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HomeMy WebLinkAbout27373-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29494 Date: 06/04/03 THIS CERTIFIES that the building ALTERATIONS Location of Property: 13650 MAIN RD MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 114 Block 11 Lot 24 .3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 20, 2000 pursuant to which Building Permit No. 27373-Z dated JUNE 8, 2001 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 ALTERATIONS TO AN EXISTING COMMERCIAL BUILDING AS APPLIED FOR. The certificate is issued to JKNK LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 3513 05/28/03 PLUMBERS CERTIFICATION DATED 05/28/03 MATTITUCK PLUMBING A hor zed Si nature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 27373 Z Date JUNE 8, 2001 Permission is hereby granted to: LLC JKNK PO BOX 607 ORIENT,NY 11957 for ALTERATIONS TO AN EXISTING BUILDING AS APPLIED FOR ( LESS THAN SUBSTANTIAL IMPROVEMENTS ) at premises located at 13650 MAIN RD MATTITUCK County Tax Map No. 473889 Section 114 Block 0011 Lot No. 024 . 003 pursuant to application dated DECEMBER 20, 2000 and approved by the Building Inspector. Fee $ 763 . 75 Authors ed SisjKature COPY Rev. 2/1.9/98 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL JUIN - 2 2003 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY 70 n 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$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, 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 Renovations Date. May 30, 2003 New Construction: X Old or Pre-existing Building: (check one) Location of Property: _ 13650 Main Road Mattituck House No. Street Hamlet Owner or Owners of Property: J KN K, LLC Suffolk County Tax Map No 1000, Section 114 Block 0011 Lot 024.003 Subdivision Filed Map. Lot: PermitNo. 27373 Z DateofPermit June 8, 2001 Applicant: JKNK, LLC Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ 50.00 /,iolant t ure� Nassau Suffolk Electrical Inspections, Inc. 5A Canal Street • Center Moriches,New York 11934 • TeC 631-878-3500 • Fax: 631-878-3764 Application: 3513 Date: 5/28/03 Issued to: Kardwell Address:. 13650 Main Rd Village: Mattituck introduced By: Electrical Ventures Lic#:847-E was examined and approved up to the above date and was in compliance with the NEC MCO 1st Floor[R] Pbdential Pod Det Cage Baserretlt0 a,dfloor El CormwadO Flot Tub Adcition Switches Receptacles Fixtures G.F.I. Garage Door Emergency Openers Lights 48 126 143 4 2 8 Fans Dishwasher Washer/Amps Dryer/Amps Oven Carbon RangelAmps Monoxide 1-Kitchen Ex 1 1 Furnace Oil Gas Heat Zones Smoke Bell Detectors Transformers 2 yes Meter Amps Phase Motors Other Equipm 3-30A Sub Panels,2-Bath Exhaust,3-1 ODA Sub Panel, 1-1000 watt Kick Plate Heater,4-Paddle Fans,1-20A Timeclock 4-Air handlers 4-AC Compressors Out,Res //�� ✓//��/ ���J �/�J� This certificate must not be altered in any manner Permit#: 27373-Z i Il ..1 i rn Town Hall. 5:1095 Mehl Hood •i `` -r ;i I ne (S 16) 795.1927 P. o, nox 1179 . . , , 1 !, i; rr1•ylionv ('�15) 7rr S.leOz Southuhl,Hew York 11971 \ OFFICE OF THE BUILDING INSPECTon TOWN Or SOUT'I (OLD C G R T I F I C A T 1 O N 1)A'rF: 5 78 n3 bulldlny Permlt No. X13 . Owner: J KN � Z C (please print) MATTITUCK PLUMBING&HEATING CORP. P lumbers P.O.BOX 1429 (please prl1lt)"fl"KJtY.6711.r,2 23(0G- YnP 1 certify that the sol.dor used in the wnLer nuppl.y sy:ftem contnins logs than 2/10 of 1P, lead . Pa wj L) _.._If�InnF�ern t;lynnl.ilc�j ._ sworn to before me thla ...a dilY Of - 493 N Lary Public, _ _ County MLYel Aoos Nobly Pdk,State of New York W 4799955 OWNWE+inkedSufkawteryo3 STEWNG COMMUNICATIONS INC. ANNUAL CERTIFICATION OF INSPECTION AND TESTING 2 2003 OF FIRE ALARM SYSTEM NAME OF PREMISES: KARDWELL ASSOCIATES NAME OF OWNER: JOE&NANCY KARDWELL ADDRESS: MAIN RD. MATTITUCK.NY 11952 FIRE DISTRICT: MATTITUCK IS OCCUPANCY HAZARD CLASSIFICATION SAME AS PREVIOUS TEST? THE IS THE FIRST TEST. TYPE OF SYSTEM: AUTOMATIC DOES SYSTEM REPORT TO CENTRAL STATION? YE NAME OF CENTRAL STATION:MF.TRODIAL PHONE#: 516-938-9077 UL LISTED? YES LIST ALL DEFICIENCIES NOTED: _NO DE .I .N I .c FOUND THIS SYSTEM WAS RECENTLY INSTALLED WERE ALL DEFICIENCIES NOTED ABOVE CORRECTED? NONE FOUND. IF NOT,WHY? NAME OF INSPECTING FIRM: STERLING COMMUMCATIONS INC. ADDRESS : 39 SOUND ROAD GREENPORT NY 11944 NYS ALARM LICENSE NUMBER: 040000636 EXPIRATION DATE MAY 10.2004 PHONE NUMBER OF INSPECTING FIRM 631-477-8161 DATE OF INSPECTION MAY 28.2003 CERTIFICATION: I, JAMES DINIZIO TR.,an employee of the Inspecting Firm listed above,do hereby certify that the Fire Alarm System described above was inspected in accordance with the applicable portions of NFPA 72, particularly Chapter 7 as well as Table 7-2.2 and Table 7-3.1 of NFPA 72. This Certification does not imply that items requiring daily, weekly,monthly or quarterly inspection or testing were performed at the specified intervals,but does imply that all such items were inspected or tested and appear to function as noted in this certification at the time of inspection. I certify that this inspection has been properly conducted and all of the above statement are true and correct to the best of my knowledge.. -1 AYAF 5 l)„I.y t lO J PRINTNAME SIGNATUREOF SPECTOR DATE. This form must be filed with original signature with the Fire Marshal office. ANY FALSE STATEMENT MADE HEREIN IS PUNISHABLE AS A MISDEMEANOR M-1802 BUILDING DEPT. INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: �4 - DATE 74p/o/ INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ VfFRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: G Grs* G Ci�, ,DATE INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ��1� � C DATE L"/ 01/ INSPECTOR 7 3 73-t7- 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INION [ ] FRAMING [ FINAL [ ] FIREPLACEe--�CHIMNEY REMARKS: �Ti� �� ..� .5. f l� e 377 DATE e3 INSPECT R M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATI [ ] FRAMING [ FINAL L [ ] FIREPLACE A CHIMNEY _ REMARKS: DATE l0 INSPECTOR FIELD INSPECTION REPORT DATECOMMENTS II7 _ sae=a—a=sso=o=_sc=coxs�seoo --x=o-.•'mp-s===sseo-=q _ �' s =�= es==e ` H1 FOUNDATION ( IST) II ti y I FOUNDATION (2ND) 001, I ea n z� ROUGH FRAMES I tir.,;t PLUMBING C 3 INSULATION PER N. Y. ! C- STATE ENERGY II N H I CODE L3 Q-2 n I I I FINAL ADDITIONAL COMMENTS: �O o/ �Xr- —Gam . 0 z BOARD OF HEALTH .�. .......... FORM NO. 1 3 SETS OFW.ANS . ...... .... i TOWN OF SOUTHOLD SURVEY 1-*......... . ... . .. . .. .... ; 1 BUILDING DEPARTMENT CHECK ................ ... .. .... TOWN HALL SEPTIC FORM ......... .. .. ...... SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: CALL O ?.-..z W.0...... . Examined.... .f.`�...., ._..20Qb MAIL TO:...... ........ .... .. Approv ...... ...., aoot Permit No. R2,.2. ..7,;5. 0- ................................... Disapproved a/c .................................. ................................... ...................................................... ..... /tor);15' (Building Ins APPLICATION FOR BUILDING PERMIT Date.. , ,December_ . 18, ,2Q40 , INSTRUCTIONS a. Ibis application must be .campletely filled in by typewriter or in ink ad submitted to the Building Inspector wi 3 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 giving a detailed description of layout of property must be drawn on the diagram which is part of this application. 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 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. NFLICArION IS 11QM MATE 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 Lava, 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 an premises and in building for necessary inspections. JKNK, LLC ................................................... (Signature of applicant, or name, if a corporation) JKNK, LLC ,P;O; Box3i.MattVsr)4;.1`1X..�J,252.........' (Mailing address of applicant) State whether applicant is owner, lessee, gent, architect, engineer,•general contractor, electrician, plumber or builder .......... JKNK,..LLC.i.. own ......premises........................................................................ ...... .... .. .. .. . .. . Name of owner of premises ....JK1VK,,. LLC (as on the tax roll or latest deed) l If applican 's�a o or ion_, of duly authorized officer. Owner is not a corporation, but a limited liability company. ................ ( asd•. t of corporate officer) N nc Kardwell, Managing Member Builders License No. ..QJPng4t.C41aaa•Aeirbp ... 23484-HI Plumbers License No. .V4is_.Fi VARJtwb�1 . 3008-P Electricians License No. ..................... Other Trade's License No. 1. Location of land on which proposed work will be done............................................................... 1 � �. .�n.R4&41.....................w.................................. Mattituck�,New York............... House Number Street Hamlet County Tax Map No. 1000 .Section ....114........ Block .....11......... Lot ....24 3....... Subdivision •....................................• Filed Map No. .......... .... LOt •.............. (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed coostruction: a. Existing use and occupancy Has, been unoccupied, for, several ,xears,�FQriner)y„ipP112gr ,yaxd1, b. Intended use and occupancy .Business Offices for Kardwell Associates,Incl. Advertisin�,,Agency ......................................................... and Business Offices with Accessory Storage for Kardwell:International, Inc. , mail order business. Nature of work. (check whidn applicable): New Building .......... Addition ••••1.111. Alteration .A, Repair ............ Ramal ............. Demolition ............ Other Work ...... , .- ..1..1...1...1 (Description) • Estimated Cost ...$.5.PJAW............ fee .............................................. (to be paid on filing this application) If dwelling, number of dwelling units ............ Umber of duelling units on each floor ................ If garage, number of cars If business, eamercial or mixed occupancy, specify nature and extent of each type of use..Business Offices and Accessory. Storage 64' .. .••••. Dimensions of existing structures, if any: Front..... ......... Bear ....40:1...... Deptt: ...198.9:....... •E;b ..... Number of Stories Partial Second Story Ht. 26'-0" item t 1111.A° :..19..6�.. 111.........1......... Dimensions of same structure with alterations or additions: Front ...4 Re....... Rear ...5i3Ale....... Depth ....SAm€........... height .....*§LFA.......... Number of Stories ...$Juile....... 1. Dimensions of entire new construction: Front ................ Rear ............... Depth .............. 11eight ......................... Number of Stories ..................... ►. Sire of lot: Front 1111.216.46' Rear ..• 292.67:, Depth _._392.25;.......... 10. Date of Purchase August 10, 2000.. Name of Former Owner .,SouthamQton_Lumber. Company...... 11. Zone or use district in vhich premises are situated .........................Hamlet Business M�B ) ....................................... 12. Does proposed construction violate any zoning law, ordinance or regulation: ..... q................. 13. Will lot be regraded ...•••lip '7 aridwe as fill be removed from premises: YES RD 14. [lanes of Owner of premises .JK90.LLC.............. Address Name of Architect Ward.Associates,.P:C. Address 1500.Lakeland Ave. p� No,(631�563;4800 ........ ... ........ Bohemia,*New York None of Contractor .................................... Address ...............................Phone No. .............. 15. Is this property within 300 feet of a tidal wetland? * YES .......... bO ....% *IF YES, Sf)VMUW TD N 'IMSIFES PF1atIT MAY Be RIMQT M. PLOT DIAGRAM •� _„y •y``..•- ,` � ..�'y ` [1p/MRi S4tIT p N.`LM .� `.' EXISTING BUILDING TO � •• ,�•• � i REMAIN. NO {� 2 r,MODIFICATIONS {�... 1.'a.:�'1W'�"•"! 4 r ... s - k .u/.�--.a:.:w`."...`"_"s....-- tt�w�� ���`�q'r. , kJ S d.» ✓ a S + •� ', 1 a. r W': RV z. `p.t .1• ;fit, 1 � :'� ' ,l EXISTING 5UILDIN6, 7. WITH PROPOSED INTERIOR .,. 40' 80, MODIFICATIONS L9+ SFAIE Or Nl-i YnJldt, s it ;fig ODIRfIY OC . Suffolk SS SCALE: P 80'-m" 's• ...................... ^• .. �.. - ..........................................................Nancy J. Kardwe 11 being duly sworn, deposes wA says that he is the applicant (Name of individual signing contract) above oared, She He is the .,. Managing Member of.Limited.Liability, Company�.,.jK�TI{,• ]&&q. 1111. .. ............ .... . 1111. (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. Sworn to before me this .................. ..day of � :'!g�.?..... .2000., Notary.Public ..... ::.. :::: .L GL.............. .. 1111.. ........ 1111. KARIN L STALTER (Signa iicant) Notary Public,State of Now Yok No.4973548 Qualified in Suffolk County Commission Expires October 22, 20o L _ WARD ASSOCIATES, P.C. June 19, 2001 ~7 JUN 2 s 7r ii Town of Southold Building Department i 53095 Main Road Southold, New York 11971 -- —� Attn: Michael Verity Re: Kardwell Office Building W. A. Project 200024.00 Dear Mr. Verity: We have had to make a few minor changes to the drawings for the above captioned project and have listed them below in an effort to keep your office abreast of them. The changes made to the drawings are as follows: -Door number 1 and door number 17 have been changed to C label. The remaining stair hall doors will be verified in the field as C Label. We will let you know the status as we obtain the information. -The shelving flanking door number 6 will be reduced to l'-3" deep and the door platform at door 4 will be reduced in width in order to maintain a 3'-8" clearance between the shelf wall and the platform at door number 4. We have included three copies of these changes for your records and review. Please let us know if you have any comments regarding these items at your earliest convenience. If you have need of any additional information, please let us know at your earliest convenience. Iy truly , . Fe ley, .A. Vice Preside LMF:Imf Enc. Landscape Architects, Architects, Engineers 1500 Lakeland Avenue, Bohemia, N.Y. 11716 • 631-563-4800 • FAX 631-563-4807 e-mail: wardpc@earthlink.net • website: www.wardpc.com - BUILDING PER- T IREVJEW CHECK-US] Owners //� LLC Date Own `s Owners Naive: /V/C Reviewed. ArchitecU Date Engineer: Submitted SCTM t District Eo SectionBlock Loc 3 Project �yA ' �/J Subdivision I.ocalion. �3 GSl� �� ""�./'—�'_7_,.�----- Nan,e. - --- -- — Single& separate Required =yYLr cc tificanoa. (Yes/No) RcyRcy. Conine Dun ret ILoI size _- AC(u.11 I I1-01covcragc Piopoacd _I Rey Req Req. / IPrort Yard Proposed: J (Side Yard Proposed. J [Rear Yard Proposed Project Description: AGENCI{' ERMITS Permit REQUIRED FOR REVIEW N.A.. NO YES Number Suffolk County Health Dept. / New York State D. E. C. ✓ / Town Trustees ✓ Town Zoning Board approval: Town Planning Board approval: ✓�✓/��-gyp Flood Plane Elevation ??? Flood Zone: r7 3 �' T �� zx �o00 Zoon 56 1�7000 3 000 Sa 7a Y6 6000 3o6 ,7 w W Fri S 6866Tp F.p{ . d • 29 O,. W ($. E6) n R ° 5 73j4aaw W t • • ° , •r • ,1,H P S� • 0 ° '+ 11"0' G MNrt t 50 4p'1G" W s'd , 14d RwMn P+r°Ee� N 4 40 *15S O X `,3.• 96 4 d • • ,d •• ° r 'a M P1otLe-�. • 4 , K FOKE I rl d . ,d • :. d. 7.� °• 401, + • 1 • ° �.• • d / 7 AA 1 t•1 euaeaD a • d• a p t° • CARER §' / .' d :, 7 ) G N77'4.13w EZeP ° • • � teAVEMEMI •d• ° `. / 1 . . � • e ., _. : • :,1 •a Frp ic.NON. an E 7 O 1• R°1'µ' a ° ,,,: .1:1 1', r• ' 14 66.1 ° 1 .•° N ° 14 d d a' O Y NCPETE ,`, OAIE, �' . dr '. dl ° ' • ' •" • . • d 1FONL•EL/2M1 `, A . r 3d { r d+ 2 STORY BRICK BUILDING a / d • . ° d, �+ ,( , e a rd .u ^ • . ' • • r d e � . 1� d � d„ _____' , SURVEY OF PROP ERTY D I.4•E. < SITUATED AT d d 4DIa5mEMMNDE ° , - K MATTITUCK 4� d x I a TOWN OF SOUTHOLD �° e4.7 SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 114- 11 -24.3 SCALE 1 "=20' A NOVEMBER 30, 1998 r, • 4• JUNE 22, 2000 UPDATE SURVEY ' AUGUST 4, 2000 RE-CERTIFY SURVEY CHIMNEY ' , , A • �yy" CHIMNEY • + ' ' • • • , P ❑x an- o „ r , yR AREA = 82,003.63 sq. ft. i '•' A_ AREA 'yyipp 1 .882 Go. O . ' { n'• M , dA 4 1VI d m + o -4 6 d , L G RIF ,.c. yy C7A. I , r • ° C w • 4 — 6 G " d d • O=, d a. • r°d ' . °'' •'• r 'i .•° .a 401 , '' • , F . Q . 9120. GLnG i d ..ii ..z'w `` A e..x• I 1 . .F., , • ,d•• ° • ONINNEY mNE. 9UMPGI I • , . • 4 N IMDINO wAM I e ' I I I I I I I� I I I 1 I A L4 I xw N o I I an D , k to be CQ y� 74r.0 b z n Y ENCE �yy 1.TN. 0.3-E. I W C FENµ. I ,yL ,eE ` I NC7m 'A4 j3 34 e.x'N as m to etOCMME f� F,+'- FGICE Cf W^ NN fF' F '1 S 4 •.: � 'fir (T n"`N to .,.se. rtNCE o c `` SA• S10ENAOE GE 209 ° . ... .:, F., r.W� o4w. m v G TDK.E MGK N � PA 6M 1.e• :.FANE. E A p,PE xe'E sroRe€x 7.'.: c0 �1BER 9080. D.xW. 2 a,es. DEED CHMK UNK On W C WN UNN ENCS 46.27' Z u 9-41 onoo ' oa;, 5 02'2 6 p0„1 Wg6 PER o a 5 7 35AO z 83'34'30" W o m P 5 0° tJ� a 5 'j5 F$TRpM N u: r N/O/p xo `D� uLs'oo DWEDERO D $TM o W o DAVID L- 0 . REEVE f o e & P o 0 0 y' ,Er o ND q 0 o 134.42' Gowans MON. S 87'19'40" W FOUND cow. MON. CERTIFIED TO: UNAUTHORIMO M.TERATION OR ADDITION TO THIS SURVEY IS A WOIATON OF JKNK, LLC SECTON 7209 OF THE NEW YORK STATE PECONIC ABSTRACT, Inc. EDUCATION LAW. FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK COPIES OF THIS SURVEY MAP NOT SWISS THE LAND SURVEYOR'S INKED SEAL OR TBEV � � roN510ERE0O EAILTXUECOPY. CMIMMONS INDICTED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPMED, AND ON HIS SEHMF To THE TTRE COMPANY, GovRNMENTAL mom AND LENDING INSTRIMON USTED HEREON. AND TO ME MSIONEES OF THE LENDING INSIT- "ON. CERIIMMONS ARE NOT TRANSFERASIE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN AMORO,WCE WITH THE MINIMUM STANDARDSELI FOR TIRE SURVEYS OVE AG DSADOPTEDD Joseph A. Ingegno BY ME LI.USE AND E HER YO AND ATE I.AD FOR CH USE BY THE NEW YORK STATE UND OCATON Land Surveyor Title Sunray, — Subdivisions — Site Plane — Construction Layout c (1 — \i} �k'�,�_�• ' PHONE (631)727-2090 Fax (831)727-1727 OFFICES LOCATED AT MARLING ADDRESS ``+�" • �'•°.':%=� N.Y.S. Uc. No. 49688 1380 ROANOKE AVENUE P.O. Box 1931 RIVERHEAD. New York 11901 Riverhead, New York 11901-0965 20-38 KARD ELL INTERNATIONAL DIVISION 1 - GENERAL CONDITIONS DIVISION 8 - DOORS AND WINDOWS (CONT.) DIVISION 16 - ELECTRICAL 4, WINDOWS SHALL BE ANDERSEN, SIZES AS SHOWN ON THE DRAWINGS. ALL UNITS SHALL HAVE HIGH PERFORMANCE LOW-E 1 . CONSTRUCTION SHALL CONFORM TO THEN Y. STATE UNIFORM FIRE PREVENTION AND BUILDING CODE, NEW YORK STATE GLAZING, WHITE PERMASHIELD FINISH, EXTENSION JAMBS AND SILLS, WOOD GRILLES AND SCREENS. 1. PROVIDE A COMPLETE ELECTRICAL SYSTEM FOR THIS PROJECT INCLUDING EXISTING EQUIPMENT REMOVALS, PANELBOARD ENERGY CONSERVATION CONSTRUCTION CODE, THE NATIONAL ELECTRIC CODE AND LOCAL ZONING ORDINANCES. ADDITIONS, NEW EQUIPMENT POWER CONNECTIONS INCLUDING POWER WIRING AND CONNECTING ALL EQUIPMENT FOR 2. CONTRACTOR SHALL OBTAIN AND PAY ALL FEES ASSOCIATED WITH THE LEGAL DISPOSAL OF ALL CONSTRUCTION DEBRIS IN 5. VINYL STRIP DOORS SHALL BE MODEL 1003 BY CHALFANT (1-800-365-0389). STRIP DOORS SHALL BE COMPRISED OF 8" PLUMBING AND HVAC WORK; LIGHTING, SWITCHING, OUTLETS, EXIT AND EMERGENCY LIGHTING, FIRE ALARM SYSTEM ACCORDANCE WITH THE LOCAL ORDINANCES. PROVIDE DUMPSTERS AS REQUIRED AND MAINTAIN SITE EGRESS AND INGRESS WIDE, .080 THICK CLEAR USDA REINFORCED LOW TEMPERATURE MATERIAL WITH 100 PERCENT OVERLAP, 8'-0" HEIGHT HUNG INCLUDING STROBES, SPEAKERS, ETC. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL ELECTRIC FROM STEEL HARDWARE ANGLES. CODE, NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE, ENERGY CONSERVATION CODE AND FIRE CODE, THROUGHOUT THE CONSTRUCTION PERIOD IN A SAFE MANNER ACCEPTABLE TO THE LOCAL GOVERNING AGENCIES. SUFFOLK COUNTY APPLICABLE CODES AND ALL OTHER APPLICABLE CODES AND REGULATORY PUBLICATIONS. ALL 3. ARCHITECTURAL SERVICES FOR THIS PROJECT ARE LIMITED TO DESIGN AND CONSTRUCTION DOCUMENTS FOR PERMIT DIVISION 9 - FINISHES EQUIPMENT TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS PURPOSES. ALL DISCREPANCIES AND DEVIATIONS FROM THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT 2. OBTAIN ALL REQUIRED APPROVALS, INSPECTIONS AND CERTIFICATES FOR THE VARIOUS SYSTEMS AS REQUIRED BY THE IN WRITING PRIOR TO COMMENCING OR CONTINUANCE OF CONSTRUCTION. 1, FINAL SELECTIONS OF EACH MATERIAL SHALL BE APPROVED BY THE OWNER PRIOR TO ORDERING AND INSTALLATION. TOWN, LOCAL AUTHORITIES AND THE OWNER. PROVIDE AN UNDERWRITERS CERTIFICATE AT THE COMPLETION OF THE 4. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BARRICADES, TRAFFIC CONTROLS AND COVERINGS IN ORDER TO PROTECT THE 2, GYPSUM BOARD SHALL BE 5/8" THICK TYPE 'X' OR 'WR' AS NOTED THROUGHOUT FASTENED AS PER MANUFACTURERS PROJECT. PUBLIC AND WORKERS FROM INJURY THROUGHOUT THE CONSTRUCTION PERIOD. SUCH PROTECTIONS SHALL REMAIN AS RECOMMENDATIONS. INSTALL GALVANIZED CORNER AND EDGE BEADS. EDGE BEADS AT EXTERIOR OPENINGS SHALL BE L TYPE 3 PROVIDE LINE VOLTAGE SMOKE, HEAT AND FIRE DETECTION SYSTEM INCLUDING STROBES, GONGS, DETECTORS, PANEL AND NECESSARY UNTIL FINAL ACCEPTANCE AND DELIVERY OF A CERTIFICATE OF OCCUPANCY. PVC. ALL JOINTS SHALL BE TAPED AND SPACKLED - THREE COATS - SANDED SMOOTH, POLISHED, PRIMED AND PAINTED AS ANNUNCIATOR MODIFICATIONS AS REQUIRED AND APPROVED BY THE FIRE MARSHAL. FIRE ALARM CONTRACTOR SHALL BE SELECTED LICENSED BY THE TOWN AND APPROVED BY THE FIRE MARSHAL FOR THE INSTALLATION OF FIRE ALARM SYSTEMS. 5 CONTRACTOR TO DO ALL PATCHING AS REQUIRED DUE TO NEW CONSTRUCTION ACTIVITIES AND/OR REMOVAL OF EXISTING MATERIALS FINISHES SHALL MEET FLUSH AND MATCH EXISTING UNLESS NOTED OTHERWISE. 3. CARPETING SHALL BE TYPE, MATERIAL, THICKNESS AND PATTERN AS SELECTED AND APPROVED BY OWNER. INSTALL OVER 4. COORDINATE REQUIRED POWER INTERRUPTIONS WITH LIPA/KEYSPAN AND THE OWNER PRIOR TO SCHEDULING WORT( UNDERLAYMENT AND PADDING AS RECOMMENDED BY THE MANUFACTURER. CONFIRM CODE CLASS I COMPLIANCE PRIOR TO REQUIRING SAME. G. CONTRACTOR/OWNER SHALL OBTAIN CERTIFICATE OF OCCUPANCY AND PERFORM FINAL CLEANING OF THE SITE PRIOR TO SUBMISSION FOR SELECTION BY OWNER. FINAL PAYMENT. 5. PROVIDE DAILY CLEANUP OF THE WORT( SITE FROM DEBRIS GENERATED BY THE WORK OF THIS CONTRACT. LEGALLY 4. INTERIOR WALL SURFACES TO BE PAINTED SHALL RECEIVE ONE COAT OF PRIMER AND TWO FINISH COATS IN COLOR, FINISH, DISPOSE OF DEBRIS UPON COMPLETION OF ALL INSTALLATIONS, LAMPING, AND TESTING, THOROUGHLY INSPECT ALL seal: DIVISION 3 - CONCRETE SHEEN, ETC., AS SELECTED BY THE OWNER. WOODWORK SHALL BE STAINED OR PAINTED AS SELECTED AND APPROVED BY EXPOSED PORTIONS OF THE ELECTRICAL INSTALLATION AND COMPLETELY REMOVE ALL EXPOSED LABELS, SOIL, MARKINGS, jERE�R THE OWNER. AND FOREIGN MATERIAL. 1. PROVIDE TWO5 BAR DOWELS AT 12" O.C. VERTICALLY AT THE INTERSECTIONS OF NEW AND EXISTING CONCRETE WALLS, -�° , `��o. rn F, # CERAMIC TILE SHALL BE CERAMIC MOSAIC AND MANUFACTURED BY DAL-TILE, OR EQUAL 1 4" THICK. SIZE AND COLORS AS 6. PROVIDE MANUALS, GUARANTEES, WARRANTIES AND EQUIPMENT DEMONSTRATIONS TO THE OWNER AT COMPLETION OF THE yip �n PROVIDE SLEEVES FOR ALL WALL PENETRATIONS WITH WATER STOPS AND SEALANT ALL AROUND EACH OPENING. 5. / SELECTED BY OWNER, 4" HEIGHT COVE BASE WITH 4'-0" HIGH CERAMIC TILE WAINSCOATWITH BULLNOSE TOP EDGE WORK. 3 , � 2. PLACE SLABS6" OF CLEAN POROUS MATERIAL COVERED WITH A 6 MIL VAPOR RETARDER. TAPE SEAMS. STEEL BAR REINFORCING SHALL CONFORM TO ASTM A-615, GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 S. GROUT SHALL BE SANDED PORTLAND CEMENT AS MANUFACTURED BY LATICRETE OR EQUAL. 7. POWER, LIGHTING, COMPUTER AND TELEPHONE CONDUIT SHALL BE STEEL EMT WHERE PERMITTED BY CODE, EXCEPT WHERE INSTALLED OUTDOORS, IN EARTH, OR IN CONCRETE SLABS; CONDUITS SHALL BE HOT-DIP RIGID GALVANIZED - 3. CONCRETE SHALL HAVE A MINIMUM Fc OF 3000 PSI AT 28 DAYS. WET CURE CONCRETE FOR 7 DAYS MINIMUM 7. ACOUSTICAL PANEL MATERIAL: STEEL. OFFICE AREA: USG "ACOUSTONE GLACIER" 3/4" x 24" x 24", WHITE FINISH, NRC .65 - .75 (ASTM C-423), CAC RANGE 40 ��eOF yon` - 44, UL DESIGN G-202 8. POWER AND LIGHTING CONDUCTORS NUMBER 8 OR LARGER SHALL BE COPPER STRANDED WITH TYPE TI-AWN INSULATION ��W_ DIVISION 4 - MASONRY ACCESSORY STORAGE: USG " ROCKFACE", 3/4" x 24" x 24", FIRECODE, WHITE FINISH, NRC .60-.70, STC 35-39. (600 VOLT); NUMBER 10 OR SMALLER SHALL BE COPPER SOLID WITH TYPE THHN/THWN INSULATION (600 VOLT). 1. CONCRETE BLOCK SHALL CONFORM TO ASTM C-90, 75% SOLID, GRADE N-1 . PROVIDE 9 GAUGE HOT DIPPED GALVANIZED, a. SUSPENSION SYSTEM SHALL BE WHITE, EXPOSED GRID, .020" GALV. STEEL WITH DOUBLE WEB, .018 GALV. CROSS TEES, 1 9. GALVANIZED RIGID CONDUIT SMALL BE USED WHERE EMT IS NOT PERMITTED BY CODE, OR WHERE CONDUIT IS CONCEALED ASTM B-153, TRUSS TYPE MASONRY JOINT REINFORCING AT 16" ON CENTER VERTICALLY. FILL BLOCK CORES SOLID AT ALL 1/2" HT, 15/16" FACE. PROVIDE 12 GAUGE GALVANIZED PRE-STRAIGHTENED MILD STEEL WIRE O 24" O.C. TO SUPPORT IN CONCRETE SLAB OR IN EARTH, OR EXPOSED. WIRE SHALL BE x{12 COPPER MINIMUM, BEARING POINTS AND OPENING JAMBS. SPACE REINFORCING AT 8" ON CENTER OVER WALL OPENINGS AND AT BASE OF BATT INSULATION OVERLAY. MFG: USG, DONN, NATIONAL ROLLING MILLS OR CHICAGO METALLIC CO. i BLDG. DEPT. REVISIONS 6-I-01 WALLS. E. SUPPORT CHANNELS: 16 MSG COLD-ROLLED STEEL CHANNELS, 1 1/2" DEEP WITH 9/16•• FLANGES WITH 12 SWG GALV 2. PROVIDE UL CLASSIFIED CONCRETE MASONRY UNITS AT THE NEW FIRE WALL TO ACHEIVE WALL RATING SPECIFIED. WIRE. SPACE 0 48" O.C. MAX., AND SUSPENDED FROM STRUCTURE ABOVE WITH 1/4" GALV. STEEL ROD AND GAT CLIP WARD 461.51_ @ 48" 0 C. MAX., BOTH DIRECTIONS A OCIATES Landscape Architects, DIVISION 5 - METALS c INSTALLATION SHALL CONFORM TO ASTM C-636. MAXIMUM DEFLECTION SHALL BE 1/360 of SPAN. BUILDING CODE ANALYSIS Architects, Engineers 1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36 AND SHALL BE FABRICATED IN ACCORDANCE WITH AISC MANUAL OF STEEL CONSTRUCTION. SHOP PRIME ALL STEEL WITH ZINC RICH PRIMER - CARBOLINE OR EQUAL, 2 PROVIDE GALVANIZED 3 5/8" METAL STUDS, 2" GALV METAL Z FURRING AT 16" ON CENTER MAXIMUM ASTM A446. ALLN RSA BUN DING 1500 Lakeland Avenue METAL STUDS AND FURRING SHALL BE 20 GAUGE MINIMUM. PROVIDE SOLID WOOD 13LOCKING AT OPENING JAMBS AND DIVISION 10 - SPECIALTIES OCCUPANCY CLASS: 5,,T - OFFICE (LOW HAZARD) Bohemia, N.Y. 11716 HORIZONTALLY AT GRAB BARS, WALL RAILS, SHELVING UNITS, RAILING ATTACHMENTS, ETC. r�C4. MODERATE HAZARD 00 1. ALL TOILET ROOMS ACCESSORIES SHALL BE BOBRICK OR EQUAL. STAINLESS STEEL TYPE 304 WITH #4 FINISH. (631) 563 48 3. ALL WELDING SHALL BE PERFORMED BY LICENSED WELDERS AND SHALL BE FABRICITED IN ACCORDANCE WITH THE AWS AND CONSTRUCTION TYPE: 5b- WOOD F^,AME THE NYS UNIFORM CONSTRUCTION CODE. 2. FIRE EXTINGUISHERS SHALL BE ANSUL, 10 POUND DRY CHEMICAL FULLY CHARGED. NFPA 299 APPROVED WITH HEAVY DUTY 45 West Main Street WALL BRACKETS. (TOP AND BOTTOM) AREA ABLELIMITAREA Little Falls, New York,13365 ALLOWABLE AREAS* 6,000 SF ((2 STY.)'+50% (AC@'L3S. ON 2 SIDES)-9,000 SF 4. ALUMINUM NOSING' EXTRUDED ALUMINUM NOSING TYPE 4341 WITH COLORED, ABRASIVE RIBS, COLOR AS SELECTED BY 4,000 SF (1 SI0+50% (ACCESS. ON 2 SIDES)-6,000 SF (315) 8234384 OWNER. MANUFACTURED BY AMERICAN SAFETY TREAD COMPANY, 1-800-245-4881 3. BUILDING SIGNAGE, 8"x8" WORD AND PICTURE SIGNAGE WITH TACTILE SYMBOLS RAISED 1/32", TEXT WITH GRADE 2 BRAILLE. 0 4,000 SF(1 STY-WD.FR.)+50% (ACCESS. ON 2 SIDES)=6,000 SF CONTRASTING BACKGROUND 5/8" HEIGHT HELVETICA MEDIUM LETTERING. ADA COMPLIANT WITH INTERNATIONAL ACCESS SYMBOL AT ACCESSIBLE TOILET ROOM. MANUFACTURER: BEST SIGN SYSTEMS; MOHAWK SIGNS OR EQUAL. ACTUAL AREAS: � `218 S.F (2ND STYTYPE 5b,, TYPE 56, C.11 OCCUPANCY) project title: DIVISION 6 - WOOD AND CARPENTRY S.F. (1 STY, TYPE 5b 000 S.F. 1. PROVIDE 5/4" x 3" CROSS BRIDGING NOT EXCEEDING 8'-0" ON CENTER FOR ALL FLOOR CONSTRUCTION. 342 SF(1 S"FY, TYPE 5 C .2. OCC FANCY) < =6,000 SF 2. PROVIDE HOT DIPPED GALVANIZED FRAMING CONNECTIONS AT ALL BUTT STRUCTURAL CONNECTIONS. ALL EXTERIOR NAILING DIWISIO'N 15 - PLUMBING HEIGHT LIMITATIONS: 35 r KARDWELL SHALL BE HOT DIPPED GALVANIZED, STAINLESS STEEL OR ALUMINUM SO AS TO MAINTAIN COMPATIBILITY WITH ADJOINING ALLOWABLE HEIGHT: 2- , 40 EET #copper tubingisused OFFICE MATERIALS. 1. FURNISH ALL EQUIPMENT, MATERIALS AND LABOR REQUIRED FOR A PROPER AND COMPLETE INSTALLATION OF ALL lor wati rdistributing BUILDING PLUMBING SYSTEMS AND RELATED WORK INCLUDING BUT NOT LIMITED TO: REMOVALS, SAWCUTTING, PIPING, INSULATION, ACTUAL HEIGHT: 32' i-/- system; )[ping shall be 3. TREATED LUMBER MEMBERS SHALL BE CCA, .40 PCF MINIMUM, KDAT15, ACO OR EQUAL IN ACCORDANCE WITH AWPA BACKFILLING/COMPACTION, SUPPLY AND WASTE PIPING, VALVES, FITTINGS, FIXTURES, CLEAN-OUTS AND CONNECTIONS, pitype KorLon STANDARDS, ALL MATERIAL SHALL BEAR GRADE / TREATMENT MARKINGS UPON DELIVERY TO THE SITE. PROVIDE 1/2" CONNECTION INTO EXISTING BUILDING DRAIN SYSTEM. EXIT UNIT REQUIREME DIAMETER ANCHOR BOLTS AT 6'-0" ON CENTER FOR SILL PLATE CONNECTIONS. OCCUPANCY LOAD. 1ST FLOOR - C1 OCCUPANCY - 1P./200 S.F. = 16 P FIRE INSPECTION 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING 2ND FLOOR - CA OCCUPANCY - 1P./150 S.F.= 9 P. 4. PROVIDE PLAIN SAWN RED OAK TRIM AS REQUIRED BY THE OWNER. SCREW AND PLUG ALL FASTENER LOCATIONS WITH CODE, THE LOCAL PLUMBING CODE, SCWA, AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. IST FLOOR - C4.2 OCCUPANCY - 1P./250 S.F. = 10 P. REQUIRED BEFORE MATCHING WOOD PLUGS. 1ST FLOOR - C4.2 OCCUPANCY -(TYPE 5)- IP./250 S.F =14 P. OPENING 3. PIPING - COLD AND HOT WATER, TYPE L COPPER TUBING WITH SOLDER TYPE FITTINGS. SOLDER SHALL BE 95/5 5. PROVIDE BIRCH VENEER PLYWOOD SHELVES IN CLOSETS AND STORAGE SPACES. SHELVES SHALL HAVE MATCHING HARDWOOD BELOW GRADE PIPING SHALL BE TYPE K COPPER. PROVIDE SHUT-OFF AND DRAIN VALVES FOR EACH RISER AND EXIT CAPACITY: C.1 = 60 P. / EXIT UNIT (STAIRS), 90 P. / EXIT UNIT (DOORS) EDGE. SHUT-GFF VALVES FOR EACH FIXTURE. IDENTIFY ALL VALVES WITH TAGS. EXITS REQUIRED: 1ST FLOOR - 2 EXITS REQUIRED MINIMUM PLl1M13ERCE TIFICATION MATTITUCK, NY 6. PROVIDE PLASTIC LAMINATE COUNTERTOPS WITH 4" HIGH BACKSPLASH, BULLNOSE FRONT EDGE AND BACKER PANELS OVER 4. PROVIDE CAST IRON SERVICE WEIGHT PIPING BELOW SLABS NO HUB CAST IRON PIPING ABOVE GRADE FOR SOIL AND 40 P. / 90 P. PER EXIT UNIT = 1 EXIT UNIT RODIdEAD CON ENTBEFORE FURNITURE GRADE PARTICLE BOARD PROVIDE MATCHING BASE AND UPPER CABINETS. SINK COUNTERTOP IN THE HANDICAP VENT LINES 2ND FLOOR - 2 EXITS REQUIRED. 2 EXITS PROvugERT1FICATEO OCCUPANCY drawing title: TOILET ROOM SHALL BE ADA COMPLIANT. vLU 9 P. / 60 P. / EXIT UNIT = 1 EXIT UNIT REQ D.S(J�& USE3 IN WATER 5. VALVES SHALL BE BRASS/BRONZE BODY TYPE, 125 PSIG. EXITS PROVIDED: 1ST FLOOR - 4 EXITS PROVIDED (7 UNITS of EXIT)SUPPLYSYST ,M CANNOT DIVISION 7 - THERMAL 8r MOISTURE PROTECTION 6. CLEAN-OUTS SHALL BE FULL SIZE OF PIPE WITH THREADED BRASS SCREW PLUGS. 2ND FLOOR -- 2 EXITS PROVIDED (3 UNITS OF EXIT)ExCEED8/10 FT%LEAD. SPECIFICATIONS 1. PROVIDE VISQUEEN OR EQUAL, 6 MIL POLYETHYLENE VAPOR RETARDER UNDER ALL CONCRETE SLABS. LAP JOINTS 6" AND 7, PIPE INSULATION SHALL BE CELLULAR FOAM OF THICKNESS AS REQUIRED BY THE NEW YORK STATE ENERGY CONSERVATION ALLOWABLE 1ST FLOOR - 175' (C.1 OCCUPANCY, NON-SPRINKLED) TAPE. TURN UP 4" VERTICALLY AT EDGES. CODE. PROVIDE ON ALL INTERIOR COLD AND HOT WATER PIPING. TRAVEL DISTANCE. 2ND FLOOR - 150' (C.1 OCCUPANCY, NON-SPRINKLED) OCCUPANCY OR 151/ FLOOR - 150' (C4.2 OCCUPANCY, NON-SPRINKLED) 2, APPLY NON-ASBESTOS KARNAK OR EQUAL, ASPHALTIC DAMPROOFING TO THE INTERIOR FACE OF ALL EXTERIOR WALLS. APPLY .,. 8. PROVIDE "TRAP-WRAP" AT HANDICAP LAVATORY SUPPLY AND DRAIN PIPING 1,//'/'// USE IS UN�_AWFULNLI WITH A TROWEL TO THE THICKNESS RECOMMENDED BY THE MANUFACTURER, VERIFY COMPATIBILITY WITH EXTRUDED POLYSTYRENE INSULATION PRIOR TO PURCHASE. 9. PROVIDE KOHLER FIXTURES AS FOLLOWS: ACTUAL ST FLOOR - 88' MAX WITHOUT CERTIFICATE TRAVEL DISTANCE: 2ND FLOOR - 36' MAX. PL MBINf3 3. INSULATION BETWEEN STUDS SHALL BE BATT TYPE, R-13 WITH FOIL VAPOR RETARDER FACING. INSULATION ABOVE THE HUNG FIXTURE SCHEDULE: ALLPL MSING WASTE CEILING SHALL BE R-30 MINIMUM. � STAIR CAPACITY 9 P. / 60 P. / EXIT UNIT = 1 STAIR EXIT UNIT REQ'D. SWA flLINES NEED OF OCCUPANCY o. COUNTERTOP LAVATORY- KOHLER K-2917-8, K-7435-K-CP GOOSENECK FAUCET, REQUIRED: TESTINGS FORE COVERING 4_ ALL LEADERS SHALL BE CONNECTED INTO ON SITE DRY WELLS WITH 6" PVC SDR 35 PROVIDE PVC BOOT TRANSITION AND K-16012-5-CP PADDLES. CAULK. STAIR CAPACITY 1.5 EXIT UNITS PER STAIR EXISTING. TWO STAIRS EXIST. b. TOILET - KOHLER "HIGHCLIFF" K-4368 WITH K-4654-A WHITE OPEN FRONT SEAT. SLOAN PROVIDED: 3^IT OCCUPANT EXIT UNITS = 180 P. EXIT CAPACITY > 9 P. OND RRENSCERnFG'AlE drawn by: checked by: 5, CAULKING SHALL BE LEXCEL OR SILICONE FOR EXTERIOR. LATEX TYPE FOR INTERIOR, ADHESIVES SHALL BE PL PREMIUM AS ROYAL FLUSH VALVE 1.6 GPF FIXTURE REQUIREMENTS J OCCUPANT LOAD = 49 PERSONS REQUIRED R.M. L.M.F. MANUFACTURED BY CONTECH. REQUIRED. 3 ATER CLOSETS REQUIRED 10. PROVIDE ALL MISCELLANEOUS PIPING, P-TRAPS WITH CLEAN-OUT PLUGS, MATCHING CHROME SUPPLY PIPING LAVATORIES REQUIRED date: scale: 6, ROOFING REPAIRS SHALL BE COMPATIBLE WITH EXISTING AND SHALL BE INSTALLED TO PROVIDE POSITIVE DRAINAGE. AND SHUT-OFF VALVES FOR A COMPLETE INSTALLATION OF EACH FIXTURE. r�,PiRINKING FOUNTAIN REQ'D. 12/18/00 AS NOTE[) 7 SHEET METAL SHALL BE 16 OZ COPPER FOR THE TWO-STORY OFFICE SECTION AND 22 GAUGE GALVANIZED STEEL PROVIDED: ATER CLOSETS PROVIDED drawing number: (G-90) FOR THE ONE STORY WAREHOUSE BUILDING. 3 VATORIES PROVIDED AP RO ED ASUITE DRINKING FOUNTAIN PROVIDED DA 6 7 v DIVISION 15 - MECHANICAL / 3. DIVISION 8 - DOORS AND WINDOWS DESIGN LOADS NOTIFY BUILDING DEP RT A 1. GENERAL: FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANS, TOOLS AND SERVICES NECESSARY AND REQUIRED FOR SNOW: 30 SF 5.1802 9 AM TO 4 P FOR THE PROPER AND COMPLETE INSTALLATION OF ALL HEATING, VENTILATING, AND AIR CONDITIONING SYSTEMS AND RELATED WORK. FLOOR: 0 P76 SF LIVE LOAD FOLLOWING INSPECTION!: �� �� 1 1. HOLLOW METAL DOORS SHALL BE 16 GAUGE INSULATED WITH 14 GAUGE WELDED HOLLOW METAL FRAMES. 1-3/4" HVAC SYSTEMS WILL INCLUDE, BUT NOT BE LIMITED TO, AIR HANDLERS, VENTING, EXHAUST FANS, DUCTWORK, AND ALL THICKNESS, PROVIDE EACH DOOR WITH THREE BALL BEARING TYPE BUTT HINGES, CLOSER, FRAME AND SILL SYSTEM RELATED PIPING, VALVING, CONTROLS AND WIRING, ELECTRICAL COORDINATION WITH ELECTRICAL CONTRACTOR FOR WIND: EXT. WALL 5 S PSF 1. FOUNDATION -CONCR REQUIRED WEATHERSTRIPPING (EXTERIOR DOORS), WALL / FLOOR BUMPER, KICKPLATE, EXIT DEVICE AND LEVER HARDWARE AS LINE VOLTAGE WIRING, AND ALL NECESSARY DEVICES FOR COMPLETE FULLY OPERATING SYSTEM AS SHOWN ON THE CAVES - 15 PSF FORGH - F FRAMING T APPLICABLE. SEE HARDWARE SET TYPES ON THE DRAWINGS. APPROPRIATE DRAWINGS. CHIMNEY - 18 PSF 3. ROUGH - FRAMING PLUMBING 2. INTERIOR DOORS SHALL BE 1 3/4" THICK, FLUSH PANEL PLAIN SAWN OAK, MINERAL CORE AS MANUFACTURED BY ROOF: 5 PSF DOWNWARD / 14 PSF UPWARD & INSULATION 2 SEE ARCHITECTURAL DRAWINGS FOR COORDINATION OF EQUIPMENT INSTALLATIONS 4. FINAL COMPLETE FOR ORCC ION MUST WEYERHAUSER, MOHAWK OR EQUAL. PROVIDE POLISHED BRASS INTERIOR HARDWARE BY SCHLAGE OR EQUAL IN STYLE BE ONSTRTCTION , STATE LAW PROHIBITS ANY PERSON FROM ALTERING SELECTED BY THE OWNER. 3. COORDINATE LINE VOLTAGE ELECTRICAL CONNECTIONS WITH THE ELECTRICAL CONTRACTOR. ALL CONSTRUCTION ,$ ALL MEET ANYTHING IN THIS DRAWING AND/OR THE FIRE SPRINKLER SYSTEM THE REQUIREMENTS p THE N.Y. IS UNDER THE DIRECTION OF. UNLESS IT { IS UNDER THE DIRECTION OF A LICENSED 3, INSULATED PANEL SECTIONAL OVERHEAD DOORS SHALL BE AS SELECTED BY THE OWNER INSTALL WITH WEATHERSTRIPPING IN 4. PROVIDE ALL CONTROLS AND LOW VOLTAGE WIRING CONNECTIONS TO ALL CONTROLS AND EQUIPMENT. I/A STATE CONSTRUCTIO A ENERGY PROFESSIONAL. WHERE SUCH ALTERATIONS ACCORDANCE WITH THE DOOR MANUFACTURERS RECOMMENDATIONS. CODES. NOT RESPON ISLE FOR ARE MADE THE LICENSED PROFESSIONAL DESIGN OR CONSTIFILIC ON ERRORS MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE KRMIT REQUIRED FOR DRAWING AND/OR IN THE SPECIFICATION. ALARM SYSTEMS UNDER ref. no.: SRM LAW 200024.00 6,. 6., / 5" THK. CONC. RAMP / - \ REINF. W/ 6x61.4xW1.4 W.W.F/ / \ SEE DETAIL 10 \ A-2 4" RADIUS _ 5'-0" MAX I I E ,il H.D. GA V. NDRAIL I a WALL TYPE SCHEDULE EXTEN 12" BEYOND I a RAMP l Y J I I 2s I 3/8" AIR GAP EXISTING MASONRY WALL a IP" 2" SEMI-RIGID INSUL, ° JNT. WITH / 2" GALV. METAL STUDS a SEALANT a 24110C. (HORIZ.) AND 12" IN. RAMP— WALL TYPE 48" O.C. (VERT.) /5/8" GYP. BD. RAMP 12" FLAT / \ / EXISTING MASONRY WALL \ _ _ _ _ — _ _ — _ / \ � 5'-0" (MIN.) VARIES (30' MAX.) 5'-0" (MIN.) _ / 3-5/8" GALV. MTI_. 2 tksl Z . 6TUDS a 16" O.C. % MAXIMUM PITCH 83% MAXIMUM PITCH 2e MAXIMUM PITCH (1:"50) LANDING (1:12) RAMP (W'50) LANDING RAMP DETAILSR-13 INSULATION TYPICAL RAMP ELEVATION A— 2NOT TO SCALE WALL TYPE 5,8" ABUSE RESISTANT A-2 GYP. BD. HANDRAIL DETAIL NOT TO SCALE seal: 2 LAYERS 5/8" RED A&CN/ TYPE 'C" GYP. BD. (BOTH SIDES) 3-5/8" MTL. STUDS a A 16" O.C. R-13 INSULATION 2x6 a 16" O.C. WALL TYPE �C R-30 INSULATION 2X6 ANGLE 5/8" GYP. BD. BRACING (BOTH SIDES) 2x8 a 16" O.C. a 16" O.C, , -,CC Yr'3-5/8" MTL STUDS M w . M NSULATIAONENUATION ,,______________ ________..________ r 2xuT r� )"'" n�,Crn'„- r v”�-�r,;xz iY-,.-r�-r,: �,�;" �rqv,-:n"wrr�,,..w�;�� -r.rye . FURR OUT AROUND a 16" O.G. SIGNAGE SCHEDULE � �� � � � �� allr, "�" "^ ' ' "'' U '� " '' TRUSS SPLAYS a REVISION 2/6/01 e• / 2 LAYERS .5 a — COLUMNS /� WALL TYPE : 5/9 TYPE 'C 16" O,C. _ NEW FIRE RATED WARD ASSOCIATES # TEXT REMArdGS SIZE SEE SPEC. GYP. BRD. - ACOUSTICAL PANEL W/ R-30 INSULATION 12 GA. Landscape Architects, BRAILLE W/ LETTERS 4 UNIVERSALp FOR 5/8" GYP. BD. - �- SUPPORT WIRES TO EXIST. REMOVE EXISTING 5-1 TOILET ACCESS SYMBOL 8 x 8 SIGNAGE (BOTH SIDES) RECEIVING s - (3) 2x12 g PURI_INS AT 24" O.G. WINDOWS AND Architects, Engineers S-2 WOMEN BRAILLE W/ LETTERS 8" x 8" a 16/'8' "CTL. STUDS 112 a STORAGE CLOSE OPENINGS NON-ACCESSIBLE B LABEL 110 1500 Lakeland Avenue a S-3 MEN BRAILLE W/ LETTERS 8" x 8" RAMP WALL TYPE E NOTE: WALL HEIGHT = VARIES m VINYL H.M. DOORS O Bohemia, N.Y. 11716 NON-ACCESSIBLE SIGNAGE HARDWOOD CAP - SEE DETAIL 4/A-2 STRIP 35/e" GALV. MTL. (631) 563-4800 MASONRY WALL DOORS STUDS, R-131NSUL., Na" ABUSE RESISTANT i 7/8" GALV. MTL. GYP. BRD. 45 West Main Street —� HAT-CHANNELS a 16" O.C. _ Little Falls, New York-1 3365 WALL TYPE � 5/8" GYP. BRD. 1 SECTION (315) 823-438 A- 2 m 2' 4' project title: 8' SCALE. 1/4" = 1'-0" KARDWELL NEW ROOFING SHINGLES 5 OFFICE CLASS A ON EXISTING MODULAR A-2 BUILDING SMOKE:TIGHT T6G WD. DECK JOINT RAMP fff HARDWOOD FLUSH EXIST. 2x6 PURLINS EXIST. 2x6 PURLINS PLUGS AT SCREW 5/4" x 6" HARDWOOD LOCATIONS 12" O.C. CAP. (STAIN) 'T (�)l"� -2„ GALV. EDGE BEAD ��� '�" 3/4" x 4" HARDWOOD m s ,_�„ 2 LAYER OF 5%11 "Y4 AT TOP OF EACH POPLAR REVEAL. A-2 ,.•� MATTITUCK, NY TYPE "C" GYP. BRD. �= SIDE, CONT. (PAINT) _ _ : __ w/ RESIL. CHNLS. drawing title: 2'-OV" CONT. BLOCKING "' 4T 4 DOWN- „ - RAMP �kJ51�" g STL. TRUSS. WITH CONT. CAP RAIL, ALUM G 5 - SECTIONS n NEW 8' LIGHTWEIGHT ENCASE W/ 2 LAYERS 5/8" GYP. BD. (BOTH � NOSING c. - ; 4" THK, REINF. CONC. CONC. BLOCK FIRE OF 5/." TYPE C" SIDES) MTL. STUDS AT 16" IL. - SLAB REINF. WITH _ 12„ 6x6-WI.4xWl.4 WILF WALL GYP. BIRD. � � = AND ELECTRIC rYF. „ 03 NOSING BAR- v2" THK. )(� �)( �)( �i X - _ I DETAILS I1/a" CLR TYP. _ - —1 ITS EXPANSIONJOINT FREMOLIDED _x—, x W/ SEALANT 4 WALL DETAIL 3 RAMP PLAN NEW FIRE RATED ACOUSTICAL - wa 6/ PANEL W/ R-30 INSULATION. 12 GA. SUPPORT VRIES TO NEW ACOUSTICAL PANEL W/ R-30 A- 2 REF. WALL TYPE 0 6" 1' 2' A— 2 0 2' 4' 8' LINEOr X15TING EXIST. PURLINS. INSULATION. 12 GA. SUPPORT E a / s, =III=III WIRES TO EXIST. PURLINS. SCALE: I/4" I'-0" x— - 5/8" GYP. ON '1/8" HAT CHANNELS _ OFFICE 10-1 SCALE: 1 1/2" = 1'-0" drawn by: checked by: D.M. L.M.Q. 1 ACCESSORY STORAGE 110 RUBBER BASE 3/4" PLYWOOD WITH INSTALL ADDITIONAL date: scale: III gyp" UNDERLAY AND MTL. STUDS TO 12/18/00 AS NOTED PATCH SLAB FLUSH TO FLUSH T/O FOOTING I�/z" STL. PIPE Z EXISTING AS NEEDED W/ EXIST. SLAB CARPET FINISH. 1 ANCHOR HANDRAIL. a 4 �/ " EXPANSION JOINT 5/ „ RAIL (TYP.) PAINT. /A" STL, PIPE I � e THK GYP. BRD. RAIL ITYP.) PAINT, drawing number: �q a ON 2"x4" STUDS a —� SEE DETAIL A42 POROU5 FILL (6" MIN.) 16 O.C. TYP. " w o a J 2"5 BARS CONTINUOUS x6" JOIST 16 THK GYP. BRD. COMPACTED SUBGRADE a . _ e o LA ON 2"x4" STUDS e, e 4• Hr. I I Na" m w a 2" O.C. TYP- - rales E — "4 BARS, 12" O.C., _ --- - " BAB FIN. FLOOR o f v o- a BOTH WAYS, 2" CLF_ _ EL E 0'-T' 4 I I II -_,F N07E BELOW a „ AK .— - — _ I'-4" I/4" THK NEOPRENE ' _ 1 PADS ITYP.) ^ 4" HT. RUBBER BASE MODULAR RAMP 2X6 (CUT) alt" O.0 � �yl� �hy PEMKO MODEL 12" (2) 2"x6" RAMP JOIST H R 125FAK AT BREAK BLOCKING STATE LAW PROHIBITS ANY PERSON FROM ALTERING F I R E W A L L � R O O F JUNCTION DETAIL RAMP SECTION AT BREAK '" RAMP. RAMP SECTION ANYTHING ON THIS DRAWING AND/OR THE 9 CONCRETE STAIR 2 5 6 ACCOMPANYING SPECIFICATION. UNLESS IT A UNDER THE DIRECTION OF-A LICENSED N AREPROMADE THE LICENSED AL. WHERE CPROFESSIONAL rn NOT TO SCALE 0 6 2 A- 2 0 2 4 8 A- 2 NOTE: VERIFY FLOOR ELEVATION 0 2' 4' 8' MUST SIGN, SEAL, DATE AND DESCRIBE THE 3 A_2 A- 2 NOTE: FULL EXTENT OF THE ALTERATION ON THE NOTE; IN FIELD. ALIGN RAMP WITH DRAWING AND/OR IN THE SPECIFICATION. N RATING BASED UPON UL ASSEMBLY NUMBER _511 EX15TING DOOR SADDLE. a SCALE: 1" = I'-0" SCALE: I/4" I'-0" SCALE 1/4" = r-0" ref. no.: 200024.00 2" 5/8" _ HOLLOW METAL O DOOR SCHEDULE DOOR FRAME Ill _ _ _ n SADDLE LABEL SET NO. REMARKS FRAME LOCATION SIZE MAIL FIN. TYPE MAi'L NN. DETAR HOLLOW METAL FRAME STAIRS 3068 WD ST A HM. PT, 2/A-3 4/A-3 - I CLA56ROOM LOCK FUNCTION \ TO OFFICE 100 _ - OFFICE 100 _ _ - - DOOR A5_ �`� /� DOOR AS 2 OF OFFICE 101 3068 WD 5T A N.M. PT. 2/A-3 2 UNDER CUT -FIELD DETERMINE PER DOOR SOLED- ° �9 � ( SCHED. 3 OFFICE 100 3068 WD 5T A H.M. PT. 2/4-3 5/4-3 3 UNDER CUT -FIELD DETERMINE m r FROM H.C. TOILET 104 i 4 OFFICE 10T 3068 WD ST A HM. PT. 2/A-3 II/A-3 2 UNDER CUT -FIELD DETERMINE - FROM HALLWAY ELECTRICAL PANELS (2)21 WD ST B H.M. PT. 2/A-3 OFFICE 101 NO WALL BUMPER REQUIRED C 6 3068 WD ST A H.M. PT. 2/A-3 5/A-3 - 2 UNDER CUT -FIELD DETERMINE I '� 6 DOOR TYPE ELEVATIONS TO LUNCH 108 ___ -- 5/8" GYPSUM BOARD - -� STORAGE CLOSET (2)3668 WD ST C N.M. PT. 3/A-3 - - "I -� EACH SIDE F WALL. ADJUSTABLE STEEL HOLLOW METAL �- NTS 8 LUNCH 108 3068 WD ST A H.M. PT. 2/A-3 - - 6 UNDER CUT -FIELD DETERMINE ANCHORS (MIN. 3 PER JAMB) DOOR FRAME _/ PLASTIC LAMINATE --� 31/n" PLYWOOD R TO VESTIBULE 109 _ COUNTER \ PARTICLE BOARD. 9 STORAGE CLOSET (2)3668 WD ST C H.M. FT. 3/A-3 DOOR FRAME DETAIL EXTERIOR FROM NEW DOOR ON EXISTING FRAME _ PROVIDE WOO 'h" RAD. H OFFICE 10 3068 HM PT. A H.M.HPT. 9/A-3 4/A-3 9 _ DOOR BELL _ q A- 2" 5/8" - NTS. BLOCKING IN °v O FASCIA, ONT. STUD WALL AK A G ACCESSORY STORAGE 110 STL. LINTEL - S 3468 HM PT. A H.M. PT. 9/A-3 4/A-3 B 9 (y4�' x3�-}"x5/16" ANGLES l4" vERTJi0 OFFICE 10"1EXTERIOR FROM 3868 HM PT. A HM. FT. 9/A-3 4/A-3 - 8ACCE550RY STORAGE 110 ACCESSORY STORAGE 110 DOOR `-9 FROM SHIPPING III 3068 HM PT. A H.M. PT. A-3 2 Zn Fj/8n CONT. 2"x4" WITH m C 'i>" 9 LAG SCREWS \ I4 RECEIVING 112 3068 HM PT. A H.M. PT. I/A-3 - B 2 - � r (Z) 2"x3" CONT. FROM SHIPPING III m ++� B 2"x3" 5 24" OC. RECEIVING 112 TO _ BOLT TO BLOCKING 5801: 15 ACCESSORY STORAGE 110 (2) -0068 HM PT. B HM. PT. I/A-3 B 4 I AT EACH END. �,�s EpLG A��yir GARAGE DOOR W/ `' DOOR I \ 16 EXTERIOR TO 100100 MTL PRE. - MTL. PT. - - - - AUTOMATIC OPEN A DOOR BELL _ = PLASTIC LAMINATE RECEIVING 112 —___ — (2Roc6 BACKER MATERIAL a STAIRS FROM - - C I 3 ^ - I� 3068 WD 5T A H.M. PT. 2/A-3 4/A-3 WALL BEYOND OFFICE 201 m __ 5/8" GYPSUM BOARDEXT OFPICE 201 306E WD 5T A HM. PT. 2/A-3 - - 2 UNDER CUT -FIELD DETERMINE '1/n" THK. . IS TO OFFICE 200 EACH SIDE OF WALL. PLYUJD. OFFICE 201 2868 WD 5T A H.M. PT. 2/A-3 - - 2 UNDER GUT -FIELD DETERMINE ADJUSTABLE STEEL \ HOLLOW METAL �— LINE OF CLEARANCEILITYof la �� I0 OF OFFICE 200 ANCHORS IMIN. 3 PER JAMB) DOOR FRAME FOR ACCESSIBILITY OFFICE 203 306E WD ST A HM. PT. 2/A-3 - - 2 UNDER CUT -FIELD DETERMINE / C 20 TO SERVER 202 _ LINE OF SIDING s EXTERIOR 3868 HM PT A H.M. PT. 10/A-3 4/A-3 - 8 - 2 DOOR FRAME DETAIL 5/4"x4 WOOD TRIM - I 21 FROM STORAGE 113 _ _ EXTERIOR TO - _ _ GARAGE DOOR W/ CAULK CONT, REVISION 2/6/01 22 STORAGE 113 100100 MTL PRE. - MTL. PT. - AUTOMATIC OPEN �- 2 N.T.S. HOLLOW METAL DOOR FRAME 23 EXTERIOR 3868 HM PT A H.M. PT. 10/A-3 4/A-3 9 r 5° WARD ASSOCIATES FROM STORAGE 113 \ * INDICATES NOTE: 3070 = 3'-0" U11DE x , -�" H1��+. 10 D O 0 R FRAME DETAIL AC DIMENSIONS FOR Landscape Architects, DOOR I'-5" CLFARENCE5 Architects, Engineers - 3 eA- FFLOOR WALLS CEILING COUNTER DETAIL RM # 10 4 1500 Lakeland Avenue FINISH SCHEDULE BASE REMARKS Bohemia, N.Y. 11716 ROOM NAMEMAIL FIN. MAIL FIN. HEIGNr Mil FIN. 3 0 6" 2' (631) 563 4800 100 OFFICE CARP. PRE, RUB. GYP. pT. 9'-0" Ac.P. FRE. = 45 West Main Sheet SCALE: 11/21' = r-m" Little Falls, New York 13365 101 OFFICE CARP. PRE. RUB. GYP. PT. 9'-0" AC.P. FRE. 0 WOMEN'S TOILET GYPSUM BOARD 5-0 � B C �/ (315) 823-4384 102 LIBRARY CARP. PRE. RUB. GYP. PT. 9'-0" AC.P. FRE. EACH BIDE OF WALL. 6" 3'-0"•0" _ 3'_6zK1 ST, STL. DOOR AND FRAME COMPUTER ROOM CARP. PRE. RUB. GYP. PT. 9'-0" ACP. PRE. REMOVE WOOD PANELING ADJUSTABLE STEEL \ HOLLOW METAL E _ a-T GRAB BARS A5 PER SCHEDULE PrOfBCt idle: 1(03 ANCHORS (MIN. 3 PER JAMB) DOOR FRAMEIr TOILET ACCESS. 9 (SEE FLOOR RUBBER CARPET STRIP 104 H.C. TOILET C.T. PRE. C.T. GCT YP. W.C� 9'-0" A.C.P. F'RE, REMOVE WOOD PANELING ? g — - f-� .n ' UNDER DOOR CENTERLINE Q PLAN < SPEC.) KARDIMELL EX CT. - 3 DOOR FRAME DETAIL � � _ � ILLLLLLLL 105 W. TOILET EXIST. EXIST. EXIST. EXGTP. W.G. EXIST. EXIST. fFPT 3'-5„ OFFICE EX CT. N.T.S. MAX. CARPETING AB/ BUILDING 10[, M. TOILET EXIST. EXIST. EXIST. EX GYP. W.C. EXIST. EXIST. - A— � 2° 5/8° mH.C. ACCESSIBLE TOILET STALL SELECTED 107 OFFICE CONC SEAL GYP. PT. 9'-0" AC.P. - W1 1 DIVIDER STRIP TILT MIRROR�p 10_)8 LUNCH C.T. PRE. C�T� EXIST. PGYP) T. l'-l" EXIST. - EX.GYP. -SURFACE MOUNTEDA A-� DETAIL NOT TG SC,4LE 10g VESTIBULE GTIGARP. PRE. G.T. PT. 1'-l" EXIST. FT. CARPET AT PLATFORM W/ NOSING DOOR o SOAP DISPENSE J] EXIST. 110 ACCESSORY STORAGE CONC. SEAL GYP. PT, 0'-0" AC.P. PRE. n � Ga Od LAVACCATORY a MATTITUCK, NY ADJUSTABLE % Y �� \\mt LAVATORY W/ @ m STEEL "' �' R ` -PIPE INSULATION KIt ' O drawing title: III SHIPPING GONG BEAL - GYP. PT. 10'-0" A.O.P. PRE. - ANCHORS MIN. (BY PLUMB. CONTR) � 3 PER JAMB GYP. 112 RECEIVING CONC. SEAL - PT. 10,_0" GYP. PT. - _ _ ACCESSIBLE LAVATORY TOWEL DISPENSER DRINKING SECTIONS s STORAGE � W FOUNTAIN EXIST. e'-8�2" to REPAIWFATCH CEILINGS 4 WALLS AS TOILET ACCESSORY AND AND 20(T OFFICE CARP. PRE. RUB, PT. EXIST. PT. GONG SLK. 8 DETAILS /GYP. 6�_g�� REQUIRED FOR SMOOTH UNIFORM FINISH OFFICE CARP. PRE. RUB. EXIST. PT 8'-61/2" to EXIST. FT. REQUIRE AT' R CEILINGS / WALLS A5 CAULK CONT. HOLLOW METAL FIX 1_ URE- M 0 U N 1 I N G HEIGHTS 201 /GYP 6'-9" REQUIRED FOR SMOOTH UNIFORM FINISH DOOR FRAME A- 202 OFFICE / CARP. PRE. RUB. EXIST. Fi 8'-10" Lo EXIST. PT. REPAIR PATCH CEILINGS WALLS AS /GYP. 5'-10" REQUIRED FOR SMOOTH UNIFORM FINISH eA- D 0 0 I� f� R A M E DETAIL DOOR AND FRAME a EXIST. 8'-10" to REPAIR/PATCH CEILINGS 4 WALLS AS A5 PER SCHEDULE 203 OFFICE CARP. PRE. RUB. /GYP. FT" 6'-9" EXIST. PT. REQUIRED FOR SMOOTH UNIFORM FINISH '� WEATHER STRIPPING A7" SILL, 204 TOILET EXIST. - - EXIST. PT. EXIST. EXIST. P.T. N.T.S. / HEAD AND JAMBS ,/ / BED TOE SADDLE drawn b checked b IN SEALANT.T. (TYP. Y' Y' ABBREVIATIONS TOILET ACCESSORY LEGEND -� 50TH51DFS) P.M. L.M.F. ALUMINUM SADDLE COPE TO date: scale: ABBREV. DESCRIPTION ABBREV. DESCRIPTION HARDWARE SETS FRAME PROFILE. FILL UNDER 12/18/00 AS NOTED DETAIL HEM DESCRIPTION DOBRICK CAT. NO. WITH GROUT. HARDWARE SET NO. HARDWARE SET NO 4 HARDWARE SET NO 7 4 ALUMINUM SADDLE DETAIL. drawing number: ALUM. ALUMINUM W.M. HOLLOW METAL 3/4-3 WALL MOUNTED SOAP DISPENSER B-4112 A IU PR. HINGES 3 PR HINGES I SET SLIDING DOOR HARDWARE I LEVER LOCKSET I CLOSER 2 FLUSH PULLS A-3 N T.S. F A.5, ALUMINUM SADDLE MATT. MATERIAL I CL05ER I COORDINATOR/CARRY BAR HARDWARE SET NO B 3/A-3 TOILET PAPER DISPENSER 5-285-65 1 WALL BUMPER I SET OF FLUSH BOLTS b DOOR AND FRAME w E AC.P. ACOUSTIC CEILING PANEL M.S. MARBLE SADDLE /� SET WEATHERSTRIPPING LEVER LOGKSET I1i2 PR. HINGES A5 PER SCHEDULE A-31 f 1 n /'l-\ 3/A-3 SANITARY NAPKIN DISPOSAL B-TTI 1 SADDLE I SET WEATHERSTRIPPING I EXIT DEVICE W/ 2-POINT LOCKING --5-- T PRE. PREFINISHED L=� 3a" THK. DOUBLE BEVE1- (EXIT ONLY/ ELEC. ARM) -- MARBLE SADDLE. m GARP. CARPET HARDWARE SET NO 2 I CL05ER 3/4" UNDERCUT COPE 'TO FRAME N C.T. CERAMIC TILE PT. PAINT 3/A-3 WALL MOUNTED MIRROR B-2936 HARDWARE SET NO 5 1 SET WEATHERSTRIPPING I'r2 PF2. HINGES I KICK PLATE 1/4" 2 2 I - I/4" CERAMIC TILE FINISH I LEVER LOCKSET 3 PR HINGES I SADDLE - ANTE LAW PROHIBITS ANY PERSON FROM ALTERING o EX. EXISTING RUB, RUBBER E 3/A-3 GRAB BARS (42" S SIDES 4 36" BACK) 8-6209-99 1 CLOSER I SET OF FLUSH BOLTS - - ANYTHING ON THIS DRAWING AND/OR THE I WALL BUMPER I LEVER LOCKSET HARDWARE SET NO 9 I/2" �� ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED FIN. FINISH 5T. STAIN MARBLE S A D D L E DETAIL PROFESSIONAL. WHERE SUCH ALTERATIONS N _ F 3/A-3 TOWEL DISPENSER (SEMI-RECESSED) 8-3942 HARDWARE SET NO 3 HARDWARE SET NO 6 11/2 PR. HINGES F ARE MADE THE LICENSED PROFESSIONAL I EXIT DEVICE W/ LEVER 4 2-POINT LOCKING J MUST SIGN, SEAL, DATE AND DESCRIBE THE GYP. GYPSUM BOARD WD. WOOD I. 2k INDICATES RECESSED ACCESSORY FOR DEPTH INTO WALL 1'1/2 PR HINGES Ph PR HINGES (NIGHT LATCH/THUMB TURN) FIRE RATED FULL EXTENT OF THE ALTERATION ON THE I LEVER Loll I LEVER L47CHSET I CLOSER A- 3 NTS. DRAWING ANO/OR IN THE SPECIFICATION n SEAL CLEAR SEALER W.C. WALL COVERING I CLOSER I CLOSER I SET WEATHERSTRIPPING ref. no.: 200024.00 a KICK PLATE (12"I-4T.) I SADDLE • KARDWELL INTERNATIONAL DIVISION 1 - GENERAL CONDITIONS DIVISION 8 - DOORS AND WINDOWS (CONT.) DIVISION 16 - ELECTRICAL WINDOWS SHALL BE ANDERSEN, SIZES AS SHOWN ON THE DRAWINGS. ALL UNITS SHALL HAVE HIGH PERFORMANCE LOW-E 1. CONSTRUCTION SHALL CONFORM TO THE N. Y. STATE UNIFORM FIRE PREVENTION AND BUILDING CODE, NEW YORK STATE 4, GLAZING, WHITE PERMASHIELO FINISH, EXTENSION JAMBS AND SILLS, WOOD GRILLES AND SCREENS. 1. PROVIDE A COMPLETE ELECTRICAL SYSTEM FOR THIS PROJECT INCLUDING EXISTING EQUIPMENT REMOVALS, PANELBOARD ENERGY CONSERVATION CONSTRUCTION CODE, THE NATIONAL ELECTRIC CODE AND LOCAL ZONING ORDINANCES. ADDITIONS, NEW EQUIPMENT POWER CONNECTIONS INCLUDING POWER WIRING AND CONNECTING ALL EQUIPMENT FOR 5, VINYL STRIP DOORS SHALL BE MODEL 1003 BY CHALFANT (1-800-365-0389). STRIP DOORS SHALL BE COMPRISED OF 8" PLUMBING AND HVAC WORK; LIGHTING, SWITCHING, OUTLETS, EXIT AND EMERGENCY LIGHTING, FIRE ALARM SYSTEM 2. CONTRACTOR SHALL OBTAIN AND PAY ALL FEES ASSOCIATED WITH THE LEGAL DISPOSAL OF ALL CONSTRUCTION DEBRIS IN WIDE, .080 THICK CLEAR USDA REINFORCED LOW TEMPERATURE MATERIAL WITH 100 PERCENT OVERLAP, 8'-0" HEIGHT HUNG INCLUDING STROBES, SPEAKERS, ETC. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL ELECTRIC ACCORDANCE WITH THE LOCAL ORDINANCES. PROVIDE DUMPSTERS AS REQUIRED AND MAINTAIN SITE EGRESS AND INGRESS FROM STEEL HARDWARE ANGLES. CODE, NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE, ENERGY CONSERVATION CODE AND FIRE CODE, THROUGHOUT THE CONSTRUCTION PERIOD IN A SAFE MANNER ACCEPTABLE TO THE LOCAL GOVERNING AGENCIES. SUFFOLK COUNTY APPLICABLE CODES AND ALL OTHER APPLICABLE CODES AND REGULATORY PUBLICATIONS. ALL EQUIPMENT TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 3. ARCHITECTURAL SERVICES FOR THIS PROJECT ARE LIMITED TO DESIGN AND CONSTRUCTION DOCUMENTS FOR PERMIT DIVISION 9 - FINISHES PURPOSES. ALL DISCREPANCIES AND DEVIATIONS FROM THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT 2. OBTAIN ALL REQUIRED APPROVALS, INSPECTIONS AND CERTIFICATES FOR THE VARIOUS SYSTEMS AS REQUIRED BY THE IN WRITING PRIOR TO COMMENCING OR CONTINUANCE OF CONSTRUCTION. 1. FINAL SELECTIONS OF EACH MATERIAL SHALL BE APPROVED BY THE OWNER PRIOR TO ORDERING AND INSTALLATION. TOWN, LOCAL AUTHORITIES AND THE OWNER. PROVIDE AN UNDERWRITERS CERTIFICATE AT THE COMPLETION OF THE PROJECT, 4. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BARRICADES, TRAFFIC CONTROLS AND COVERINGS IN ORDER TO PROTECT THE 2. GYPSUM BOARD SHALL BE 5/8- THICK TYPE 'X' OR 'WR' AS NOTED THROUGHOUT FASTENED AS PER MANUFACTURERS PUBLIC AND WORKERS FROM INJURY THROUGHOUT THE CONSTRUCTION PERIOD. SUCH PROTECTIONS SHALL REMAIN AS RECOMMENDATIONS. INSTALL GALVANIZED CORNER AND EDGE BEADS. EDGE BEADS AT EXTERIOR OPENINGS SHALL BE L TYPE 3. PROVIDE LINE VOLTAGE SMOKE, HEAT AND FIRE DETECTION SYSTEM INCLUDING STROBES, GONGS, DETECTORS, PANEL AND NECESSARY UNTIL FINAL ACCEPTANCE AND DELIVERY OF A CERTIFICATE OF OCCUPANCY. PVC. ALL JOINTS SHALL BE TAPED AND SPACKLED - THREE COATS - SANDED SMOOTH, POLISHED, PRIMED AND PAINTED AS ANNUNCIATOR MODIFICATIONS AS REQUIRED AND APPROVED BY THE FIRE MARSHAL. FIRE ALARM CONTRACTOR SHALL BE SELECTED. LICENSED BY THE TOWN AND APPROVED BY THE FIRE MARSHAL FOR THE INSTALLATION OF FIRE ALARM SYSTEMS. 5. CONTRACTOR TO DO ALL PATCHING AS REQUIRED DUE TO NEW CONSTRUCTION ACTIVITIES AND/OR REMOVAL OF EXISTING MATERIALS FINISHES SHALL MEET FLUSH AND MATCH EXISTING UNLESS NOTED OTHERWISE. 3. CARPETING SHALL BE TYPE, MATERIAL, THICKNESS AND PATTERN AS SELECTED AND APPROVED BY OWNER. INSTALL OVER 4. COORDINATE REQUIRED POWER INTERRUPTIONS WITH LIPA/KEYSPAN AND THE OWNER PRIOR TO SCHEDULING WORK UNDERIAYMENT AND PADDING AS RECOMMENDED BY THE MANUFACTURER. CONFIRM CODE CLASS I COMPLIANCE PRIOR TO REQUIRING SAME. 6. CONTRACTOR/OWNER SHALL OBTAIN CERTIFICATE OF OCCUPANCY AND PERFORM FINAL CLEANING OF THE SITE PRIOR TO SUBMISSION FOR SELECTION BY OWNER. FINAL PAYMENT. 5. PROVIDE DAILY CLEANUP OF THE WORK SITE FROM DEBRIS GENERATED BY THE WORK OF THIS CONTRACT. LEGALLY 4. INTERIOR WALL SURFACES TO BE PAINTED SHALL RECEIVE ONE COAT OF PRIMER AND TWO FINISH COATS IN COLOR, FINISH, DISPOSE OF DEBRIS UPON COMPLETION OF ALL INSTALLATIONS, LAMPING, AND TESTING, THOROUGHLY INSPECT ALL Seal: SHEEN, ETC., AS SELECTED BY THE OWNER. WOODWORK SHALL BE STAINED OR PAINTED AS SELECTED AND APPROVED BY EXPOSED PORTIONS OF THE ELECTRICAL INSTALLATION AND COMPLETELY REMOVE ALL EXPOSED LABELS, SOIL, MARKINGS, DIVISION 3 - CONCRETE THE OWNER. AND FOREIGN MATERIAL. I. PROVIDE TWO #5 BAR DOWELS AT 12" O.C. VERTICALLY AT THE INTERSECTIONS OF NEW AND EXISTING CONCRETE WALLS 5. CERAMIC TILE SHALL BE CERAMIC MOSAIC AND MANUFACTURED BY DAL-TILE, OR EQUAL 1/4" THICK. SIZE AND COLORS AS 6. PROVIDE MANUALS, GUARANTEES, WARRANTIES AND EQUIPMENT DEMONSTRATIONS TO THE OWNER AT COMPLEI"ION OF THE PROVIDE SLEEVES FOR ALL WALL PENETRATIONS WITH WATER STOPS AND SEALANT ALL AROUND EACH OPENING. WORK. SELECTED BY OWNER. 4" HEIGHT COVE BASE WITH 4'-0" HIGH CERAMIC TILE WAINSCOAT WITH BULLNOSE TOP EDGE - r+ 2. PLACE SLABS ON 6" OF CLEAN POROUS MATERIAL COVERED WITH A 6 MIL VAPOR RETARDER. TAPE SEAMS. STEEL BAR 6. GROUT SHALL BE SANDED PORTLAND CEMENT AS MANUFACTURED BY LATICRETE OR EQUAL. 7. POWER, LIGHTING, COMPUTER AND TELEPHONE CONDUIT SHALL BE STEEL EMT WHERE PERMITTED BY CODE, EXCEPT REINFORCING SHALL CONFORM TO ASTM A-615, GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WHERE INSTALLED OUTDOORS, IN EARTH, OR IN CONCRETE SLABS; CONDUITS SHALL BE HOT-DIP RIGID GALVANIZED 7. ACOUSTICAL PANEL MATERIAL: STEEL. 3. CONCRETE SHALL HAVE A MINIMUM Fc. OF 3000 PSI AT 28 DAYS. WET CURE CONCRETE FOR 7 DAYS MINIMUM. OFFICE AREA: USG "ACOUSTONE GLACIER" 3/4" x 24" x 24 WHITE FINISH, NRC .65 - .75 (ASTM 0-423), CAC RANGE 40 g POWER AND LIGHTING CONDUCTORS NUMBER 8 OR LARGER SHALL BE COPPER STRANDED WITH TYPE THWN INSULATION DIVISION 4 - MASONRY - 44, UL DESIGN G-202. ACCESSORY STORAGE USG ROCKFACE", 3/4" x 24" x 24', FIRECODE, WHITE FINISH, NRC .60-.70, STC 35-39. (600 VOLT); NUMBER 10 OR SMALLER SHALL BE COPPER SOLID WITH TYPE THHN/THWN INSULATION (600 VOLT). 1. CONCRETE BLOCK SHALL CONFORM TO ASTM C-90, 757 SOLID, GRADE N-1. PROVIDE 9 GAUGE HOT DIPPED GALVANIZED, a. SUSPENSION SYSTEM SHALL BE WHITE, EXPOSED GRID, .020" GALV. STEEL WITH DOUBLE WEB, .018 GALV. CROSS TEES, 1 9. GALVANIZED RIGID CONDUIT SHALL BE USED WHERE EMT NOT PERMITTED CODE, OR WHERE CONDUIT IS CONCEALED ASTM B-153, TRUSS TYPE MASONRY JOINT REINFORCING AT 16" ON CENTER VERTICALLY. FILL BLOCK CORES SOLID AT ALL 1/2" HT, 15/16" FACE. PROVIDE 12 GAUGE GALVANIZED PRE-STRAIGHTENED MILD STEEL WIRE ® 24" O.C. TO SUPPORT IN CONCRETE SLAB OR JN EARTH, OR EXPOSED. WIRE SHH ALL BE �f 12 COPPER MINIMUM. BEARING POINTS AND OPENING JAMBS. SPACE REINFORCING AT 8" ON CENTER OVER WALL OPENINGS AND AT BASE OF BATT INSULATION OVERLAY. MFG: USG, DONN, NATIONAL ROLLING MILLS OR CHICAGO METALLIC CO. BLDG. DEPT. REVISIONS 6-1-01 WALLS. b. SUPPORT CHANNELS: 16 MSG COLD-ROLLED STEEL CHANNELS, 1 1/2" DEEP WITH 9/16" FLANGES WITH 12 SWG GALV. WARD ASSOCIATES 2. PROVIDE UL CLASSIFIED CONCRETE MASONRY UNITS AT THE NEW FIRE WALL TO ACHEIVE WALL RATING SPECIFIED. WIRE. SPACE ® 48" O.C. MAX., AND SUSPENDED FROM STRUCTURE ABOVE WITH 1/4" GALV. STEEL ROD AND GAT CLIP 4E:1.5L ® 48" O.C. MAX., BOTH DIRECTIONS. Landscape Architects, DIVISION 5 - METALS c. INSTALLATION SHALL CONFORM TO ASTM C-636. MAXIMUM DEFLECTION SHALL BE 1/360 OF SPAN. BUILDING CODE ANALYSIS Architects, Engineers 1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36 AND SHALL BE FABRICATED IN ACCORDANCE WITH AISC MANUAL OF _ STEEL CONSTRUCTION. SHOP PRIME ALL STEEL WITH ZINC RICH PRIMER - CARBOLINE OR EQUAL. 2. PROVIDE GALVANIZED 3 5/8" METAL STUDS, 2" GALV. METAL Z FURRING AT 16" ON CENTER MAXIMUM ASTM A446. ALL GENERAL ®UICLASLDIN 1500 Lakeland A11716 venue METAL STUDS AND FURRING SHALL BE 20 GAUGE MINIMUM. PROVIDE SOLID WOOD BLOCKING AT OPENING JAMBS AND DIVISION 10 - SPECIALTIES OCCUPANCY CLASS: C.1 - OMODEF'ICE (LOW HAZARD) Bohemia, N.Y. 00 HORIZONTALLY AT GRAB BARS, WALL RAILS, SHELVING UNITS, RAILING ATTACHMENTS, ETC. 54.2 - MODERATE HAZARD (631)563,4800 1. ALL TOILET ROOMS ACCESSORIES SHALL BE BOBRICK OR EQUAL. STAINLESS STEEL TYPE 304 WITH #4 FINISH. CONSTRUCTION TYPE: 56- W000 FRAME 3. ALL WELDING SHALL BE PERFORMED BY LICENSED WELDERS AND SHALL BE FABRICATED IN ACCORDANCE WITH THE AWS AND 2 FIRE EXTINGUISHERS SHALL BE ANSUL, 10 POUND DRY CHEMICAL_ FULLY CHARGED. NEPA 299 APPROVED WITH HEAVY DUTY 45 West Main Street THE NYS UNIFORM CONSTRUCTION CODE. WALL BRACKETS. (TOP AND BOTTOM) AREA LIMI little Fails, New York 13365 ALLOWABLE AREAS: 6,000 ST- ' '(J .2 ST +50% (ACCESS. ON 2 SIDES)=9,000 SF 4, ALUMINUM NOSING: EXTRUDED ALUMINUM NOSING TYPE 4341 WITH COLORED, ABRASIVE RIBS, COLOR AS SELECTED BY Q 4,000 SF 11 STY)+50% (ACCESS. ON 2 SIDES;=6,000 S1= (315) 823-4384 OWNER. MANUFACTURED BY AMERICAN SAFETY TREAD COMPANY, 1-800-245-4881. 3. BUILDING SIGNAGE: 8"x8" WORD AND PICTURE SIGNAGE WITH TACTILE SYMBOLS RAISED 1/32", TEXT WITH GRADE 2 BRAILLE. 4,000 SF(! STY-WD.FR.)+50% (ACCESS. ON 2 SIDES)=6,000 SF CONTRASTING BACKGROUND 5/8" HEIGHT HELVETICA MEDIUM LETTERING. ADA COMPLIANT WITH INTERNATIONAL ACCESS SYMBOL AT ACCESSIBLE TOILET ROOM. MANUFACTURER: BEST SIGN SYSTEMS; MOHAWK SIGNS OR EQUAL. ACTUAL AREAS: 2968 S.F. (1ST STY, TYPE 5b, C.1 OCCUPANCY) title: DIVISION 6 - WOOD AND CARPENTRY 1218 S.F. ( ND STY, TYPE , C C.1 OCCUPANCY) project 1 PROVIDE 5/4" x 3" CROSS BRIDGING NOT EXCEEDING 8'-0" ON CENTER FOR ALL FLOOR CONSTRUCTION, 2415 S.F. (3342 SF(1 STY', TYPE 56,ISTY, TYPE , C C 4.2) <Q000 S.F. C 4.2 OCCUPANCY) < =6,000 SF 2. PROVIDE HOT DIPPED GALVANIZED FRAMING CONNECTIONS AT ALL BUTT STRUCTURAL CONNECTIONS. ALL EXTERIOR NAILING DIVISION 15 - PLUMBING HEIGHT LIMITATIONS: KARDWELL SHALL BE HOT DIPPED GALVANIZED, STAINLESS STEEL OR ALUMINUM SO AS TO MAINTAIN COMPATIBILITY WITH ADJOINING ALLOWABLE HEIGHT: 2-STDRY, OET3d OFFICE MATERIALS 1. FURNISH ALL EQUIPMENT, MATERIALS AND LABOR REQUIRED FOR A PROPER AND COMPLETE INSTALLATION OF ALL PLUMBING SYSTEMS AND RELATED WORK INCLUDING BUT NOT LIMITED TO: REMOVALS, SAWCUTTING, PIPING, INSULATION, ACTUAL HEIGHT: 32' +/- BUILDING 3. TREATED LUMBER MEMBERS SHALL BE CCA, .40 PCF MINIMUM, KDAT15, ACQ OR EQUAL IN ACCORDANCE WITH AWPA BACKFILLING/COMPACTION, SUPPLY AND WASTE PIPING, VALVES, FITTINGS, FIXTURES, CLEAN-OUTS AND CONNECTIONS, STANDARDS, ALL MATERIAL SHALL BEAR GRADE / TREATMENT MARKINGS UPON DELIVERY TO THE SITE. PROVIDE 1/2" CONNECTION INTO EXISTING BUILDING DRAIN SYSTEM. EXIT UNIT REQUIREMENTS OCCUPANCY LOAD: 1ST FLOOR - C1 OCCUPANCY - 1P./200 S.F. = 16 P. DIAMETER ANCHOR BOLTS AT 6'-0" ON CENTER FOR SILL PLATE CONNECTIONS 2, ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING / 2ND FLOOR - C.1 OCCUPANCY - 1P./150 S.F.= 9 P. 4, PROVIDE PLAIN SAWN RED OAK TRIM AS REQUIRED BY THE OWNER. SCREW AND PLUG ALL FASTENER LOCATIONS WITH CODE, THE LOCAL PLUMBING CODE, SCWA, AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. 1ST FLOOR - C4.2 OCCUPANCY - 1P./250 S.F. = 10 P. MATCHING WOOD PLUGS. 1ST FLOOR - C4.2 OCCUPANCY -(TYPE 5)- 1P./250 S.F.=14 P. 3. PIPING - COLD AND HOT WATER, TYPE L COPPER TUBING WITH SOLDER TYPE FITTINGS. SOLDER SHALL BE 95/5. 5. PROVIDE BIRCH VENEER PLYWOOD SHELVES IN CLOSETS AND STORAGE SPACES. SHELVES SHALL HAVE MATCHING HARDWOOD BELOW GRADE PIPING SHALL BE TYPE K COPPER, PROVIDE SHUT-OFF AND DRAIN VALVES FOR EACH RISER AND EXIT CAPACITY: C.1 = fi0 P. / EXIT UNIT (STAIRS), 90 P. / EXIT UNIT (DOORS). EDGE. SHUT-OFF VALVES FOR EACH FIXTURE. IDENTIFY ALL VALVES WITH TAGS. EXITS REQUIRED: 1ST FLOOR - 2 EXITS REQUIRED MINIMUM. MATTITUCK, NY 6. PROVIDE PLASTIC LAMINATE COUNTERTOPS WITH 4" HIGH BACKSPLASH, BULLNOSE FRONT EDGE AND BACKER PANELS OVER 4. PROVIDE CAST IRON SERVICE WEIGHT PIPING BELOW SLABS. NO HUB CAST IRON PIPING ABOVE GRADE FOR SOIL AND 40 P. / 90 P. PER EXIT UNIT = 1 EXIT UNIT REQ'D. drawing flue: FURNITURE GRADE PARTICLE BOARD. PROVIDE MATCHING BASE AND UPPER CABINETS. SINK COUNTERTOP IN THE HANDICAP VENT LINES. 2ND FLOOR - 2 EXITS REQUIRED. 2 EXITS PROVIDED. 9 P. / 60 P. / EXIT UNIT = 1 EXIT UNIT REQ'D. (MIN. 2) TOILET ROOM SHALL BE ADA COMPLIANT. 5. VALVES SHALL BE BRASS/BRONZE BODY TYPE, 125 PSIG. EXITS PROVIDED: 1ST FLOOR - 4 EXITS PROVIDED (7 UNITS OF EXIT) DIVISION 7 - THERMAL & MOISTURE PROTECTION 6. CLEAN-OUTS SHALL BE FULL SIZE OF PIPE WITH THREADED BRASS SCREW PLUGS. 2ND FLOOR - 2 EXITS PROVIDED (3 UNITS OF EXIT) SPECIFICATIONS 1. PROVIDE VISQUEEN OR EQUAL, 6 MIL POLYETHYLENE VAPOR RETARDER UNDER ALL CONCRETE SLABS. LAP JOINTS 6" AND 7. PIPE INSULATION SHALL BE CELLULAR FOAM OF THICKNESS AS REQUIRED BY THE NEW YORK STATE ENERGY CONSERVATION ALLOWABLE 1ST FLOOR - 175' (C.1 OCCUPANCY, NON-SPRINKLED) TAPE. TURN UP 4" VERTICALLY AT EDGES. CODE. PROVIDE ON ALL INTERIOR COLD AND HOT WATER PIPING. TRAVEL DISTANCE: 2ND FLOOR - 150' (C.1 OCCUPANCY, NON-SPRINKLED) 2, APPLY NON-ASBESTOS KARNAK OR EQUAL, ASPHALTIC DAMPROOFING TO THE INTERIOR FACE OF ALL EXTERIOR WALLS. APPLY 8. PROVIDE 'TRAP-WRAP" AT HANDICAP LAVATORY SUPPLY AND DRAIN PIPING. 1ST FLOOR - 150' (C4.2 OCCUPANCY, NON-SPRINKLED) WITH A TROWEL TO THE THICKNESS RECOMMENDED BY THE MANUFACTURER. VERIFY COMPATIBILITY WITH EXTRUDED ACTUAL 1ST FLOOR - 88' MAX. POLYSTYRENE INSULATION PRIOR TO PURCHASE. 9. PROVIDE KOHLER FIXTURES AS FOLLOWS. TRAVEL DISTANCE: 2ND FLOOR - 36' MAX. 3. INSULATION BETWEEN STUDS SHALL BE BATT TYPE, R-13 WITH FOIL VAPOR RETARDER FACING, INSULATION ABOVE THE HUNG FIXTURE SCHEDULE: STAIR CAPACITY 9 P. / 60 P. / EXIT UNIT = 1 STAIR EXIT UNIT REQ'D. CEILING SHALL BE R-30 MINIMUM. REQUIRED: a. COUNTERTOP LAVATORY- KOHLER K-2917-8, K-7435-K-CP GOOSENECK FAUCET, 4, ALL LEADERS SHALL BE CONNECTED INTO ON SITE DRY WELLS WITH 6" PVC SDR 35, PROVIDE PVC BOOT TRANSITION AND K-16012-5-CP PADDLES. STAIR CAPACITY 1.5 EXIT UNITS PER STAIR EXISTING. TWO STAIRS EXIST. CAULK. PROVIDED: 3 STAIR EXIT UNITS = 180 P. EXIT CAPACITY > 9 P. b. TOILET - KOHLER "HIGHCLIFF" K-4368 WITH K-4654-A WHITE OPEN FRONT SEAT. SLOAN drawn by: checked by: 5, CAULKING SHALL BE LEXCEL OR SILICONE FOR EXTERIOR. LATEX TYPE FOR INTERIOR. ADHESIVES SHALL BE PL PREMIUM AS ROYAL FLUSH VALVE 1 .6 OFF. FIXTURE R' Q IR M NT TOTAL OCCUPANT LOAD = 49 PERSONS MANUFACTURED BY CONTECH. 10. PROVIDE ALL MISCELLANEOUS PIPING, P-TRAPS WITH CLEAN-OUT PLUGS, MATCHING CHROME SUPPLY PIPING REQUIRED: 3 LAVATORIES3 WATER REQUIREETS D date: date: scale: 6. ROOFING REPAIRS SHALL BE COMPATIBLE WITH EXISTING AND SHALL BE INSTALLED TO PROVIDE POSITIVE DRAINAGE. AND SHUT-OFF VALVES FOR A COMPLETE INSTALLATION OF EACH FIXTURE. 1 DRINKING FOUNTAIN REQ'D. 2/ 8/gym AS NOTED 7 SHEET METAL SHALL BE 16 OZ COPPER FOR THE TWO-STORY OFFICE SECTION AND 22 GAUGE GALVANIZED STEEL PROVIDED: 3 WATER CLOSETS PROVIDED drawing number: (G-90) FOR THE ONE STORY WAREHOUSE BUILDING. 3 LAVATORIES PROVIDED 1 DRINKING FOUNTAIN PROVIDED DIVISION 15 - MECHANICAL DESIGN LOAD5 VICES RE DIVISION 8 - DOORS AND WINDOWS 1. GENERAL: FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANS, TOOLS AND SERVICES NECESSARY AND REQUIRED FOR SNOW: 30 PSF 1, HOLLOW METAL DOORS SHALL BE 16 GAUGE INSULATED WITH 14 GAUGE WELDED HOLLOW METAL FRAMES. 1-3/4" PROPER AND COMPLETE INSTALLATION OF ALL HEATING, VENTILATING, AND AIR CONDITIONING SYSTEMS AND RELATED WORK. FLOOR: 100 PSF LIVE LOAD TO Qj I HVAC SYSTEMS WILL INCLUDE, BUT NOT BE LIMITED TO, AIR HANDLERS, VENTING, EXHAUST FANS, DUCTWORK, AND ALL WIND: EXT. WALL - 15 PSF THICKNESS. PROVIDE EACH DOOR WITH THREE BALL BEARING TYPE BUTT HINGES, CLOSER, FRAME AND SILL SYSTEM RELATED PIPING, VALVING, CONTROLS AND WIRING, ELECTRICAL COORDINATION WITH ELECTRICAL CONTRACTOR FOR WEATHERSTRIPPING (EXTERIOR DOORS), WALL / FLOOR BUMPER, KICKPLATE, EXIT DEVICE AND LEVER HARDWARE AS LINE VOLTAGE WIRING, AND ALL NECESSARY DEVICES FOR COMPLETE FULLY OPERATING SYSTEM AS SHOWN ON THE EAVES _ 15PSF 18SPSF APPLICABLE. SEE HARDWARE SET TYPES ON THE DRAWINGS. APPROPRIATE DRAWINGS. ROOF: 5 PSF DOWNWARD / 14 PSF UPWARD 2 INTERIOR DOORS SHALL BE 1 3/4" THICK, FLUSH PANEL PLAIN SAWN OAK, MINERAL CORE AS MANUFACTURED BY 2. SEE ARCHITECTURAL DRAWINGS FOR COORDINATION OF EQUIPMENT INSTALLATIONS. WEYERHAUSER, MOHAWK OR EQUAL. PROVIDE POLISHED BRASS INTERIOR HARDWARE BY SCHLAGE OR EQUAL IN STYLE STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE SELECTED BY THE OWNER. 3. COORDINATE LINE VOLTAGE ELECTRICAL CONNECTIONS WITH THE ELECTRICAL CONTRACTOR. FIRE SPRINKLER SYSTEM ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED 3. INSULATED PANEL SECTIONAL OVERHEAD DOORS SHALL BE AS SELECTED BY THE OWNER. INSTALL WITH WEATHERSTRIPPING IN 4. PROVIDE ALL CONTROLS AND LOW VOLTAGE WIRING CONNECTIONS TO ALL CONTROLS AND EQUIPMENT. N/A ACCORDANCE WITH THE DOOR MANUFACTURERS RECOMMENDATIONS. PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 200024.00 / 5" THK. CONC. RAMP / _ \ REINF. W/ 6x6-=1.4xWIA W.WF, \ \ SEE DETAIL / \ 0 A-2 Ilia" O.D. TYP- 4" RADIUS = \ 5'-0" MAX WALL TYPE SCHEDULE D H.D. GALV. HANDRAIL EXTENDS 12" BEYOND . I 4 I a I (?YP.) I I m // / / A/ A/ ' 2 X ETMI-R GAIDOINS L WALL 11 RAMPGAP I m I/2" EXP. I / \ a JNi. WITH / T GAL V. METAL STUDS IP" MIN RAMP a SEALANT a 24"O.C. (HORIZ.) AND \ / / WALL TYPE ❑A 48" O.C. (VERT.) 5/8" GYP. BD. RAMP 12" FLAT / \ Bit / / EXISTING MASONRY WALL 5'-0" (MIN.) VARIES (30' MAX.) 5'-0" (MIN.) \ _ _ _ _ _ _ _ — — — \ _ _ i 3-5/8" GALV. MTL. / l / ' STUDS a 16" O.G. 2% MAXIMUM PITCH 839e MAXIMUM PITCH 2% MAXIMUM PITCH (L"50) LANDING (I:12) RAMP 11:11507 LANDING g�==N RAMPDETAILS TYPICAL RAMP ELEVATIONR-13 INSULATIONOT TO SCALE WALL TYPE A-2 NOT TO SCALE 5/8" ABUSE RESISTANT HANDRAIL D E T A I L GYP. BD. Seal: �EREoDA TYPE ECS" GYP. BD. \i�d' 5/8" r , (BOTH SIDES) 3-5/8" MTL STUDS It sp s m 9 16" O.G. ,r / R-13 INSULATION 2x6 16" WALL TYPE �C R-30 �`F INSULATION 2X6 ANGLE 5/8" GYP. BD. 2x5 s 16" O.C. BRACING (BOTH SIDES) 0 16" O.C. -- _ 3-5/8" MTL. STUDS wwY -" �,x- d r -rt �y r�'� �'.� N -"r .� a 16" O.C. �a REVISION 6/19/01 B vy _ X.. X. ;y Kyr _n r- KY1. PURR OUT AROUND SIGNAGE SCHEDULE SOUND ATTENUATION --------- -------- t V TRUSS SPLATS REVISION 2/6/01 COLUMNS INSULATION x e 2xB ° WARD ASSOCIATES WALL TTP 2 LAYERS 16„ OG EW FIRE RATED E P sie" TYPE "G" # TEXT REMARKS SIZ° I SEE SPEC. I GYP. BRD. - ACOUSTICAL PANEL W/ a FOR R-30 INSULATION 12 GA. Landscape Architects, S-I TOILET BRAILLE W/ LETTERS < UNIVERSAL g�' x g" .n SIGNAGE 5/8" GYP. BD. SUPPORT WIRES TO EXIST. REMOVE EXISTING ACCESS SYMBOL CBOTH SIDES) RECEMNG :u l3) 2xi2� 0 PURLINS AT 24" O.G. E WINDOWS AND Architects, Engineers WOMEN BRAILLE W/ LETTERS B" a B" 112 _ p STORAGE CLOSE OPENINGS S 2 3-5/8" MTL. STUDS - ' NON-ACCESSIBLE s 16" O.C. o B LABEL 110 1500 Lakeland Avenue HM. DOORS S-3 MEN BRAILLE W/ LETTERS 8' x 8 SIGNAGE RAMP' WALL 1YEE NOTE: WALL HEIGHT = VARIES m VINYL Bohemia, N.Y. 77716 NON-ACCESSIBLE HARDWOOD CAP - SEE DETAIL 4/A-2 STRIP 35/e" GALV. MTL. (631)563-48M DOORS STUDS, 13 INSUL., MASONRY WALL 5/en ABUSE RESISTANT GYP. BBD. 45 West Main Street 1/5" GALV. MTL. Little Falls,New York 13365 �— HAT-CHANNELS a 16" O.C. WALL TYPE 1 SECTION (315) 8234384 5/e" GYP. BBD. project title: A- 2 B' SCALE 1/4" = '-m" KARDWELL NEW ROOFING SHINGLES 5 OFFICE CLA55 A ON EXISTING MODULAR A-2 BUILDING SMOKETIGHT T4G WD. DECK. RAMP JOINT SHELVES HARDWOOD FLUSH -- PLUGS AT SCREW 5/4" x 6" HARDWOOD EXIST. 2x6 FURLING EXIST. 2x6 PURLINS LOCATIONS 12" O.C. CAP. (STAIN) GALV. EDGE BEAD 3/4" x 4" HARDWOOD ;, �� I'-2" m 4'-0" 2 LATE OF sie" 4�, AT TOF OF EACH POPLAR REVEAL. ��> MATTITUCK, NY SIDE, CONT. (PAINT? -2 drawing title: TYPE "G" GYP. BBD. f= - W/ RESIL. 412D -:� STEP R P (+) P B 2 0 CONT. BLOCKING p7-0" bm DOWN UP b'-31" 3'-JV," ' " '-e" 4" 3'-9"EXIST. STL. TRUSS. 5/5" GYP. BD. (BOTH SINUM.4" THK REINF. GONC. NEW B' LIHT N sASIE W/ LAYERS N SING 5 SECTIONS REINF. WITH CONG. BLE OF a SIDES) MTL. STUDS AT 16" O.0WALLGYP. BRED. WITH CONT. GAP FAIL. 4 ELECTRIC < AND 12" __ -- -� / s -6x6-WI.4xUl.4 WWF"3 NOSING BAR- // / r/ ` DETAILS TYP. I" r 1r1z„ CLR TYP. 1/2" THK \ X ` `' �`, / _ _PREMOLDED1/EXPANSION JOINT ;>� � ( � >� , , WALL DETAIL RAMP PLAN -16� X—X a x W/ SEALANT - .Il �/ \/ \/ /I 3rq"/FT,PITCH a ° / 4 NEW FIREACOUSTICAL �i l /\—J\ `t, 51/8" GYP.. 1V AHUPPORNNELS A- 2 REF.WALL TYPE 0 6" 1 2 A- 20 SCALE: % = I'-0" PANEL UINSULAT O 812 GA. SUIRES TO NEW ACOUSTICAL PANEL W/ R-30LINE OF EXISTING EXIST, PUINSULATION. 12 GA. SUPPORT BUILDING E drawn by: checked by: x f OFFICE 101 SCALE: 1 1/2 = -0 D.M. L.M.Q. a ACCESSORY STORAGE 110 a ° RUBBER BASE 3/4" PLYWOOD WITH r4" UNDERLAY AND INSTALL ADDITIONAL date: scale: a PATCH SLAB FLUSH TO FLUSH T/O FOOTING CARPET FINISH. 11/211STL. PIPE MTL. STUDS TO 12/I0/00 AS NOTED a d ra" EXPANSION JOINT 5r ., THK. GYP. BBD. EXISTING AS NEEDED W/ EXIST. SLAB RAIL (TYP.) PAINT. (RAIL (TYP.) PAINT. ANCHOR HANDRAIL. drawing number: � _ I e a ON 2"x4" STUDS 16" O.C. TYa — EE DETAIL ' • ' , P. - S A 2 _ N I POROUS FILL C6" MIN.) 5je TH I RD- ° '^ SON 2'x4 STUD a r SCOMPACTED 5UBGRADE FI N_ . FLOOR E BASE x6" JOIST I6OC. T . �4 BRO.C., EL ) Q f 25 BARS CONTINUOUS l" MAX.WAYS, 2" CLP- NOTE BELOW ° 4 1/4" THK NEOPRENE 4" HT. RUBBER BASE R 125FAK O C _ - PADS (TYPJ PEMDKO MODELP 2X6 (CUT) ell" _ 1p' (2) 2"x6" RAMP 3015T o (2) 2"x6" BLOCKING STATE IN PROHIBITS ANY PERSON FROM ALTERING FIREWALL/ ROOF JUNCTION DETAIL 5 RAMP SECTION AT BREAK IN RAMP. RAMP SECTION ANYTHING ON THIS DRAWING AND/CR THE CONCRETE STAIR ACCOMPANYING SPECIFICATION. UNLESS IT V IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ca �. � ARE MADE THE LICENSED PROFESSIONAL SCALE: I/4' 8 MUST SIGN, SEAL, DATE AND DESCRIBE THE 0 e, A- 2 NOTE VERIFY FLOOR ELEVATION FULL EXTENT AL THE ALTERATION ON THE C I 2. A_ '2 0 2' 4' 8' 0 2' 4 n _ n NOT TO SCALE A- 2 NOTE: w6pIN FIELD. ALIGN RAMP WITH rDRAWING AND/OR IN THE SPECIFICATION. RATING BASED UPON UL ASSEMBLY NUMBER L511 EXISTING DOOR SADDLE. _ 1'_0„ no.: 1 ALE: P I'-0" SCALE: I/4" I'-0" a 200024.00 DOOR SCHEDULE DOOR FRAME 5/s O SADDLE LABEL SET O. REMARKS HOLLOW METAL FRAME LOCATION S� MATL FIN. TYPE MAIL RN. DETAIL C _ FRAMEW METAL STAIRS 3068 WD ST A HM. PT. 2/A-3 4/A-3 C I CLASSROOM LOCK FUNCTION TO OFFICE 100 2 OFFICE 100 3068 WD 5T A HM. PT. 2/A-3 2 2 UNDER CUT -FIELD DETERMINE DOOR DOOR AS DOOR AS is PIER T, p1 PER TO OFFICE 101 m rA s SC EID ( r SCHED. 3 OFFICE 100 3068 WD ST A HM. Pi. 2/A-3 5/A-3 - 3 UNDER CUT -FIELD DETERMINE \ FROM H.C. TOILET 104 i 4. OFFICE 101 FROM HALLWAY 3068 WD ST A HM. PT. 2/A-3 II/A-3 - 2 UNDER CUT -FIELD DETERMINE ffm rJ ELECTRICAL PANELS (2)2668 WD ST B N.M. PT. 2/A-3 q I ® © O 6 OFFICE 101 3068 WH.M D ST A . PT.' 2/A-3 5/A-3 - 2 NO WALL BUMPER REQUIRED C `q TO LUNCH 108 UNDER GUT -FIELD DETERMINE 5/8" GYPSUM BOARD 6 DOOR TYPE ELEVATIONS 1 STORAGE CLOSET (2)3665 WD ST C P.M. PT. 3/A-3 1 EACH SIDE OF WALL. 8 OR LUNCH 108DJUSTABLE 5TEEL HOLLOW METAL A— 3 N.T.S3j ii TO VESTIBULE 109 3068 WD 5T A H.M.HPT. 2/A-3 - - 6 UNDER CUT -FIELD DETERMINE ANCHORS (MIN. 3 PER JAMB) DOOR FRAME PLASTIC LAMINATE ♦ PLYWOOD COUNTER PARTICLE BOARD D- g STORAGE CLOSET (2)3668 WD ST C HM. PT. 3/A-3 - - - 10 EXTERIOR FROM 3068 HM PT. A HM. PT. 9/A-3 4/A-3 9 DOOR BELLNEW DOOR ON EXISTING FRAME PROVIDE 1 DOOR FRAME DETAIL OFFICE 101 BLOCKING IINO -v RFD 11 ACCESSORY STORAGE 110 STL. LINTEL - A— 3 2" 5/S" N.T.S. STUD WALL - - - - - - OAK FASCIA, CONT. TO OFFICE 101 3468 HM PT. A HM. PT. 9/A-3 4/A-3 B 9 (2)4" x31r2"x5/16" ANGLES (4" VERT.) __ 12 EXTERIOR FROM 3868 HM PT. A H.M. PT. 9/A-3 4/A-3 - B - _ _ _ - ACCE55ORY STORAGE 110 13 ACCESSORY STORAGE 110 3068 HM PT. A HM. PT. IIA-3 - - 2 - DOOR 2" rJBn _ m FROM SHIPPING III CONT. 2"x4" WITH 14 RECEIVING 112 _ x LAG SCREWS FROM SHIPPING In 3068 HM PT. A HM. PT. I/A-3 B 2 r C2) 2"x3" CONT. RECEIVING 112 TO 4ATEEI (2) 2"x3" AT 24" O.C.ACCESSORY STORAGE Ii0 (2) 4068 HM PT. B HM. PT. I/A-3 - B 4 - Se01:BOLT TO BLOCKING -'_o .GARAGE DOOR W/ DOOR AT EACH END.16 EXTERIOR TO 100100 MTL PRE. - MTL. PT. AUTOMATIC OPEN DOOR BELL PLASTIC LAMINATE RECEIVING 112 (2)2x6 _ BACKER MATERIAL STAIRS FROM 3068 WD ST A HM. PT. 2/A-3 4/A-3 G 9 - — WALL BEYONDOFFICE 201OFFICE 201 5/8" 3r18 TO OFFICE 200 3068 WD ST A HM. PT. 2/A-3 - - 2 2 UNDER CUT -FIELD DETEp`IINE EACa" THK. EXTPLYWD.19 OFFICE 201 2868 WD ST A HM. PT. 2/A-3 2 UNDER CUT -FIELD DETERMINE ADJUSTABLE LINE OF CLEARANCE TO OFFICE 200 ANCHORS (MIN. 3 PER JAMB) HOLLOW METAL - DOOR FRAME FOR ACCESSIBILITY OFFICE 203 20 TO SERVER 202 3068 WD ST A H.M.HPT. 2/A-3 - - 2 UNDER GUT -FIELD DETERMINE DING EXTERIOR 3868 HM PT A HM. PT. 10/A-3 4/A-3 - 8 2 DOOR FRAME DETAITI/N xOW010D TRIM I REVISION 6/19/01 2 FROM STORAGE 113 EXTERIOR TO _ _ _ _ GARAGE DOOR W/ CAULK CONT. HOLLOW METAL 22 STORAGE 113 100100 MTL PRE. - MTL. PT. AUTOMATIC OPEN A— 3 2 N.T.S. REVISION 2/6/01 EXTERIOR DOOR FRAME 23 FROM STORAGE 113 3868 HM PT A HM. PT. 0/A-3 4/A-3 9 C WARD ASSOCIATES - 5' NOTE: 301(0 3'-m" WIDE X 1'-0" NICsH INDICATES 10 D 0 0 R FRAME DETAIL "* DIMENSIONS FOR Landscape Argin a rs DOOR AGGEBIBILITY — L CLEARENCES Architects, Engineers A- 3 N.T.S. ' ® FINISH SCHEDULE FLOOR BASE WAILS CEILING REMARKS M r COUNTER DETAIL RM 104 1500 Lakeland Avenue ROOM NAME MAIL FIN• MAIL FIN. NEIGHr MAIL RN. BOt1erTlla, N.Y. 11716 A— 3 0 6" 1' 2' (631)56344800 100 OFFICE CARP- PRE. RUB. GYP. PT. 9'-0" AG.P. PRE. _ � 45 West Main Street 101 OFFICE CARP- PRE. RUB. GYP. PT. 9'-0" ACP. PRE- - — SCALE: I vz" = r-0" lJttle Falls, New York 13365 5/8" GYPSUM BOARD/ 5,_0„ a WOMEN'S TOILET (315) 823,4384 102 LIBRARY CARP. PRE. RUB. GYP. PT. 9'-0" AC.P. PRE. - EACH 51DE OF WALL. B C b" 3'-0"-0" 3'-b" -0ST. STL. 103 COMPUTER ROOM GARP. PRE. RUB. GYP. PT. 9'-0" AC.P. PRE. REMOVE WOOD PANELING ADJUSTABLE STEEL HOLLOW METAL E t2) GRAB BARB _DOOR AND FRAME ANCHORS (MIN. 3 PER JAMB) DOOR FRAME AS PER BGHEDULE project title; CT PRE. �- TOILET ACCESS. 104. H.G. TOILET C.T. PRE. G.T. 9'-0" A.C.P. PRE. REMOVE WOOD PANELING - o RUBBER CARPET STRIP GYP. W.C. ? v (SEE FLOOR EX.G1, g3j4D 0 0 R FRAME DETAIL � ad mPLAN � SPEC.) UNDER DOOR CENTERLINE 105 W. TOILET EXIST. EXIST. EXIST. EXGYP. WEXIST. EXIST. PT. KARDWELL EX.CT. _ AX.o. 1OFFICE 106 M. TOILET EXIST. EXIST. EXIST. EX.GYP. W.C. EXIST. EXIST. PT. - � N.T.S. MAX. CARPETING AS BUILDING 2" 5/a° 0 H.C. ACCESSIBLE TOILET STALL SELECTED 10-1 OFFICE CONC SEAL GYP. PT. 9'-0" AC-P. PRE- - C - W 1 1 DIVIDER STRIP GYPI TILT MIRROR 108 LUNCH C.T. PRE. G.T. PT. 1'-1" EXIST. PT. EXIST. ILIA- 3 DETAIL NOT TO SCALE EX.GYP. DOOR SURFACE MOJNTEDISPENSE A IOg VESTIBULE G.TICARP. PRE. C.T. PT, l'-1" EXIST. PT. CARPET AT PLATFORM W/ NOSING _ - SOAP DISPENSE 'A EXIST. 110 ACCESSORY STORAGE GONG. SEAL - GYP. PT. 10'-0" A.C.P. PRE. - i +D u� `O a ACCESSIBLE a MATTITLICK, NY ADJUSTABLE i.__ __ m „�'+ � LAVATORY W/ o III SHIPPING GONG. SEAL - GTP. PT. 10'-0" A.C.P. PRE. - 5TEEL G -PIPE INSULATION KIT `� m drawing title: ANCHORS MIN. (BY PLUMB. CONTR) 112 RECEIVING GONG. SEAL - GYP. PT. 11'-6"/ GYP PT - 3 PER JAMB 113 STORAGE ACCESSIBLE LAVATORY TOWEL DISPENSER DRINKING SECTIONS LU FOUNTAIN AND 200 OFFICE GARP. PRE. RUB. /GYP. PT' 6 glr2�' to EXIST. PT. RREEQUI'RED FOR SMOOTHSUNIFORM FINISH IT WAt-t-5 AS GONC. BLK. - 8 TOILET ACCESS0RY A N D 2(QI OFFICE CARP per. fig, EXIST. PT 8'-BIi2" to EXIST. PT. REPAIR/PATGH CEILINGS IT WALLS AS CAULK CONT. HOLLOW METAL DETAILS /GYP. 6'-9" REQUIRED FOR SMOOTH UNIFORM FINISH DOOR FRAME A- 3 AS FIXTURE MOUNTING HEIGHT S 202 OFFICE CARP. PRE. RUB. EXIST. YP r'T- 5'_10" to EXIST. PT. REQUIRED FOR SMOOTHSUNIFORMSF N SH CARP. LRERUB. EXIBT. PT 8'-10" to EXIST. PT. REPAIR/PATCH CEILINGS F WALLS AS g DOOR FRAME DETAIL iY'C? DOOR AND FRAME 203 OFFICE /GYP. 6'-9" REQUIRED FOR SMOOTH UNIFORM FINISH K * AS PER SCHEDULE 204 TOILET EXIST. - EXIST. PT, EXIST. EXIST. PT. - A- 3 N.T.S. Y WEATHER STRIPPING AT SILL, uY, HEAD AND JAMBS ' BED TOE OF SADDLE x IN SEALANT. (TYP. drawn by: Checked by: ABBREVIATIONS TOILET ACCESSOR `I( LEGEND BOTH SIDES) D.M. L.M.F. ALUMINUM SADDLE COPE TO date: scale: FRAME PROFILE. FILL UNDER 12/18/00 AS NOTED ADESCRIPTION ERIP10N DETAILEM DETON BOBRICK CAT. NO. HARDWARE SETS WITH GROUT. HARDWARE SET NO. I HARDWARE SET NO. 4 HARDWARE SET NO. 1 drawing number: 4 ALUMINUM SADDLE DETAIL ALUM. ALUMINUM HM. HOLLOW METAL 3/A-3 WALL MOUNTED BOAP DISPENBEF: 8-4112 F IIr2 PR HINGES 3 PR HINGES I SET SLIDING DOOR HARDWARE A.S. ALUMINUM SADDLE MAT'L MATERIAL I LEVER LOCKSET I CL05ER 2 FLUSH PULLS A-3 N.T.S. w 1 CLOSER I COORDINATOR/CARRY BAR HARDWARE SET NO. 8 B 3/A-3 TOILET PAPER DISPENSER 8-288-65 I WALL BUMPER I SET OF FLUSH BOLTB b�� DOOR AND FRAME E AC-P. ACOUSTIC CEILING PANEL M.S. MARBLE SADDLE I SET WEATHERSTRIPPING I LEVER LOCK5ET I1r2 PR HINGES AS PER SCHEDULE ��� O'f y I SADDLE SET WEATHERSTRIPPING C 3/A-3 SANITARY NAPKIN DISPOSAL 8-211 I EXIT DEVICE W/ 2-POINT LOCKING 3r4" THK. DOUBLE BEVEL N GARP. CARPET PRE. PREFINI5HED (EXIT ONLY/ ELEC. ARM) HARDWARE SET NO. 2 1 CLOSER 3/4" UNDERCUT MARBLE SADDLE. C.T. CERAMIC TILE PT. PAINT A) 3/A-3 WALL MOUNTED MIRROR 8-2936 HARDWARE BET NO. 5 1 SET WEATHERSTRIPPING COPE TO FRAME Prx PR. HINGES I KICKPLATE2 2 o I LEVER LOCKSET 3 PR. HINGES I SADDLE I/4 I /4" CERAMIC TILE FINIBH EX. EXISTING RUB. RUBBER 3/A-3 GRAB BARS (42" 0 51DE51 36" BACK) B-6209-99 I CLOSER I SET OF FLUSH BOLTS STATE LAW PROHIBITS A - ' ANYTHING ON THIS DRAWING AND/OR THE O1 E I WALL BUMPER I LEVER LOCKSET HARDWARE BET NO 9 1/2" ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED F1". F1N16H 5T. STA'" * MARBLE SADDLE D E T A I L F 3/A-3 TOWEL DISPENSER (SEMI-RECESSED) 5-3942 HARDWARES NO 3 HARDWARE SET NO. 6 Pie DL HINGES r PROFESSIONAL. WHERE SUCH ALTERATIONS GYP. GYPSUM BOARD WOOD I EXIT DEVICE W/ LEVER d 2-POINT LOCKING J ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE I. -k INDICATES RECESSED ACCESSORY FOR DEPTH INTO WALL I�', PR. HINGES Pry PR. HINGES (NIGHT LATCH/THUMIB TURN) FIRE RATED FULL EXTENT OF THE ALTERATION ON THE 1 LEVER LOCK5ET I LEVER LATGHSET I CLOSERDRAWING AND/OR IN THE SPECIFICATION. j' SEAL CLEAR SEALER W.C. WALL COVERING 1 CLOSER 1 CLOSER I SET WEATHERSTRIPPING A— NTS. ref. n0.: a 1 KICK PLATE (12"HT.) I SADDLE 200024.00 • KARDWELL INTERNATIONAL DIVISION 1 - GENERAL CONDITIONS DIVISION 8 - DOORS AND WINDOWS (CONT.) DIVISION 16 - ELECTRICAL 1. CONSTRUCTION SHALL CONFORM TO THE N. Y. STATE UNIFORM FIRE PREVENTION AND BUILDING CODE, NEW YORK STATE 4. WINDOWS GLAZING, WHITE BE PERMASDHIE DNFINISHS EXTENSIAS ON ON JAMES AND DRAWINGS. WOOD GRILLESTS ANDALL AND HAVEHIGHPERFORMANCE LOW-E 1 PROVIDE A COMPLETE ELECTRICAL SYSTEM FOR THIS PROJECT INCLUDING EXISTING EQUIPMENT REMOVALS, PANENT FOR ENERGY CONSERVATION CONSTRUCTION CODE, THE NATIONAL ELECTRIC CODE AND LOCAL ZONING ORDINANCES. ADDITIONS, NEW EQUIPMENT POWER CONNECTIONS INCLUDING POWER WIRING AND CONNECTING ALL EQUIPMENT FOR 5VINYL STRIP DOORS SHALL BE MODEL 1003 BY CHALFANT (1-800-365-0389). STRIP DOORS SHALL BE COMPRISED OF 8" PLUMBING AND HVAC WORK; LIGHTING, SWITCHING, OUTLETS, EXIT AND EMERGENCY LIGHTING, FIRE ALARM SYSTEM 2. CONTRACTOR SHALL OBTAIN AND PAY ALL FEES ASSOCIATED WITH THE LEGAL DISPOSAL OF ALL CONSTRUCTION DEBRIS IN WIDE, .080 THICK CLEAR USDA REINFORCED LOW TEMPERATURE MATERIAL WITH 100 PERCENT OVERLAP, 8'-0" HEIGHT HUNG, INCLUDING STROBES, SPEAKERS, ETC. ALL WORK S'-ALL AND BE PERFORMED IN ACCORDANCE WITH THE NATIONAL ELECTRIC ACCORDANCE WITH THE LOCAL ORDINANCES. PROVIDE DUMPSTERS AS REQUIRED AND MAINTAIN SITE EGRESS AND INGRESS FROM STEEL HARDWARE ANGLES. CODE, NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE, ENERGY CONSERVATION CODE AND FIRE CODE, THROUGHOUT THE CONSTRUCTION PERIOD IN A SAFE MANNER ACCEPTABLE TO THE LOCAL GOVERNING AGENCIES. SUFFOLK COUNTY APPLICABLE CODES AND ALL OTHER APPLICABLE CODES AND REGULATORY PUBLICATIONS. ALL EQUIPMENT TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 3. ARCHITECTURAL SERVICES FOR THIS PROJECT ARE LIMITED T& DESIGN AND CCNSTRUGTL0'.4 PURPOSES. ALL DISCREPANCIES AND DEVIATIONS FROM THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE 2.2. OBTAIN ALL REQUIRED APPROVALS, INSPECTIONS AND CERTIFICATES FOR THE VARIOUS SYSTEMS AS REQUIREDBYTHE- f .1 IN WRITING PRIOR TO COMMENCING OR CONTINUANCE OF CONSTRUCTION. 1. FINAL SELECTIONS OF EACH MATERIAL SHALL BE APPROVED BY THE OWNER PRIOR TO ORDERING AND INSTALLATION. TOWN, LOCAL AUTHORITIES AND THE OWNER. PROVIDE AN UNDERWRITERS CERTIFICATE AT THE COMPLETION OF THE ) 'j `I\J .. • ni rr • p •. G_ r n AAAI fS�\IC9 S`.-lIJ (�O _ __T(1_P?QTE�T.TI-1�_ - .. ....ne_i�, nn�_ f."� �� rQr,�/ '' Sulnl( Nn{r`/'_,f\O_ '\J.l�ii-SC-�.I/1T�11 TAIPnI (_Hf,?�lL FAC,TF�ICn�pC�Pf P-LLAnAf�( IFid['T L2�,fj5�, PROJECT. (,�I�1, (. `1111 ., SH _ ALL "MPs,RA4Y--ARRICADES,- ,.-^-{"'F-C _C-PST:R2L�-=�,D __.,�.., fru _Kf?€� .. .t- _:� i;3" ,.P,�. u_ -.,3 - -�.,,_' __ _ - __ _ ,_,.,._ - .-�.- _ - _ _ _ _ _ - _ l ;'I i 4. CONTRACTOR HAL r-RQaFDE - -S FROM INJURY THROUGHOUT THE CONSTRUCTION PERIOD. SUCH PROTECTIONS SHALL REMAIN AS RECOMMENDATIONS. INSTALL GALVANIZED CORNER AND EDGE BEADS, EDGE BEADS AT EXTERIOR OPENINGS SHALL BE L TYPE 3. -PROVIDE LTNt VOLVOLIAOE''MUKti,`-HLHI`_iANU`'r lttE�oEit,'Iu` 'YSicM-nvC�ub154'G"bircU3€S;'GOIv'�S; utit�iVi<S, -F'Alv[� ASVD ' I „ I PUBLIC AND WORKER PVC. ALL JOINTS SHALL BE TAPED AND SPACKLED - THREE COATS - SANDED SMOOTH, POLISHED, PRIMED AND PAINTED AS ANNUNCIATOR MODIFICATIONS AS REQUIRED AND APPROVED BY THE FIRE MARSHAL. FIRE ALARM CONTRACTOR SHALL BE NECESSARY UNTIL FINAL ACCEPTANCE AND DELIVERY OF A CERTIFICATE OF OCCUPANCY. SELECTED. LICENSED BY THE TOWN AND APPROVED BY THE FIRE MARSHAL FOR THE INSTALLATION OF FIRE ALARM SYSTEMS. - - 5. CONTRACTOR TO DO ALL PATCHING AS REQUIRED DUE TO NEW CONSTRUCTION ACTIVITIES AND/OR REMOVAL OF EXISTING MATERIALS. FINISHES SHALL MEET FLUSH AND MATCH EXISTING UNLESS NOTED OTHERWISE. 3. CARPETING SHALL BE TYPE, MATERIAL, THICKNESS AND PATTERN AS SELECTED AND APPROVED BY OWNER. INSTALL OVER 4. COORDINATE REQUIRED POWER INTERRUPTIONS WITH LIPA/KEYSPAN AND THE OWNER PRIOR TO SCHEDULING WORK UNDERLAYMENT AND PADDING AS RECOMMENDED BY THE MANUFACTURER. CONFIRM CODE CLASS I COMPLIANCE PRIOR TO REQUIRING SAME. 6. CONTRACTOR/OWNER SHALL OBTAIN CERTIFICATE OF OCCUPANCY AND PERFORM FINAL CLEANING OF THE SITE PRIOR TO SUBMISSION FOR SELECTION BY OWNER. 5. PROVIDE DAILY CLEANUP OF THE WORK SITE FROM DEBRIS GENERATED BY THE WORK OF THIS CONTRACT. LEGALLY FINAL PAYMENT. 4. INTERIOR WALL SURFACES TO BE PANTED SHALL RECEIVE ONE COAT OF PRIMER AND TWO FINISH COATS IN COLOR, FINISH, DISPOSE OF DEBRIS UPON COMPLETION OF ALL INSTALLATIONS, LAMPING, AND TESTING, THOROUGHLY INSPECT ALL Seal: DIVISION 3 - CONCRETE SHEEN, ETC., AS SELECTED BY THE OWNER. WOODWORK SHALL BE STAINED OR PAINTED AS SELECTED AND APPROVED BY EXPOSED PORTIONS OF THE ELECTRICAL INSTALLATIOJ AND COMPLETELY REMOVE ALL EXPOSED LABELS, SOIL, MARKINGS, gftED Ak THE OWNER. AND FOREIGN MATERIAL 4 �dE 1 PROVIDE TWO p5 BAR DOWELS AT 12° O.C. VERTICALLY AT THE INTERSECTIONS OF NEW AND EXISTING CONCRETE WALLS. 6. PROVIDE MANUALS, GUARANTEES, WARRANTIES AND EQUIPMENT DEMONSTRATIONS TO THE OWNER AT COMPLETION OF THE PROVIDE SLEEVES FOR ALL WALL PENETRATIONS WITH WATER STOPS AND SEALANT ALL AROUND EACH OPENING. 5. CERAMIC TILE SHALL BE CERAMIC MOSAIC AND MANUFACTURED BY DAL-TILE, OR EQUAL T WITH THICK. SIZE AND COLORS AS SELECTED BY OWNER. 4" HEIGHT COVE BASE WITH 4'-0" HIGH CERAMIC TILE WAINSCOAT WITH BULLNOSE TOP EDGE WORK. 2. PLACE SLABS ON 6" OF CLEAN POROUS MATERIAL COVERED WITH A 6 MIL VAPOR RETARDER. TAPE SEAMS. STEEL BAR 6. GROUT SHALL BE SANDED PORTLAND CEMENT AS MANUFACTURED BY LATICRETE OR EQUAL. 7. POWER, LIGHTING, COMPUTER AND TELEPHONE CONDUIT SHALL BE STEEL EMT WHERE PERMITTED BY CODE, EXCEPT I REINFORCING SHALL CONFORM TO ASTM A-615, GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WHERE INSTALLED OUTDOORS, IN EARTH, OR IN CONCRETE SLABS; CONDUITS SHALL BE HOT-DIP RIGID GALVANIZED 7. ACOUSTICAL PANEL MATERIAL: STEEL. Sr 1oe6� 3. CONCRETE SHALL HAVE A MINIMUM Fc. OF 3000 PSI AT 28 DAYS. WET CURE CONCRETE FOR 7 DAYS MINIMUM. OFFICE AREA: USG "ACOUSTONE GLACIER" 3/4" x 24" x 24", WHITE FINISH, NRC .65 - .75 (ASTM C-423), CAC RANGE 40 �/E 8. POWER AND LIGHTING CONDUCTORS NUMBER 8 OR LARGER SHALL BE COPPER STRANDED WITH TYPE THWN INSULATION - 44, UL DESIGN G-202. (600 VOLT); NUMBER 10 OR SMALLER SHALL BE COPPER SOLID WITH TYPE THHN/THWN INSULATION (600 VOLT). DIVISION 4 - MASONRY ACCESSORY STORAGE: USG " ROCKFACE 3/4" x 24" x 24', FIRECODE, WHITE FINISH, NRC .60-.70, STC 35-39. 1. CONCRETE BLOCK SHALL CONFORM TO ASTM C-90, 75% SOLID, GRADE N-1. PROVIDE 9 GAUGE HOT DIPPED GALVANIZED, a. SUSPENSIN-SYSTFN-SI TALL BE-WHITE, EXPOSED- GRID, .020" C LV. STEEL WITH DOUBLE WEB, .018 GALV. CROSS TEES, 1 - B. GALVANIZED RIGID CONDUIT SHALL BE USED WHERE EMT H NOT PERMITTED ASTM B-153, TRUSS TYPE MASONRY JOINT REINFORCING AT 16" ON CENTER VERTICALLY. FILL BLOCK CORES SOLID AT ALL 1/2" HT, 15/16" FACE. PROVIDE 12 GAUGE GALVANIZED PRE-STFAIGHTENED MILD STEEL WIRE ® 24" O.C. TO SUPPORT IN CONCRETE SLAB OR IN EARTH; OR-XFOSED: -WIRE SHALL BE pit -COFFER MINIMUM. BY ECODE, OR WHERE CONDUIT IS CONCEALED BEARING POINTS AND OPENING JAMBS. SPACE REINFORCING AT 8" ON CENTER OVER WALL OPENINGS AND AT BASE OF BATT INSULATION OVERLAY. MFG: USG, DONN, NATIONAL WILLING MILLS OR CHICAGO METALLIC CO. BLF)G_ DEPT. REVI610N5 6-1-01 WALLS. b. SUPPORT CHANNELS: 16 MSG COLD-ROLLED STEEL CHANNELS, 11/2" DEEP WITH 9/16" FLANGES WITH 12 GALV. WARD ASSOCIATES 2. PROVIDE UL CLASSIFIED CONCRETE MASONRY UNITS AT THE NEW FIRE WALL TO ACHEIVE WALL RATING SPECIFIED. WIRE. SPACE ® 48" O.C. MAX., AND SUSPENDED FROM STRUCTURE ABOVE WITH 1/4" GALV. STEEL ROD AND GATAT CLIP 4B1.5L ® 48" O.C. MAX., BOTH DIRECTIONS. Landscape Architects, DIVISIONS - METALS c. INSTALLATION SHALL CONFORM TO ASTM C-636. MAXIMUM DEFLECTION SHALL BE 1/360 OF SPAN. BUILDING CODE ANALYSIS Architects, Engineers 1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36 AND SHALL BE FABRICATED IN ACCORDANCE WITH AISC MANUAL OF STEEL CONSTRUCTION. SHOP PRIME ALL STEEL WITH ZINC RICH PRIMER - CARBOLINE OR EQUAL. 1500 Lakeland Avenue GENERAL BUILDING 2. PROVIDE GALVANIZED 3 5/8" METAL STUDS, 2" GALV. METAL Z FURRING AT 16" ON CENTER MAXIMUM ASTM A446. ALL OCCUPANCY CLASS: C.1 - OFFICE (LOW HAZARD) Bohemia, N.Y. 11716 METAL STUDS AND FURRING SHALL BE 20 GAUGE MINIMUM. PROVIDE SOLID WOOD BLOCKING AT OPENING JAMBS AND DIVISION 10 - SPECIALTIES 54.2 - MODERATE HAZARD (631) 563-4800 HORIZONTALLY AT GRAB BARS, WALL RAILS, SHELVING UNITS, RAILING ATTACHMENTS, ETC. il. ALL TOILET ROOMS ACCESSORIES SHALL BE BOBRICK OR EQUAL. STAINLESS STEEL TYPE 304 WITH p4 FINISH. 3. ALL WELDING SHALL BE PERFORMED BY LICENSED WELDERS AND SHALL BE FABRICATED IN ACCORDANCE WITH THE AWS AND CONSTRUCTION TYPE: 5b- WOOD TRA.1E 2. FIRE EXTINGUISHERS SHALL BE ANSUL, 10 POUND DRY CHEMICAL FULLY CHARGED. NFPA 299 APPROVED WITH HEAVY DUN AREA LIMITATION S 45 West Main Street THE NYS UNIFORM CONSTRUCTION CODE. WALL BRACKETS. (TOP AND BOTTOM) ALLOWABLE AREAS: 6,000 SF ( 2 STY.)+50% (ACCESS. ON 2 SIDES)-9,000 SF Little f=alls,Now York 133o5 4, ALUMINUM NOSING: EXTRUDED ALUMINUM NOSING TYPE 4341 WITH COLORED, ABRtSIVE RIBS, COLOR AS SELECTED BY 4,000 SF 1 STY)+50% (ACCESS. ON 2 SIDES)-6,000 SF (315) 823-4384 OWNER. MANUFACTURED BY AMERICAN SAFETY TREAD COMPANY, 1-800-245-4881. 3. BUILDING SIGNAGE: 3%B" WORD AND PICTURE SIGNAGE WITH TACTILE SYMBOLS RAISED 1/32", TEXT WITH GRADE 2 BRAILLE. 4,000 SF(1 '�;IY-WD.FR.)+50% (ACCESS. ON 2 SIDES)=6,000 SF CONTRASTING BACKGROUND 5/8" HEIGHT HELVETICA MEDIUM LETTERING. ADA COMPLIANT WITH INTERNATIONAL ACCESS SYMBOL AT ACCESSIBLE TOILET ROOM. MANUFACTURER: BEST SIGN SYSTEMS; MOHAWK SIGNS OR EQUAL. ACTUAL AREAS: 2968 S.F. (1ST STY, TYPE 5b, C.1 OCCUPANCY) ro ect title: 1218 S.F. (2ND STY, TYPE 5b, C.1 OCCUPANCY) P DIVISION 6 - WOOD AND CARPENTRY 2415 S.F. (1 STY, TYPE 5b, C 4.2) <6,000 S.F. 1. PROVIDE 5/4" x 3" CROSS BRIDGING -NOT- EXC€EDNG-8'-n" ON TENTER FOR-ALL-FI-QOR CONSTRUCTION. 3342 SF(1 STY, TYPE 5b, C 4.2. OCCUPANCY) < =6,000 SF 2. PROVIDE HOT DIPPED GALVANIZED FRAMING CONNECTIONS AT ALL BUTT STRUCTURAL CONNECTIONS. ALL EXTERIOR NAILING DIVISION 15 - PLUMBING MITT � T OFFICE Ll- SHALL BE HOT DIPPED GALVANIZED, STAINLESS STEEL OR ALUMINUM SO AS TO MAINTAIN COMPATIBILITY WITH ADJOINING ALLOWABLE HEIGHT: 2-STORY, 0 FET 3-s ^- OFFICE MATERIALS. 1. FURNISH ALL EQUIPMENT, MATERIALS AND LABOR REQUIRED FOR /. PROPER AND COMPLETE INSTALLATION OF ALL PLUMBING SYSTEMS AND RELATED WORK INCLUDING BUT NOT LIMITED TO: REMOVALS, SAWCUTTING, PIPING, INSULATION, ACTUAL HEIGHT' 32' +/- BUILDING 3. TREATED LUMBER MEMBERS SHALL BE CCA, .40 PCF MINIMUM, KDAT15, ACO OR EQUAL IN ACCORDANCE WITH AWPA BACKFILLING/COMPACTION, SUPPLY AND WASTE PIPING, VALVES, FITTINGS, FIXTURES, CLEAN-OUTS AND CONNECTIONS, EXIT UNIT REQUIREMENTS STANDARDS. ALL MATERIAL SHALL BEAR GRADE / TREATMENT MARKINGS UPON DELIVERY TO THE SITE. PROVIDE 1/2" CONNECTION INTO EXISTING BUILDING DRAIN SYSTEM. OCCUPANCY LOAD: 1ST FLOOR -- C1 OCCUPANCY - 1P./200 S.F. = 16 P. DIAMETER ANCHOR BOLTS AT 6--0" ON CENTER FOR SILL PLATE CONNECTIONS. 2ND FLOOR - C.1 OCCUPANCY - 1P./150 SF.= 9 P. 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING 4. PROVIDE PLAIN SAWN RED OAK TRIM AS REQUIRED BY THE OWNER. SCREW AND PLUG ALL FASTENER LOCATIONS WITH CODE, THE LOCAL PLUMBING CODE, SCWA, AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. IST FLOOR - C4.2 OCCUPANCY - 1P./250 S.F. = 10 P. IST FLOOR - C4.2 OCCUPANCY -(TYPE 5)- 1P./250 SF.=14 P. MATCHING WOOD PLUGS. 3. PIPING - COLD AND HOT WATER, TYPE L COPPER TUBING WITH SOLDER TYPE FITTINGS. SOLDER SHALL BE 95/5. EXIT CAPACITY: 0.1 = 60 P. / EXIT UNIT (STAIRS), 90 P. / EXIT UNIT (DOORS). 5. PROVIDE BIRCH VENEER PLYWOOD SHELVES IN CLOSETS AND STORAGE SPACES. SHELVES SHALL HAVE MATCHING HARDWOOD BELOW GRADE PIPING SHALL BE TYPE K COPPER. PROVIDE SHUT-OFF AND DRAIN VALVES FOR EACH RISER AND EDGE. SHUT-OFF VALVES FOR EACH FIXTURE. IDENTIFY ALL VALVES WITH TAGS. EXITS REQUIRED: 1ST FLOOR - 2 EXITS REQUIRED MINIMUM. MATTITUCK, NY 6. PROVIDE PLASTIC LAMINATE COUNTERTOPS WITH 4" HIGH BACKSPLASH, BULLNOSE FRONT EDGE AND BACKER PANELS OVER 4. PROVIDE CAST IRON SERVICE WEIGHT PIPING BELOW SLABS. NO H'JB CAST IRON PIPING ABOVE GRADE FOR SOIL AND 40 P. / 90 P. PER EXIT UNIT = 1 EXIT UNIT REQ'D. drawing title: 2ND FLOOR - 2 EXITS REQUIRED. 2 EXITS PROVIDED. FURNITURE GRADE PARTICLE BOARD. PROVIDE MATCHING BASE AND UPPER CABINETS. SINK COUNTERTOP IN THE HANDICAP VENT LINES. 9 P. / fi5 P / EXIT UNIT = 1 EXIT UNIT REQ'D. (MIN. 2) TOILET ROOM SHALL BE ADA COMPLIANT. 5. VALVES SHALL BE BRASS/BRONZE BODY TYPE, 125 PSIG, EXITS PROVIDED: 1ST FLOOR -- 4 EXITS PROVIDED (7 UNITS OF EXIT) 2ND FLOOR - 2 EXITS PROVIDED (3 UNITS OF EXIT) SPECIFICATIONS DIVISION 7 - THERMAL & MOISTURE PROTECTION 6. CLEAN-OUTS SHALL BE FULL SIZE OF PIPE WITH THREADED BRASS SCREW PLUGS. 1. PROVIDE VISQUEEN OR EQUAL, 6 MIL POLYETHYLENE VAPOR RETARDER UNDER ALL CONCRETE SLABS. LAP JOINTS 6" AND 7. PIPE INSULATION SHALL BE CELLULAR FOAM OF THICKNESS AS REQUIRED BY THE NEW YORK STATE ENERGY CONSERVATION ALLOWABLE 1ST FLOOR - 175' (C.1 OCCUPANCY, NON-SPRINKLED) TAPE. TURN UP 4" VERTICALLY AT EDGES. CODE. PROVIDE ON ALL INTERIOR COLD AND HOT WATER PIPING. TRAVEL DISTANCE: 2ND FLOOR - 150' (C.1 OCCUPANCY, NON-SPRINKLED) 1ST FLOOR - 150' (C4.2 OCCUPANCY, NON-SPRINKLED) 2. APPLY NON-ASBESTOS KARNAK OR EQUAL, ASPHALTIC DAMPROOFING TO THE INTERIOR FACE OF ALL EXTERIOR WALLS. APPLY 8. PROVIDE "TRAP-WRAP" AT HANDICAP LAVATORY SUPPLY AND DRAIN PIPING. WITH A TROWEL TO THE THICKNESS RECOMMENDED BY THE MANUFACTURER. VERIFY COMPATIBILITY WITH EXTRUDED ACTUAL 1ST FLOOR - 88' MAX. POLYSTYRENE INSULATION PRIOR TO PURCHASE. 9. PROVIDE KOHLER FIXTURES AS FOLLOWS: TRAVEL DISTANCE: 2ND FLOOR - 36 MAX. 3. INSULATION BETWEEN STUDS SHALL BE BATT TYPE, R-13 WITH FOIL VAPOR RETARDER FACING. INSULATION ABOVE THE HUNG FIXTURE SCHEDULE: STAIR CAPACITY 9 P. / 60 P / EXIT UNIT = 1 STAIR EXIT UNIT REQ'D. CEILING SHALL BE R-30 MINIMUM. REQUIRED: a. COUNTERTOP LAVATORY- KOHLER K-2917-8, K-7435-K-CP GOOSENECK FAUCET, 4. ALL LEADERS SHALL BE CONNECTED INTO ON SITE DRY WELLS WITH 6" PVC SDR 35. PROVIDE PVC BOOT TRANSITION AND K-16012-5-CP PADDLES. STAIR CAPACITY 1.5 EXIT UNITS PER STAIR EXISTING. TWO STAIRS EXIST. CAULK. PROVIDED: 3 STAIR EXIT UNITS = 180 P. EXIT CAPACITY > 9 P. b. TOILET - KOHLER "HIGHCLIFF" K-4368 WITH K-4654-P WHITE OPEN FRONT SEAT. SLOAN drawn by: checked by: 5, CAULKING SHALL BE LEXCEL OR SILICONE FOR EXTERIOR. LATEX TYPE FOR INTERIOR. ADHESIVES SHALL BE PL PREMIUM AS ROYAL FLUSH VALVE 1.6 GPF. FIXTURE REQUIREMENT5 TOTAL OCCUPANT LOAD = 49 PERSONS p.M. L..MR MANUFACTURED BY CONTECH. REQUIRED: 3 WATER CLOSETS REQUIRED date: scale: 90. PROVIDE ALL MISCELLANEOUS PIPING, P-TRAPS WITH CLEAN-OUT PLUGS, MATCHING CHROME SUPPLY PIPING 3 LAVATORIES REQUIRED I2/IS/(DO AS N07ED 6. ROOFING REPAIRS SHALL BE COMPATIBLE WITH EXISTING AND SHALL BE INSTALLED TO PROVIDE POSITIVE DRAINAGE. AND SHUT-OFF VALVES FOR A COMPLETE INSTALLATION OF EACH HXTURE. 1 DRINKING FOUNTAIN REQ'D. 7 SHEET METAL SHALL BE 16 OZ COPPER FOR THE TWO-STORY OFFICE SECTION AND 22 GAUGE GALVANIZED STEEL PROVIDED: 3 WATER CLOSETS PROVIDED drawing number: 3 LAVATORIES PROVIDED (G-90) FOR THE ONE STORY WAREHOUSE BUILDING. 1 DRINKING FOUNTAIN PROVIDED DIVISION 15 - MECHANICAL DESIGN LOADS DIVISION 8 - DOORS AND WINDOWS 1 . GENERAL: FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANS, TOOLS AND SERVICES NECESSARY AND REQUIRED FOR SNOW: 30 PSF T_ 0 1 1. HOLLOW METAL DOORS SHALL BE 16 GAUGE INSULATED WITH 14 GAUGE WELDED HOLLOW METAL FRAMES. 1-3/4" PROPER AND COMPLETE INSTALLATION OF ALL HEATING, VENTILATING, AND AIR CONDITIONING SYSTEMS AND RELATED WORK. FLOOR: 100 PSF LIVE LOAD BUTT HINGES, CLOSER, FRAME AND SILL HVAC SYSTEMS WILL INCLUDE, BUT NOT BE LIMITED TO, AIR HANDLERS, VENTING, EXHAUST FANS, DUCTWORK, AND ALL WIND: EXT. WALL - 15 PSF THICKNESS. PROVIDE EACH DOOR WITH THREE BALL BEARING TYPEI WEATHERSTRIPPING (EXTERIOR DOORS), WALL / FLOOR BUMPER, BUT ATEXIT DEVICE AND LEVER HARDWARE AS SYSTEM RELATED PIPING, VALVING, CONTROLS AND WIRING, ELECTRICAL COORDINATION WITH ELECTRICAL CONTRACTOR FOR EAVES - 15 PSF LINE VOLTAGE WIRING, AND ALL NECESSARY DEVICES FOR COMPLETE FULLY OPERATING SYSTEM AS SHOWN ON THE CHIMNEY - 18 PSF APPLICABLE. SEE HARDWARE SET TYPES ON THE DRAWINGS. APPROPRIATE DRAWINGS. ROOF: 5 PSF DOWNWARD / 14 PSF UPWARD 2. INTERIOR DOORS SHALL BE 1 3/4" THICK, FLUSH PANEL PLAIN SAWN OAK, MINERAL CORE AS MANUFACTURED BY 2. SEE ARCHITECTURAL DRAWINGS FOR COORDINATION OF EQUIPMENT INSTALLATIONS. WEYERHAUSER, MOHAWK OR EQUAL, PROVIDE POLISHED BRASS INTERIOR HARDWARE BY SCHLAGE OR EQUAL IN STYLE ANYTHING ON THIS DRAWIJPROFESSIONAL AND/OR THE SELECTED BY THE OWNER. 3. COORDINATE LINE VOLTAGE ELECTRICAL CONNECTIONS WITH THE ELECTRICAL CONTRACTOR. FIRE SPRINKLER SYSTEM ACCOMPANYING SPECIFICATESS IT IS UNDER THE DIRECTIONENSED 3. INSULATED PANEL SECTIONAL OVERHEAD DOORS SHALL BE AS SELECTED BY THE OWNER. INSTALL WITH WEATHERSTRIPPING IN 4, PROVIDE ALL CONTROLS AND LOW VOLTAGE WIRING CONNECTIONS TO ALL CONTROLS AND EQUIPMENT. N/A PROFESSIONAL. WHERE SATIONS ARE MADE THE LICENSESIONALACCORDANCE WITH THE DOOR MANUFACTURERS RECOMMENDATIONS. MUSFULL EXTENT OF THE ALTN THEDRAWING AND/OR IN THATION.ref. no.: 200024 6.. 6.. 1'(Y ," V V WALL TYPE SCHEDULE 5" THK CONIC. RAMP REINF. W/ 6x6-WI.4xWIA 3/8' AIR GAP EXISTING MASONRY WALL ////////6j///////// 2" SEMI-RIGID INSUL. � 1i�W \ 2" GALV. METAL STUDS SEE DETAIL / m 24"O.C. CHORIZ.) AND � I11/411 OD. TYP. 4" RADIUS z = " A I / I WALL TYPE �A Ulfl H.D. GALV- HANDRAIL v EXISTING MASONRY WALL D EXTENDS 12" BEYOND I I I 3-5/8" GALV. MTL. In RAMP (TYP.) I I STUDS m 16" O.G. 3 a 12" IK - m 4 \ d SEALANT/ R= TYPE B R= 4. (2" LT R) 12" MIK RAMP / 5/8" A5U5E RESISTANT GYP. BD. RAMP 12" FLATall 2❑* \ — — — — — — TYPE ECSGYP. BD. 5'-0" (MIN.) VARIES (30' MAX.) 5'-0" (MIN.) (BOTH SIDES) 25' MAXIMUM PITCH 8.39' MAXIMUM PITCH 29' MAXIMUM PITCH 1 RAMP DETAILS 3-5/8" MTL. STUDS (W'50) LANDING (1:12) RAMP (1:"50) LANDING m 16" O.C. R-13 INSULATION 7 TYPICAL RAMP ELEVATION / A- 2 NOT TO SCALE WALL TYPE A- HANDRAIL DETAIL NOT TO SCALE 5/8" GYP. BD. seal: (BOTH SIDES) ��SEREO ARCy�T 3-5/8" MTL. STUDS m 16" O.C. SOUND ATTENUATION INSULATION lI WALL TYPE p❑ 2x6 m 16" 5 9 5/8" GYP. BD. R-30 4 \ r\F r4_,N (BOTH SIDES) INSULATION 3-5/8" MTL. STUDS 2x8 m 16" O.C. ^ REVISION 3/22/02 V 16" O.C. /� REVISION 2/4/02 RAMP WALL TYPE [E NOTE: WALL HEIGHT = VARIES REVISION 6/19/01 SIGNAGE SCHEDULE 8 TRUEPURR OUT AROUND HARDWOOD GAP - SEE DETAIL •+/A-2 i V,- 2 -------- -------- -------- _ TRUSS SPLAYS m � REVISION 2/6/01 "y MASONRY WALL I AYERS 2x8 _ —COLUMNS TEXT REMARKS SIZE �� „ TYPE "G" 16O.C. O EW FIRE RATED WARD ASSOCIATES SEE SPEC. 2 GALV. STL. P. BRD. ACOUSTICAL PANEL W/ til FOR STUDS m 16" O.C. R-30 INSULATION 12 GA. Landscape Architects, [62 TOILET BRAILLE W/ LETTERS E UNIVERSAL 8" x 8" - SUPPORT WIRES TO EXIST. REMOVE EXISTING p ACCESS SYMBOL (n 51GNAGE I"THK R-12 INSULATION < RECEIVING ,n (3) 2xI2 e PURLINS AT 24" O.C. WINDOWS AND Architects, Engineers WOMEN BRAILLE W/ LETTERS 8" x 8° WALL TYPE STORAGE 5/8" GYP- BRD. 112 e CLOSE OPENINGS NON-ACCESSIBLE MEN 8" x 8" MASONRY WALL e R0��'BPL 7 Q 1500 Lakeland Avenue NON-ACCESSIBLE BRAILLE W/ LETTERS SIGNAGE m VINYL11716 / Isle" GALV. STL. STRIP DOOR 35/e" GALV. MTL. Bohemia, N.Y. 00 STUDS m 16" O.G. DOORS STUDS, FV-- IN5UL., (��) I"THK R-12 INSULATION sie" ABUSE RESISTANT GYP- BRD. 45 West Main Street WALL TYPE [G] 5/8" GYP. BRD. Little Falls,New York 13365 SECTION (315) 823-4384 A- 2 m 2' 4' 8' project title: P_3.1 KARDWELL NEW ROOFING SHINGLES 5 OFFICE CLASS A ON EXISTING 2 MODULAR A-2 BUILDING SMOKETIGHT TIG WD. DECK JOINT SH VES RAMP 12'-4" 3 HARDWOOD FLUSH EXIST- 2x6 PURLINS EXIST. 2x6 PURLINS PLUGS AT SCREW 5/4" x 6" HARDWOOD LOCATIONS 12" O.C. GAP. !STAIN) 6'-0" 5'-2" GALV. EDGE BEAD 3/4" x 4" HARDWOOD .n _ - RA PDN. 2 LAYE OF see" 411 �� AT TOP OF EACH POPLAR REVEAL. v - A-2 I'-2" `, 4'-0" TYPE "C" GYP RD. SIDE, CONT. (PAINT) m MATTITUCK, NY W/ RESIL. GHNLS. STEP drawing title: 2'-0" 2'-0" CONT. BLOCKING 9 (- DOWN y" 1-31/111 _ _ - EXIST. STL. TRUSS. g ry = NEW 8" LIGHTWEIGHT 4" THK REINF.WITH CONIC. BLOCK FIRE OF %e TYPE "C" SIDES) SIDES) P. BD. CBOTH MTL. STUDS AT 16" O.0 NO-SING 5 SECTIONS SLAB i.4xWIREINWITH WALL m 12" 6x6-WIAxWl.4 WWF GYP- BRD. WITH CONT. GAP RAIL. O -_ ELECTRIC AND 03 NOSING BAR- isGLDETAILS ttP. I" r 1� " R TYP. I/2" THK r-� PREMOLDED / EXPANSION JOINT l `' X—X'a X W/ SEALANT 4 WALL DETAIL �i4"/FI'.PITCH a ° NEW FIRE RATED AGOUSTIE:AL � p ° 6, PANEL W/ R-30 INSULATION. iN 3 RAMP PLAN _ 12 GA. SUPPORT WIRES TO �9 • LINE OF EXISTING NEW ACOUSTICAL PANEL W/ R-30 — REF. WALL TYPE 0 6" I' 2' ° °/ e - I BUILDING EXIST. PURLINS. INSULATION. 12 GA. SUPPORT WIRES TO EXIST. PURLINS. A- 2 0 2' 4' a' " 5/8" GYP. ON 21/2"GALV. e--L. STUDS _ 1" R-12 INSULATION SCALE: 11/2" = 1'-0" drawn by: checked by: a SCALE: 1/4" = 1'-0" _ I ACCESSORY STORAGE IIO� OFFICE 101 P-M- L.M.Q. iN - I ° ° RUBBER BASE 3/4" PLYWOOD WITH w a III 1/4" UNDERLAY AND INSTALL ADDITIONAL date: scale: E PATCH SLAB FLUSH TO FLUSH T/O FOOTING MTLSTUDS TO CARPET FINISH. I'i2" STL. PIPE . 12/I5/00 AS NOTED o- ? al Q III EXISTING AS NEEDED W/ EXIST. SLAB RAIL (TYP.) PAINT. 112" STL. PIPE ANCHOR HANDRAIL. N E �• ° 1r2" EXPANSION JOINT 5 RAIL (TYP.) PAINT. ie" THK GYP. BRD. drawing number: o _ ON 2"x4" STUDS m SEE DETAIL A42 `O POROUS FILL (6" MIN.) 16" O.C. TYP. _ ° `r ale" THK GYP- BRP- II - o I a a COMPACTED SUBGRADE ON 2"x4" STUDS m - B a^ur. _ 0 < .• _ = 2"x6" (GUT) �, 16" O.C. TYP. - p�ee� ,( a -III ° I a 4 BARS, 12" O.C, a JOIST `^ o 13 ' _ ,,, �E FIN. FLOOR � BOTH WAYS, 2" Cl-R- 2"5 BARS CONTINUOUS _ X 11 NOTE BELOW n ° —' 1' 4" I-A THK NEOPRENE 4" HT. RUBBER BA5E MODULAR RAMP 2X6 (GUT) ml2" O.G. a, -III III- PADS (TYP.) -3o p�� PEMKO MODEL o (2) 2"x6" (CUT) RAMP R 125FAK JOIST (2) 2"x6" BLOCKING STATE LAW PROHIBITS ANY PERSON FROM ALTERING FIREWALL ROOF JUNCTION DETAIL RAMP SECTION AT BREAK IN RAMP. RAMP SECTION ANYTHING ON THIS DRAWING AND/OR THE N 9 CONCRETE STAIR 2 / 5 6 ACCOMPANYING SPECIFICATION. UNLESS IT n IS UNDER THE DIRECTION OFA LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS I ARE MADE THE LICENSED PROFESSIONAL A-2 NOT TO SCALE A-2 0 6" 1' 2' 0 2' 4' 8' 0 2' 4' 8' MUST SIGN. SEAL, DATE AND DESCRIBE THE NOTE: A— 2 A— 2 Nd€ VERIFY FLOOR ELEVATION N FULL EXTENT OF THE ALTERATION ON THE RATING BASED UPON UL ASSEMBLY NUMBER L511 IN FIELD. ALIGN RAMP WITH DRAWING AND/OR IN THE SPECIFICATION. e EXISTING DOOR SADDLE. SCALE: P = 1'-0" SCALE: 1/4" = I'-0" SCALE- 1/4" = I'-0" ref. no.: �� 200024.00 ODOOR SCHEDULE DOOR FRAME SADDLEJ LAUL HDWR. REMARKS Zn 5/8i HOLLOW METAL [PrER LOCATM Sm MARPYLTYPE MAILTW DEF SET NO. -Q., HRAMEWMETAL T.G. STAIRS 3068 WD ST A HM. PT. 2/A-3 4/A-3 C I CLASSROOM LOCK FUNCTION DOOR ASTO OFFICE 100 `� 'OFFICE 100 - DOOR AS - �` �' - DOOR A5 - SHED. PER 2 3068 WD ST A HM. PT. 2/A-3 2 2 UNDER CUT -FIELD DETERMINE DOOR m m TO OFFICE 101 � - PER 1O � � PER 3 OFFICE 100 3068 WD ST A HM. PT. 2/A-3 5/A-3 - 3 UNDER CUT -FIELD DETERMINE 'O SCHED- `9 `.\ m SCHED. FROM H.G. TOILET 104 , OFFICE 10"1 ' � 4 FROM HALLWAY 3068 WD ST A HM. PT. 2/A-3 II/A-3 - 2 UNDER CUT -FIELD DETERMINE ELECTRICAL PANELS (2)1668 WD ST B HM. PT. 2/4-3 - - 5 - ) Ulfl ® © 4 OFFICE 10"1 NO WALL BUMPER REQUIRED 6 DOOR TYPE ELEVATIONS 6 3068 WD ST A HM. PT. 2/A-3 5/A-3 - 2 5/8" GYPSUM BOARD - TO LUNCH 108 UNDER CUT -FIELD DETERMINE ` ,n STORAGE CLOSET \ � (2)3668 WD ST C HM. PT. 3/A-3 - - l - EACH SIDE OF WALL. A N.T.S. LUNCH 108 ADJUSTABLE STEEL HOLLOW METAL 8 TO VESTIBULE 109 3068 WD ST A HM. PT. 2/A-3 - - 6 UNDER CUT -FIELD DETERMINE ANCHORS (MIN. 3 PER JAMB) DOOR FRAME PLASTIC LAMINATE 3/q" PLYWOOD OR COUNTER PARTICLE BOARD. 13 STORAGE CLOSET (2)3668 WD ST C H.M. PT. 3/A-3 - - 1 - EXTERIOR FROM NEW DOOR ON EXISTING FRAME 1 D 0 0 R FRAME DETAIL _ 1'-Imll 10 OFFICE 10.1 3068 HM I A HM. PT. 9/A-3 4/A-3 - 9 DOOR BELL PROVIDE WO �" Rqp ACCESSORY STORAGE 110 STL. LINTEL - A- 2" 5/8" = N.T.S. BLOCKING IN v OAK FASCIA, CONT. II 3468 HM PT. A HM. PT. 9/A-3 4/A-3 5 9 IQ STUD WALL TO OFFICE 10T (2)4" x3112"x5/16" ANGLES (4" VERT.) -- ------- ---- _-_ _ _ - EXTERIOR FROM - - 12 ACC SIO T E 110 3868 HM PT. A HM. PT. 9/A-3 4/A-3 - 8 - 13 ACCESSORY STORAGE I0 3068 HM I.T. A HM. PT. I/A-3 6 * NO CLOSER 4 DOOR TO SHIPPING III _ V 5/8" an CONT. 2"x4" WITH - m RECEIVING 112 3 -O ip C '1/2" 4' LAG SCREWS 14 F S NG II 3068 HM PT. A HM. PT. A-3 B 2 r (2) 2"x3" CONT. RECEIVING 112 TO GARAGE DOOR W/ `� 'n I (2) 2"x3" AT 24" O.C. 15 8080 MTL PRE. - MTI__ PT. B 4 Seal: EaED AMCACCESSORY STORAGE 110 AUTOMATIC OPEN BOLT TO BLOCKING � y1 EXTERIOR TO q O / ` DOOR AT EACH END. pE�e ,c m. FeE(FTFc\ 16 RECEIVING 112 100100 MTL PRE. - MTL. PT. - - - - AUTOMATIC OPEN t DOOR BELL -- _ (2)2x6 PLASTIC LAMINATE STAIRS FROM C �O BACKER MATERIAL 17 3068 WD ST A HM. PT. 2/A-3 4/A-3 G 9 V '1 OFFICE 201 WALL BEYOND I ' I _ r 10 OFFICE 201 3068 WD ST A HM. FIELD DETERMINE 5/6" GYPSUM BOARD 314" THK EXT -PT. 2/A-3 2 2 UNDER CUT - . i TO OFFICE 200 EACH SIDE OF WALL. \ PLY WD. 19 OFFICE 201 2868 WE) 5T A HM. PT. 2/A-3 - - 2 UNDER GUT -FIELD DETERMINE ADJUSTABLE STEEL _ — LINE OF CLEARANCE TO OFFICE 200 n ANCHORS IMIN. 3 PER JAMB) DOOR FRAME FOR ACCESSIBILITY 20 O COMPOFFICE U00 TER W. 103 3068 WD ST A MHM UNDER GUT -FIELD DETERMINE REVISION 3/22/02 LINE OF SIDING I m A REVISION 2/4/02 EXTERIOR 2 DOOR FRAME DETAIL 5/4"x4 WOOD TRIM 21 FROM STORAGE 113 3 68 HM PT A 4/A-3 8 _ I REVISION 6/19/01 EXTERIOR TO GARAGE DOOR W/ z "'� CAULK CONT_ REVISION 2/6/01 22 STORAGE 113 100100 MTL PRE. - - - AUTOMATIC OPEN A- 3 2" N.T.S. HOLLOW METAL EXTERIOR DOOR FRAME 23 STORAGE 113 3868 HM PT A 4/A-3 - 9gWARD ASSOCIATES EXTER ORIV * INDICATES 24 FROM OFFICE 100 38"10 WD. F T D 4/A-3 - I * NO WALL BUMPER 1 O D 0 0 R FRAME DETAIL DIMENSIONS FOR Landscape Architects, DOOR ACCES`* CLEAR B10ES LITY NOTE: 3(Ol0 = 3'-0" WIDE X 7'-0" HIGH. 4 - A- 3 N.T.S. L ArchiFects Engineers ® FINISH SCHEDULE FwoR ..� W""� cElu"o ,�, 7 COUNTER DETAIL RM # 104 1 SW Lakeland Avenue ROOM NAME MArL M. Mi FW. rTPwxr MAM FRT_ Bohemia, N.Y. 11716 A- 3 0 61 1. 2 (631) 563-4800 100 OFFICE CARP, PRE- RUB. GYP- PT. V-0" AC.P. PRE. 45 West Main Street 101 OFFICE CARP. PRE. RUB. GYP. PT. 9'-0" AC.P- PRE- - 102 LIBRARY CARP. PRE- RUB- GYP. PT. V-0" AC.P. PRE. - 5/8" GYPSUM BOARD e WOMEN'S TOILET SCALE I I/2" I'-0" Little Falls, New York 13365 5'-O^ Y-6" (315) 823 4384 EACH SIDE OF WALL. 3'-0"-0" B C b" -0' ST. STL. _ 103 COMPUTER ROOM CARP. PRE. RUB. GYP- Pr. 9'-0" AC.P. PRE. REMOVE WOOD PANELING ADJUSTABLE STEEL \ HOLLOW METAL E iy GRAB BARS A9 PER AND project ect title: ANCHORS (MIN. 3 PER JAME9 DOOR FRAME p 104 H.C. TOILET C.T. PRE. C.T. CT PRE. 9'-0" AG.P. PRE. REMOVE WOOD PANELING d B TOILET ACCESS. GYP. W.G. v o v (SEE FLOOR RUBBER CARPET STRIP 105 W. TOILET EXIST. EXIST. EXIST. EX CL - EXIST. EXIST. PT. - DOOR FRAME DETAIL r m m� m PLAN L SPEC.) UNDER DOOR CENTERLINE Ex GYP. W.G. KARDWELL 106 M. TOILET EXIST. EXIST. EXIST. EX GYP- W.C. EXIST. EXIST. PT. - A-3 s N.T.S. MAX. CARPETING AS OFFICE 2" 5/8" � 4j H.C. ACCESSIBLE TOILET STALL SELECTED BUILDING 10-1 OFFICE 4 C.T- PRE- RUB. GYP. PT. 9'-0" ACP. PRE. - `Q' - w 1 1 DIVIDER STRIP 108 LUNCH G.T. PRE. C.T- GYPI PT. l'-l" 4 GYP. PT. - 4 TILT MIRROR EXIST. 1013 VESTIBULE C.T. PRE. C.T. EX GYP. PT. l'-l" GYP. PT. $ C.T. AT PLATFORM 11/ ABRASIVE NOSING _ DOOR SURFACE MOUNTED LIADETAIL NOT TO SCALE EXIST. ------ SOAP DISPENSER 110 ACCESSORY STORAGE GONG. SEAL - GYP. PT. 10'-0" A.G.P. PRE. - u �' ACCESSIBLE au MATTITUCK, NY ADJUSTABLE �__ � \ LAVATORY W/ �N 111 SHIPPING CONC. SEAL - GYP. PT. 10'-0" A.G.P. PRE. - STEEL "' �`"' -PIPE INSULATION KIT " drawing title: 112 RECEIVING ANCHORS MIN. CBY PLUMB. CONTR) CONC. SEAL GYP- PT. II'-6"/ GYP. PT. 3 PER JAMB - 10'-0" 113 STORAGE ACCESSIBLE LAVATORY TOWEL DISPENSER DRINKING SECTIONS 200 OFFICE GARP. PRE. RUB. EXIST. PT. 8 -812 tO EXIST. PT. REPAIR/PATCH CEILINGS 4 WALLS A5 CONIC. BLK. w FOUNTAIN AND /GYP. 6'-9" REQUIRED FOR SMOOTH UNIFORM FINISH g TOILET ACCESSORY A N D 201 OFFICE CARP. PRE. RUB. EXIST. PT 8'-8112" tO EXIST. PT. REPAIR/PATCH CEILINGS 4 WALLS AS �N,I.C, CAULK CONT. DETAILS /GYP. 6 -9° REQUIRED FOR SMOOTH UNIFO F 3 HOLLOW DOOR FMRAEETAL A- 3 FIXTURE MOUNTING HEIGHTS 02 OFFICE I CAR GYP. 2(p3 OFFICE RUB, PT 8'-10i' to EXIST. PT. 9 D 0 0 R FRAME DETAIL DOOR AND FRAME /GYP. 6'-9 REQUIRED FOR SMOOTH UNIFORM FINISH AS PER SCHEDULE 204 TOILET 4 C.T. PRE. C.T. G' ' PRE./W.C. EXIST. 4 GYP- PT. - WEATHER STRIPPING AT SILL, /GYP. A_ 3 N.T.S. HEAD AND JAMBS TOE ABBREVIATIONS IINE SEALANT. (SADDLE drawn by: checked by: TOILET ACCESSORY LEGEND BOTH SIDES) D.M. w ABBREV. I DESCRIPTION ABBREv. DESCRIPTION ALUMINUM SADDLE COPE TO date: scale: E 1A I DETAIL ITEM DESCRIPTION BOBRICK CAT. NO. HARDWARE SETS FRAME PROFILE. FILL UNDER 12/18/00 Ae NOTED ALUM, ALUMINUM HM. HOLLOW METAL WITH GROUT. HARDWARE SET NO. I HARDWARE SET NO. 4 HARDWARE SET NO. 4 ALUMINUM SADDLE DETAIL drawing number: 3/A-3 WALL MOUNTED SOAP DISPENSER 5-4112 d" A.S. ALUMINUM SADDLE MAT'L MATERIAL A 112 PR HINGES 3 PR HINGES I SET SLIDING DOOR HARDWARE - I LEVER LOCKSET I CLOSER 2 FLUSH PULLS A-3 N.T.S. AC.P. ACOUSTIC CEILING PANEL MS. MARBLE SADDLE 3/A-3 TOILET PAPER DISPENSER 8-288-65 1 CLOSER 1 COORDINATOR/CARRY BAR HARDWARE SET NO. 8 o � I WALL BUMPER I SET OF FLUSH BOLTS 6�� DOOR AND FRAME 1 SET WEATHERSTRIPPING I LEVER LOCKSET 1�1 PR HINGES AS PER SCHEDULE N CARP. CARPET N.I.C. NOT IN CONTRACT 1 SADDLE I SET WEATHERSTRIPPING O 3 w 3/A-3 SANITARY NAPKIN DISPOSAL B-2"il I EXIT DEVICE W/ 2-POINT LOCKING 314" THK DOUBLE BEVEL (EXIT ONLY/ ELEC. ARM) C.T. CERAMIC TILE PRE- PREFINISHED HARDWARE SET NO. 2 I CLOSER - MARBLE SADDLE. 3/4" UNDERCUT a, D 3/A-3 WALL MOUNTED MIRROR B-2936 HARDWARE SET NO. 5 I SET WEATHERSTRIPPING COPE TO FRAME o EX. EXISTING 112 PR HINGES 1 KICKPLATE Z PT. PAINT I/4" 2 N I LEVER LOGKSET 3 PR HINGES 1 SADDLE I I/4" CERAMIC TILE FINISH 0 3/A-3 GRAB BARS (42" 6 SIDES t 36" BACK) B-6209-99 I CLOSER I SET OF FLUSH BOLTS _ STATE LAW PROHIBITS ANY PERSON FROM ALTERING N FIN. FINISH RUB- RUBBER I WALL BUMPER I LEVER LOGKSE7 ANYTHING ON THIS DRAWING AND/OR THE N HARDWARE SET NO 9 I/2" ACCOMPANYING SPECIFICATION. UNLESS IT M A R D L E SADDLE DETAIL IS UNDER THE DIRECTION OF A LICENSED '"� GYP. GYPSUM BOARD ST. STAIN p * 3/A-3 TOWEL DISPENSER /SEMI-RECESSED) 8-3942 HARDWARE SET NO. 3 HARDWARE SET NO. 6 112 PR HINGES PROFESSIONAL. WHERE SUCH ALTERATIONS I EXIT DEVICE W/ LEVER 4 2-POINT LOCKING ARE MADE THE LICENSED PROFESSIONAL I. * INDICATES RECESSED ACCESSORY FOR DEPTH INTO WALL 1!2 PR HINGES 111 PR HINGES MUST SIGN, SEAL, DATE AND DESCRIBE THE 2 CNIGHT LATCH/THUMB TURN)FIRE RATED FULL EXTENT OF THE ALTERATION ON THE SEAL CLEAR SEALER WD. WOOD I LEVER LOCK5ET 1 LEVER LATCHSET I CLOSERDRAWING AND/OR IN THE SPECIFICATION. a I CLOSER I CLOSER I SET WEATHERSTRIPPING W.C. WALL COVERING I KICK PLATE (12"HT.) I SADDLE ref. no.: 200024.00 J KARDWE LL INTERNATIONAL DIVISION 1 - GENERAL CONDITIONS DIVISION 8 - DOORS AND WINDOWS (CONT.) DIVISION 16 - ELECTRICAL Ulfl 1. CONSTRUCTION SHALL CONFORM TO THE N. Y. STATE UNIFORM FIRE PREVENTION AND BUILDING CODE, NEW YORK STATE 4. WINDOWS SHALL BE ANDERSEN, SIZES AS SHOWN ON THE DRAWINGS. ALL UNITS SHALL HAVE HIGH PERFORMANCE LOW-E ENERGY CONSERVATION CONSTRUCTION CODE, THE NATIONAL ELECTRIC CODE AND LOCAL ZONING ORDINANCES. GLAZING, WHITE PERMASHIELD FINISH, EXTENSION JAMBS AND SILLS, WOOD GRILLES AND SCREENS. 1 . PROVIDE A COMPLETE ELECTRICAL SYSTEM FOR THIS PROJECT INCLUDING EXISTING EQUIPMENT REMOVALS, PANELBOARD ADDITIONS, NEW EQUIPMENT POWER CONNECTIONS INCLUDING POWER WIRING AND CONNECTING ALL EQUIPMENT FOR 2. CONTRACTOR SHALL OBTAIN AND PAY ALL FEES ASSOCIATED WITH THE LEGAL DISPOSAL OF ALL CONSTRUCTION DEBRIS IN 5. VINYL STRIP DOORS SHALL BE MODEL 1003 BY CHALFANT (1-800-365-0389). STRIP DOORS SHALL BE COMPRISED OF 8" PLUMBING AND HVAC WORK; LIGHTING, SWITCHING, OUTLETS, EXIT AND EMERGENCY LIGHTING, FIRE ALARM SYSTEM ACCORDANCE WITH THE LOCAL ORDINANCES, PROVIDE DUMPSTERS AS REQUIRED AND MAINTAIN SITE EGRESS AND INGRESS WIDE, .080 THICK CLEAR USDA REINFORCED LOW TEMPERATURE MATERIAL WITH 100 PERCENT OVERLAP, 8'-0" HEIGHT HUNG INCLUDING STROBES, SPEAKERS, ETC. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL ELECTRIC THROUGHOUT THE CONSTRUCTION PERIOD IN A SAFE MANNER ACCEPTABLE TO THE LOCAL GOVERNING AGENCIES. FROM STEEL HARDWARE ANGLES. CODE, NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE, ENERGY CONSERVATION CODE AND FIRE CODE, SUFFOLK COUNTY APPLICABLE CODES AND ALL OTHER APPLICABLE CODES AND REGULATORY PUBLICATIONS. ALL 3. ARCHITECTURAL SERVICES FOR THIS PROJECT ARE LIMITED TO DESIGN AND CONSTRUCTION DOCUMENTS FOR PERMIT DIVISION 9 - FINISHES EQUIPMENT TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. PURPOSES. ALL DISCREPANCIES AND DEVIATIONS FROM THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT 2. OBTAIN ALL REQUIRED APPROVALS, INSPECTIONS AND CERTIFICATES FOR THE VARIOUS SYSTEMS AS REQUIRED BY THE Z IN WRITING PRIOR TO COMMENCING OR CONTINUANCE OF CONSTRUCTION. 1. FINAL SELECTIONS OF EACH MATERIAL SHALL BE APPROVED BY THE OWNER PRIOR TO ORDERING AND INSTALLATION. TOWN, LOCAL AUTHORITIES AND THE OWNER. PROVIDE AN UNDERWRITERS CERTIFICATE AT THE COMPLETION OF THE C0D0 4. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BARRICADES, TRAFFIC CONTROLS AND COVERINGS IN ORDER TO PROTECT THEPROJECT. PUBLIC AND WORKERS FROM INJURY THROUGHOUT THE CONSTRUCTION PERIOD. SUCH PROTECTIONS SHALL REMAIN AS 2. GYPSUM BOARD SHALL BE 5/8" THICK TYPE 'X' OR 'WR' AS NOTED THROUGHOUT FASTENED AS PER MANUFACTURERS RECOMMENDATIONS. INSTALL GALVANIZED CORNER AND EDGE BEADS. EDGE BEADS AT EXTERIOR OPENINGS SHALL BE L TYPE 3. PROVIDE LINE VOLTAGE SMOKE, HEAT AND FIRE DETECTION SYSTEM INCLUDING STROBES, GONGS, DETECTORS, PANEL AND NECESSARY UNTIL FINAL ACCEPTANCE AND DELIVERY OF A CERTIFICATE OF OCCUPANCY. PVC. ALL JOINTS SHALL BE TAPED AND SPACKLED - THREE COATS - SANDED SMOOTH, POLISHED, PRIMED AND PAINTED AS ANNUNCIATOR MODIFICATIONS AS REQUIRED AND APPROVED BY THE FIRE MARSHAL. FIRE ALARM CONTRACTOR SHALL BE 5. CONTRACTOR TO DO ALL PATCHING AS REQUIRED DUE TO NEW CONSTRUCTION ACTIVITIES AND/OR REMOVAL OF EXISTING SELECTED. LICENSED BY THE TOWN AND APPROVED BY THE FIRE MARSHAL FOR THE INSTALLATION OF FIRE ALARM SYSTEMS. MATERIALS. FINISHES SHALL MEET FLUSH AND MATCH EXISTING UNLESS NOTED OTHERWISE. 3. CARPETING SHALL BE TYPE, MATERIAL, THICKNESS AND PATTERN AS SELECTED AND APPROVED BY OWNER. INSTALL OVER 4. COORDINATE REQUIRED POWER INTERRUPTIONS WITH LIPA/KEYSPAN AND THE OWNER PRIOR TO SCHEDULING WORK UNDERLAYMENT AND PADDING AS RECOMMENDED BY THE MANUFACTURER, CONFIRM CODE CLASS I COMPLIANCE PRIOR TO REQUIRING SAME. 6. CONTRACTOR/OWNER SHALL OBTAIN CERTIFICATE OF OCCUPANCY AND PERFORM FINAL CLEANING OF THE SITE PRIOR TO SUBMISSION FOR SELECTION BY OWNER. FINAL PAYMENT. 5. PROVIDE DAILY CLEANUP OF THE WORK SITE FROM DEBRIS GENERATED BY THE WORK OF THIS CONTRACT. LEGALLY 4. INTERIOR WALL SURFACES TO BE PAINTED SHALL RECEIVE ONE COAT OF PRIMER AND TWO FINISH COATS IN COLOR, FINISH, DISPOSE OF DEBRIS UPON COMPLETION OF ALL INSTALLATIONS, LAMMING, AND TESTING, THOROUGHLY INSPECT ALL seal: DIVISION 3 - CONCRETE SHEEN, ETC., AS SELECTED BY THE OWNER. WOODWORK SHALL BE STAINED OR PAINTED AS SELECTED AND APPROVED BY EXPOSED PORTIONS OF THE ELECTRICAL INSTALLATION AND COMPLETELY REMOVE ALL EXPOSED LABELS, SOIL, MARKINGS, aeo qR .� THE OWNER. AND FOREIGN MATERIAL. 'IE a 1 G�g Her PROVIDE TWO 5 BAR DOWELS AT 12" O.C. VERTICALLY A E I m. e p �pE F T THE INTERSECTIONS OF NEW AND EXISTING CONCRETE WALLS P PROVIDE SLEEVES FOR ALL WALL PENETRATIONS WITH WATER STOPS AND SEALANT ALL AROUND EACH OPENING. 5, CERAMIC TILE SHALL BE CERAMIC MOSAIC AND MANUFACTURED BY DAL-TILE, OR EQUAL 1/4" THICK. SIZE AND COLORS AS 6. PROVIDE MANUALS, GUARANTEES, WARRANTIES AND EQUIPMENT DEMONSTRATIONS TO THE OWNER AT COMPLETION OF THE SELECTED BY OWNER. 4" HEIGHT COVE BASE WITH 4'-0" HIGH CERAMIC TILE WAINSCOAT WITH BULLNOSE TOP EDGE WORK. 3 2. PLACE SLABS6" OF CLEAN POROUS MATERIAL COVERED WITH A 6 MIL VAPOR RETARDER. TAPE SEAMS. STEEL BAR REINFORCING SHALL CONFORM TO ASTM A-615, GRADE 60. WELDED WIRE FABRIC SFIALL CONFORM TO ASTM A-185, 6. GROUT SHALL BE SANDED PORTLAND CEMENT AS MANUFACTURED BY LATICRETE OR EQUAL. 7. POWER, LIGHTING, COMPUTER AND TELEPHONE CONDUIT SHALL BE STEEL EMT WHERE PERMITTED BY CODE, EXCEPT Jj WHERE INSTALLED OUTDOORS, IN EARTH, OR IN CONCRETE SLABS; CONDUITS SHALL BE HOT-DIP RIGID GALVANIZED 3. CONCRETE SHALL HAVE A MINIMUM Fc. OF 3000 PSI AT 28 DAYS. WET CURE CONCRETE FOR 7 DAYS MINIMUM. 7. ACOUSTICAL PANEL MATERIAL: STEEL. s i„ne OFFICE AREA: USG "ACOUSTONE GLACIER" 3/4" x 24" x 24", WHITE FINISH, NRC .65 - .75 (ASTM C-423), CAC RANGE 40 rNTF op- DIVISION fDIVISION 4 - MASONRY ACCESSORY STORAGE: USG " ROCKFACE", 3/4" x 24" x 24", FIRECODE, WHITE FINISH, NRC .60-.7D, STC 35-39. (600 VOLT); NUMBER 10 OR SMALLER SHALL BE COPPER SOLID WITH TYPE THHN/THWN INSULATION (600 VOLT). I . CONCRETE BLOCK SHALL CONFORM TO ASTM C-90, 75% SOLID, GRADE N-1. PROVIDE 9 GAUGE HOT DIPPED GALVANIZED, a. SUSPENSION SYSTEM SHALL BE WHITE, EXPOSED GRID, .020" GALV. STEEL WITH DOUBLE WEB, .018 GALV. CROSS TEES, 1 9• GALVANIZED RIGID CONDUIT SHALL BE USED WHERE EMT IS NOT PERMITTED BY CODE, OR WHERE CONDUIT IS CONCEALED ASTM B-153, TRUSS TYPE MASONRY JOINT REINFORCING AT 16" ON CENTER VERTICALLY. FILL BLOCK CORES SOLID AT ALL 1/2" HT 15/16" FACE. PROVIDE 12 GAUGE GALVANIZED PRE-STRAIGHTENED MILD STEEL WIRE ® 24" O.C. TO SUPPORT IN CONCRETE SLAB OR IN EARTH, OR EXPOSED. WIRE SHALL BE #12 COPPER MINIMUM. BEARING POINTS AND OPENING JAMBS. SPACE REINFORCING AT 8' ON CENTER OVER WALL OPENINGS AND AT BASE OF c s OWNER REVISIONS 5.19-03 GATT INSULATION OVERLAY. MFG: USG, DONN, NATIONAL ROLLING MILLS OR CHICAGO METALLIC CO. I BLDG. DEPT. REVISIONS 6-1-01 WALLS. `., 2. PROVIDE UL CLASSIFIED CONCRETE MASONRY UNITS AT THE NEW FIRE WALL TO ACHEIVE WALL RATING SPECIFIED. b. SUPPORT CHANNELS: 16 MSG COLD-ROLLED STEEL CHANNELS, 1 1/2" DEEP WITH 9/16" FLANGES WITH 12 SWG GALV. •►ARD ASSOCIATES WIRE. SPACE ® 48" O.C. MAX., AND SUSPENDED FROM STRUCTURE ABOVE WITH 1/4" GALV. STEEL ROD AND GAT CLIP 4B1 .5L 0 48" O.C. MAX., BOTH DIRECTIONS. DIVISIONS - METALS Landscape Architects, 1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36 AND SHALL BE FABRICATED IN ACCORDANCE WITH AISC MANUAL OF c. INSTALLATION SHALL CONFORM TO ASTM C-636. MAXIMUM DEFLECTION SHALL BE ,/360 of SPAN. BUILDING CODE ANALYSIS Architects, Engineers STEEL CONSTRUCTION. SHOP PRIME ALL STEEL WITH ZINC RICH PRIMER - CARBOLINE OR EQUAL. �p �+ 2 METAL STUDSOVIDE VANDEFURRING SHALLLBET20SGAUGEAMINIMUM.LPROVIDE FURRING SOLIDT 16" ON CENTER MAXIMUM ASTM WOOD BLOCKING AT OPENING JAMBS AND6. DIVISION 10 - SPECIALTIES NRA B TIN 15O0 LakelBohemia, , venue 11716 OCCUPANCY CLASS: C.1 - OFFICE (LOW HAZARD) Bohemia, N.Y, 11716 HORIZONTALLY AT GRAB BARS, WALL RAILS, SHELVING UNITS, RAILING ATTACHMENTS, ETC. 1. ALL TOILET ROOMS ACCESSORIES SHALL BE BOBRICK OR EQUAL. STAINLESS STEEL TYPE 304 WITH #4 FINISH. C4.2 - MODERATE HAZARD (631) 563-4800 3. ALL WELDING SHALL BE PERFORMED BY LICENSED WELDERS AND SHALL BE FABRICA,'cD IN ACCORDANCE WITH THE AWS AND CONSTRUCTION HYPE: 5b- WOOD FRAME THE NYS UNIFORM CONSTRUCTION CODE. 2. FIRE EXTINGUISHERS SHALL BE ANSUL, 10 POUND DRY CHEMICAL FULLY CHARGED, NFPA 299 APPROVED WITH HEAVY DUTY 45 West Main Street - - - WALL BRACKETS. (TOP AND BOTTOM) AREA LIMITATIONS 4 ALLOWABLE AREAS: 6,000 SF ((2 S7Y.)+50% (ACCESS. ON 2 SIDES)-9,000 SF Little Falls, New York 13365 3, BUILDING SIGNAGE: 8"x8" WORD AND PICTURE SIGNAGE WITH TACTILE SYMBOLS RAISED 1/32", TEXT WITH GRADE 2 BRAILLE. 4,000 SF (1 S,",)+50% (ACCESS. ON 2 SIDES)-6,000 SF (315) 823-4384 'A, CONTRASTING BACKGROUND 5/8" HEIGHT HELVETICA MEDIUM LETTERING. ADA COMPLIANT WITH INTERNATIONAL ACCESS 4,000 SF(1 STY-WD.FR.)+50% (ACCESS. ON 2 SIDES)=6,000 SF SYMBOL AT ACCESSIBLE TOILET ROOM. MANUFACTURER: BEST SIGN SYSTEMS; MOHAWK SIGNS OR EQUAL. ACTUAL AREAS: 2968 S.F. (1ST STY, TYPE 5b, CA OCCUPANCY) DIVISION 6 - WOOD AND CARPENTRY 1218 S.F. (2ND STY, TYPE 5b, C.1 OCCUPANCY) project title: 1. PROVIDE 5/4" x 3" CROSS BRIDGING NOT EXCEEDING 8'-0" ON CENTER FOR ALL FLOOR CONSTRUCTION. 2415 S.F. (1 STY, TYPE 5b, C 4.2) <6,000 S.F.3342 SF(1 STY, TYPE 5b, C 4.2. OCCUPANCY) < =6,000 SF 2. PROVIDE HOT DIPPED GALVANIZED FRAMING CONNECTIONS AT ALL BUTT STRUCTURAL CONNECTIONS. ALL EXTERIOR NAILING DIVISION 15 - PLUMBING HEIGHT LIMITATIONS: KARDWELL SHALL BE HOT DIPPED GALVANIZED, STAINLESS STEEL OR ALUMINUM SO AS TO MAINTAIN COMPATIBILITY WITH ADJOINING ALLOWABLE HEIGHT; 2-STORY, 40 FEET OFFICE MATERIALS. 1. FURNISH ALL EQUIPMENT, MATERIALS AND LABOR REQUIRED FOR A PROPER AND COMPLETE INSTALLATION OF ALL PLUMBING SYSTEMS AND RELATED WORK INCLUDING BUT NOT LIMITED TO: REMOVALS, SAWCUTTING, PIPING, INSULATION, ACTUAL HEIGHT: 32' +/- BUILDING 3. TREATED LUMBER MEMBERS SHALL BE CCA, AD PCF MINIMUM, KDAT15, ACE) OR EQUAL IN ACCORDANCE WITH AWPA BACKFILLING/COMPACTION, SUPPLY AND WASTE PIPING, VALVES, FITTINGS, FIXTURES, CLEAN-OUTS AND CONNECTIONS, STANDARDS. ALL MATERIAL SHALL BEAR GRADE / TREATMENT MARKINGS UPON DELIVERY TO THE SITE. PROVIDE 1/2" CONNECTION INTO EXISTING BUILDING DRAIN SYSTEM. EXIT UNIT REQUIREMENTS DIAMETER ANCHOR BOLTS AT 6'-0" ON CENTER FOR SILL PLATE CONNECTIONS. OCCUPANCY LOAD: 1ST FLOOR - C1 OCCUPANCY - 1P./200 S.F. - 16 P. 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING 2ND FLOOR - C.1 OCCUPANCY - 1P./150 S.F.= 9 P. 4. PROVIDE PLAIN SAWN RED OAK TRIM AS REQUIRED BY THE OWNER. SCREW AND PLUG ALL FASTENER LOCATIONS WITH CODE, THE LOCAL PLUMBING CODE, SCWA, AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. 1ST FLOOR - C4.2 OCCUPANCY - 1P./250 S.F. = 10 P. MATCHING WOOD PLUGS. 1ST FLOOR - C4.2 OCCUPANCY -(TYPE 5)- 1P./250 S.F.=14 P. 3. PIPING - COLO AND HOT WATER, TYPE L COPPER TUBING WITH SOLDER TYPE FITTINGS, SOLDER SHALL BE 95/5, EXIT CAPACITY: CA = 60 P. / EXIT UNIT (STAIRS), 90 P. / EXIT UNIT (DOORS). 5. PROVIDE BIRCH VENEER PLYWOOD SHELVES IN CLOSETS AND STORAGE SPACES. SHELVES SHALL HAVE MATCHING HARDWOOD BELOW GRADE PIPING SHALL BE TYPE K COPPER. PROVIDE SHUT-OFF AND DRAIN VALVES FOR EACH RISER AND EDGE. SHUT-OFF VALVES FOR EACH FIXTURE. IDENTIFY ALL VALVES WITH TAGS. MATTITUCK, NY EXITS REQUIRED: IST FLOOR - 2 EXITS REQUIRED MINIMUM. 6. PROVIDE COMPOSITE COUNTERTOPS WITH 4" HIGH BACKSPLASH, OGEE BEVELED FRONT EDGE AND BACKER PANELS OVER 4. PROVIDE CAST IRON SERVICE WEIGHT PIPING BELOW SLABS. NO HUB CAST IRON PIPING ABOVE GRADE FOR SOIL AND 40 P. / 90 P. PER EXIT UNIT = 1 EXIT UNIT REO'D. drawing title: FURNITURE GRADE PARTICLE BOARD. PROVIDE MATCHING BASE AND UPPER CABINETS. SINK COUNTERTOP IN THE HANDICAP VENT LINES. 2ND FLOOR - ? EXITS REQUIRED. 2 EXITS PROVIDED, TOILET ROOM SHALL BE ADA COMPLIANT. 9 P. / 60 P, / EXIT UNIT = 1 EXIT UNIT REQ'D. (MIN. 2) 5. VALVES SHALL BE BRASS/BRONZE BODY TYPE, 125 PSIG. EXITS PROVIDED: 1ST FLOOR - 4 EXITS PROVIDED (7 UNITS OF EXIT) DIVISION 7 - THERMAL & MOISTURE PROTECTION 6. CLEAN-OUTS SHALL BE FULL SIZE OF PIPE WITH THREADED BRASS SCREW PLUGS. 2ND FLOOR - 2 EXITS PROVIDED (3 UNITS OF EXIT) SPECIFICATIONS 1 . PROVIDE VISQUEEN OR EQUAL, 6 MIL POLYETHYLENE VAPOR RETARDER UNDER ALL CONCRETE SLABS. LAP JOINTS 6" AND 7, PIPE INSULATION SHALL BE CELLULAR FOAM OF THICKNESS AS REQUIRED BY THE NEW YORK STATE ENERGY CONSERVATION ALLOWABLE 1ST FLOOR - 175' (C.1 OCCUPANCY, NON-SPRINKLED) TAPE. TURN UP 4" VERTICALLY AT EDGES, CODE. PROVIDE ON ALL INTERIOR COLD AND HOT WATER PIPING. TRAVEL DISTANCE: 2ND FLOOR - 150' (C.1 OCCUPANCY, NON-SPRINKLED) 2, APPLY NON-ASBESTOS KARNAK OR EQUAL, ASPHALTIC DAMPROOFING TO THE INTERIOR FACE OF ALL EXTERIOR WALLS. APPLY 8. PROVIDE "TRAP-WRAP" AT HANDICAP LAVATORY SUPPLY AND DRAIN PIPING. 1ST FLOOR - 150' (C4.2 OCCUPANCY, NON-SPRINKLED) WITH A TROWEL TO THE THICKNESS RECOMMENDED BY THE MANUFACTURER. VERIFY COMPATIBILITY WITH EXTRUDED POLYSTYRENE INSULATION PRIOR TO PURCHASE, 9. PROVIDE KOHLER FIXTURES AS FOLLOWS: ACTUAL IST FLOOR - 88' MAX. TRAVEL DISTANCE: 2ND FLOOR - 36' MAX. 3. INSULATION BETWEEN STUDS SHALL BE BATT TYPE, R-13 WITH FOIL VAPOR RETARDER FACING, INSULATION ABOVE THE HUNGFIXTURE SCHEDULE: CEILING SHALL BE R-30 MINIMUM. - - STAIR CAPACITY 9 P. / 60 P. / EXIT UNIT = 1 STAIR EXIT UNIT REQ'D. a. COUNTERTOP LAVATORY- GROHE 20801 000 GENEVA W/S LAVATORY. GROHE 18734 000 GENEVA REQUIRED: 4, ALL LEADERS SHALL BE CONNECTED INTO ON SITE DRY WELLS WITH 6" PVC SDR 35. PROVIDE PVC BOOT TRANSITION AND LEVER HANDLES. CAULK. STAIR CAPACITY 1.5 EXIT UNITS PER STAIR EXISTING. TWO STAIRS EXIST. b. TOILET - KOHLER "MEMOIRS" K-3453 WHITE W/ WHITE OPEN FRONT SEAT. - � PROVIDED: 3 STAIR EXIT UNITS = 180 P. EXIT CAPACITY > 9 P. drawn b 5. CAULKING SHALL BE LEXCEL OR SILICONE FOR EXTERIOR. LATEX TYPE FOR INTERIOR. ADHESIVES SHALL BE PL PREMIUM AS -. Y: CtleCk. by: MANUFACTURED BY CONTECH. - FIXTURE REQUIREMENTS TOTAL OCCUPANT LOAD = 49 PERSONS p,)1, L.MF PROVIDE ALL MISCELLANEOUS PIPING P=TRAPS WITH CLEAN-OUT PLUGS, MATCHING CHROME SUPPLY PIPING REQUIRED: 3 WATER CLOSETS REQUIRED 6. ROOFING REPAIRS SHALL BE COMPATIBLE WITH EXISTING AND SHALL BE INSTALLED TO PROVIDE POSITIVE DRAINAGE. 10• AND SHUT-OFF VALVES FOR A COMPLETE INSTALLATION OF EACH FIXTURE. 3 LAVATORIES REQUIRED date: scale: 1 DRINKING FOUNTAIN REQ'D. 12/18/(0(0 A6 NOTED (G-90) FOR THE ONE STORY WAREHOUSE BUILDING. 9 7. SHEET METAL SHALL BE OZ COPPER FOR THE TWO-STORY OFFICE SECTION AND 22 GAUGE GALVANIZED STEEL PROVIDED: 3 WATER CLOSETS PROVIDED drawing number: 3 LAVATORIES PROVIDED DIVISION 15 - MECHANICAL 1 DRINKING FOUNTAIN PROVIDED DIVISION 8 - DOORS AND WINDOWS DESIGN LOADS 1. GENERAL: FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANS, TOOLS AND SERVICES NECESSARY AND REQUIRED FOR SNOW: 30 PSF 1. HOLLOW METAL DOORS SHALL BE 16 GAUGE INSULATED WITH 14 GAUGE WELDED HOLLOW METAL FRAMES. 1-3/4" PROPER AND COMPLETE INSTALLATION OF ALL HEATING, VENTILATING, AND AIR CONDITIONING SYSTEMS AND RELATED WORK. FLOOR: 100 PSF LIVE LOAD �� O THICKNESS. PROVIDE EACH DOOR WITH THREE BALL BEARING TYPE BUTT HINGES, CLOSER, FRAME AND SILL HIVAC SYSTEMS WILL INCLUDE, BUT NOT BE LIMITED TO, AIR HANDLERS, VENTING, EXHAUST FANS, DUCTWORK, AND ALL WIND: EXT. WALL - 15 PSF WEATHERSTRIPPING (EXTERIOR DOORS), WALL / FLOOR BUMPER, KICKPLATE, EXIT DEVICE AND LEVER HARDWARE AS SYSTEM RELATED PIPING, VALVING, CONTROLS AND WIRING, ELECTRICAL COORDINATION WITH ELECTRICAL CONTRACTOR FOR APPLICABLE, SEE HARDWARE SET TYPES ON THE DRAWINGS. LIINE VOLTAGE WIRING, AND ALL NECESSARY DEVICES FOR COMPLETE FULLY OPERATING SYSTEM AS SHOWN ON THE EAVES - 15 PSF APPROPRIATE DRAWINGS. CHIMNEY - 18 PSF 2. INTERIOR DOORS SHALL BE 1 3/4" THICK, FLUSH PANEL PLAIN SAWN OAK, MINERAL CORE AS MANUFACTURED BY ROOF: 5 PSF DOWNWARD / 14 PSF UPWARD / 2. SEE ARCHITECTURAL DRAWINGS FOR COORDINATION OF EQUIPMENT INSTALLATIONS. WEYERHAUSER, MOHAWK OR EQUAL. PROVIDE POLISHED BRASS INTERIOR HARDWARE BY SCHLAGE OR EQUAL IN STYLE STATE uw PROHIBITS ANY PERSON FROM ALTERING SELECTED BY THE OWNER. 3. COORDINATE LINE VOLTAGE ELECTRICAL CONNECTIONS WITH THE ELECTRICAL CONTRACTOR. ANYTHING ON THIS DRAWING AND/OR THE FIRE SPRINKLER 'SYSTEM ACCOMPANYING SPECIFICATION. UNLESS IT 3. INSULATED PANEL SECTIONAL OVERHEAD DOORS SHALL BE AS SELECTED BY THE OWNER. INSTALL WITH WEATHERSTRIPPING IN4. PROVIDE ALL CONTROLS AND LOW VOLTAGE WIRING CONNECTIONS TO ALL CONTROLS AND EQUIPMENT. N/A IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE sucH ALTERATIONS ACCORDANCE WITH THE DOOR MANUFACTURERS RECOMMENDATIONS. ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 200024.00 5" THK GONG. RAMP WALL TYPE SCHEDULE / 1 RI INF. W/ 6x6-W1.4xWla Ww.F. / ;LK2 3/8" AIR GAP EXISTING MASONRY WALL2" SEMI-RIGID INSUL. E DETAIL 10 2" GALV. METAL STUDS A-2 A 24"O.C. (HORIZ.) AND 5'-0"MAX11q" O.D. TYP. DIUS 48" O.G. (VERT.) I _ < \ WALL TYPE LA 5/8" GYP. BD. I H.D. GALV. HANDRAIL K I I a I EXISTING MASONRY WALL EXTENDS 12" BEYOND / STUDS GALV. MTL. a 12" IFL RAMP (TYP.) •° STUDS a 16" O.C. Q '^ 1/2" EXP. 3 \ d EALANT/ l J J\) � / Rrl3 INSULATION "• 12" MN. RAMP R=14.4 (2" ULTRA R) _ WALL TYPE IS D q\ g.. 5/8" ABUSE RESISTANT °y�T\ P �E f B * GYP. BD. eta E/ ns\ RAMP 12" FLAT _ 5'-0" (MIN.) VARIES (30' MAX.) 5'-0" (MIND Q? \ _ — — — — — — — — — - 2 LAYERS 5/V' 2% MAXIMUM PITCH 83% MAXIMUM PITCH 2% MAXIMUM PITCH 4 3�86 161,os EsUpD. 71:"5m) LANDING TYPICAL RAMP �ELEVATION "SO) LAND ING s ) µ 10 RAMP DETAILS / 89 A- 2 NOT TO SCALE � R-131N5ULATION �—� o``-N-W yon` 0 HANDRAIL DETAIL NOT TO SCALE WALL TYPE �C SIGNAGE SCHEDULE d` ® 5/8" GYP. BD. ' (BOTH SIDES) # TEXT REMARKS SIZE SEE EPEC. 1 3-5/8" MTL. STUDS u AS-BUILT REVISION 5/20/0 O FOR 16" O.G. - Im AS-BUILT REVISION 5/19/03 BRAILLE W/ LETTERS 1 UNIVERSAL 6" x 8" S-I TOILET ACCESS SYMBOL MIN. ;� SIGNAGE SOUND ATTENUATION - - - - A5-5UILT REVISION 5/16/03 S-2 WOMEN BRAILLE W/ LETTERS 6" x 8" INSULATION _ e AS-BUILT REVISION 4/23/03 NON-ACCES6I5LE MIN. WALL TYPE 2x6 s I6" O.C.-_", zk-ti REVISION 2-1-T-03 MEN 8-3 NON-ACCESSIBLE BRAILLE W/ LETTERS MIN, e SIGNAGE 4 2'x2' DOUBLE LAYER REVISION 11/20/02 5/8' GYP, BD. R 30 OF 5/8" THK, TYPE 'X' . (BOTH SIDES) 8 INSULATION J-A YP, BRD. FIRESTOP S REVISION 4/30/02 e ' 2x8 s 16 O.C. � REVISION 3/22/02 - 3-5/8" MTL. STUDS _:_tt s 16" O.C. ) REVISION 2/4/02 AC RAMP WALL TYPE NOTE: WALL HEIGHT = VARIES REVISION 6/19/01 HARDWOOD CAP - SEE DETAIL 4/A-2 1 - -------- ------- ;JJ '.`^ " di•'' v "n, - " F i s, URR OUT AROUND - n ' / RU55 SPLAYS o I REVISION 2/6/01MASONRY WALL i' e OLUMNS2 LAYERS 2x8 m EW FIRE RATEDWARD ASSOCIATES - - S THDK R 162 O.SULATON GYP. BRD. ENING ;9 ACOUSTICAL PAN6 O.C.2 T GALV. sr . Landscape Architects139 135, 1H, 93• 1 R-30 INSULATIONSUPPORT WIRES TEMOVE EXISTING . C3) 2x12 PURLINS AT 24" OINpOWS ANp Architects, Engineers INEOF STORAGELOSE OPENINGS PANEL 1 MAS GYP. BAD. "B" LABEL 110 7500 Lakeland Avenue ALARM wH i WALL TYPE F 112 -, 1MASONRY WALL I I ROLL UPWI oNDVINYL DooR Bohemla,N.Y. 11716 Isis" GALV. STL. i STRIP 35/e" GALV. MT__-___- STUDS m 16" O.C, WALLDOOR STUDS, R-13 I ( 1)' -��_______________________________________________ I"THK R-1.21N5ULATION ' aye" ABUSE RE - GYP. BRD. 45 West Main Street — ❑H ❑H ❑H _ 5/8" GYP. BRD. - - 13F 13T 135• = WALL TYPE I Little Falls,New York 13365 == ------------------------------------------------------------- -®, -_=- SECTION 0 Q (315) 823-4384 F gT A- 2 0 2' 4' a' project title: „ - - SCALE: 1/4" I'-0" 38 KARDWELL 1 1 NEW ROOFING SHINGLES TON TING 4 y ? 6QOFFICE &MOKETIGHT GAPEK BUILDING EXIS EXISTING BASEMENT PLAN JOINT I 1 1 1 � A_2 ry A- 2 CONSTRUGT�ON NOT 8: Im 0 4 8 16 1 , PLUS AT SCREWWOOD 5/4" x 6" HARDWOOD,' - 1 SCALE: I/8" I'-0" ,a . 2x6 PURLINS ) _ EXIST. 2x6 PURLINS 4 - EXIST a GALV. EDGE BEAD ' ` 3/4Px 4 HARDWOOD 1 1 II SHELVE IF HVAC UNIT 16 > 200 5,000 Cl PROVIDE I SMOKE-DETECTORI SUPPLY DUCT. 0 - - 2 LAYER of . " 1 1 AT TOP OF EACH POPLAR REVEAL. '? 0_ ; MATTITUCK, NY TYPE C" GYP. BRD. I- 1 SIDE, CONT. (PAINT) 1i - 1 W/ RESIL. CHNI_ . I� )! Z' m' _ - 0 �— co"r. BLOCKING 9 � q_2 drawing title: 'IEXI6T. STL. TRUSS, 3;g$3, 3Y. 3: 83/", I NEW 5" 4' THK REINF. LONG CONC. BLOCK FIRE ".ENCASE „ I" ALUM. CLNG. TEE SIDES) T-0 SECTIONS + T �+ WALL LIGHTWEIGHT 1 o 2 BULB GRGALV. MTL. STUDS AT 16" O.0 1 �' 5 '° r`m - SEC 1 IONa7 2" SLAB REINF. WITH +LAYERS OF 5� 1 /8 GYP. BD- BOT I, _ 6x6-WL4xWl.4 U1lUF TYPE "C" e WITH CONT. CAP RAIL �_ GYP. BRD. BLACK IRON _r' (')�41 ELECTRIC - AND �3 NOSING BAR- - CHANNELS 4'-0" - - - - -- - -- - 1 TYP. I" pian CLR. TYP. I/2" THK - '1 O.O. HUNG}WITH BTL. -� I DETAILS PREMOLDED PENCIL RODS ® Ea - EXPANSION JOINT '! - 2'-O" O.O. TO'- X_x—, X W/ SEALANT EXISTING ROOF 1 WALL DETAIL PITCH ° a ° - NEW FIRE RATED ACOUSTICAL _ 'I STRUCTURE 4 3 R A MP PLAN PANEL W/ R-30 INSULATION. - 1, .9 • 12 GA. SUPPORT WIRES TO NEW ACOUSTICAL PANEL W/ R-30 A- 2 REF. WALL TYPE 0 6" 1' 2". LINE OF EXISTING BUILDING I EXIST. PURLINS. INSULATION. 0 21 4, 8, _ ° A- 2 " < 5/8" GYP, ON 212"1 6TL. STUDS _ 'drawn db checked b I" III INSULATION SCALE: 11/211 = F-0" Y• Y• '- - SCALE: 1/4" = I'-0" a ° ACCESSORY STORAGE 110 OFFICE i0T L.M.F. E - RUBBER BASE •" - date: scale: PATCH SLAB FLUSH - FLUSH T/O FOOTING 1'1/21, STL. PIPE 12/15/mm AS NOTED Z a IIII - a" THK GYP. BRD. EXISTING AS NEEDEp W/ EXIST. SLAB 5r °1 - �• Ih" EXPANSION JOINT - RAIL CTYP.) PAIN RAIL ITYP) PAINT Ea EQ. 16N OC TYTUDS o drawing number: T ix" STL. PIPE s I ° SEE DETAIL P" iii" PLYWOOD WITH A_2 m 44" UNDERLAY AND - `* 3/4 PLYWOOD WITH _ POROUS FILL (6" MIND t1 ° TILE FINISH. - 5%" THK GYP. BIRD. " a COMPACTED 5UBGRADE a e'• '" • - nl I6� O.C. TYP.DS EL. FLOOR I/4" UNDERLAY AND M4 BARS, 12" O.C., 1 �"- 25 BARS CONTINUOUS spa" THK. GYP. BRD N TILE FINISH - O{ BOTH WAYS, 2" CLR a . - ON 21,x4" STUDS w �' NOTE BELOW 1 16" O.O. YTP, 6)5"4"MAX N -IIII 1'-4" (2) 2"x61, CGUT) RAMP TILE SURFACE SIDES OF RAMP"D 2X6 (CUT) ell" O.G. 4" HT. RUBBER BASE 14 1 J015T I 0 (2) 2"x6" BLOCKING STATE LAW PROHIBITS ANY PERSON FROM ALTERING E I R E W A L L ROOF JUNCTION DETAIL RAMP SECTION AT BREAK '" RAMP. RAMP SECTION ANYTHING ON THIS DRAWING AND/OR THE g CONCRETE STAIR Z / 5 6 5 0 DER THE DIRECTION SPECIFICATION.OF A UNLESS PROFESSIONAL. WHERE SUCH ALTERATIONS NOT TO SCALE 0 611 I' 2' 1 ARE MADE THE LICENSED PROFESSIONAL a A- Z A- 2 N07E: A- 2 0 2 4 8' -I A- 2 NOTE: VERIFY FLOOR ELEVATION 0 2' 4' 8' MUST SIGN, SEAL, GATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE - RATING BASED UPON UL ASSEMBLY NUMBER L5II IN FIELD. - 1 DRAWING AND/OR IN THE SPECIFICATION. a SCALE: I" = I'-0" SCALE. 1/4" = 1'-0" SCALE: 1/4" = I'-0" ret. n0.: 200024.00 DOOR SCHEDULE DOOR FRAME HDVVR 2° 5/8" HOLLOW METAL O SADDLE LABEL REMARKS - wooD LOCATION SRE MAIL FlN. TlPE MAIL FlN. DETAIL �T NO. �+ ,n FRAME f - FRAME HOLLOW METAL : O —T.G. FRAME STAIRS _ :< i �� DOOR AS j 3068 WD P7. A HM. PT. 2/A-3 F I CLASSROOM LOCK FUNCTION TO OFFICE 100 I ��� �r PER OFFICE 100 DOOR DOOR A5 1 m2 WPT. A HM. PT. 2/A-3 Q II/A-32 UNDER CUT -FIELD DETERMINE _ _ PER a ! � SCHED.TO OFFICE 101 ' Tp SCHED. :o i ) s DOOR ASOFFICE 100 3068 ILur) P7. A HM. P7. 2/A-3 5/A-3 3 UNDER CUT -FIELD DETER'TINE �� _ PER - - - SCHED. FROM H.G. TOILET 104 4 ELIMINATED - - ELECTRICAL PANELS 5 (2Y2668 P7. BHM. P7. 2/A3 - - 5 e INSTALL BALL'GATGNESAND FULL IWOB 6 OFFICE 10'1 3068 WD PT. A HM. P7. 2/A-3 - _ b NO WALL MPER REGIUIED [Rfl 6 DOOR TYPE ELEVATIONS TO LUNCH 108 UNDER CUT -FIELD DETERMINE 5/8" GYPSUM BOARD — STORAGE CLOSET (2)5668 WD PT. C HM. PT. 3/A-3 - - T - EACH 61DE OF WALL. ADJU5TABLE STEEL \ A- 3 N.T.S. LUNCH 108 HOLLOW METAL T LAMINATE 3r 8 TO VESTIBULE 109 3068 WD P7. A HM. PT. 2/A-3 - - 6 UNDER CUT -FIELD DETERMINE ANCHORS (MIN. 3 PER JAMB) DOOR FRAME LAMINATE 4" PLYWOOD OR STORAGE CLOSETARTICLE BOARD. - COUNTER .�eae° Aa\ g (2)5668 WD PT. C H.M. P7. 3/A-3 T e 1 DOOR FRAME DETAIL g "rTF 10 EXTERIOR FROM NEW DOOR GN EXISTING FRWNE �P n 3068 NM P7. A HM. Pt. 9/A-3 4/A-3 9 ..NI BELL Ir " S OFFICE 10l ..NIGHT ATcuTuul-t to PROVIDE WOOD x RAD. ACCESSORY STORAGE 110 $TL.LINTEI_42 4" .3P,".5AW ANGLE$(4" VERT) A- 3 T' S/$" N.T.S. BLOCKING IN -v OAK FASCIA, CONT. 11 3468 HM PT. A H.M. PT. 9/A-3 � II/A-3 B 9 No NIGHT LATCH?HUMBTUM4 — STUD WALL TO OFFICE 10-1 - _ EXTERIOR FROM 12 - ACCESSORY STORAGE 110 3868 HM PT. A HI PT. 9/A-3 4/A-3 e - v sr 5589 �gT�OF NEW NOP 13 ACCESSORY STORAGE 110 3068 HM PT. A HM. PT. A-3 6 $ * NO CLOSER — - 4 ,r. Q DOOR n n CONT. 2"x4" WITH TO SHIPPING m 2 5/8 n _ Ir2" m LAG SCREws RECEIVING 112 14 FROM SHIPPING III 3068 HM PT. A HM. PT. I/A-3 B 2 Q ELE07ROMA_GNETIC HOLD-O.PEN DEVICE r 2J 2"x3" CONT. RECEIVING 112 TO A E OOR W Q "� I l2) 2"x3" AT 24" O.G. 5 ACCESSORY STORAGE 110 6080 MTL PE. - MTL. PT. - B AUTOMATIC OPEN f ' , 4 BOLT TO BLOCKING seal: 16 EXTERIOR TO 100100 MTL PRE. - MTL. PT. - - GARAGE DOOR W/ DOOR ( AT EACH END- DOOR 112 AUTOMATIC OPEN 4 DOOR BELL (2)2x6 I PLASTIC LAMINATE 0/03 STAIRS FROM 3068 WD Pt. A NM. F.T. 2/A-3 II/A-3 C 9 BACKER MATERIAL OFFICE 201 AS-BUILT REVISION AS-BUILT REVISION 59/03 e .n `9 WALL BEYOND 18 OFFICE 201 3068 WID PT. A H.M. PT. 2/A-3 - 2 Q UNDER CUT -FIELD DETERMINE 5/8" GYPSUM BOARD 3/4" THK EXT. '^ T AS-BUILT REVISION 5/16/03 TO OFFICE_ 200 EACH SIDE OF WALL. PLYWD. - - - IIr2 PR. HINGES, OEADBOLT- - e ADJUSTABLE STEEL II e AS-BUILT REVISION 4/23/03 19 OFFICE 2880 H.M. PT. # WD. PT. - - HOLLOW METAL J LINE of CLEARANCE _ _ EXPANDED MTL SCREEN DOOR. ANCHORS CMIN. 3 PER JAMB) DOOR FRAME FOR ACCESSIBILITY Qe Ev1610N 11/20/02 20 OFFICE 100 (2) 1668 ! WD PT. B - -'HM. PT. 2/A-3 � *2 1�F. HINGES;CLOSERS INE OF TO COMPUTER RM. 103 SWMGING DOUBLE DOORS C S I 4 REVISION 3/22/02 21 3868 HM PT A HM. PT. 10/A-3 4/A-3 8 D 0 0 R FRAME DETAIL 5/4"4 WOOD TRIM e REVISION 2/4/02 EXTERIOR FROM STORAGE 113 I x REVISION 6/19/01 EXTERIOR TO GARAGE DOOR W/ CAULK CONT. 22 STORAGE 113 00100 MTL PRE. - M7L. PT. AUTOMATIC OPEN ° A- 3 2 N.T.S. HOLLOW METAL I REVISION 2/6/0 DOOR FRAME 23 EXTERIOR 3868 HM PT A HM. P7. 10/A-3 4/A-3 - 9 - \. 8" WARD ASSOCIATES FROM STORAGE 113 — *INDICATES 24 EXTERIOR 38 0 Wp. PT P WD. PT. 4/A-3 $ k NO WALL BUMPER 1 O D 0 0 R FRAME DETAIL P FROM OFFICE 100 ., , II" DIMENSIONS FOR Landscape Architects, DOOR ACCESIBILITY Architects Engineers NOTE: 3010 = 3'-0" WIDE X T'-0" HIGH. g„* CLEARENCESFINr 9 FLOOR WALLS CEILING 4 A- 3 N.T.S. COUNTER DETAIL RM # 104 1500 Lakeland Avenue ® ROOM NAME SCHEDULE MAn I FIN. BASE MArL RN. HErPM MAIL FlN. REMARKS m Bohemia, N.Y. 11776 A- 3 0 6” 1' 2' (631)563-4800 100 OFFICE a C.T. PRE. e RUB:- GYP. FT. e 9'-3 AC.P. F . 45 West Main Street 101 OFFICE CARP. PRE. WP. GYP. FT. 9'-3" AC.P. PRE. SCALE, 11/2" = 1'-0" Little Falls, New York 13365 102 LIBRARY e C.T. PE. RUB. GYP. Pi. AC.P. PRE. 5/8" GYPSUM BOARD 5'_0" a (315) 823-4384 EACH SIDE OF WALL. „ 3'_0„-0„ FRONT 9'-0” ADJUSTABLE STEEL 3'-b° -0' ST. STL. 103 COMPUTER ROOM ', C.T. PE. RUB, GYP. PT. AC.P. PE. REMOVE WOOID PANELING HOLLOW METAL E e GRAB BAR5� project title: BACK 8'-10" ANCHORS (MIN. 3 PE JAMB) DOOR FRAME TOILET ACCESS. DOOR AND FRAME l04 H.C. TOILET C.T. PRE. C.7 5 b7 PRE. �'_II" GYP. PT. REMOVE WOOID PANELING g e b, AS PER SCHEDULE :r 'v (SEE FLOOR 105 W. TOILET EXIST. EXIST. EXIST. EX CT. - EXIST. EXIST. PT. 3 DOOR FRAME DETAIL ug� m PLAN E SPEC.) kV THK. DOUBLE BEVEL KARDWELL EX.GYP Pt. SLATE SADDLE. EX Ci. 3'-0" COPE TO FRAME OFFICE 10& M. TOILET EXIST. EXI5T. EXIST. EXIST. EXIST. PT. A— 3 N.T.S. MAX. 3/4" UNDERCUT EX GYP. PT. 1/4" CERAMIC BUILDING 5 211 g/sM ci H.C. ACCESSIBLE TOILET STALL I,4„ z � 1 HERE FIwsH 107 OFFICE 4 � C.T. PRE. RUB. �� GYP. PT. 9'-e" ASP. PE. - C — � % 108 LUNCH C.T. PRE. RUB. EXIST. PT' Q T'-51, a GYP. `; PT. - 4 a FULL WIDTH MIRRORA ® I/2" o SLATE SADDLE log VESTIBULE C.T. PRE. a RUB. EX GYP. FT, l'_5" GYP. ! PT. * G.T. AT PLATFORM W/ NO-SLIP NOSING DOOR DECK SURFACE MOUNTED EXIST. , - - r------ SOAP DISPENSER 110 ACCESSORY STORAGE CONC. SEAL - GYP. PT. 10'-2" A.C.P. PRE. Cid ACCESSIBLE A p A- 3 DETAIL NTS. MATTITUCK, NY ADJUSTABLE L__ v, -wi LAVATORY W/ 9 Ill SHIPPING CONC. SEAL RUB. GYP. PT, 10'-2" A.G.P. PRE. STEEL "' PIPE INSULATION KIT m drawing title: ANCHORS MIN. CBY PLUMB. CONTR) 112 RECEIVING CONC. SEAL RUB. GYP. PT. to.-Ol GYP. PT. 3 PER JAMB ACCESSIBLE LAVATORY TOWEL DRINKING 10'-0" 113 STORAGE DISPENSER FOUNTAIN SECTIONS i EXIST 8'-Blrx" to EPAIR/PATGH CEILINGS i WALLS AS N ui W AND 200 OFFICE CARP. PRE. WP. /GYP. PL 6,_9„ EXIST. PT. REQUIRED FOUR SMOOTH UNIFORM FIN16H LONG. BLK. — 8 T 0 D L E T ACCESSORY A N D 201 OFFICE GARP. PRE. WC. EXIST, FT 8'-81/2" to EXIST. PT. REPAIR/PATCH CEILINGS 4 WALLS AS N.LC. CAULK CONT. HOLLOW METAL DETAILS /GYP. 6'-9" REQUIRED FOP, SMOOTH UNIFORM FINISH 0 DOOR FRAME A- 3 F O X T U R E MOUNTING HEIGHTS - - 8'-10".to - - 02 OFFICE=i CARP /GYP- i Q 203 OFFICE CARP. - PE. a WD. EXIST. P. PT. B,I1 to EXIST. PT. REQUIRED FOIR SMOOTH UNIFORM FINISH ✓ D 0 0 R FRAME DETAIL POOR AND FRAME „ AS PER SCHEDULE 204 TOILET Q 2 C.T. PE. C.T. 5 ii°G'T' PRE. IEXIST.O ; GYP. ) PT. - A- 3 N.T.S. HEATHER STRIPPING AT SILL, HEAD AND JAMBS ABBREVIATIONS IN BED TOE T. SADDLE drawn b checked b TOILET ACCESSORY LEGEND BOTHSANT. (rYP. v r BOTH SIDES) D.M. L.M.F. ABBREV. DESCRIF110N 11 ABBREV. DESCRIPTION ALUMINUM SADDLE COPE TO date: scale: DETAIL ITEM DESCRIPTION BOBRICK CAT. NHARDWARE SETS FRAME PROFILE. FILL UNDER 12/15/00 A5 NOTED IE I O. w1rH GROUT. ALUM. ALUMINUM rN,I.C. HOLLOW METAL HARDWARE SET NO. I HARDWARE SET NO. 4 HARDWARE SET NO. 7 4 ALUMINUM SADDLE T. E T A L drawing number: AA 3/A-3 DECK MOUNTED SOAP DISPENSER GROHE A.S. ALUMINUM SADDLE MATERIAL "28 '150 000 Ilii FR_VE HINGES 3 LO HINGES I SET SLIDING DOOR HARDWARE -Z I LEVER LOGKSET I CLOSER 2 FLUSH PULLS A—J N.T.S. ACP. ACOUSTIC CEILING PANELMARBLE SADDLE # 3/A-3 TOILET PAPER DISPENSER (RECESSED) 8-699 1 CLOSER I COORDINATOR/CARRY BAR HARDWARE SET NO. 8 I WALL BUMPER 1 SET OF FLUSH BOLTS b�� DOOR AND FRAME w I SET WEATHERSTRIPPING I LEVER LOCKSET A5 PER SCHEDULE .30f3 � O f GARP. CARPET NOT IN CONTRACT _ _ I SADDLE I SET WEATHERSTRIPPING IUx IT HINGES v G NOT USED EXIT DEVICE W/ 2-POINT LOCKING (EXIT ONLY/ ELEC. ARM) 3j4" THK DOUBLE BEVEL G.T. CERAMIC TILE PRE. PREFINI5HEP i, - HARDWARE SET NO. 2 1 CLOSER MARBLE SADDLE. 3/A-3 WALL MOUNTED FULL WIDTH MIRROR CUSTOM HARDWARE SET NO. 5 I SET WEATHERSTRIPPING 3/4" UNDERCUT COPE TO FRAME T 714 EX. EXISTING PT. PAINT D Ilrx VE HINGES I KICKPSADDLE ATE I/4" 2 I „ „ GINGER 0365-Z6 � I LEVER LOGKSET 3 PR HINGES I SApDLE I/4" CERAMIC TILE FINISH AE 3/A-3 GRAB BARS (d2 SIDES 6 36 BACK) 0366-Y6 I CLOSER I SET OF FLUSH BOLTS _ _- - STATE TAW PROHIBITS ANY PERSON FROM ALTERING I WALL BUMPER I LEVER LOCKSET ANYTHING ON THIS DRAWING AND/OR THE FIN. FINISH RUB. RUBBER HARDWARE SET NO. 9 I/2" ACCOMPANYING SPECIFICATION. UNLESS IT MARBLE SADDLE DETAIL IS UNDER THE DIRECTION OF A LICENSED * 3/A-3 TOWEL DISPENSER CRECE69Ep) 8-35903 HARDWARE SET NO. 3 HARDWARE SET NO, 6 II/x PR HINGES r PROFESSIONAL. WHERE SUCH ALTERATIONS GYP. GYPSUM BOARD 5T. STAIN F I I EXIT DEVICE W/ LEVER 4 2-POIN7 LOCKING J ARE MADE THE LICENSED PROFESSIONAL '. I. * INDICATES RECESSED ACCESSORY FOR DEPTH INTO WALL INx PR HINGES Ilex FR HINGES (NIGHT LATCH/THUMB TURA) FIRE RATED MUST SIGN, SEAL, DATE AND DESCRIBE THE SEAL CLEAR SEALER WD. WOOD - ILEVER LOCKSET ILEVER LATCH5ET FULL EXTENT OF HE ALTERATION ON THE I CLOSER A- 3 NTS. DRAWING AND/OR IN THE SPECIFICATION. _ - - I CLOSER I CLOSER I SET WEATHERSTRIPPING 0 _ - - Q I KICK PLATE (12"HT.) I SADDLE ref. no.: 200024.00 a