: a. 2 b. 3 c. 4. 7. Car Operation. Automatic. 8. Power Supply: a. 208 Volt, 3 Phase, 30 Amps+ 110 Volt, 15 amp, 1 Phase 60 Hz b 240 Volt, 1 Phase, 40 Amp+ 110 Volt, 15 amp, 1 Phase 60 Hz 9 Drive System. 2.1 roped hydraulic 10. Emergency Power: Battery operation in down direction 11 Controller PLC 12. Motor/Pump: 240 1 Phase or 208 3 Phase,/5HP 13. Manual Lowering: Outside the hoistway in machine room E ' Car Enclosure Fire rated steel cab construction. 1 Cab Walls: a. Steel-Architectural White (standard) b. Steel - Black(Standard) c Stainless Steel Brushed#4 (optional) 2. Optional Plastic Laminate Panels: a. No Plastic Laminate Panels-Steel Cab Only(standard) b. Stone Grafix c. Fog d. Contract Mahogany e. Natural Oak 3. Ceiling Finish: a. Steel -Architectural White with four recessed incandescent down lights. b Stainless Steel brushed#4 (optional) 4 Car doors and frames shall be 1 1/2 hour ULC Fire rated and 2 speed horizontally sliding. Door finish shall be: a Powder coated Architectural white or black to match cab finish b Stainless Steel brushed#4 (optional) 1 Handrail A stainless steel single handrail, with 1-1/2 inch (38 mm) diameter rail and with both ends returned to the side guard, shall be located on the 14202-4 control wall of the cab F Automatic Landing Doors 1. Landing doors and frames shall be 1 1/2 hour ULC Fire rated, 2 speed horizontally sliding with concealed mechanical interlock. Door finish shall be: a. Primed powder coated grey (Standard) b. Powder coated Architectural white or black to match cab finish (optional) c Stainless Steel brushed#4 (optional) G Car Operation. 1 Car Operating Panel shall consist of metal push bottoms with illuminated haloes, tactile identifications, emergency stop/alarm button, on/off key switch and emergency light mounted on a removable stainless steel panel (Type 304 #4 Stainless Steel Finish). 2. Digital floor indicator and directional indicator in cab and at each landing. 3 An ADA hands free phone will be supplied within car operating panel 4 Emergency Operation -The car shall be equipped with a battery operated light fixture, emergency battery lowering device and alarm in case of normal building supply failure The battery shall be the rechargeable type with an automatic recharging system. A manual lowering device shall be located outside the hoistway in the machine room. 5. Fire Service: a. No fire-service required (standard) b. Phase 1 fire recall service only(optional) - mandatory for 2010 A17.1 code. c. Phase 1 and Phase 2 fire recall service (optional). H. Pumping Unit and Controller. 1. The pumping unit and controller shall be in a separate machine room. The controller and pump unit shall be pre-wired and tested prior to shipment. Pump unit shall incorporate the following features. a. Smooth stops at each landing. b Submersible pump and motor c. Adjustable pressure relief valve d Manually operable down valve to lower lift in the event of an emergency. This valve shall be activated from the machine room. e. Gate valve to isolate cylinder from pump unit. f. Emergency lowering by battery power from the car control I. Cylinder And Plunger. 1. The cylinder shall be constructed of steel pipe of sufficient thickness and suitable safety margin The top of the cylinder shall be equipped with a cylinder head with an internal guide ring and self-adjusting packing. 2. The plunger shall be constructed of a solid steel shaft of proper diameter machined true and smooth. The plunger shall be provided with a stop electrically welded to the bottom to prevent the plunger from leaving the cylinder 3. Cable: Aircraft Cable 2 X 3/8" (10 mm) DIA Minimum breaking strength of 12,000 lb (5455 kg) each. J Leveling Device: 1. The lift shall be provided with an anti-creep device which will maintain the carriage level within 1/2 inch (12 mm) of each landing. 2. All limit switch and leveling device switches shall be located in a position to be inaccessible to unauthorized persons 14202-5 K. Guide Yoke: The 2.1 guide yoke assembly shall be supplied with one (1) sheave, guide shoes, bearings and guards L Terminal Stopping Devices: Normal terminal stopping devices shall be provided at top and bottom of runway to stop the car positively and automatically. M. Guide Rails and Brackets: Steel 8 lb per ft guide rails and adjustable brackets shall be used to guide the platform and sling. N. Wiring All wiring and electrical connections shall comply with applicable codes. Insulated wiring shall have flame-retardant and moisture-proof outer covering and shall be run in conduit or electrical wire ways if located outside the unit enclosure. Quick disconnect harnesses shall be used when possible. PART 3. EXECUTION 3.1 EXAMINATION A Do not begin installation until hoistway and machine room has been properly prepared. B. Site dimensions shall be taken to verify that tolerances and clearances have been maintained and meet local regulations. C. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding. PREPARATION A. Clean surfaces thoroughly prior to installation. B Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. 3.3 ELEVATOR INSTALLATION A Install in accordance with manufacturer's instructions. B. Install the components of the elevator system that are required and that are required by jurisdictional authorities to license the elevator A. Trained employees of the elevator contractor shall perform installation work B. Adjust elevator for proper operation and clean unit thoroughly. C Instruct users in operating procedures and owner's maintenance person in trouble- shooting and maintenance procedures 3 4 LIFT INSTALLATION A. Install all the components of the lift system that are specified in this section to be provided, and that are required by jurisdictional authorities to license the lift. B. Trained employees of the lift contractor shall perform all installation work of this section. C. Adjust lift for proper operation and clean unit thoroughly. D. Instruct users in operation procedures and Owner's maintenance person in trouble- shooting and maintenance procedures. 3.5 PROTECTION 14202-6 A. Protect installed products until completion of project. B. Touch-up, repair or replace damaged products before Substantial Completion. END OF SECTION 14202-7 x" MEETING DATE GI�`-'1 `�_ PRELIMINARY WORK BY OTHERS }>"'y5 Mme'"• GI.P-911/(--- described below is beyond the scope of the lift installation and mll be required to be completed by the 7-aT J a... ?" j PROJECT NAME Cd-6 y owner/construction manager prior to the lift being installed This is to be used m conjunction with the manufacturers 9.r. shop drawings and all work noted to be completed should be taken into account when releasing the lift into production Any work remaining after the rift is produced may incur storage and delivery fees All work should be 11 Y.vATOR&LIFT SITE ADDRESS done to OSHA safety compliance X✓ r ,. "General•Hoist111- Constrtietioti' ,_),`.''i: :Fy, is a` ;, •. I _ �-,, .:s, y. " . ....... . .... '�<< ='v>;.' '�,;`r ;Electrical' 't�ant.�...•,.'j=; d, .• CP '�/ Pit/Pad Construction �( In W x O"'f In L x I( In D " p Main Power Disconnect-, Voltp E`((7 AMP(HP �_Phas Wit~4"Without^Aux S Gear Finished Omrens,ons,Length dimension o measured across the load bearing/tower wart 0 Contact tv/Dedicated Ground to Main,Locke and Fusible. (Must meet NEC Code to have a 30•W x 36'0 Clear vsurk area,NYC may require a voltage buck booster to maintain • constant voltage under load,must be installed strikkee•ssiide of the door(d applicable) • Ramp Construction(In lieu of a pit) For every inch up(Rise In),the the ramp must extend Cab Lighting Disconnect.0_,Volt ISAMP,Lockable and Fusible. 12 inches out(Run in) di (dust meet NEC Code(30'W e 36"D clear work area and have a dedicated ground back to main panel,must be instep (38in Guardrails must be installed if ramp crosses a walking path or the rite is greater than 6 in) strike side of the door mactnne room door) !�`1 Ot/'(" Run in Conduit Black,White,Ground and(2)18awg red wires to shaftway Take all 5 wires and Hotstway Construction 61 Tri W x in L terminate on the Left/Right side of load wall to a 1900 box in a 2 tool long flexible metal conduit (Clear Frmshed Dimensions,length dimeinimiumeasured across the load /tower wall) lit mrvint igOl live Insv 1130VOLT 2OAMP Utihry Gfl in T n� :t.," Clear Overhead Space la +-V ft Required / Machine Ruom ❑Top Shaft '�",Pit Area 1r (Measures from fmshed top landing floor io fir ••• -- ., riser lot stairway has) D Top Stairs o Bottom Stairs „,v-..1717, Establish Final Mot'to Floor Trove,of• '-- 4or see[Budd To Certification}t.. Install Caged Light with light switch in 6achme Room o Top Shaft 9PIt Area " , (Clear,Smshed dimension between the top o FINISHED'bottom landing non;to the top of the FINISHED lop() !y landing flood r and/or o Hotstway Ceiling with Motion Sensor __._e,,/-Load 1,—'b .i ' Fire Department Seivrce provide 2 normally dosed, 1 normally open contact in an enclosure �( Load Wall Construction as per Drawing ''lid Block Filled w/Concrete b.-1 ® mounted in the machine room,pre-wired back to the main fire service panel Installer to coordinate VVV o�Epoxy/Thru Bolt with fire service subcontractor for final winnq s Maintain a hr.fire rabng on all M,ock Walls 'Provide smoke detectors at each opening at each landing,one in the machine room and at the 'ET'layers 5/8 � surfaces.Firesto all breaches in sheetrock top of the shaftway with 2 labeled wires brought to the machine room Trades to install drycontacts 1 Cement Board at installer direction durin.installation 25,7 Machine Room ..__ •___n.- a W x�e L x Pp In H(Matctung Layout As Per Engineered Stop Dravnngs)-Must have sett iocbng door lock and self dosing hinge. Other Electrical 2)/Finish,Sheetrock,Tape and Spackle all work,including area's altered dunng installation(An Install Single Gang Electrical Box at Each Landing For Hall Stations surfaces should be smooth and free of debris or cat ring points) Ventilation - olswray s -:Loom - (ria t -f (Install and coordinate w/local cod- a apter 30 of buJdin co, 'mutt architect/engineer) 61. Install 110VOLT 15AMP Circuit with Receptacle for Each Automatic Door Operator Machine Room Connection-Create a 5 inch thru-wall chase from shaftway to machine room,fire Provide Conduit/Chase from Each Call Station to Controller/Machine Room stop any gaps after mstallabon Provide Live Telephone Line in Machine Area.Install(1)RJ45 panel for a service telephone and 1 6 _ foot v./Motor the cars phone integration(cannot be Pex oravnuhed system) '''<'n;'s ';- ,,t '.N• „.t` yl ,•t y'F''-',.."'' .•t. ;,. sir. .i. f - =-DODrSa, i- ;i fir �,•} �I,.-1 L, "3=.''^ :x;!",.3 �t.a rid la"din`s,.^') :s,.. ,:•°' <�` via}r "'�� ,;' cn={'.. R 9 _ ',s� "�ilAisc`'I"a°eou" . '.z ..4. ..M . .. ,. ,., --. - aL�;":';,-': ` _i,:: v,�.':, e I n s;[onsidei'ation'S� :i"ei - ,arcs reit;^,a,""".•�,.a..;• r4•,•a. Frame All Door Openings as Per Drawings Using 3'x 5"ride(ASME A17 1 53 1.7 3) ry 0 '3 Machine Room Signage for Door(Must read"Elevator Machine Room"°in/inch high tettenng Jrhe inside lace of the door must be exactly 3 inches from the edge of the hoishvay) I Hang All Hotstway/Machine Room Doors with Swing(as per drawings)and self closing hinges Install Electrical Buck-Booster to Main Line Power Baa and Maintain 18"Clearance from door stoke to nearest wall For DAY Provided doors,ensure all I wiring in Jambs is tucked into door header before ins(allabon Provide Fixed Ramp Of required) t Build Back Return to Door Bucks After Doors Are Installed and Provide Threshold After4 Install Drainage in Pit Area(if required)(Requires signoff by DAY) Installation of Elevator 2 Speed Sliding Doors-Install 4 inch thick non-steel blocking a minimum of 6 inches wide around rough opening. Ensure adequate daytime and nighttime lighting outside all entrances X✓:°`':L;r :..,`f„a;'t(nclineal Platform”Lift'Staircase1C nsiru ^r` ','-i 'f ag""+=,`' +:'" 2 N '`�i•`..:; ,ri« .r. °•..- ction�;,)-:i°�'.,w"'E.,;r "n°;3,,r'n-.,�",.,,,•;,�{�":De ivery�and�Trtistali$'tiu'ri,Pre ar"a"ti_ „�� ", Provide 3-4!riches of wood blocking extended 50 inches above bottom/top landings and each provide Lull/Forklift onsite for Delivery stair tread Provide Access Under Staircase(if post mounting is to be through-bolted) Ensure full egress from street to delivery point,remove all scaffolding and obstacles before arrival Provide Machine Area of Adequate Support(if winding drum drive system) Create Staging Area for Delivery and Installation Remove All Obstructions(Handrails,protrusions on mounting wall,treads,etc) f Install temporary Hoist beam at top of shaft for nggtng,should be built to support (Y ton. .y✓. �'.m, ;•:x>`rv+^ A 1j , ;;.`x,�s r.:.., �.:• pn. P� ,f. :'.. ,•,y',•. i . :s.4S ecialCases, •1',,F ,", . ,,I ;:zc,i. e,k.,t ,• �i �•.+!•` �•rt,.;7^''1"r.A4i".s=: • p .... „_.Wi: �fi :�`i_�;'�#;�:,^,,r��;,a;3r; 1 Provide Semi-Pemwnent Platforms 18"Off Of Load Wall At Al)Landings Dumbwaiters-Do not sheetrock door sides of shatttvay for installation access until instructed by Permanent,Powe€"or DedltatedrGenerator.to stipp'ortload:required active acid ensitehy ri;;f'; installer detive`r!date` ,•' 1 u",,,::,-A,• "X"..,+P;-...':';,"...,^, ".•',,t;',1`,;,,:•‘‘r 7» Machine Room-less Elevator/Dumbwaiter-Ensure header access to predefined space for motor •t"' c;;t; '=_w''„,,,,;,,,:-.',,,,....ii •u.,: :.,a;;,^. I k;y access panel at least 3 inches bigger and centered where drawings specify r,'4,•11'ik aiw ;i' ;rl' :Build To.Certificatiop'-i;;-:I .'ret. •y,;=" :t;, 9 ",.. `'1':='r,r ,I-s,- d• i',,,1.,';.e,, iii i ,•%i'e," ire";.+:'R; Shaftway Wheelchair Lifts-Construct Wing Walls Around Lifting Tower With Beveled Top le ."':'`S Due to the site conditions,timing considerations and other hindrances,I acknowledge that Day ' — mntmuous surface to face of tower) ® *'1 i°;'Elevator cannot independently verify the finished landing heights of the space I agree to build and Shaftway Wheelchair Lifts with 90 degree openings-a lin chase from the side of the door ;.,:,...1q,,hold to the following heights and take responsibility for any out of scope costs incurre. .-se header to the load wall must be built into finished walls at the height of the door header and aheights are not kept after the lift has been put into production pull wire installed lhru chase that is accessible from the door header 's,4-;- Enclosed Wheelchair Lifts-Fill in gaps and secure gates,fill in any gaps at upper landings 'i P;`,,`Finished Lowest Landing Floor to Finished Top Landing Floor stance of C.'i ti In between enclosure/gates to a height of at least 42 inches `' `:`'` ' or ,Wk Savona Telecab-Install Floor Plug after Initial installation as per drawings rc. '^=Finished Distances Between Floors(Lowest to Highest) 9 rrivt", Number of Items Checkeda,',°�:': i i=i,; ";•' '.-`""'c:� x1sc;� ,i'i t„,• , h,a t,x. r.;... „ ,,., .''r:'-l„r...•” _ _:•jtii' ` ShopDrawtn ReferenceNumber:x 'I(• �.• `" ,<". .•"'= ,,i Other Conditions/Special Delivery Requirements `��A` ate ' ��- _ ,. , . „- - -- --7C : - - \ ,- - -r .." _ DAY REPRESENTATIVE SITE R)8PRESENT/ / p SIGNATURE SIGNATUREfi Y3, - PRINT NAME 14:�� � ' � PRINT NAME �t N g PLEASE NOTE: OVERALL HOISTWAY LENGTH AND ., _ADJ FLO-CONTROL OR WIDTH DIMENSIONS ARE FROM DRYWALL / X1HYDRAULIC LINE / PIPE RUPTURE VALVE J TO DRYWALL (WHERE APPLICABLE) / 7 J�-�-� �/ l_/T_ Z__�1� ` CONTROL VALVE— v 'p — r O CONTROLLER f i V NEC 36' MIN. �' VI JACK UNIT CEC lm (39") MN `_ / a LIFT PLATFORM • - 'il _.___< • _' '- - Al t/ CRAIL BRACKET rill LJACK EZ ll�TlTi l ! _ - _ % /� ., A �� , j M/R PLAN A LOWER LEVEL _ i fls % i•ie itTls stir _ ___ _ 9 ' PRELIMINARY DRAWING ONLY !77 s 3`ft..••••= f • - DRAWING APPROVAL: Wit Y,Y _ 4 THIS DRAWING REFLECTS OUR INTERPRETATION OF THE INFORMATION !s{1 8 .. J PROVIDED BY THE DEALER ON THE ORDER FORM.THIS INFORMATION IS THE II!J ;''Af. ! DEALER'S RESPONSIBILITY,AND IS THE BASIS FROM WHICH THIS LIFT IS 4; I11t9 _ p '=I DESIGNED AND MANUFACTURED.PLEASE INDICATE THE REQUESTED ACTION H1 NI -:=� CHECKING ONE OF THE FOLLOWING BOXES AND SIGNING BELOW TO Pi ? AUTHORIZE COMPLETION OF THIS ORDER. v --- f1 -,— ils; 1 r' ,' f MANUFACTUREROPRODUCT HO PER DRAWING INTERMEDIA E ✓'� ="€I' UPPER & - _ , AS ;:h LANDING i,_,(' '.I LANDING LOWER �� } `` i_ 'APPROVED WITH EXCEP TIONS, NO REAPPROVAL REQUIRED I'I €S J ._ (`�_ MAKE CHANGES AS NOTED,NO REAPPROVAL DRAWING REQUIRED 115I S3i I I\;.;.7,7.,/' �w_ _;p ;CHANGE AS NOTED, REAPPROVAL REQUIRED { F _ MAKE CHANGES AS NOTED,SEND CORRECTED DRAWING FOR . ___ _ _-_- _ 4110 1 P k .U1 _—. _— ___— _.—_.. ?e• —J L_}£�s�-- ' REAPPROVAL BEFORE MANUFACTURE .-m.r A —_= (CHANGES REQUEST(— rAIIIfY.ONCE TIS DRAVWO IS APPROVED,JOH CANCELLATION FEES WILL APPLY F.Prf`' 1,11 NOT FOR OFFICE USE ONLY PA•t No DATE COTIDAU OO ROTC SINN _ 0,O Ci", ', ,':C?'/Ii. ;II.: __•._ S DA Iy C HOME Imsa:SD- 0-5-63 v„IA I Ni O -4- g I ..1CUSTOMER CATE k \ / T I((1��- DAY E l–E i/A T 0 R 8< L_I E'T 04/00/15 , f C PLA \ V I I- 1 / PROJECT -•• VIFW W Our Lady of Ostrabaria R.C. Church 0/6 01/15 't. <_ =_ V`•-=•1 _`_ Our- WOWED Or D E r D F t L__- Q� ♦— C`� Wilt/atm�D Nu EET No Cutcl iooue, NY 1190 r� . '-1—e • ••m' :; . I ...t..., • 0 I ID : 0 -7 ,' ' , ,...” . . ' ( . : "-f7:7",-- i._ • x Li1 :r..) I IN:3T E. CAR T:1i- PR.'JF, PRO/,.."-..i'. IN CcrIgTIPPAE: VI r,i jiCL.,12S,_ ,;,2:.1 4 f .. , . i. -,,: -, 7 , 27_1 go i C.': •-': i 1 • : .._„, : - < • IR : - -- 'a•r: . U.: . b-- k . ' c-..-• 6" i :.,cz, • 7.1 73' ;' ; I [ i zi..3!..,:::: „_ ,.',3 '1 ..,, s'' A I I H: C'E----;\ ::I // , g a , .—•••, T T f 0 0 . I Y. i I • . ..: . 171 _ a k ..1 i . . , 1 i ;41 LANDING 3 A 4 - ..62"2 i,14 , „... ! il irii- =7”IIIP ' .____ _ _ -I , „.: I - or 1 Cu i piI 17 ... ,10 i VD • I 1-C" EN: .." _.•--i :-. , • ....t 1 illiti ..4. .. ......... ...1.. 71 1111 .:.C...., li A "... ......_ ; : )4' LANDING 2 t. ...> •,, • ._ .. ,4.- --I_ —. I., • ^ _ ,. — i .... • , .• ' 1 'I 1 . I . . _ 1 D 1 j L •: ,i' , r---, 1 , •;-' T 1-f .,_, . _.._•-• ...... •:. ,:_, , . . ,-.. 1-• ,c•'-, ,,,f I t I ••,. t.,•.t ;,. I 114 is ., — \2 ,0- ._._,T._ , -1 1 c.: - 1 -. tn f , , tl; s „ < _,- „,,,..., I ,•co I i. ,- .i(") 1;}.(1 •::15 , i:ctni H = 1 1 i 1 "1- ' "! 1 - I, I. :• i LANDING 1 :i• I . . '...LY ..2 „ li o 1 '1 ; . •.• NOTE • ..,.......--...—....-, . DIMENSIONS SHOWN ON DRAWING-. ARE FOR REFERENCE ONLY. ' • - MAXIMUM SPACE BETWEEN RAIL • .-01- ' f '.7.• t, i t. e '.•':. i I. BRACKETS NOT TO EXCEED 48" • . ., , ' i •"; t NOTE I. • REFER TO MANUAL BEFORE • • „. • .4., . 4. „ '•",2:' 4 ADJUSTING THIS SETTING . PIT PROP PROVIDED IN CONFORMANCE TO CLAUSE 5.2 1.4.2 OFFICE USE ONLY: PCIfi ho MUM(WISCII SW. 0.0 V°.Io.t'10 -.1- 0 -. 1- VSX1r.tam SW. 0-S-6 7 CUSTOMER DATE. 134'Y'' E L_E N/A-1-I=FR Ea..‘ L. I F-"1- 04/08/15 ,,„ _ .., PROJECT T,R,PATE. ',,,..1 kJ,:j' t#(;-3 g' ELEvATIH\ VIEW 3 , _, ur- Lady off Ostr-ob . o.ria. R.C. Chur-ch ub/01/15 '.-7..4'.,- , POOORESS MPLEIril Po J =1 L___. ,==... I -1 r - 1761611m JCS No SOW'No L-..-1-7t=1.--1 CD 1.—.4 ,.. r--.1 ''"r- 1 1 _ — 2 OF ..„.. DR -VISIU\S 3Y -THERS SD=CIPICAT.I'- NS *GENERAL GENERAL HOISTWAY- Ti1E HOISTWAY MUST HE IN ACCORDANCE WITH CLASSIFICATION Public Building CAR FINISH DETAILS 'SAFETY CODE FOR ELEVATORS AND ESCALATORS'(ASME A17.1) AND APPLIEDLCODE. ASME AI7.1-2004 ADD.2005,5.2 CAB PANEL SELECTION. White Steel Colour ALL STATE AND LOCAL CODES MODEU _prion CEILING SELECTION. standard (white) PLUMB HOTSTWAY- DUE TO CLOSE RUNNING CLEARANCES OWNER/AGENT CAPACITY, 14001bs CAB ENTRANCE, Match Cab MUST ENSURE THAT HEIISTTOWAY AND PIT (WHERE PROVIDED) ARE NOMINAL SPEED. 30 fpm PLASTIC LAMINATE FINISHES_Not Applicable LEVEL, PLUMB AND SQUARE AND ARE IN ACCORDANCE WITH THE TRAVEL, 142 1/2 PLEASE NOTE) POT LIGHT FINISH. _Stainless Steel DIMENSIONS ON THESE DRAWINGS. PIT DEPTH. 14 .• CAR TATIO 2._ Not Applicable MINIMUM OVERHEAD CI FARANCE- OWNER/AGENT MUST ENSURE MINIMUM POWER SUPPLY. 60 HzSingle Phase 240 volt CONSULT FACTORY CAR STATION PLATE stainless steel OVERHEAD CLEARANCE IS IN COMPLIANCE WITH CODES. HYDRAULIC HAND RAIL TYPE.. StainlesslywodSteel Cylintlrlcnl CI-INSTRUCTION SITE- OWNER/AGENT TO PROVIDE ALL MASONRY, FOR EXACT CAB FLOORING. Plywood Floor CARPENTRY AND DRYWALL WORK AS REQUIRED AND SHALL PATCH AND PUMP MFR. CONCORD FINISHED FLOOR THICKNESS._3/8' finish MAKE GOOD (INCLUDING FINISH PAINTING)ALL AREAS WHERE PUMP MODEL. VICKERS 3P PUMP & CYLINDER TELEPHONE BOX. No WALLS/FLOORS MAY REQUIRE TO BE CUT, DRILLED OR ALTERED IN 50 h INFORMATION TELEPHONE BOX EINISH, MOTORNot Applicable ANY WAY TO PERMIT THE PROPER INSTALLATION OF THE LIFT VALVE MODEL NO. EPV F 7 HAND FREE PHONE. yes DIMENSIONS - CONTRACTOR/CUSTOMER TO VERIFY ALL DIMENSIONS AND REPORT ANY VALVE COIL VOLTS. P4 V DC CAR DIMENSIONS/PLATFORM GATES DISCREPANCIES TO OUR OFFICE IMMEDIATELY CAB HEIGHT.__1500 CAB TYPE. Type 2 MAX WORKING PRESSURE, psi (10340 kPa) *STRUCTURAL RELIEF VALVE SETTING.--MAX 25% ABOVE ACTUAL WORKING PRESSURE --84' Standard Cab Height RESERVOIR. 22 Gal. CAB OS REQUIRED.IAutomatic operation FLOOR/SUPPORT WALL I GADS- STRUCTURE TO ANCHOR A CRANK HOSE P. SAFETY VALVE._Pipe Rupture Valve only GATES Automatic (Wittur)sted Gates SHAFT AND SAFETY HARNESS, WHERE APPLICABLE/NEEDED, TO BE GATE TYPE_ 2 Bakedd Doors ieHatch CAB PROVIDED BY CONTRACTOR. CONTRACTOR TO ASSURE GATE FINISH' Enamel White THAT BUILDING AND SHAFT WILL SAFELY SUPPORT ALL LOADS R4\ RAIL BRACKET R5 R4 }N ISTWA YFORM AREA, 18 sf. IMPOSED BY THE LIFT EQUIPMENT, REFER TO THE TABLES ON THIS . DRAWING FOR LOADS IMPOSED BY THE EQUIPMENT. DOOR TYPE WHERE DOORS ARC REQUIRED- SUITABLE LINTELS MUST BE PROVIDED 1.01 r ,--------- -- 2 spd Sliding Doors (Wtttur)HY OWNER/AGENT, DOOR FRAMES ARE NOT DESIGNED TO SUPPORT - HOISTWAY DOORS FINISH._Stnndard Finish (Primer Grey) - _= rS HOISTWAY FINISH.OVERHEAD WALL LOADS ,j RAIL I, 1 JACK UNIT Drywall *MACHINE ROOM I II 1 EFFECTIVE STROKE. 74 1/4" I❑CATION /ACCESS- MACHINE ROOM LOCATED AT THE LOWEST 1 43 o• I n SOLID PLUNGER 0/0, 2 3/4 LEVEL ADJACENT TO HGISTWAY, UNLESS SHOWN OTHERWISE ON THE 1 APPLICATION j R3 o CYLINDER EI/D. 3 1/2 ' LAYOUT DRAWINGS FIELD ADJUSTMENT BY INSTALLER MAY BE I� � I (NOT SIMUt;TAN_^pUS) CYLINDER I/O. 3 NECESSARY TO MEET JOB SITE CONDITIONS OR REGULATIONS. •L_ SPLIT CYLINDER) no MACHINE ROOM DOOR IS TO BE LOCKABLE AND IS TO MEET THE ------- REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. ❑ ❑ COLLAPSED LENGTH. 98 3/4 •' SLEEVES FOR OIL a El ECTRIC LINES-FROM MACHINE ROOM TO , 7'! CYLINDER WALL THICKNESS._1/4 " RUNWAY AS REQUIRED (POSITION PER INSTALLERS INSTRUCTIONS) �� ' f SUSPENSION MINIMUM SCHEDULE 80 PIPING REQUIRED FOR OIL LINES. IMPIMENIERI 25 tb'--{ BUFFER ASSEMBLY TYPE. AIRCRAFT CABLE 2 X 3/8" DIA DISCONNECT TIE DELAY Ielmm 38.mm 381mm (ID) ) CONSTRUCTION, IWRC 7 X 19, GALVANIZED STEEL RHRL SiZE FUSE SiZE VOLTS PHASE AMPERAGE NOMINAL STRENGTH. MOTOR I.EQUIP,60 AMPS 40 AMPS 240 volt Single Phase 21 AMPS _ CAD viltTH DIST(D> SPECS. 14,400 lbs Per Cable _ MI-DTC-83420 CAB LIGHTS 15 AMPS 15 AMPS 115 V 1 e — 48' 30.70' OVER SPEED VALVE. ELECTRICAL RAIL BRACKET DI' 337B• MODEL, AS PER SECTION 319.4,7 povER SUPPLY- (SEE SPECIFICATIONS)LOCKABLE FUSED DISCONNECT 54' 3675' BLAIN RIO AA WITH AUXILIARY CONTACT TO BRAKE THE BATTERY FEED, OR CIRCUIT (1500Ps1 (10340 kPa) MAX WORKING PRESSURE) BREAKERS WITH A 3-POLE BREAKER FOR BATTERY FEED REQUIRED, 'FIRST DOOR BY LANDING CHART LIN COMPLIANCE WITH ELECTRICAL CODE, AS FOLLOWS: PIT RE-ACTION FORCE DOOR TYPE 2!RoddAll4NLDINr ryltgr)2SDeedADNDDDI Doors Ml4r)2SOeedABIAsIDNaOGrsf3yR4r) ENTRANCE SIDE LEGEND (LOCATED ON WALL ON LOCK JAMB SIDE OF MACHINE ROOM DOOR) PERMANENT POWER- BEFORE INSTALLATION CAN BEGIN,PERMANENT R3ENTRANCE SIDE Side C Side A Side C , POWER MUST BE SUPPLIED 8000 LDS DOOR LATCH Left Hand Right Hand Left Hand .. 0 O LOCK TYPE Not Appllca ble Not Applicable Not Applicable SIDE A SI E C I IGHT[NG- THE ILLUMINATION SHALL BE NOT LESS THAN 200 LX (19 EC) R4 3000 LBS AUTO DOOR OPENER IV o .---, c N o .---, e IV o ,---, ��°' AT THE FLOOR LEVEL IN ALL MACHINE ROOMS AND MACHINERY SPACES. RS 9000 LBS HALL CALL KEY SWITCH Keyless Keyless Keyless ENSURE AT LEAST 100 LX (10 FC)AMBIENT LIGHTING OVER LIFT AREA. FLOOR AY ACCESS no no PHONE-NEED A DEDICATED PHONE LAND LINE (NOT VoIP) FOR THE PHONE, FLOOR REBS FLOOR B 1 2 WHERE APPLICABLE. FOR VoIP PLEASE CONTACT SAVARIA. MAIN EGRESS 1 SIDE B *ENTRANCES RAIL FORCES OPTIONS FASCIA PANEL-B�I,OW UPPER LEVEL ENTRANCE- WHERE REQUIRED, p, FASTENERS. Lag Bolts OFF/CE USE ONLY' FASCIA PANEL MUST BE FASTENED i0 A SOLID WALL AND BE 'I1 SERVICE. no PERPENDICULAR TO THE FLOOR AND WALLS, DISTWAY /^�, ma TOTAL PULL-OUT FORCE ON RAI..DRACKEI, FV FIREMAN'SD GOV,/VALVE,__pverSpeed Valve wdw>DAmltSemsT¢r 0,0 'A •' RI.OAST BE DOUBLED co.2.720.1440 II, O-S-6,7 _ CONDUCTOR CABLE. u0D)twsasrue FASCIA IS NOT SELF-SUPPORTING FOR LONG, CONTINUOUS �- Q- 40' cable RUNS VOID OF ENTRANCES.ADEQUATE SUPPORT FOR THE A FOR LOCAL APPLICATION Ptr LOOT. DATA ACCESS TERMINAL, No DAT Port x° FASCIA MUST BE PROVIDED RI R2 SEE PIT CHANNEL/BUFFER SKETCK DUPLINE PROGRAMMING TOOI•._progr¢mner not Included TEMP. RUN BUTTON. y°"°°l"° 4 O -4- 720 ENTRANCE AS.SEMHI[ES-ENTRANCE ASSEMBLIES MUST BE ADJUSTED lbf 260 lbf Temp Run Button not Included SPEEDY SET-UP JIG, Speedy Jig Not required TO ALIGN WITH PLATFORM AND INTERLOCK EQUIPMENT, OTHERS TO RAR WEIGHT BA Ube/rt CUSTO,AER ALLOW AN ADEQUATE ROUGH OPENING D A Y E I_E NV, .,T EC F2 8< L_I F-'T 04/08/15 RETURN WALLS- RETURN WALLS AT ENTRANCES MUST BE BUILT-IN PROJECT � �¢ (Twit« BY OTHERS AFTER ENTRANCE ASSEMBLIES ARE IN PLACE ENTRANCE TI ❑U r Lady o P ❑s t r a b a rl a R,C. C h u r c h 06/01/15 S ;1 P t T# L ,.v ASSEMBLY MUST BE SECURELY FASTENED TO WALLS BY ELEVATOR J Q lj Q Sleet amass condos B. CONTRACTOR: D L_' 1=3 C=3 — L__ M -IERS ' ieMfileetirn AFTER ENUSE LIMITED APPLICATION , t I�I o LSI e IV Y 1 1 9 3 �Ha SHEET No Q 3 OF 5 —. - 1622 [63 7/8'3 _ MIN. OVERALL SIZE RFVi�I',ti _ 127 C5'] ^. _ 914 C36'] I !13---1--'' __'A}<' ;j1",-2 ,i S' FI_:;,_ CAB CLEAR OPENING Jll 1::04 I ta_w5 Y i DAY LIGHT LINE NOTE EN RANG 14ArAE ASS;MDLr IS NE' 0 CESVS.i�PIAR OVERFA :.ADS 0 0 0 ci,,rx'S if.rEFPI' -'v3.IE B- ��� - � 32 CI 1/4'3 `- 8 n--x RUNNING c 1 -DtlEP AVJ . 111 CLEARANCE I i-,_;.i - _ - —� _ r. I -� 139 1 ,'S0 254 [10'] — MOUNTING BANGLE ONLY f ca ® 0 - 0 _.._-� --a _ -- _1-=_-_-_-_-_-_ __-.: Q_ _ CAN BE REVERSE I 'n IP �I 196 C7 11/16'] 5 C3/16'] 156 C6 i/8'] 0 O o `o I I ' _r 0 FAST DOOR - SLOW DOOR + :'i,o o 1,II l _ BETWEEN DOORS 0 1 ,..i5,c 50 C2'] 50 12']-� DAY LIGHT LINE 914 C36'] v _ ,i,• ENTRANCE CLEAR OPENING I !+'!' a 1321 C52'3 11 4��_ I BRACKET REMOVABLE 1.- BOTH ti IIII� II p� _ I ---N ENTRANCE LOADS ON BUILDING I it iFADER *If INFRAIl E E(00.0 110 DALI j E IL RH = 5000 N (1125 lbf) r �'I PRO IFCTlU,a FRANC ASSEH�T AND VACL _ RVD = 1550 N (350 lbf) IRK AS PER VIII 01611 + �___ el -;: 2 ADURS CRYVAII C@RSTRUCIUa1 RVU = 1000 N (225 lbf) a IV V 507 153 M&ltMIS6 VAII i PER SECTION 2.11.11.8, IN 9I l.0I1GN 1NS1R�iICNI I F. P61635. 6363 READER ----"-1 1.-7- -0 .-=----0=_. �'' FINISHED I i �...-� r FLOOR 0_ w KH II ��l alAtA LOOSUBK- '�' I ' souI 6 uI FLOOR- � ' - I i ! _L_ „W,_m„R,I� i ,l, W S. 0111110 I CAB °h I� OE 'J'DUAL BY OiIRS 0161 I t, _ - _(1273_-1 v No II m � I I _ III OFFICE USE ONL Y• Pori No 1 .liuii�=_-.,..= ONnRAIN MN SIYR 0,0 Ycnm!Na __)•,-B Wad MI' 0-S-6.7 4 O 4 LEFT HAND SHOWN DAY El—E\/A TOR a. LIFT 0408/15 c, �AIDI\II P SP1 DDDR ASST I I\l PROJECT. gY9/0AlE ', x , p '," Our Lady of ❑straborlo R.C. Church 06/01/15 ``%Z.,„,), ..)--',.'s 4i" °r auu++tss z,.i�•, 0.11110 en DRYWALL CONSTRUCTION 36 X 80 D r a - I o_ 1--1 �_ 0rm Cu-tcI--io A �N� I I 4f No OF 5 Jue, IVY 1193 ?-_.',CATS 1622 (63 7/8'3 ;-RN-4::-.TI-k:7_ -1341.- - ,,,,<2 MIN. OVERALL SIZE = - _-_ L't.--- a' IIF 127 (5'3 FI.i ' ,NM-a,.: ,A=EY65L 5 9L R O CAB CLEAR OPENING PNOTE 'Ni;4Vi ='• a;l1+C ° •< N;21 60 C2 3/8'J - ErsE'd TU Bark D.'7`AD IMPS 1 CIIAI?AULR 1U rK,k:,-Af;01;4', Q Q Q DAY LIGHT LINE-,,,,,......o Q DNA SIRUCT,,N 1,`";Ri - -rm CA' . 32 CI 1/4'] • �c RUNNING !� ; ,- � � CA LA CRfi CLEARANCE �� �e a_a_a 1 r-J a, • ------ r-I--I1.0T 139 15 1/2'] REF ONLY —•� ._ -- --- -_-_- _ --_ _ __ -_- .._--_ ;-i I l ;--I- MOUNTING ANGLE 11114 ,, imiiiii- - ---- _ —.. '��'i- - 'i,�l. i CAN BE REVERSE I 1 O - • ® , •t 254 C10'] N o 111.0 o,:il i n..-, 1} 0 156 C6 1/8'3 5 [3/161 _ 196 C7 11/16'] •I,;,o o;;; O SLOW DOOR BETWEEN DOORS FAST DOOR ,. i� 50 C2'3 0 lailipm — -j-- [ 1 914 C36') DAY LIGHT LINE ENTRANCE CLEAR OPENING I 1321 (52'] •i BOTH BRACKET REMOVABLE ' i o limp ...,.., _ , i /_T ENTRANCE LOADS ON BUILDING AO'[•IN[(p5Ai1gIjANiVACC II PPti,iFi TEn RH = 5000 N (1125 lbf) IPIS ASS 4 Y ANU VEL SIRLCIUkt AS RIR VALL DEM _ _ --_ / R V D = 1550 N (350 lb f) Ne v 507 Y[R rmv ECA?IAG VAIL V III V501?HUUPS DR/AAI L CDNSIRU_TI,+, ---- RVU = 1000 N (225 lbf) INS1ALLA16"0i iASIRL(11DNS -,u"-'' PER SECTION 2.11,11.8. _ _ -' �— L1616' 6363 HEADER O o j _ FINISHED e _ o o 6.1 . ' 111. 80_,...m.... I j z .1 ii T , (0,,,_= ... 1 y SLID O u> Z I 1[!444 I) f offs,_'�• ,- J RH `� I SCA,E I 6 /0 ...•. .. rlAfL( NU( 'J'CHANNEL BY DINERS--/ KM 1 6 a CAB nen f �^ yr ti 3 i SDO ___I az c. I u, yro ti II11 l OFF/CE USE ONLY Py No — •�...«11 Q_...-- 1�«: _! l� 1h_ oumcimr�saswr. o,o wsrouur NaucnswswP 11-S-G7 DAY Et—EN./A"i-OR 8< LSE- 0/08/15 . RIGHT HAND SHOWN BRIDING 2 SP, mop ASSEMBLY P«o��,. _ 6741 .1'r-vticA Dur Lady of ❑strabario R,C, Church 06/0115 fa .�':JI, AUUNt�! COMMBT DRYWALL CONSTRUCTION 36 X 80 = — L_- i— �- k +am C, -t C i— O .roe«> SHEET O gl.�e,, NJ 1193 A 5 ❑F 5 PROPOSED ELEVATOR ADDITION FOR .- OUR LADOSFT A ROMAN CCHURCH LOCATED AT.- 3 000 DEPOT LANE C UTCHO G UE, NEW YORK 11935 �,"1a°e•�Cres`V�dir•esy `' ' DRAWING LIST ;r' c.£ I 5P-I.0 KEY PLAN, PLOT PLAN, SITE DATA, LEGEND, NOTES D-I.O BASEMENT 4 SANCTUARY DEMOLITION PLANS, DEMOLITION ELEVATION, NOTES <, wu:_iIieseVii yar A-I.0 BASEMENT, GRADE LEVEL it SANCTUARY FLOOR I PLANS, NOTES A-I.I PARTIAL SANCTUARY FLOOR PLAN, SECTION as DETAIL, INTERIOR ELEVATION A-2.0 SECTION AND DETAILS A-3.0 PARTIAL NORTH ELEVATION I 5-1.0 FOUNDATION PLAN, FOUNDATION SECTION, ..R.' , Vigeyard 48 .d.f DETAILS, NOTES [Cree°rl;roc I:wily r a-rm , r-{hti `I :` " acrcih velV ney' -d OSTRABRAMA ffi er , NI° 3 0 0 - TOWN OF SOUTHOLD '' 1SITE DATA EXISTING (k&I ,,, / PARKING AREA EXIST. ZONING CLASSIFICATION: 0:. 44 SHED I DISTRICT — A—C — AGRICULTURAL CONSERVATION DISTRICT ID EXIST. SUFFOLK COUNTY TAX MAP: KB) KEY PLAN I SHED 00 SE TION:ICT: 1096 Scale: N.T.S. 20 BLOCK: 5 LOT: 12.2 I I USE GROUP: HOUSE OF WORSHIP, GROUP A-3—ASSEMBLY © GENE RAL NOTES o I I I LOT AREA: 316,681 S.F. (7.27 ACRES) EXISTING _ I. ALL CONSTRUCTION 5 ALL BE IN ACCORDANCE WITH THE PARKING AREA 0 LATEST EDITION OF E N.Y.S. FIRE PREVENTION AND BUILDING CODE. _' ,— I 2. ALL MECHANICAL AIND ELECTRICAL WORK SHALL BE IN FULL __ CONFORMANCE WITH Ora UNIFORM FIRE PREVENTION AND 11 BUILDING CODES, AND LL OTHER APPLICABLE CODES AND REGULATIONS. / 12 EXISTING / ( 1 3. FLAME SPREAD OF AL INTERIOR FINISHES SHALL MEET OR PARKING AREA CH U 'CH I • I EXCEED CLASS "B" (A -E-84) . (RADIENT PANEL TEST). 4. SPACES AROUND PIPES AND/DUCTS PASSING THROUGH WALLS 4 PARTITIONS SHALL- BE FIRE-STOPPED. AREA OF 5. PROVIDE BATTERY OPTED EMERGENCY EXIT LIGHTS AS PROPOSED - EXIST. DIRECTED BY THE LOG L FIRE DEPARTMENT. ELEVATOR v I 2 STORY •;,--. - I (±153 SQ.FT. n A CLERGY b. EQUIP. ALL EXIT DOORS WI H APPROVED PANIC HARDWARE EXIST. lrr- �� 4.5.5't4.5.5't� RESIDENCE I ;, ,, . 4 3 q/23/14 ADDED GENERAL NOTES GAZEBO & , 1. GLASS IN ENTRANGEES, E'<IT DOORS AND IMMEDIATE SIDE GARDEN W V I I* E , ', I*` : 2 61/&/I4 ELEVATOR REVISION A5 PER CLIENT LIGHTS EXTENDING WITHI 18" OF FLOOR LEVEL TO BE , . SHATTERPROOF AS PER SECTION 2400. f + °��"':::: �' �� � I 1/24/14 ISSUED FOR BUILDING PERMIT " NO. DATE REMARKS 8. FACILITIES FOR THE PH IGALLY HANDICAPPED SHALL BE PROVIDED PER SECTION 1100. I - � I REVISIONS q. INSULATION AND FILL MATERIALS SHALL BE NON-FLAMMABLE. `N ROVEDAS '''• I ARCHITECTS a ENGINEERS 10. ARCHITECT IS NOT TO BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TGHNI UES, SEQUENCES, PROCEDURES OR THE DATE '=/ /' SAFETY PRECAUTIONS AN PROGRAMS INCIDENTAL THERETO. F.R. :::(,R;42/5T1(7`'.:E17'' _ hRAMMAS CONSULTANTS II. UNAUTHORIZED ALT1rRATION OR ADDITION TO PLAN IS A / / �:OTIFY ILDING DEP 208 ROUTE 104, SUITE 208, FARMINGDALE, NY 1135 __.- -_-_--) VIOLATION OF SECTION -120q OF THE NEW YORK STATE . r EDUCATION LAW. �'� 18 AM TO 4 PM FOR it.t TEL.= 631-3a3-6805 FAX: 651-5G13-6805 ',✓VING INSPECTIONS: E-MAIL: NGDG,OAOL.GOM DATION 12. COPIES OF THIS PLAN NOT BEARING THE PROFESSIONAL , .- ,I "J POURED -TWO REQUIRED ARCHITECT'S INKED OR EMBOSSED SEAL IS NOT A VALID DEPOT A \ E ' 'OURED CONCRETE TIICSC PLANS ARE AN INSTRUMENT OF TRUE TECT' JC•H-FF1','' LNG,PLUMBING, SERVICE AND ARE T}E PROPERTY ' S/ l}'C�'� -P,NG ELECTRICAL & CAULK • OF THE ARCHITECT,INFRINGEMENTS (s .dos F. (, Vic% 3 !r; " ,; WILL BE PROSECUTED. ( �4t , , 'a/ .,� 4. 1 ii�A1i '- „ : ,.7"PLIC-I'IN P. .-I_EC? . L CONTRACTOR SHALL VERIFY ALL ,. , '"� MUST " ','G ` ^ FIELD CONDITIONS AND DIMENSIONS �%�''" 4g ALL CONo i r-.0 l ICN 'i AND BE RESPONSIBLE FOR FIELD ti(�)( . l * 1/' FIT AND QUALITY OF WORK. ''' -� ` ' NO ALLOWANCES SHALL BE MADE YORK STATE. NO i ,^ IN BEHALF OF THE CONTRACTOR \\‘ t..A d>' ilb• Cr`��‘nJ DESIGN OR CONSTRUC..ION r_HRORS, FOR ANY ERRORS,OMISSIONS, „j*N/ ' NOR NEGLECT ON HIS PART. OF NtN \\.\\ PROPOSED ELEVATOR ADDITION FOR: A .'. , OUR LADY OF OSTRABRAMA ROMAN I PLOT PLAN CATHOLIC CHURCH \ Scale: 1" = 30'-0" 3000 DEPOT LANE I CUTGHOGUE, NEW YORK IIg35 1-7--) �_, ( , , ,;/ 1 PLOT PLAN, KEY PLAN, SITE DATA, LIST OF DRAWINGS, NOTES 1 1 j!u b SEP 2 9 2014 I DATE: 1/20/14 DRAWING NO. 1 j _ r_..n'__.-_. SCALE: A5 NOTED DRAWN: K.5.5 D6, 1!R:s,A,r INS'r-rCYCor1S ARE RZCIU ^ED Q Cott„c,.TOS En7',..-o rin at 76S-1560 before Dr. P — 1 0 0 E3 v.,.,, , .-. . . its •Engineer's Certification JOB No. 1375 • that the drainage has been installed to Code. " — V EXPERT REMOVAL OF EXIST. FILL EXIST. WINDOW STAINED GLASS WINDOW S FRAME. Ns OP'NG. AS REQ'D. PACK $ STORE AS RECOMMENDED REMOVE EXIST. INTERIOR GUT EXIST. CONCRETE WALL AS PROVIDE NEW LINTEL WAINSCOT MOULDINGS REQ'D. FOR NEW DOOR OP'NGS. (SEE SECTION DTL) SANCTUARY AS REO'D. (SEE ELEVATOR SPECS.) NOTIFY / 8' 2 I/2"± / GUT EXIST. CONCRETE HALL AS ■� FOR NEW ELEVATOR ARCHITECT IF EXIST. OP'NG. NEEDS 4'-4" REQ'D. FOR NEW DOOR OP'NGS. DOOR OP'NG. TO BE WIDENED. R.O.) 4'-4 3/4"t 3'-Q 3/4"± (SEE ELEVATOR SPECS.) NOTIFY �, 3'-10" / 6'-O 1/4" 8'-3 3/4"± f , ARCHITECT IF EXIST. OP NG. NEEDS y 4-4 ,, TO BE WIDENED. I (R.O.) 'I f T4 - ==='�-- _ _ ___ , _ 5 / 21-1" / 3-10 Jr, 31-6 1/2" / I (V.I.F) / 11-5" I 21-1" 31-10" 31-6 1/2" (V.I.F.) / 10'-10 I/2"± / 10'-10 I/2" / PROVIDE NEW WI2x24 REMOVE EXIST. PROVIDE NEW WI2x24 STEEL LINTEL WINDOW S FRAME STEEL LINTEL FILL EXIST. WINDOW (SEE SECTION DTL.) (SEE SECTION DTL.) PROVOP'NG. AS REQ'D. I I 1 1 (SEE SECTIONlDE NEW DTL) D-1.0 I I I I I I D-1.o BUTTRESSES TO BE DIAGONALLY BRACED DURING I I CONSTRUCTION Y.I.F. CONDITION OF FOOTINGS (TYP.) BUTTRESSES TO BE DIAGONALLY BRACED DURING CONSTRUCTION V.I.F. CONDITION OF FOOTINGS (TYP) / II /-, A BASEMENT DEMOLITION PLAN SANCTUARY DEMOLITION PLAN Scale: 1/2" = 1'-0" B Scale: 1/2" = 1'-0" REFER TO ORION ELEVATOR SPECIFICATIONS FROM SAVARIA #4854W TYPE 2 REFER TO ORION ELEVATOR SPECIFICATIONS FROM SAVARIA #4854W TYPE 2 L DEMOLITION NOTES I. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF ANY DEMOLITION. ALL WORK TO BE DONE IN A SAFE _ ��� MANOR IN ACCORDANCE WITH N.Y.S. BUILDING CONSTRUCTION CODE. 2. CONTRACTOR TO PROVIDE ADEQUATE SHORING S BRACING AS REQUIRED TO FLOOR $ WALL SECTIONS PRIOR TO DEMOLITION. 3. REMOVE ALL PLUMBING FIXTURES, CAP LINES AS REQ'D. 4. ALL EXISTING UTILITIES TO BE RELOCATED SO / AS NOT TO INTERFERE WITH PROPOSED CONSTRUCTION AS SHOWN ON DWGS. / 5. ALL DEBRIS TO BE REMOVED FROM SITE AND LEGALLY DISPOSED OF JOB SITE TO BE LEFT M BROOM GLEAN' AT THE END OF EACH WORK DAY. b. ALL FLOORS TO BE PATCHED PRIOR TO NEW TOI BE PROIFESDSIONALLY WINDOW GLASS FINISH FLOOR INSTALLATION. REMOVED. CUT/FILL IN AREA AS I REO'D. FOR NEW ELEVATOR $ (i( 1) I DOOR (SEE A/A-2.0) PROFESSIONALLY ��� I, I B.O. GLC. BALCONY REMOVE EXIST. PROVIDE NEW L- --- --------- STAINED GLASS WI2x24 STL. LINTELL ELT-i-- > WINDOW, MOULDINGS 8 TRIM ,_ _ II- - � - = _ L- _ -{ REMOVE WIND W III SILL AS REQ'D O Ii I --4 I = O CUT REMOVE EXIST. WALL 1- 0 CONSTRUCTION AS REQ'D. FOR NEW ELEVATOR DOOR I t 2 x/8/I4 ELEVATOR REVISION AS PER CLIENT w FIN. FLR_ ©_SANCTUARY REMOVE EXTERI9R I w FIN. FLR. © SANCTUARY 1 7/24/14 ISSUED FOR BLDG. PERMIT MOULDINGS (WATER--N �EL. 0: +O'-p" EL.: +O1_O�� I _ I — — - D NO. _�Q_ ! - - - - }- ATE REMARKS TABLE) AS REQ D. S Y i = - REVISIONS PROVIDE NEW B.O. BASEMENT GLS. — — WI2x24 STL. LINTEL • III ---- --- - ARCHITECTS 4 ENGINEERS EL.: -11---------0"± r- 7r -I J EXIST. BASEMENT WINDOW TO BE I =RAMMAS CONSULTANTS REMOVE EXIST. REMOVED. GUT/FILL IN AREA AS CONCRETE PAD AS -N- REQ'D. FOR NEW ELEVATOR - - - REQ'D. FOR NEW - - - - 0 DOOR (SEE A/A-2.0) A _J 208 ROUTE IOa, SUITE 208, FARMINGDALE, NY 11135 SHAFTHAY I FIN. GRADE I I REMOVE EXIST. BLDG. MOULDINGS TEL.: 631-3q3-6805 FAX: 631-3a3-6808 E-MAIL: NGDG®AOL.GOM Ii ' "+ I I LEADER AS REQ'D. FOR NEW ELEVATOR It O EL.: -5 -� I SHAFT S ENCLOSURE. REDIRECT LEADER nEfl PLANS ARE AN INSTRUMENT OFOn EXIST. BASEMENT WINDOW, UPON COMPLETION OF WORK SERVICE AND ARE THE PROPERTY OD ARe, WALL $ CONCRETE PAD TO BE of THE ARCHITECT,INFRINSEi�IErtiS 4 � • GUT EXIST. WALL FOR SHORE UP EXIST. WALL CONSTRUCTION �^� ,••�, GUT REMOVED. EXCAVATE : HILL BE PROSECUTED. ♦ S E. c NEW ELEVATOR DOOR AS REQ D. SAW CUT EXIST. FOUNDATION ,, 10, n . w ADJOINING AREA AS REQ'D. I I q �1 �.� -I OP'NG. AS REQ D. WALL FOR NEW DOOR OP'NG. CONTRACTOR SHALL VERIFY ALL j W FOR NEW ELEVATOR LIFT I I FIELD CONDITIONS AND DIMENSIONS %� `;.:, t ` ` ` 0 — — — — _ FIN. FLR. BASEMENT AND BE RESPONSIBLE FOR FIELD �, of y t �C�'% Li i i FIT AND QUALITY OF HORK. , f FIN. FLR. BASEMENT EL.: -I I -I O ± (�.I.F.) No ALLOHANCEs SHALL BE MADE , ,, , t; EXIST. FTG. IN BEHALF OF THE CONTRACTOR �,> �, cA-14 ---- — FOR ANY ERRORS,OMISSIONS, \ )• (�27I\ EL.: -I I'-10 "+ (V.I.F.) (V.1.F) NOR NEGLECT RR ON HIS PART. '� '�`` 1 DEMOLITION SECTION C DEMOLITION ELEVATION PROPOSED ELEVATOR ADDITION FOR: UR Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" OATHO DIG FOTRABRAMA ROMAN CHURCH REFER TO ORION ELEVATOR SPECIFICATIONS FROM SAVARIA #48541/4 TYPE 2 REFER TO ORION ELEVATOR SPECIFICATIONS FROM SAVARIA #4854W TYPE 2 3000 DEPOT LANE GUTCHOGUE, NEW YORK 11x35 BASEMENT & SANCTUARY DEMOLITION PLANS, DEMOLITION ELEVATION, NOTES DATE: 1/20/14 DRAWINS NO. SCALE: AS NOTED DRAWN: B.J.A. Dr. D . 1 • 0 JOB No. 13-15 FILL EXIST. HALL AS w REO'D. TO MATCH EXIST. FOR NEW ELEVATOR. (SEE DTL. FOR SHAFT FILL EXIST. HALL AS FILL EXIST. WALL AS i? ,7' ENCLOSURE UL#445) REQ'D. TO MATCH EXIST. REQ'D. TO MATCH EXIST. FOR LINTEL, FOR NEN ELEVATOR. FOR LINTEL, SEE DTL. v CSEE DTL. — 5-I z FOR NEW ELEVATOR. (SEE DTL. FOR SHAFT SECTION A-A/A-2.0 FOR LINTEL, SEE DTL. SECTION A-A/A-2.0 4'-F4" / e 1 SEGTI ON A-A/A-2.0 4 D F ,� (SEE DTL. FOR SHAFT ENCLOSURE UL#445 �z ENCLOSURE UL#4c15) 3 — CLEAR OPENING ' CLEAR I NE, / / 3'-0' .� i 5, ti q. / 6 5W 16 GJ d :1 EXIST. HALL TO BE— z I 3'-�' I ° ° EXIST. HALL TO BE I 4:-0• I / I6 O.G. 4-0• RECONSTRUCTED AS RECONSTRUCTED AS _ GAB EXIST. WALL TO BE CLEAR GAS REQ'D. TO SUPPORT REQ'D. TO SUPPORT / WIDTH RECONSTRUCTED AS ,_� 3,_�. WIDTH NEW ELEVATOR '^ a ° NEW ELEVATOR I REM:). TO SUPPORT '� / 5• MACHINE NEW ELEVATOR ROOM zo 6" LLI cli :2'6 71 - Ay_ _ w Ad, , . f......1 \ Al zio 7ci re al .1 V 5'-IO ' 8'° I- 4'-24• / V 4" 4'-8 6' - I 4u : u :, • CLEAR IN151DE / / U 5'-9• V // / 4-8 1/4 6 �, d SEE FOUNDATION PLAN '/ WIDTH PROVIDE 2 HR. FIRE , 4 I CLEAR INSIDE / ° FOR CONCRETE HALLS. I RATED ENCLOSURE FOR SEE FOUNDATION PLAN FOR CONCRETE WALLS. ` "I"' 4'-0' / ° NEW ELEVATOR SHAFT. I j� PROVIDE 2 HR. FIRE CLEAR CAB I 3'-?" I UL$445-SEE DTL.) RATED ENCLOSURE FOR 4 WIDTH ° a _ d ,� / ' = NEW ELEVATOR SHAFT. SEE FOUNDATION PLAN Z a ° NOTE: TYP. ELEVATOR DOORS ARE SLIDERS, �_ _ / 6 SW 16 G.J. 1 (UL#445-SEE DTL.) FOR CONCRETE WALLS. JI . „4 s a OP'NG. TO A CLEAR WIDTH OF 3'-O" - ° = 16 O.G. / / l „ 1_4 �„ F • d d I� LJI :itS - < a d ° °° e ° MACHINE ROOM DOOR TO BE 3'-O"x7'-O"H. --� — , _� `� - \ ,� ° S ° 4 3/4 HR. RATED N 3,-0,z. / o +I *1 �\ -4' ° -ho- CLEAR OPENING Z/ \ 3 \ -I 6'-64' 4'-24• 8• 7 ENTRY DOOR TO BE 3'-O"x8'-O"H. SOLID a v \ 1 a 8'° r / / a HOOD DOOR, SELECTED BY CLIENT 6" 0 6LCi" / 5' 6' f 7 6" II'-O 1/2" \ / / �` / r / / /6/ r da d. ° ° NI „ TYP. EXTERIOR HALL: VESTIBULE U N E X A V A T E D g 5/8" GYP. BD. ON 6" MTL. v \-4" REI F TYPE EXTERIOR WALL: ❑PEN T❑ c 1 N ORGED CONCRETE 5/8 GYP. BD. ON 6" MTL. VESTIBULE TA^ STUDS @ I6" O.G. 5\LAB ON GRADE 1 STUDS © 16" O.G. - 5 " HIGH DENSITY R-21 BATT i X N 5 " HIGH DENSITY R-21 BATT BELOW ° a INSULATION So \ / INSULATION 5/8 DENS-CLAS GOLD 5/8" DENS-ELAS GOLD E.I.F.S SYSTEM TO MATCHE.I.F.S SYSTEM TO MATCH EXIST. (SEE SECTION A/A-2.0 4 D L • \ / EXIST. (SEE SECTION A/A-2.0) e ° °a ° °° dO as d ° °' $ \ \,1 Iy. 12'-0 " 6'-04• CO-04' 6Y . .. - G I R 30 6, . / / SOLID WD. ----' I -O 1/2" A _ DECORATIVE 30 / / li EXTERIOR DOOR A-2.0 12,-0" A A-z.0 9 / A © A A-2.0 BASEMENT FLOOR PLAN OSANCTUARY FLOOR PLAN �'� C Scale: 1/2" = 1'-0" FLOOR PLAN @ EXTERIOR GRADE �'' C-C) Scale: 1/2" = 1'-0" �� B REFER TO ORION ELEVATOR SPECIFICATIONS FROM SAVARIA #4854W TYPE 2 Scale: 1/2" = 1'-0" REFER TO ORION ELEVATOR SPECIFICATIONS FROM SAVARIA #48541^1 TYPE 2 LIMITED USE LIMITED APPLICATION (LULA) ELEVATOR SHALL BE IN FULL REFER TO ORION ELEVATOR SPECIFICATIONS FROM SAVARIA #48541^1 TYPE 2 LIMITED USE LIMITED APPLICATION (LULA) ELEVATOR SHALL BE IN FULL GOINFORMANGE WITH ICG/ANSI Al17.1-2003, ASME A17.1 LIMITED USE LIMITED APPLICATION (LULA) ELEVATOR SHALL BE IN FULL CONFORMANCE WITH IGC/ANSI A111.1-2003, ASME AI7.1 CONFORMANCE WITH ICG/ANSI A117.1-2003, ASME A17.1 NOTE: ELEVATOR INSTALLER TO FILE ELEVATOR SHOP DRAWINGS AS REQUIRED UNDER SEPARATE APPLICATION 2HR FIRE-RATED SHAFT WALL / _ — © (UL DESIGN #U495) AREA TO BE 3 4/23/14 AS PER TOWN OF SOUTHOLD COMMENTS uNDERPINNNED UNDERPINNING NOTES: ALTERATION NOTES 2 4/8/14 ELEVATOR REVISION A5 PER CLIENT I. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS 1 1/24/14 ISSUED FOR BLDG. PERMIT <r I. OVER UNDERP4'INWIDE ANDNING SHALL BESPACED DONEAT INLEAST SECTIONS APART.NOT PRIOR TO COMMENCEMENT OF ANY DEMOLITION. ALL WORK TO BE DONE IN A SAFE MANOR iN ACCORDANCE WITH N.Y.S. NO. DATE REMARKS FIRE CAULKING // // /// 2. EXCAVATE SECTION "A" FIRST AND POUR GONG. BUILDING CONSTRUCTION CODE. REVISIONS (TOP, BOTTOM) EXIST.AFOUNDATION _p 0 PACK INSTAUNDERPINNINLLED.ED.AFTER "A" EECTION HAS SET 4 UNDERP UNDERPINNING WITDRY 2. ALL DIMENSIONS AND ELEVATIONS TO BE VERIFIED AT SITE ARCHITECTS ENGINEERS H STRUCTURE - SECTION "B", AFTER "B" HAS BEEN COMPLETED, 3. ALL REQUIRED GUTTING AND MATCHING TO BE DONE BY HAND. 7—, (TYPa FIRE SAFING INSULATION, FILL - - N— INSTALL SECTION "C", AFTER "C" HAS BEEN 4. WHERE EXISTING WORK I5 TO BE GUT , UNDERPINNED AND, OR J RAMMAS CONSULTANTS VOID SOLID w/PREMOLDED DECK _ COMPLETED, INSTALL SECTION "D". REMOVED CONTRACTOR SHALL PROVIDE ALL NEEDLINGFILLER ENTIRE LENGTH _`� m3. UNDERPINNING SHALL BE "CONTROLLED INSPECTED" SHORING BRACING, WEDGING AND DRYPACKING AND SHALL BY A P.E. OR R.A. BE RESPONSIBLE FOR THE SAFETY OF THE STRUCTURE DURING208 RouTE loa, suITE 208, FARMINGDALE, NY 11735 METAL TRACK ANCHOR Ir' THIS OPERATION. TEL.: 63I-393-6805 FAX 631-393-6808 TO SLAB ABOVE — — — —_ —— —_) -� - 4. THESE DETAILS ARE SUGGESTED DETAILS. THE 5. CONTRACTOR TO REPAIR AND PATCH ANY AREAS ALTERED �_ ` UNDERPINNING CONTRACTOR SHALL DETERMINE THEE-MAIL: NGDC.®AOL.GOM ACTUAL UNDERPINNING METHOD. DEPTH AND SIZE OR DAMMAGED DURING PROCESS OF ALTERATION. n 1 C AND ARE AN INSTRUMENT OF / 2'-O" / 2'-7 1/2" 2'-4" 2'-4" / 2'-4" / OF PITS, BEARING LEVELS AND DETAILS. THE LINE OF FINISHED CEILING —� I A D '� A I B C CONTRACTOR SHALL PREPARE AND SUBMIT SERVICE AND ARE PROPERTY �, ��" 1� j; 6. THE CONTRACTOR IS CAUTIONED TO MAKE CONTINUOUS OF THE ARCHITECT,INFRINGEMENTS i �� i i SHOP DRAWINGS FOR REVIEW. OBSERVATIONS OF THE STRUCTURE DURING THE PERFORMANCE WILL BE PROSECUTED. 449'' N. r' -a �C� MTL STUD 6" 25 GA 16" O.C. WI i 5. MAINTAIN 30 DEG. ANGLE OF REPOSE FOR ALL OF HIS WORK. SHOULD HE BECOME AWARE OF ANY SITUATIONS CJ �‘4.111:.) FIRE RATED BLANKET INSULATION 1=: :��.,.. EXCAVATIONS NOT SHORED. THAT REQUIRE FURTHER INVESTIGATION OR STUDY (SUCH AS HEW CONDI ONS AN DIMENSIONS ALL R ; FIELD CONDITIONS AND DIMENSIONS ;•+ti (OPTIONAL) �� CRACKS IN MASONRY OR PARTITIONS, ADDITIONAL AND BE RESPONSIBLE FOR FIELD * .e=' . ,i DEFLECTION, ETC.) HE SHALL NOTIFY THE ARCHITECT BEFORE FIT AND QUALITY OF WORK �-:;, .. `-- 5/8" GYP. BD. PANELS, TWO LAYERS / ', -��. PROCEEDING. No ALLOWANCES SHALLBE MADE � �, ac- IN BEHALF OF THE CONTRACTOR , 02: 1 . 1. ALL WELDING TO BE PERFORMED BY LICENSED HELPERS AND FOR ANY ERRORS,OMISSIONS, STAGGERED ON EACH SIDE, SIDE I TO MEET THE REQUIREMENTS OF THE A.W.S. NOR NEGLECT ON HIS PART. 'OF t..I NV EXTENDED TO SLAB. USE TYPE X i � _ UNDERPINNING PLAN B. ALL EXISTING WORK DESIGNATED TO REMAIN WHICH 15 ~a FOR FIRE-RATED WALL D = DISTURBED BY THE REMOVAL OF ANY OTHER WORK SHALL BE PRO's ELEVATOR ADDITION FOR, Scale: 1/2" 1-0 REPAIRED AS REQUIRED TO INSURE STRUCTURAL STABILITY. OUR LADY OF OSTRABRAMA ROMAN 4. ALL ELECTRICAL, MECHANICAL, AND/OR PLUMBING WORK NOT CATHOLIC CHURCH REMOVED IN ITS ENTIRETY SHALL BE GAPPED AND 3000 DEPOT LANE MTL STUD TRACK ANCHOR TO _ PERMANENTLY SECURED IN PLAGE. CUTCHOGUE, NEN YORK 11435 CONC. SLAB 1110 10. ALL EXISTING UTILITIES TO BE RELOCATED SO AS NOT TO BASEMENT, GRADE LEVEL & INTERFERE WITH PROPOSED CONSTRUCTION AS SHOWN ON SANCTUARY FLOOR PLANS, NOTES DRAWINGS. FLOOR SLAB / / / II. ALL DEBRIS TO BE REMOVED FROM SITE AND LEGALLY DATE: "7/20/14 DRAWING NO. DISPOSED OF JOB SITE TO BE LEFT BROOM GLEAN' AT THE END OF EACH WORK DAY. 12. ALL FLOORS TO BE PATCHED PRIOR TO NEW FINISH FLOOR SCALE: AS NOTED INSTALLATION. DRAWN: B.J.A. Dr. A 1 JOB No. 1315 . e V ? HOOD BLOCKING AS REQ'D., SECURE TO EXIST. CEILING JOISTS ® 16" O.G. (TYP.) _ k B.O. GLC. @ BALCONY./ \ \ -7' ' PROVIDE FINISHED EDGE 10,--11 .P.-- ► � �' EL.: +10'-2" WOOD MOULDING TO ��� ���� I MATCH EXIST. (TYP.) PROVIDE CONT., CLEAR RECESSED METAL HOUSING IN • SILICONE CAULKING, TOP (TYP. TOP 4 BOTTOM) 4 BOTTOM (TYP.) • TEMPERED GLASS AREA OF PANELS (TYP.) PROPOSED ELEVATOR PROVIDE CONT., CLEAR RECESSED METAL HOUSING © SILICONE CAULKING, TOP I (TYP. TOP 4 BOTTOM) in ff BOTTOM (TYP) —NEW 31-0" FRAMELESS, NEW (2) 2'-8" FRAMELESS, NEW 3'-3" H. HALL TEMPERED GLASS DUAL SWING TEMPERED WRECESSED, BUTT 1 _.....m..... FINISHED WOOD GAP DOORS (8'-O" H.) GLASS DOORS (8'-O" H.) SEAMED GLASS TO A-1.1 PROVIDE WOOD _ EDGE MOULDING TO k EACH SIDE AISLE / \ / UNDERSIDE OF BALCONY BLOCKING AS REQ D. MATCH EXIST. (TYP) (t10'-2" A.F.F) (TYP.) 4" METAL STUD TOP I ` - Z • \ V \ TRACK (TYP) vt A // I / \ O - z 5/8" GYP. BD. EACH SIDE w/WOOD PANELS '79TO MATCH EXIST. (TYP) PROPOSED REAR AISLE PROPOSED REAR AISLE = i ik) I w 4" METAL STUDS 16" O.G. (TYP.) / 1 F LINE OF EXIST. PEWS CENTER AISLE LINE OF SIDE AISLE HOOD BASE MOULDING SIDE AISLE - TO MATCH EXIST., SIDE AISLE / 3'-6" 14'-8" 5'-10" 14'-8" 3'-6" / _ EACH SIDE (TYP) Q V 1 \ \ = 4k EXIST. FIN. FLR. EL.: +O' O" 4" METAL STUD TRACK, SECURE TO EXIST. FLOOR STRUCTURE (TYP) NA PROPOSED SANCTUARY ENTRY FLOOR PLAN Scale: 1/2" = 1'-0" (1) GLASS WALL DETAIL Scale: 1 1/2" = 1'-0" V ,(-) n ,Q ,.„ ,.(-) . n ,(-) I 1 //-) /(-) n ,n , ,Q , ( \ pn- \ \ \ ,(- ,(-) , I , rw4 EXSIT. BALCONY RAILING ABOVE (TYP) B.O. GLS. @ BALCONY 1 EL.: +I0'-2" / / / / j i i /i' / 'i / / RECESSED, BUTT SEAMED 3 x/23/14 AS PER TOWN OF SOUTHOLD COMMENTS :// GLASS TO UNDERSIDE OF / i BALCONY ABOVE (TYP.) 2 x/8/14 ELEVATOR REVISION AS PER CLIENT „ / ; , : / // — „ / • // • / I 1/24/14 ISSUED FOR BLDG. PERMIT / /� / // NO. DATE REMARKS j% i; i / j''` / �/ / / REVISIONS j / // / / //" / / ;', % © ARCHITECTS ENGINEERS //: ' j /" IIIII:' 11 / // u RAMMAS CONSULTANTS TEMPERED GLASS ny'fF. tort IIII,IlIll / 208 ROUTE 109, SUITE 208, FARMINGDALE, NY 11135 / //:/ / : , / / , TEL.: 631-393-6805 FAX: 631-393-6808 E—MAIL: NGDC®AOL.GOM n IE;C PLANS ARE AN INSTRIR�NT of ��� /�' SERVICE AND ARE T}E PROPERTY �� ��j,ti OF THE ARCHITECT, HFRIR6EMENTS �� s , j ' WILL BE PROSECUTED. �cc, �g5,'q ,, r Cv �:;,1'; CONTRACTOR SHALL VERIFY ALL ,• . FIELD GONDInONS AND DIMENSIONS : :� . 1 AND BE RESPONSIBLE FOR FIELD �,. °, r ?, FIT AND QUALITY OF WORK. ' = + NO ALLOWANCE,SHALL BE MADE IN BEHALF OF 11-IE CONTRACTOR :% Ei7�te+ .„ FIN. FLR. FOR ANY ERRORS,OMISSIONS, \\I",y4, '-;1-• rk- r•.I-;, �� - NOR NEGLECT ON HIS PAR r _ ;,,;' BASE 4 TOP EDGE MOULDINGS V I (2) NEW 2'-8" FRAMELESS EL: +O O © NEW 3 3 H. HOOD PANELED HALL PROPOSED ELEVATOR ADDITION FOR. TO MATCH EXIST. (TYP.) DUAL SWING TEMPERED TO MATCH EXIST. (TYP.) OUR LADY OF OSTRABRAMA ROMAN GLASS DOORS (8'-0" H) CATHOLIC CHURCH 3000 DEPOT LANE GUTCHOGUE, NEW YORK B PROPOSED SANCTUARY ELEVATION PARTIAL SANCTUARY FLOORS PLAN, SECTION Scale: 1/2" = 1'-0" DETAIL, INTERIOR ELEVATION DATE: 1/20/14 DRAWING NO. SCALE: AS NOTED DRAWN: B.J.A. Dr. A- 1 JOB No. 1315 V SECTION A—A .— 6 T 16 TOP I e e & BOTTOM 6SW16 HEADER I EXTERIOR WALL INFILL: 6 SW 16 STUDS ® 16" O.G. 5 "HIGH DENSITY R-21 BATT �4) 10-16 © 2 O.C. INSULATION TOP s BOTTOM 1 5/8" DENS-GLASS USE WEB STIFFENER @T( POST ENDS TY j I E.I.F.S. SYSTEM (TYP.) „ P' AT EACH END 12 OC IN BETWEEN /j INSTALL MTL. `��! I - „ „ FLASHING AS REQ'D. / 10 P.A.F. (TYP.) PROVIDE l'-0" x 2'-0" � /Amu- SURFA E MOUNTED ASPHALT SHINGLES TO MATCH EXIST. �� TYPICAL LINTEL PROVIDE MINIMUM AMBIENT - FLOURfl/.ENT FIXTURE 15# FELT PAPER �� V.I.F L THICKAG LIGHTING OF 5FT/G OR 54 LUX 3/4" PLYWD. SHEATHING 1 Scale: N.T.S. AS SELECTED BY CLIENT OVER / 5 8 J I6 RAFTERS ® I6" O.G. �Ilr� iI 614/(521/4) SW 18 STUDS 16" O.G. R A II ELEVATOR AREA i I * 12 �� w/(2) LAYERS 5/8 GYP. 51� 6 J I6 GLG. JTS. � I6 O.G. : I BD. EA. SIDE (TYPa(UL#4a5) R-30 BATT INSULATION o — — (2) LAYERS 5/8" GYP. BD. 12 GA. CLIP k►. 0, 12 GA. CLIP ANGLE, EXP. ANGLE 00 BOLT TO EXIST. WALL STIFFENERS TYP. iIl 8 T 16 10.A666 .161666= -66.21.4 1 10 MI ir 40 PROVIDE GLG. MOUNTED STIFFENERS TYP. � B.O. GLG. BALCONY LED PENDANT FIXTURE AS Lt. , EL.: +IO 2 SELECTED BY CLIENT - r. o !I '— " 12 GA. CLIP ANGLE �►� Irk 4 SW 18 STUDS ® 16" O.G. FASCIA BD. — II ( iIc��ttilitdlEiEiE����EE� iE E I �� •=' 5/8" GYP. BD. (TYP.) 4 D • 14/GUTTER ,:III. . ��' 1 8 T I6 I6 GA. CLOSURE LII- (r6 J I6 GLC. JTS. 16" O.G. TYP. LINTEL TRACK, BENT � R-30 BATT INSULATION.' w/5/8 GYP. BD. 0 0 (SEE AA/A-2.0) T VENTED SOFFIT 00 SEALANT OVER BACKER—' I 1• j PROVIDE WALL MOUNTED ROD 6 JOINT (TYP) 4 SCONCE FIXTURES AS111 SELECTED BY CLIENT TO TYP. HEADER �� ELEVATOR LIFT MATCH EXIST. (SEE DTL.) �� I �� HOISTWAY MAST Aj, �� -ILII (SEE MFG. SPECS.) ' 4 SW 16 STUDS @ I6" O.G. ' MEIN1 (2) 5/8" GYP. BD. EA. SIDE -� ' M ( k6 GRADE FLOOR REFLECTED CEILING PLAN 6 SW 16 STUDS ® I6" o.G. (TYP) (SHAFT ENCLOSURE :111 _= z �� B 1/2" = 5 " HIGH DENSITY R-21 �, Scale: l'-0" � UL#4�I5) I z BATT INSULATION �� . 0 REFER TO ORION ELEVATOR SPECIFICATIONS FROM SAVARIA #4554W TYPE 2 w/ 5/8" DENS-GLASS AND 4, I r 0 E.I.F.S. SYSTEM (TYP) I �� I 0 LIMITED USE LIMITED APPLICATION (LULA) ELEVATOR SHALL BE IN FULL �� D CONFORMANCE WITH ICG/ANSI A111.1-2003, ASME A17.1 �� TYP. HEADER (SEE DTL) I! W 00 II ILI Iii; , U 0 0 1 MI MIO lid SEALANT OVER BACKER T' CONT. HEADER I' MSN ROD JOINT i4/DRIP (SEE DTL i ;i EDGE (TYP) I it, FIN. FLR. @ SANCTUARY - - '�_ EL. +OI-0" TYP. EXTERIOR OR = © 2HR FIRE RATED SHAFT WALL Do z B.O. GLG. © BASEMENT (UL DESIGN #U495) (TO BE SELECTED BY CLIENT) - O ! 41 EL.: —I1—OII± I EXIST. WINDOW 11 I I i- 0 ;ma aHEAR . AIN I tili I; �� TYP. WALL INFILL �:: �� 6 SW 18 STUDS ® I6" O.G. 6TI6, EXP. BOLTINTOTOP i>. �� FIRE CAULKING ' // / OF FND. HALL ® 16" O.G. � �� BD. SIDE) S(TYP.)UL 4x5) TOP BOTTOM) /// /l / (AT HALL BEYOND) W 11 ir Ed a _ �� STRUCTURE 1.---.—.-------71:1! It• II -TYP. LINTEL 0 l� . i t� (SEE A/A-2.0) 3 x/23/14 AS PER TOWN OF SOUTHOLD COMMENTS FIRE BOEING INSULATION, FILL �y � � el IVOID SOLID w/PREMOLDED DECK FIN. FLR. '' •�--' 2 x/8/14 ELEVATOR REVISION AS PER CLIENT FILLER ENTIRE LENGTH FIN. GRADE EL.: -5 -64"± ; ° ° d ° I 1/24/14 ISSUED FOR BLDG. PERMIT / d NO. DATE REMARKS METAL TRACK ANCHOR _ EL.: -5'-gill+ , r. '-:,V--1-17/14--2--,. -:,V-1 7/ ,T ,__ ° ° � L, _ ,__, CUT EXIST. MASONRY REVISIONS TO SLAB ABOVE - - - - - -- I- _ �I IIii ���� i i�_:i�-� � , = I- = -III - l i-:r ° � -11111, ; HALL FOR NEW -11E-111--71 ° ELEVATOR DOOR OP'NG. ARCHITECTS 1 111 ,EGTS d ENGINEERS LINE OF FINISHED CEILING - _ .°° Z _ t_ -11 I�`� 1 - ° L=RAMMAS CONSULTANTS MTL STUD 6" 25 GA 16" O.C. W/ > ) 1 6 -1 II `� ° ° Mill I CZ O FIRE RATED BLANKET INSULATION ° HATERPROOF _:_:; —ID HALL AROUND 'III .-t__} O 208 ROUTE IO' , SUITE 208, FARMINGDALE, NY 11135 (OPTIONAL) ° ^° 63I-393-6808 �� — ELEVATOR HELL -r . Q TEL.: 631-3'15-6805 FAX: `y I'_-TY E-MAIL: NGDC.®AOL.GOM 5/8" GYP. BD. PANELS, TWO LAYERS I 1/I-- ) ' L _ —I — r w STAGGERED ON EACH SIDE, SIDE ;, - 1 STEP FTG. / 1 eT1 w nlr PLANS ARE AN INSTRUhENT of �, p AAS EXTENDED TO SLAB. USE TYPE X J I _ °° i� SERVICE AND ARE TFE PROPERTY � BEYOND L — —� — d - THRESHOLD AS PER OF ARCHITECT,INFRINGEMENTS ��,` re).' E. 0-141- `�� *.' FOR FIRE-RATED WALL -I ELEVATOR MFG. SPECS. • - — —I — �t .°. I El MI CONTRACTOR SHALL VERIFY ALL � �" f ° Ill 1• FIN. FLR. BASEMENT FIELD GONDIT10N5 AND DIt�NSI0N5 ;,. I '.�' ;� • i 1. AND BE RESPONSIBLE FOR FIELD , t ° =.1� m�.� '-10 II FIT AND QUALITY OF WORK -`:";` Ya�i' MTL STUD TRACK ANCHOR TO ?r 9 . .. "=per ELNO ALLOWANCES MADE .s> .14 1` / 4, Io_m1_n1 .. _ IN BEHALF OF THE CONTRACTOR y� C1 J'l� 4.. CONC. SLAB hi O. I T 1 II _ - - ° I'�, a °, ° NOR NEGLECT ON HIS PART. \ ��``� FLOOR SLAB / ° ° ° ° d d ° °�' d ° ° ° .d PROPOSED ELEVATOR ADDITION FOR: OUR LADY OF OSTRABRAMA ROMAN CATHOLIC CHURCH A 3000 DEPOT LANE GUTCHOSUE, NEW YORK 116135 A PROPOSED SECTION DETAIL Scale: 1/2" = 1'-0" SECTION, REFLECTED CEILING PLAN, DETAILS REFER TO ORION ELEVATOR SPECIFICATIONS FROM SAVARIA #4854W TYPE 2 LIMITED USE LIMITED APPLICATION (LULA) ELEVATOR SHALL BE IN FULL DATE: 7/20/14 DRAWING NO. CONFORMANCE WITH ICC/ANSI A117.I-2003, ASME A17.1 • SCALE: AS NOTED DRAWN: B.J.A. Dr. A-2 JOB No. 1375 • 0 I I I I j II I I / I I 1 1 I --'--- ---- I I i - J ' EXIST. STAINED GLASS - 1 1 -- WINDOW TO BE - -- - /\ All, z -I . PROFESSIONALLY L_ -.. _ 1 , 1 , I , -- - --- - i 1 - } j REMOVED / - - - ----- - - - I I I T T T -- J I 1 - --- _-- - _ 1 1 1 1 1 1 111- `7��If I I I I I l ___ _ 1 I 1 I L -- I I _ _ IIM PROVIDE 1 1 1 1 7 1 1 1 i 1 1 -- _ . 1 I 1 l I I I I I . NINIIII - - r_ FLASH'NO AS REQ D. 1 I - 1 I 1 .,.. .., 1 I 1 - _ - rr IIIIII ��T I I 1 __— -- - I 1 J I I I I I L —w— --w--�� w w—w-----.- --_ --. -- rte_ .- IEMIE 11111 - - - _ __ _ 1 1 1 1 1 1 1 , - - _-- w_---r __ - MUM IEN -��_ _& - -- - --- w-- I I 11 I �� N---M1111- -w�--- J T - --Nw- N•11- --_ — �� w— ------�i�-- '- - 1--T - =r rrrr I -�� -= -- � -_-- == - NEW ASPHALT -. - -1 _L I 1 ---1 _----- - S-T - __-_--_ - -- ROOF SHINGLES -- i - - __- --- ==- - -r--� NM__ AMY ._ _ TO MATCH EXIST. -_-- L_-I _I _7 - ---I. --w--�.1111 MINT �_-- '- .06......... . -_��-_�_�_--i_ - -- - I - _-- _---mis— -- -' . --- EM• �f- -- __ ----- EMI ASPHALT ROOF SHINGLES .. .L., ...... r=- - = =r - -- INI MAIM -- - - INSTALL E.I.F.5. SYSTEM -� ---__— --- --_ r- _1- ___ — TO MATCH EXIST. = - == - —� r=_ ► TO MATCH EXIST. FACADE iiiTrr— - -- --- —.—. CT--- _ _ .- - (SEEO -------- I = �ZN . TER L ' D '-- �� "NEN. } •IMEMNIIIMNINIENINIM 5*� r. ==- r I H EX I ST e------- - _ � ��-- ------ ----- - ----_ _ E 44 UA I E TO •-I —r --w En _alimmoommommiewmommommilm �w-- --w---`�------�� — _--- — — NEW GUTTER LEADER, _ 11111.11111111.". \t--- CONNECT TO EXIST. ww —r---��—� ----www- - ■--- w•r j EMI L rc�___-- ��-------. .. .----- ■--- —__ — . — — - EXIST. GHURGH DRAINAGE SYSTEM -__-------Y-� ------- - ------ - — T ■� == z _________, _._r==- EIEMEIMI - �n" D I A. 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" EXP. -11-. m (TYR) 1. THE DESIGNB.C,.N.Y.MATSERIAL. (CHAPTER AND METHODS19) OFREQUIREMENTS CONSTRUCTIONFORREINFORCED SHALL COMPLYCONCRETE WITH ° TACI 318 LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE. Q \ \ \ COMPRESSIVE STRENGTH AT 28 DAYS (f'c) FOR REINFORCED CONCRETE I ' da SHALL BE 3000 PSI. FOR FOOTINGS & PEDESTALS. COMPRESSIVE STRENGTH • 7 AT 28 DAYS (f'c) FOR REINFORCED CONCRETE SHALL BE 4000 PSI. (AIR p ENTRAINED 5% - 7%) FOR RETAINING WALLS, FIRST FLOOR SLAB AND ALL d -i EXPOSED CONCRETE. S EXIST. WALL TO BE— ./ : ° `: --1RECONSTRUCTED AS / ° m 2. CONCRETE AND REINFORCING MATERIALS SHALL CONFORM TO THE 3.0 NOTE: 'D' IS THE +� FOLLOWING STANDARDS: REQ'D. TO SUPPORT DEPTH OF FOOTING NEW ELEVATOR % ; ° ° In- \ - ° k /6�� A. PORTLAND CEMENT AS PER ASTM C150. B. AIR-ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C-260. HALL FOOTINS INTERIOR FOOTINS ti ° `I \ \ C. CONCRETE AGGREGATES AS PER ASTM C33 OR ASTM C330.° 1 t- D. WATER SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF DRILL AND EPDXY $ �p d ° DRILL AND EPDXY OILS, ACIDS, ALKALIS, SALT, ORGANIC MATERIALS AND #4 DOWELS ® I -O OC. VERT. w/6"MIN. EMBEDMENT ^° #4 DOWELS @ 1'-o" OG. DELETERIOUS SUBSTANCES. 2" DEEP SAW GUT (OR 1/3 x SLAB (TYP. BOTH SIDES) a/ 5'-a" /�£�'/ 4'-3 1/2" / 8"/ VERT. w/6"MIN. EMBEDMENT E. DEFORMED REINFORCING BARS SHALL CONFORM TO ASTM A615 THICKNESS) WITHIN 24 HOURS OF ° (TYP. BOTH SIDES) GRADE 60. POUR (DO NOT INTERRUPT MESH) 2 ° F. WELDED SMOOTHWIRE FABRIC FOR CONCRETE REINFORCEMENT H I — NOTE: PROVIDE DIAGONAL ° NOTE: PROVIDE DIAGONAL SHALL CONFORM TO ASTM A185 AND A82. BRACING EACH BUTTRESS d °d BRACING EACH BUTTRESS x x x x x �< x x 3. ALL BARS SHALL BE SECURELY HELD IN PROPER POSITION WHILE T ° ° 1=1I1=111- #4 DOWELS CONT. ° PLACING CONCRETE. IF REQUIRED, ADDITIONAL BARS OR STIRRUPS METAL KEY-FORM =111=111= T/3 I'-O" OG. VERT. (TYP) �< ° s 4 ° ° ° ° ') ° SHALL BE PROVIDED BY THE CONTRACTOR TO THAT EFFECT. (STOP MESH) #5 12x5'-O" +I ° \ ° ° d ° ° \ +1 ° ° +� 4. MINIMUM CONCRETE COVER OF REINFORCEMENT SHALL BE AS PER ACI- CONTROL JOINT IN ADDITION �_ 8" 6'-5" ( 4'-3 1/2" _� 8" 318, LATEST EDITION. TO MAIN REINFORCING — / / / CONSTRUCTION JOINT PROVIDE WATERPROOFING f 5. PROVIDE MINIMUM W.W.F. 6X6 - W1.4 X W1.4 WELDED WIRE FABRICS AROUND ELEVATOR SHAFT 4i3- . IN CONCRETE SLABS. PLACE MESH 1" CLEAR FROM THE TOP OF SLAB. VERTICAL CONST. (TYP.) 6. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN O.D. TYPICAL SLAB ON GROUND DETAIL JOINT IN WALL +1 4 LARGER THAN 1/3 TIMES THE SLAB THICKNESS AND SHALL NOT BE NOTE: 4 in k SPACED CLOSER THAN 3 DIAMETERS ON CENTER. ALUMINUM CONDUIT tY CONTROL JOINTS/CONSTRUCTION JOINTS SHALL GREATS PANELS UNEXCAVATED V SHALL NOT BE PLACED IN CONCRETE. NO CONDUIT SHALL BE PLACED OF 800 SQ. FT (MAXIMUM) / 4 '�t IN SLABS WITHIN 12" OF COLUMN FACE. PROVIDE STEP FTG. /� AS REQ'D. (TYP.) / "�--� 10'-8 1/2" / g�/ 7. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REINFORCING STEEL —I/`— TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. - HORIZ. BARS HORIZ. BARS 4 8. CONTRACTOR SHALL SUBMIT DESIGN MIX TO THE ENGINEER FOR APPROVAL. ° ° d ° \ \ ° THE CONTRACTOR SHALL TEST A MINIMUM OF TWO CYLINDERS FROM EACH DOWELS SAME ,: ° °< d ` ° ° ° ° d °° d e I —3 MIX/DELIVERY TO VERIFY STRENGTH AND SUBMIT RESULTS SIZE /t SPACING J., = - - \ I \ ° ' " ° <° \ ° TO THE ENGINEER. AS HORIZ. BARS Q - I 1/2" 9. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL 12 -0 CONDUITS, PIPE SLEEVES, WATER STOPS, INSERTS, GROUNDS AND / / ALL OTHER EMBEDDED ITEMS SHALL BE IN PLACE BEFORE PLACEMENT Lit OF CONCRETE - SEE MECHANICAL, ELECTRICAL AND ARCHITECTURAL + 4 / DRAWINGS FOR PERTINENT DETAILS AND REQUIREMENTS. o II 4 A 10. ON-SITE INSPECTION: S-1.0 CONTROLLED INSPECTION CONDUCTED BY AN INDEPENDENT TESTING 2 —0 2'-Or _ LABORATORY RETAINED BY THE OWNER. THE FOLLOWING TESTS AND CHECKING SHALL BE PERFORMED AND DOCUMENTED: INTERSECTING HALL DETAILS 1) PREPARATION AND TESTING OF CYLINDERS. NOTE : 1 FOUNDATION PLAN 2) SLUMP. LAP REINF. AS SHOWN OR PROVIDE CORNER BARS WHERE WALL REINF. Scale: 1/2" = 1'-0" 3) AIR CONTENT. IS DIFFERENT, LAP LARGER SIZE BARS REFER TO ORION ELEVATOR SPECIFICATIONS FROM SAVARIA #4854W TYPE 2 4) UNIT WEIGHT. 5) VERIFY THAT WEIGHTS AND RATIO CONFORM WITH THE PRE- QUALIFIED MIX, ADJUSTED FOR MOISTURE CONTENT AND GRADATION OF AGGREGATES. TYPICAL JOINT DETAILS 6) TEMPERATURE. .1 Scale: N.T.S. 7) SIZE AND DIMENSIONS OF CONCRETE AND FORM MEMBERS. )/2" PREMOLDED 8) SIZE AND POSITIONS OF REINFORCING. NEW PERIMETER JOINT (TYP.) NEW INTERIOR 9) PLACEMENT OF CONCRETE, TEMPERATURE PROTECTION AGAINST WALLS (SEE A-2.0) / ELEVATOR WALLS 4" REINFORCED r (SEE A-2.0) EXCESSIVE TEMPERATURE CURING. CONCRETE SLAB ON 6 10) FILING AND OBTAINING APPROVAL OF ALL TEST AND INSPECTION ® CORNER ® END GRAVEL ON REPORTS INCLUDING CONCRETE PRODUCERS CERTIFICATES WITH . � FIN. FCOMPACTED FILL (TYP.) BUILDING DEPARTMENT (IF REQUIRED). .P, :1. EL. -55:'-661::+ 4_ :i4-'.!''',::. FULLY GROUT AIL CELLS FIN. GRADE ° ETH VERT. REEF. TYP "± ri E - +'Y! ° • ' 15 co .,NTVERT. EL.: -S -� ° �, y , ,: - it .•tli�lr TYP., U.O.N. - ri -irk - 11=117---X t d SEE DETAIL 121EXTERIOR -1 � ! 111 11 _!�n TIE WIRE ® 16"o.c. E CORNER MASONRY 2" THICK RIGID INSULATION (TYiP. ® °g" 6'-2" -I 8"° 6'-a ° µ�.:•,-,•. .., -=�;;;»: 3; {. i►1I \ PERIMETER WALLS) ;�- I f ° Y.�6 F • li _ - _! u� ° EXIST. FOUNDATION/BASEMENT ' mss,-,i 't. z•; ` _'but sa :-.t'- . .'._. t;►•: .._ �. f: ���. WATERPROOF 4 �/ #4 @ 1'-0" O.G. WALL (SEE A-I.0 4 D-I.0 FOR WALL AROUND VERTICAL (CONT.) ADDITIONAL INFORMATION) (3)#5 CONT. 7 _- L — - -I- ELEVATOR WELL fir (SEE FND. PLAN) S WINDOW OPN'G, DOOR OPN'G, 2 a/8/14 ELEVATOR REVISION A5 PER CLIENT 24"o.c. TYP. / J OR END OF WALL ° STEP FTG. I- _I— -1 I 7/24/I4 ISSUED FOR BLDG. PERMIT BEYOND NO. DATE REMARKS�c ° REVISIONS TYPICAL MASONRY DETAILS 2 L 7 2 SIL - - -1- ' 5 ° Scale: N.T.S. I Y`-)- FIN. FLR. BASEMENT ARCHITECTS d ENGINEERS L - - — i ° EL.: -I I:-10 ::+ B.O._ PIT_ _ —p —I- 7 ° r I..7 RAMMAS CONSULTANTS Y�d . EL.: -13 -1 ��± 1- — — - r , . ° ° ° ° 208 ROUTE 10c1, SUITE 208, FARMINGDALE, NY 11135 i ° ° ° 4 44 ° ° �- °° 4 so ° TEL.: 631-3°13-6805 FAX 831-3Q3-6808 L ', ° c ° E-MAIL: NCDC®AOL.COM d TiICOC PLANS ARE AN INSTRUMENT OF ASC.SERVICE AND ARE THE PROPERTY :.::1- E. �'fjOF TFE ARCHITECT,INFRINGEMENTS Cs0 HILL BE PROSECUTED. �i a �' CONTRACTOR SHALL VERIFY ALL -' F SECTION FIELD CONDITIONS AND DIMENSIONS W r`'� ;, _.," A AND BE RESPONSIBLE FOR FIELD ttr '' Scale: 1/2" = 1'-0" - , FIT AND QUALITY OF WORK. � . 57 REFER TO ORION ELEVATOR SPECIFICATIONS FROM SAVARIA #4854W TYPE 2 I IN BEHALF OF THE CONTRACTOR 14, .AllOWANCmo'SHALL MADEBE �o• (Y2 ��`� , FOR ANY ERROR5,OMISSIONS, OF NO NOR NEGLECT ON HI5 PART. t PROPOSED ELEVATOR ADDITION FOR: OUR LADY OF OSTRABRAMA ROMAN CATHOLIC CHURCH 3000 DEPOT LANE CUTCHOGUE, NEW YORK 11435 FOUNDATION PLAN, FOUNDATION SECTION DETAILS, NOTES DATE: 1/20/14 DRAWING NO. SCALE: A5 NOTED DRAWN: B.J.A. Dr. JOB No. 1315 S . 1 . 0