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HomeMy WebLinkAbout31039-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31425 Date: 02/07/06 THIS CERTIFIES that the building PHARMACY/RETAIL STORE Location of Property: 9870 ROUTE 25 MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 143 Block 2 Lot 30 .2 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 16, 2005 pursuant to which Building Permit No. 31039-Z dated APRIL 5, 2005 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 ALTERATION OF AN EXISTING BUILDING TO RETAIL PHARMACY AS APPLIED FOR. The certificate is issued to MATTITUCK CVS LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-04-0004 01/27/06 ELECTRICAL CERTIFICATE NO. 2031956 11/29/05 PLUMBERS CERTIFICATION DATED 01/23/06 POWER HOUSE PLUMBING A h riZq Signature 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. 31039 Z Date APRIL 5, 2005 Permission is hereby granted to : FORK PROPERTIES LLC NORTH 2315 PINE TREE ROAD CUTCHOGUE,NY 11935 for THE ALTERATION OF AN EXISTING BUILDING TO A RETAIL PHARMACY AS APPLIED FOR PER PLANNING BOARD DECISION DATED 3/14/5 at premises located at 55 SIGSBEE RD LAUREL County Tax Map No. 473889 Section 143 Block 0002 Lot No. 03_0 e, � ,,, pursuant to application dated APRIL 16 , 2005 and approved by the 3o. .2, Building Inspector to expire on NOVEMBER 5, 2006 . Fee $ 3 , 924 . 50 / or/ r zed / ature...._ .- ORIGINAL Rev. 5/8/02 Form No.6 1 TOWN OF SOUTHOLD BUILDING DEPARTMENT (� TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: L Final survey of property with accurate location of all buildings, property lines, streets, and unusual turall or topographic features. 11 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. . A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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- S.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.000 Date. 2— New New Construction: Old or Pre-existing Building:// f (check one) Location of Property: y780 �rA//✓ /� �(O _.4i TITS-c !t House No. Street Hamlet Owner or Owners of Property: U J/c .1G-S �� 1 C Q �� a .-� �S GL C Suffolk County Tax Map No 1000, Section / 'f Block ' Lot Subdivision Filed Map. Lot: A 2- Permit No. 310 3� Z Date of Permit. -S OS Applicant: LAIC Jul. J)I✓ice- Health Dept. Approval: L )0 oy 000 `o Underwriters Approval: GHQ 3 1 2 � / 9f� Planning Board Approval: Request for: Tempo ary Certificate Final Certificate: (check one) Fee Submitted: (2}} rr e G h")��� T Applicant Signature BY THIS CERTIFICATE OF COMPLIANCE THE ', NEW WORK BOARD OF FIRE UNOEMWRITERS 5 BUREAU OF ELECTRICITY 40 FULTONV STREET — NEW YORK, NY 10038 CJ CERTIFIES THAT Upon the application of upon premises owned by E.F. MALONEY CVS PHARMACY C 5 BOX 1007 route 25 A MATTITUICK, NY 11952 C5� MILLER PLACE, NY 11764, 5 Located at 9870 MAIN RD MATTtTCK NY 11954 - C5j`Application Number: 2031956 Certificate Number: 2031956 Section: BELOWBlock: Lot: Building Permit:" BDC: ns5 Described as a Commercial occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below,llocated in/on the premises at: First Floor, Outside, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance electrical the requirements of the. applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority,having jurisdiction,and found to be in compliance therewith on the 29th Day of, November,2005. -Name lL Rate Racine Circuit Type e Miscellaneous 5 includes building and parking lot lighting Alarm and Emergency Equipment Combo Exit and Emergency Light 3 0 Exit Light 8 11 Appliances and Accessories Water Heater 1 0 4.5 KW Air Conditioner 2 0 70 Amps Air Conditioner 2 0 60 Amps Air Conditioner 1 0 50 Amps Panels 1 225 30 1 225 11 1 225 30 1 225 26 1 125 20 seal 1 125- 27 Continued.on Next Page 1 of 2 LJ 75 This certificate may not be altered in any way and is validated only by the presence of a raised seal at thio location indicated. e BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWkITERS BUREAU OF ELECTRICITY 40 FULTON STREET - NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by E.F. MALONEY CVS PHARMACY rj P.O. BOX 6070 9870 MAIN RD 1007 route'25 A MATTITUCK NY 11952 MILLER PLACE, NY 11764, Located at 9670 MAIN RD MATTITUCK, NY 11952 Application Number: 2031956 Certificate Number: 2Q31956 Section: BELOWBIock: Lot: Building Permit:* BDC: ns5 Described as a Commercial occupancy, wherein the premises electrical 'system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor;Outside, i A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detar4ed herein, was conducted in accordance with the requirements of the ,applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in therewith on the 29th Day of November,2005. Name 4TY.. Rag Rating Qrgj' Type Wiring and Devices Fixture 234 0 Flourescent Fixture 21 0 High Intensity Receptacle 125 0 General Purpose Receptacle 8 0 GFCI service i 3 Phase 4W Service Rating 800 Amperes Service,Disconnect: 1 800 sw Meters: 1 ssyal 2 of 2 5 This certificate may not be altered in any and is validated only by the presence of a raised seal atthe'location indicated. 5 Q��g11fF0(,�co h own Hall, 53095 Main Road Q y �'� Fax(631)765-9502 P.O.Box 1179 �Ol �QQ Telephone(631)765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION r 1639 I q Date: - 2- 3, Q(G Building Permit No.�+ J ��0, 3 l Z_ Owner: _—_sem .J . �Gy v1 f _r�T-2 L S L - C NOiLTI{� (Please print) Plumber: I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ,���jj (Plumbers i tune) Sworn to before me this «/ day of ({ 20L Notary PublicIsaft-- County • MICHELLE SOSA Notary Public, State of New Yak No. 01S06067005 Qualified in Suffol Commission Expires MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 JERILYN B.WOODHOUSE �O-``��F so�ryolo Southold, NY 11971 Chair V� OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H. SIDOR Cn 54375 State Route 25 GEORGE D.SOLOMON �p� (cor. Main Rd. &Youngs Ave.) JOSEPH L. TOWNSEND ��yCOU'M'� Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 2, 2006 Mr. Thomas Ghents JATO Building Contractors 905 Lincoln Avenue Holbrook, NY 11741 Re: Proposed Site Plan for CVS Pharmacy Located on the NYS Route 25 in Mattituck S CTM#1000-143-2-30.1 Formally Known As 1000-143-2-1 ,2,4,27.1,28,29 & 30 Zone: B & R-40 Dear Mr. Ghents: In reference to the above, the Planning Board held a work session on January 30, 2006 to review the As-Built Survey dated January 17, 2006 and determined that the site plan requirements have been satisfied and a certificate of occupancy can be issued. The owner, agent and applicant agrees to the following: The balance of the NYS DOT work will be completed as soon as possible. This letter does not condone any changes from the approved site plan and approvals from other agencies if required. If there are any questions you can contact Bruno Semon at (631) 765-1938 x5019 between the hours of 8:00 a.m. and 4:00 p.m. ;Reruectfully ours, n B. oodhouse old Town Planning Chair CC:file, bd Semon, Bruno To: Verity, Mike; PB Members Only; Richter, Jamie; Harris, Peter Cc: Fish, Gary; Terry, Mark; Corcoran, Kieran Subject: CVS in Mattituck Hi Status update on the PB satisfaction letter: The PB satisfaction letter is prepared for a signature and attached for review. The letter can not be issued and signed until the NYS DOT gives us a letter on the issues. I will hold off on having the letter signed. In a conversation with Mike, Gary and myself, I was just informed that the NYSDOT has a safety issue with the work on Factory Avenue. At 9:30 1 had a telephone conference call with Tom Ghents of Jato Construction and Kevin Matthaei of the NYS DOT. The summary of the call is as follows: The site still requires some pavement and striping mostly on the Town Roads. The NYS DOT has a commit and is in agreement with the work being completed to NY State Specifications in March. The NYS DOT will not release the Highway Work Bond until all work is complete and satisfactory to the NYS specifications. NYS DOT has one main concern and issue pertaining to the safety of the pavement installed on the Factory Avenue. I was informed by NYS the temporary pavement is not holding up and may present a safety hazard. Verbally on the telephone Mr. Matthaei and Mr. Ghents agreed to placement of safety barrels blocking off the area of unsafe pavement at Factory Avenue until the patch can properly be installed. The NYS DOT will fax us a letter on this agreement aand perform a site inspection of the Factory Avenue today. I spoke with Jamie Ricther and Peter Harris and they both agreed with the above. Gary Fish/Mike Verity were informed of the above situation and Gary Fish agreed we are working towards the certificate of occupancy and it will not be issued until the Planning Board signs off on the letter and the NYSDOT sends the letter for the file records. Please advise me if you have any issue. T 2-2-06 CVS Final w-cond.doc Thanks Bruno t NYSDOT �r ��; e TRANSPORTATION MAIN , RESIDENCY 03 ! i � 1900 OOUNTY ROAD 5e FEB 3': RIVERHEAD, NY 11901 E M`O R A N D U M tel(631)727-1731 DEP RTMENT OF TRANSPORTATION fax(631)727.6645 TO: Tom Ghents, Jato Building Contractors, Inc. FROM: Kevin E. Matthaei, NYSDOT Eastern Suffolk Permit Engineer SUBJECT Permit# 10-05-0430 CVS, Mattituck DATE: February 3, 2006 1 am wdting In response to our recent conversation regarding the above mentioned permit. This permit will remain open and the bond will remain with NYSDOT until all specified work Is complete. As agreed, the following work will performed by you as soon as material requirements allow: 1) Mill the agreed area In the west comer of the Intersection of Slgsbee Fid and NYS Route 25 to a depth of 1.5" and repave as required, This asphalt was placed out of spec and without prior notification as per Dunn Engineering Inspector Ray Salavec. This Is recorded on his NYSDOT MURK 1 d Daily Inspectors Report dated 12-20-05. 2)) Excavate unacceptable fill from the void left by the removal of the utility pole at the location stated in (1) and fill with concrete or approved flowabie fill prior to repaving operation. 3) Mill and fill, or overlay the west side of Factory Avenue from the Intersection with NYS Route 25 to north and of the new pavement on Factory Avenue, This new asphalt is not of a quality that will provide a safe and lasting top course of asphalt.As per a telephone conversation that Bruno Semon of the Town of Southold Planning Board and I had with you, you agreed to place a"Road Work Ahead"or equivalent warning sign north of the Factory Avenue pavement problem and barrel off this area to mitigate any safety related problems u,ltil the required work can be performed. To date you have made every effort to comply with all State safety and construction requirements and look forward to clearing up these deficiencies as soon as possible. Since ly, 1--/ 1. - Kevin E. Matthaei NYSDOT, Eastern Suffolk Resident Permit Engineer CC:B.Sandn TOS Planning Dept M.vxl1yT03 Building Depl M.Wolfgang WSDOT Tralfie and Safety It. $Ai.A)&-, 004 Al f:Ni�NgCRIA1(r RNldenoy 09 Suffolk last rye 516727-1 1900 Rte.69,Rlverh"d,NY FAX 516 727-6645 11901 10 d ' d 99WON H60 : 1 9004 ' E ' 9aj 3/03 0 7--& �V SOUTyolo COUNfr TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION R MARKS: (Q* ,`� - DATE / �� INSPECTOR ' Aoe souryo� 5 Cl courm, J � TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY 1>41RE SAFETY INSPECTION R MARKSA01A - r—)k— — l,L - t - T DATE ) ZINSPECTO V5> TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ) INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEYYFIRE SAFETY INSPECTION REMARKS: 12E �'J405FW706J DATE - INSPECTO dk �� Y ho�NOF SOGTyolo �3 Z "couxn, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ) INSULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ai � � a �� DATE I INSPECTOR 'Zi SO//P g�coulm, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 1-7 . , DATE �•� 9� �� INSPECTOR hO�apF SOuryO� 31039 © �'�OOUN1'1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [.ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: IZ--7' DATE INSPECTOR Aoe souryo� 31039 Z- 0* coulm TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 a, INSPECTION XFOUNDATION 1ST [ ] ROUGH PLBG.[ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: d--k- 7) 3777 --k'73-79S DATE INSPECTOR ' ' ho��OF SOpryo� COW � TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /n "�`�'�` �� DATE K— ,51 — OE INSPECTOR • r FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) r W Nu FOUNDATION (2ND) -- - - - lb(( z ~ i)LEr ROUGH FRAMING& -- -" - - y PLUMBING o� I� [s] INSULATION PER N.Y. STATE ENERGY CODE - -- -- -- 6Y _ 1:7 FINAL 0 ADDITIONAL COMMENTS IT ILI 6'A26 - Lfit 1_ Li1uJ AO - Alory 60WAn, r?G - �� d O g ................................................................................................................................................................................................. AFA Protective Systems, Inc. ® 155 Michael Drive Syosset, New York 11791 SINCE 1873 License #12000006636 516.496.2322 fax 516.496.2848 February 2, 2006 Town of Southold 53095 Mair.Road P.O. Box 1179 Southold,NY 11971 Attention: Robert Fisher—Fire Inspector RE: CVS Pharmacy Main Road Mattituck, NY 11952 Dear Robert: Please be advised that AFA Protective Systems, Inc. has installed an automatic Fire Alarm System in accordance with NPA#72 Standards at the above referenced location. Very truly yours, AFA Protective Systems, Inc. 10 Michael Tafuro p I ; I Systems Consultant L, 7 Y � � www.afa protectivesyste2�oml Connecticut Delaware Florida • Georgia • Maine • Maryland • Massachusetts North Carolina New Hampshire New Jersey New York • Pennsylvania • Rhode Island • South Carolina Vermont • Virginia 02/02/2006 .11:45 FAX 001/002 AF4 Protective Systems, Inc 155 Michael Drive rt3 ' + Syosset, New York 1 1791 ` License # 12000006636 51 6.496.2322 Fax 516.496.2848 FACSIMZILE COVER SHEET TO; �s',/�—~ -'rte DATE; FR(e A; 91lZke 7a YJ EEYt. 280 TIME: n Please deliver the following t7' pages, including cover sheet, to the pi:rson above as soon as possible. COMMENTS: % OFFICE LOCATION: CORPORATE OFFICE FAX NU1ViBER: (516) 496.2848 Thank you for your assistance. AFA Office Location Phone Numbers: Long Island Corporate Office (516)496-2322 New York Operations (516) 496-2322 Boston (617)772-5900 New fork City (212)279-5000 Philadelphia (856)231-4242 Nmv Jersey (732)846-4000 Orlando (407)812-9200 'forth Carolina (910)423-4,154 Atlanta (770)794-9000 Maryland (410)964-9555 Clearwater (727)535-5929 National Accounts Division (781) 848-6200 Westchester (914)347-5481 This facsimile is intended for the use of the addressees named herein and may contair legally privileged and confidential information. If you are not the intended recipient of this facsimile, you are hereby notified that any dissemination, distribution or copying of this facsimile is strictly prohibited. If you have received this facsimile in error,please immediately notify us by the appropriate telephone numbers sbove. Thank you. www.ena protectivesyst ems.com Connecticut • Delaware + Florida • Georgia+ Maine • Maryland • Massachusetts • North Caroline +New Hampshire New Jersey + New York + Pennsylvania Rhode Island + South Carolina + Vermont + V rginio f• _ iiA & F Fire Protection Co., Inc. New Installations -Repairs -Monthly Inspections 28 E. Chestnut Street Telephone: (516) 541-4600 Massapequa, N.Y. 11758 (718) 895-2811 E-Mail Address ANFFIRE@AOL.COM Fax: (516) 795-0075 November 22, 2005 Town of Southold Building Department Town Hall Southold,New York 11971 Re: CVS 55 Sigsbee Road Mattituck,New York Dear Sir: Please be advised that as of this date,the fire sprinkler system at the above referenced location has been installed as per approved fire sprinkler plans and tested at 200 psi for 2 hours in accordance with NFPA#13. The system is free of leaks, was left on and operational. If you should have any questions, please do not hesitate to call. Sincerely, A & F FIRE PROTECTION C yt a Boris Levin, P.E. t w W Z O BL/d � 0723',�F���� �FE3310N� Powerhouse Plumbing & Heating Inc. 1340 Lincoln Avenue Unit#12 Holbrook,NY 11741 (631) 737-2562 23 January 20, 2006 ; n Mr. Mike Verity Town of Southold Department of Buildings 53095 Route 25A Southold, NY 11971 Re: CVS #3105 9870 Main Road Mattituck, NY 11952 Dear Mr. Verity, A pressure test for the waste line was performed on June 29, 2005 and witnessed by George Gillen from the Town of Southold Building Department. Hot and cold copper water lines have been pressurized for over 90 days with no physical defects. Sincerely, Vinnt Origlia Master Plumber License#3421-Mp of Powerhouse Plumbing &Heating, Inc. Randall P. Collins Architect PC 498 Seventh Avenue New York, NY 10018 1� 23 January 10, 2006 Mr. Mike Verity Town of Southold Department of Building_ s 53095 Route 25 Southold, NY 11971 RE: CVS/pharmacy#3105 Mattituck,NY Dear Mr. Verity: This is to certify that inspections have been completed by this office with regards to the framing construction and find all work to have been completed as per plans and specifications. Please call me at your convenience if there are any questions. Sincerely, R nda ollins, RA �cy%c OF N � Phone: (212) 714-0696 Fax: (212) 271-0462 e-mail: rpearch@mindspring.com 23 ENGINEERING REPORT December 19, 2005 William Runfeldt Massa Montalto Architects Office Center 66 3297 Route 66 Re: Structural Review of Existing Masonry Walls Mattituck CVS 9870 Main Road Mattituck,NY 11952 Dear Mr. Runfeldt, Pursuant to your request we performed a site visit to the above referenced building on Wednesday, May 18, 2005 to review the existing masonry walls to be used to support the new building. The condition of the existing masonry walls was reviewed with the general contractor and architect. The rear wall required modification which was detailed in our previous fax dated may 19, 2005. The modifications recommended were to remove the top seven courses of the existing rear masonry wall and reconstruct the wall to the proper bearing elevation. The existing rear wall to remain shall be reinforced with #5 bars spaced at 64inches on center and the cells filled solid with 3000psi pea-gravel concrete. The new masonry wall to be constructed on top of the existing masonry wall to extend a the wall to the design height shall be doweled into the existing wall and reinforced with v #5 bars at 32"o.c. The reinforced cells shall be filled solid as noted on the details. a Our visual review of the remaining masonry walls indicated only cosmetic damage. These existing walls are adequate to support the anticipated code loading. Please note the framing geometry was designed to limit the amount of load to be supported by these existing walls. v Our observations and recommendations are based on our visual review of the exposed d N Z areas of the existing masonry wall and our experience reviewing this type of construction. H a z If you have any questions or need clarification, please do not hesitate to contact us. z NEI, yh p M '•.. r g,�4in main J;&O '41.0. 772 c p o ie N L N ABOVE ALL STORE FRONTS, INC. 2178 POND ROAD RONKONKOMA, N.Y. 11779 OFFICE (631) 737-2300 FAX (631) 737-3333 December 23,2005 Jato Building Contractors Inc. 905 Lincoln Ave. 2 3 Holbrook.NY 11741 t Project- CVS Pharmacy - -' Mattituck,NY To Whom It May Concern: This letter is to confirm that all material used for Exterior windows is High Impact Hurricane Resistant. Aluminum Framing System-Kawneer IR 501 Specs and details attatched. Glazing- 1 5/16" Insulated Storm glass-Old Castle Glass Mfg. Specs and details attatched. Including Storm glass logo on glass. Thank you John Cashel Above All Store Fronts Inc. x QCT 2 4 2Ms li ndall P. Collins Architect PC 498 Seventh Avenue New York, NY 10018 September 29, 2005 Mr. Mike Verity Town of Southold Department of Buildings 53095 Route 25 Southold, NY 11971 RE: CVS/pharmacy #3105 Mattituck, NY Dear Mr. Verity: This is to certify that inspections have been completed by this office with regards to new concrete footings and find all work to have been completed as per plans and specifications. Please call me at your convenience if there are any questions. Sincerely. R da I o ns, A P. 'SOF Phone: (212) 714-0696 Fax: (212) 271-0462 e-mail:rpcarch@mindspring.com , y _'fCh r 2,#.g�RA,rldall P. Collins Architect PC - 498 Seventh Avenue New York, NY 10018 September 29, 2005 Mr. Mike Verity Town of Southold Department of Buildings 53095 Route 25 Southold,. NY 11971 RE: CVS/pharmacy #3105 Mattituck.NY Dear Mr. Verity: This is to certify that inspections have been completed by this office with regards to the mansard construction and find all work to have been completed as per plans and specifications. Please call me at your convenience if there are any questions. Sincerely, R nd I Col ins, RA Aq P. 0187'��AO� SOF NO" Phone: (212) 714-0696 Fax: (212) 271-0462 e-mail: rpcarch@mindspring.com IC.3`t r , cin'dall P. Collins Architect PC ? ;A?0 -498 Seventh Avenue New York,NY 10018 September 29, 2005 Mr. Mike Verity Town of Southold Department of Buildings 53095 Route 25 Southold, NY 11971 RF.: CVS/pharmacy 93105 Mattituck, NY Dear Mr. Verity: This is to certify that inspections have been completed by this office with regards to insulation and find all work to have been completed as per plans and specifications. Please call me at your convenience if there are any questions. Sincerely, R d Aiin�, , D ARO 90 �e �21�OF Nay Phone: (212) 714-0696 Fax: (212) 271-0462 e-mail: rpcarch@mindspring.com Randall P. Collins Architect PC 498 Seventh Avenue New York, NY 10018 September 29, 2005 Mr. Mike Verity Town of Southold Department of Buildings 53095 Route 25 Southold, NY 11971 RP: CVS/pharmacy#3105 Mattituck, NY Dear Mr. Verity: This is to certify that inspections have been completed by this office with regards to the mansard construction and find all work to have been completed as per plans and specifications. Please call me at your convenience if there are any questions. Sincerely. R nd 1 Collins. RA P. O 9�OF Nay Phone: (212) 714-0696 Fax: (212) 271-0462 e-mail:rpcarch@mindspring.com Feb 02 OL J :: 57p BOARD OF RSSES` ,:.iS 6317651356 p. 1 DATE PROPERTY MAP NO. 143 MAP COORDINATE NOS. b DEED RECORDEL IN LIBER La3` : PAG: SUBDIVISION NAND OR N0. MAP BOOK _PAGE BL. LOT REAL PROPERTY TAx SERvicE AGENCY INDEX INIT!A1 - - SUFFOLK COUNTY CENTER RIVERHEAD. L. I_, N. Y. 11901 SKETCH: O. 102 FORM 4, !9 Q - N - i APR 1 4 E2005 U' � S BOARD OF ASSESSORS TOWN OF SOUTHOLD ASSEMBLED AND RETIRED 1000-143-02-29.1, 028, 27.1, 30.1 & 004. REPLACED BY 1000-143-02 30.2.. OWNER: MATTITUCK CVS, LLC BY DEED 12375-598. (IZ3q$- 1110, i1/l Aug COP 12C471ou DE r-9 1z3-71, - q-93 INf/l.sraay) RESE ARCHER/PLOT'EP,y �"' DATE U-� -4-0' CHECKED BY rt/? RPTSA Form 101 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Doard of Hcalt SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northforlr net/Southold/ PERMIT NO. %51032-_ Check _..'Septic Form .--... ..._....... . . . N.Y.S.D.E.C. Trustees Examined .1 f 2Pi Contact: Approved 20 J Mail to: Disapproved a/c / Phone: Expiration 20 05 Building Inspec MAK i $ 2005 APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule, b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a periYut shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The , applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. tituck CVS, By: ��g' i /✓/Z renhaW!nrloo h;�s°slins� One CVS Drive Woonsocket; RI ' (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder owner Name of owner of premises Mat tituck CVS, L.L.C. (As on the tax roll or latest deed) If a licant is a corpo signature of duly authorized officer (Name and M16—of corporate officer) renna B. Jordan, Assistant Secretary Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: -954 Route 25 Mattituck _- House Number Street: u- County Tax Map No. 1000 Section 143 Block 2 Lot 30.002 Subdivision . N/A Filed Map No. Lot (Name) 2. State existing use and occupancy of prelnises and intended use and occupancy ofproposed construction: a. Existing use and occupancy A-3 Assembly (Bowling Alley) b. Intended use and occupancy M Mercantile (Drug store) to existirr 3. Nature of work(check which applicable): New Building Addition Alterafiorboowlirp Repair �^Removal Demolition Other Work alio (Description)bm-IdiM 4. Estimated Cost $776,000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor .If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. RetaiIAIamacy 7. Dimensions of existing structures,if any: Front 98'-4" Rear 98'-4" Depth 149'-8" Height 14'-0" Number of Stories 1 Dimensions of same structure with alterations or additions: Front 981 `f, Rear 98'-4" Depth 8"148'- Height 31'-2" Number of Stories 1 8. Dimensions of entire new construction: Front 98 A" Rear 98'-4 'Depth 149'-8" Height 31'-2" Number of Stories 1 9. Size of lot: Front 290.16' Rear 285' Depth 256.9' (min) 285.71' (mux. on M3rlsie) Rcbert Chiapetta, Nsth Ftrk Baal (Lot 2,28,29) 10. Date of Purchase 9 1-04 Name of Former Owner Nllttituc:k malty (27.1) c-ffd r\t th Fork PtcPexties - 1r3Q) 11. Zone or use district in which premises are.situated 's>eral a-- rffis B 12..Does proposed construction violate any zoning law, ordinance or regulation? YES_NO X 13. Will lot be re-graded?YES x No Will excess fill be removed from premises? YES X NO— Mattituck CVS L.L one CVS Drive 14 _N es of Owner of prernises Agdress Woonsocket, R.I'. Phone No. Name of Architect Montalto Massa ArchitectAddress 3297. Route 66 PhoneNo(732) 91 -2'100 Name of Contractor noAddress Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO x * IF YES, D.E.C. PERMITS MAYBE REQUIRED. 16.Provide survey,to scalc; with accurate foundation plan and distances to property lines. 17. If elevatiouat any point on&6lierty is at 10 feet or below, must provide topographical data on survey. Pu-1QDkI$I;71AID STATE OF NEWIV499K) SS: COUNTY OF /-�? ..,e being duly swom, deposes and says that(s)be is the applicant (Name of individual signing contract) above named, (S)He is the sistant secretary (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 17�Kdayof. ;,December ,:' .d :.20__U_. TTITUCK CVS, LLC. BY Notary Public Signati of Applicant Brenna B. Jordan Kathleen L: Burt Assistant secretary State o Rhnde Island My Comnlh� � As 1.22-06 TOWN OF SOUTAOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 a Survey www. northfork.net/Southold/ PERMIT NO. t l I Check Septic Form N.Y.S.D.E.C. Trustees Examined 20 Contact: Approved 20 Mail to: Disapproved a/c y Phone: Expiration ,20 t^-;t" z23b Building Inspector AN 1 8 APPLICATION FOR BUILDING PERMIT Date %'�` 20 — INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shah be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. s (Signature of applicant or name,if a corporation) NNK Z 6 2005LD L� (Mailing address of applicant) n r•e`PT State r '' n ssee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If a is is a c ration, signature of duly authorized officer T ame a6dAtleAf corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. o' G700/ 1. Location of land on which pro�posed work will be done- '50 one: 9en0 /�i�i.2i /lam• /��rT/r/c,t /l/� //��a House Number Street Hamlet County Tax Map No. 1000 Section �y� B141G�t wr is a nnr»td of / o%, y��•/�8�0 Subdivision File pp ` .p. iE�'�n a- '�,� Lot (Name) c� ,:xr , 2. State existing use and occupancy of preAuses and intended use �nd occupancy of proposed construction: a. Existing use and occupancy �Oc%/zC5'/y'll / b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Worker >//'ll/>� .;el (Description) v 4. Estimated Cost Fee ' e�4 c7117 (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO—Will excess fill be removed from premises? YES NO_ 14 n�.......,.., _. o. .,wnei o1 pleiuiscs address Pone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF is r c being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are 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 tok fore me thi �/3 - of 20Qj NotaryP blit Signature o pplicant W IIOTAIIYNo.01 Sleb ft..WN E,.lr j2g�- - "� File View Toolbar Help FAddl 3f1 7 473889 Southold Active R/S:1 School: Mattiluck School ck CVS LLC Holl Year: 2005 Cwr Yr yl use sm bld LandAV: Route 25 Land Size:142 acres TotalAV: 25,000 Total 1 Taxable Value Miscellaneous Mattituck CVS LLC County: 25,000 Book: 12375 dr. Muni: 25,000 Page: 598 One CVS Dr School: 25.000 Mortg PO Box: Bank: City; Woonsocket, RI Zip 02895- Schl after Star: 25,000 Acct No: 14 Sale Total: 1 Site 0 of 0 Land 0 of 0 Book Pdgc Sale Date Sale Price Owner 12375 598 03!03105 1 14attituck CVS Exemption Total: 0 Term Own 8urlding: Section: Total0 :Code Amount Year Pct Special District Total: 4 Value! Improvement Total: 0 Code Units Pct Type Mov:Tax Type Name Diml Dim2 SOFT Yr Built FD030 Mattiluck FD .00 .00 .00 PK071 Mattituck Pad .00 .00 .00 Prints the screen — X317 0513:48:C UMSlartJ14A-Di.. Minbox... Comp... RPS- . *]Docu... " MSN_ ( MyBrif.fcase r�u 148 143 Z-3a n N OF SOUTNOLD Pt OPERTY RECORD CARD CVS S LLC STREET VILLAGE DISTRICT SUB. LOT ,D } FORMER OWNER N E ACREAGE i wknn LaneQ rt I•yl$ 2" ° (C c` SW TYPE OF BUILDING i' ZES. ��`f� SEAS. VL. FARM COMM. _ IND. CB. MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS Ec n l l BOO 5 2S 43 r ? a . U 3C G z 4 3 k ' ✓4 0✓Q�e r/ -,591 1W - z 300 BU)LR4 N q/, D�` L z Irl -M 0Q2QI +✓ z vUbO NEW Z B ABOVE FRONTAGE bN NATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD -illable 1 ajtcf01UPTf5_5 76, Il2QS3 Wit QI ✓ 40_ illable 22_ -MO M Cvs C,0m irW_ 'illable 3 q 0V-U- 15 143 _ 27 Z,q I / Voodland wampland rushland louse Plot otal I r r r r r^n 'I Irl FIE 00) 0 �6✓ — Ir, yl lrionM q .. � m A'41d AA. Bldg. 1f0 { � Q 7(ja oil 1 Foundation Bath Basement - , - Extension / Floors / �` f -F Ext. Walls 6 T { _ � c J w 4r ; r• n Extension /5 [ - � O a Interior Finish Ij — — Extension Fire Place —� Heat L(f S = AUT) Porch Roof Type - -- — ch P .✓ w ��— Porch� � Rooms 1st Floor Breezeway Patio Rooms 2nd Floor Garage 9 _ Driveway Dormer � I ibao - /�3 - .7 0 PROPERTY RECORD-- CARD Ile., i - 2WW1nVLW VXVFkK1Y RECORD CARD :)WNER 7- STREET ;7 VILLAGE DISTRICT SUB. LOT ORWER OWNER NE ACREAGE lie S W TYPE OF BUILDING /-.# G.C-7 61 S. L SEAS. VEL. FARM comm. I IND. I CB MISC. CSr'Est. IVIKT, ValueLAND IMP. TOTAL DATE REMARKS p,.tjo.4 b 4094-"'J-414�. 9971/Z 73 L 54.E 7! AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Form Acre Value Per Acre Value FRONTAGE ON ROAD able 1 BULKHEAD able 2 DOCK able 3 9 lei 4 ,4 odland I t zu L t ( I '2� ampland -hiand- ase Plot I r � I - js R 3 X}! IIi I M. Bldg. / 4 � _ �UG� � tli�-(_I Foundation � � Bath v ExtensionBasement ( Floors �. 1 �.+ -Ext. Walls Interior Finish Extension _ ` �+Y - f� � � Fire Place , 7 Heat Extension I - ,J U � "Y $ G y X Y (� } ? s (�- - Porch - Roof Type L w, "J'_ YP Porch Rooms 1st Floor S ���8 y a - - - - Rooms 2nd Floor Y Patio - Garage Driveway Dormer O. B. r-- TOWN OF SOUTHOLD PROPERTY RECORD CARD TOWN OF SOUTHOLD PROPERTY RECORD CARD t > OWNER STREET VILLAGE DISTRICT SUB. LOT D Z FORMER QWNER N E ACREAGE a� A y`� i S W TYPE OF BUILDING 1 C,CE,Lf,(ru- RES. SEAS. VL. FARM COMM. IND. I CB. MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS G a M l!' 6p7-Z f}0p~— 1 D0 0 /o of-) Id ti o a -Y-7 0 ID AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD 'illable 1 BULKHEAD ------------------------------- -illable 2 DOCK -illable 3 Voodlandl wompland rushland louse Plot otaI ` M 6 3� D eMe4 + P, —� —r yl I ---- - M. Bldg. J 1 F dation :� Both V,/ E inion ST �� I� `� , 7�d Basement i Floors ut Extension r r Ext. Walls _ Interior Finish -_ - - Extension t� Heat Fire Place _Porch - ( Roof Type Porch Rooms 1st Floor Breezewayy—r Patio Rooms 2nd Floor li - - - - Garage �- --V — - _ Driveway dormer - .- - - - - - -. nv6V rKvf'CKTY RECORD CARD L L_sr STREET 157 VILLAGE DISTRICT SUB. LOT ooh rbv ORMER OWNER N erin:5 r E ACREAGE r R �cc%� - key✓ S W C 1474 TYPE OF BUILDING SEAS. VL, y FARM comm. IND. I CB. I MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS /i�/`'✓ /fJ�j n �.(.r !/rasa 2SO 'Zs- Ca t /z sl /" / /� a , r0c3 Red _ �� it a4 92 �/ a S `/o,/,o-') ieriBN 00 LSO la �o h AGErC¢' BUILDING CONDITION ar -LI c NEWNORMAL — Y Nr wl nc , „fie BELOW ABO FO � W T R Farm Acre Value Per Acre Value FRONTAGE O -READ able 1 BULKHEAD 'Q � able 2 - ,"l t MCI �n ble 3 J-b V5 dland pland Jond e Plot T-,,nTOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET , VILLAGE 1DIST. SUB. LOT I u ACR. REMARKS TYPE OF BLD. PROP. CLASS LAND IMP. TOTAL DATE z oo repy lon 9AILA- I t'wl LI i mo-)2 L4--C6$m,( 41, d 4-- L--1 v =5 - r FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL J TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER —STREET VILLAGE DIST] SUB. LOT ACR. REMARKS Cit 3a TYPE OF BLD- PROP. CLASS LAND IMP TOTAL DATE L f i FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD v WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL 1 1 1 1 1 1 1 1 1 1 1 1 LIILMWw� I D PKUPWI-Y KEGCAW QKD A 17 - W R r J S STREET r<; VILLAGE DIST. SUB. LOT / p , 1f 3RMER OWNER NE ACR. ren �f' j S W TYPE OF BUILDING 1 Ch 3 // SEAS. VL., CFARM COMM. CB. MISC. Mkt. Value AND IMP. TOTAL DATE REMARKS 0 lea a &a m r/arta3a S 7 Z r aid -L ! 4 - ;• r n� h1' - � AGE BUILDING CONDITION O , L v NORMAL BELOW ABOVE I� �j� 123'7 CiO.4a -hl rN s .M Acre Value Per Value Acre le 1 ale 2 le 3 and land FRONTAGE ON WATER and FRONTAGE ON ROAD 0.0 Plot DEPTH BULKHEAD DOCK Vnn Vr JVV � f7V�.v rnvr■.■�■ ■ ■����+�'� "^'�� Oo - 1` 3 - 2 - 'NER STREET �� VILLAGE DIST. SUB LOT ,�• C G yl ,MER OWNER N E ACR. Q L� R. S W TYPE OF BUI DING SEAS. VL. FARM COMM CB. MICS. Mkt. Value 11ND IMP. TOTAL DATE REMARKS oa �SvG t/16 a Pty 9a z no yao,; �° �D, 00c. o ( boa ��QQ 51iol7� Iz 87 9� raw '-e �Cuc� wppuyy �gy. Nr sf�v �] k `i.� l cDyc o L .jL 1 I L)7 na3 1 I�D4 -L MCIIjiu�C� i t able FRONTAGE ON WATER odland FRONTAGE ON ROAD I h 'yrd - � adowland S- DEPTH /p foee Caw 0 ruse Plot BULKHEAD al J Alpine :Engineered Products, Inc. 13389 Lakefront Drive Earth City, MO 63045 (314)344-9121 ��ABLE TRUSS CO. , Page Iorl Document ID:ISJO7534Z,0214122111 "Truss Fabricator: National Lumber JAN 20 2005 Transmitted From: markp@reliabletruss.com Job identification: 20292RS-CVS STORE #3105 'EW BEDFORD MO Model Code: Truss Criteria: AISI/IBC Engineering SoBvvare: Alpine proprietary truss analysis software. Version 6.42.0211.10. Truss Design Loads: Roof - 65 PSF Floor N/A Wind 120 MPH (ASCE 7-98-Closed) Notes: Seal Date:01/14/2005 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of S«Et L. Schmvvan record, as defined in AISI/COFS/TRUSS 2001 Chapter 8. New York Lieense Number: 61647 2. As shown on attached drawings; the drawing number is preceded by: MOUSR7534 Details: TS016 TS004 TS026 Submitted by KMB 12:20:21 01-14-2005 Reviewer: CV b �l _Ref Description Drawingµ Date 1 59936 -TO03A 05014030 01/14/05 2 59937--VS1A 05014031 01/14/05 3 59938--VS1B 05014036 01/14/05 4 59939--VS1C 05014032 01/14/05 5 59940--VS2A 05014034 01/14/05 6 59941 VS3A 05014035 01/14/05 (20292RS-CVS STORE #3105 - TO03A) Top chard 43TSC4.00 2.5x4.00-43-55KSI Fasteners-14AMD. Circles show the min. no. of blue 14AMDB2.125 fasteners and squares but chord 28TSC4.00 2.5x4.00-28-55KSI show min. no. of red ISIAMDR2.375 fasteners per member. See DWG. TS011 for details. Webs 47W1.5x2.5 1.5x2.5-47-45KSI :W2, W3, WTI, W12 33W1.Sx1.5 1.5x1.5-33-45KSI: 120 mph wind. 28.87 It mean tint, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT :W4, W5. W9. W10 33W1.5x2.0 1.5x2.0-33-45KSI: III OR IV, EXP C, wind TC DL-6.0 psf, wind BC DL-6.0 psf. End verticals exposed to wind pressure. Deflection meets L/180 (A) Continuous lateral bracing required or use a 350S162-33 or equal T-Brace(out) , criteria for flexible wall coverings. end within. 2" from each chord. Attach to rhe web member with AIO self drilling screws through the 1.5" face, I" from each end and 24" o.c. See DWG TS019 for web In lieu of rigid ceiling use purlins to brace BC C 72" OC stiffener details. (B) 43TSBUC5_.0 18ga. Bent-U connector required. Square indicates min. fastener Try. 1 Ei (6) ELSE connector overlap. See drawing TS016 for peak connector detail. 9.5 � � 9.5 (C) 5505162-54 Grade 50/1 c-channel to one side of the vertical web member as shown. Z Secure with #10 self drilling fasteners, 6" on center from both ends. 1 1 l 1 Truss designed for unbalanced snow load using 0.00 windward factor and 1.50 leeward 1 (C) 1 factor. I Deflection meets L1240 live and L/180 total load. W3 Member design & uplifts based on MWERS and C&C. (C) (C W11 (A) (A 14-1 2 W10 1 10 0 1 TSCC664 TSCc664 10 0-1 W4 W5 C) (c W9 W2 W12 z 3 z z 1 z TV-7 R=843 U 1163 W=4" R=843 U-1163 W=4" 0-A-0 0-8-0 5.2-0 J— 5-2-0 N 2 Supports GALVANIZATION - G60 Design Crit: AISI/IBC 6.4 ER 8 : 1 NY/-/2 2 -/- F Scale =.225"/Ft. ,WARNING** -11ISE111111Al EATRE,E SIRE IN EAERFcAT.NG. GAND.ING EHI=PING. IN,r. TC LL 45.0 PSF REF R7534- 59936 AND e"'I' CxLESs oreERvsE INo¢.rsD. r„P CxQIO sxALL 11vE PNaPENLY ATTI HIP CL RuCT11 � � V� PINELs .ND ePTTA' CMDRD SHALL 11 . ROPER LY ITT.1 11 RTRIP cEI A C7 2 Cr TC D L 10,0 P S F DATE 01/14/05 ALPINE **IMPORTANT** EUPNISx A COPT DE THIS DESIGN TO IKE INSTALLATION CONTRACroP BRAC 5 BC DL 10.0 PSF DRW MOUSR7534 05014030 (� DEPICTED ON TNIS DESIGN IS ONLY FOR LATERAL SUPPORT DE TRUSS MEMBERS r0 REDUCE NOCRLING LENS p TRUS STEEL LL DESIGN. ATTACHMENT IND INSTALLATION OE TINPORARY AND PER-DINT FIAT I... ra RESIST LATERA B C L L 0.0 P JF MQ—E N G C V/KM B U B16� TOT.LD. 65.0 PSF SEQN 55061 O CEs a NLD E �une. s u eE xE xE;Pons.el.lrr O. r E E.CI E ED Du a I c- x BE Es o sI G1E DE url Ox cRon rRls E D Ix G, s 1 I . INSTALLING S���� - Ipine Engineered Products,Inc. n" BxA.. G o ,.N BnGI NEE FEAT m -x._ ORA11Nv A PL.Es .N.r . .HE OECIA,1 TIE P.�_ Earth City,MO 63045 A x r DEP(CLAD HERE AND SHALL NOr aE RELIED UPON IN A r OTO ER w. - SPACING 24.0" IJREF- 1SJ07534ZO2 [ALPINE][AISI TOO)[romA1[7I29ARS!..IS S-APE !31051 111.230 1_ [rCL1 u_0](Alto LC.O11SC0L 10 C rPC_L a.0][ASI 1.001 LOC 21.It Gtl [][SCEnI 3.01 PI II I'D I [AtI AS CC 10107 101- .'4.001[AtI 1.00]IS I II 1 11 I I 1 0 1 c A I =11.111 I "_ _flexr lnls^` Is I a,][111c L S1Lt] __- )0 PII A II 0.] L0 20 @ 0 [r 71.2][100A] 2.22.2 [0.00]1 BdJ][ 1530 A] 0_ll D0.00][ Bi3 N.]] '0 FII Ad i I0 20 @ .0 1-]1.27[ CA]J%I 'li PA ASCE Pm 1110 J [ASI 1001[11" 11 Ad j / ti zo P 0 3 C-12.111 A9] 5 ,o - I I I Ir" ❑UAC;) Eo efts Max, MxSo n01 603 Sol A CN:I 051 cPHe GLC 11'9tn Grxoe e - I to A @ ].p [y-12.17[ C / Iv 0 I [' l 0=j 0- 2 76 29 0.01 0.03 0.02 0.00 0.03 AS 1 11.80 1315[1.00°lywd 1 1 L -_ - 1 @ e=12.171 L I a IC.I P I -(:COAL. L- 5 618 -393 0.05 0.30 M4 0.00 0.33 A5 1 26.75 6l:SU.00 Plywd --- -� - 5_' I COAL e 323 0_06 0.29 0.01 0,00 0.30 AS 1 786 1]IS61_00 1ty'd [M IIFILI n5 E 'or,o " ,IOL 1 ] - 11111 II 1 n I].3 f 1 IA: ➢ ]]c30 9-9 52,3 -HID 0_03 0.29 0.10 0.00 0.30 AS 1 1].86 43TSC1.00 P,ywd 62 PLF p -0.E Lc 67 @ 11 -1 J.L][2%] L @ @ 11.0 [yd s 0%', 9 i 911 616 0.0] 0.23 0 1 0.00 0.20 A6 2.02 4315[4.00 Plywd IS PI @ -0.] Co 15 ta 0.0 1 [)-10[ C'4] PII c Ir A II.I 0 I 5;[100%] 1:-I3 ]20 -250 0.03 0.20 0.05 0.00 0.31 A0 1 71 79 431564.00 P,yed VB PII.a SIJ to .,o A 10 3 P [.-]1.1] 100C] 1 III ^ ]y.1][100:7 1-16 RB -259 0.03 0.29 0.05 0.00 0.31 AB 1 .19 431564.00 P,y.d LL C 0.0 to @ 5.2 L [14 11IJ[100'n II ,.2 fIn].7 2) 1 m IS-1] 911 616 0_02 0_23 0.14 0.00 0_22 AS 2.82 43iSC4.00 Plow3 3" I-II E 0.0 11 15 @ 10 S [,-3A 2][ 1%] III n Lc + -L I][ 0'^ I)-19 583 -323 0.03 O.z9 0.10 0.00 0 D 1- - AS 1 n_eb 4n sc4_od P, :u @ 1.223 to 1s @ u_A [--31.zI L dAl - 22 22 ]]2 ADS 0.06 0.20 0.04 1.00 0.3] AS 1 2.]6 431514.00 P, LF ® 1I 3 11 35 @ 11.0 L [0215.5][100.] H e. PSCC Pexl '11011111 1.31][11' 11 22-23 617 -392 0.05 0.30 0_m 0.00 0.33 AS 1 26.75 431Sc4.00 PI 0 'S ILL @ 0.e ^ 35 @ e [521_,1 II00%] e eo - L.0 -" -,1 U'Ox 23 27 ]6 -29 0.01 0.03 OA2 0.00 0.03 AB 1 11.20 28TSCI Do ilywd 12 PLI '.3 Co Az @ 0 3 Iv-2:.1]{100%� I , I [p-3f L][ O;' 1- 4 71 0.00 0.60 0.00 0.00 0.00 S0 1 0 So rdflul.11 0]T' - PIF C -- 12 @ IS 3 I} 0:] C I .S @ 1]_l a '1100.1 4- 6 1ICA7046 -LPI 0.16 0.60 0.22 0.00 0.66 AB l 2059 28TSCI 00 @ ]2" - - -- -<---4 A___ _4442_» 95 J ` a '.o 1 `.' L [ 3 I,1,CA] 6- 0 10A6 -930 0.13 0.53 0.44 0.00 0.45 AA 2.15 201514.00 @ 72' M62 RS I CE 11 6 11 ][OC J OL I• [ 911 INSLA 1] ,L. a I L ] -11-_i1 0'.I B-10 IG46 '930 0.13 0_]z 0.43 0.00 0.45 A0 1 14.00 201514.00 co 12" 62 PI II1 -OLS 10 62 A 0.0 L [--22.1 [,00?.] It PLI I.. +-34.y 1 Ott J 10-19 1046 -930 0.15 029 0.21 4_00 0_40 AS 1 21.31 28T04 00 @'2" IS PLI m 2 L0 15 @ 0_0 [y,-' 1 OS] ILL It ' P [,20.11[100,21 13 15 925 -753 0.10 0.10 0.51 0.00 0 el y0 1 2.69 281SL1.00 at A '3 III I2 L0 23 1 12 ] 1 11'1.1][100'.] ,I1 ^ 9.1][100"1 13 15 925 ]53 1.11 0.31 0.51 0.00 0.4] SB I 2.69 28IS'4.00 le'2 : to 5.2 L Iy-31.1 f1]0;1 PL + L3 0 '.[ 100'11 [ 15-10 726 -616 0.09 0.31 0.23 0_04 0.30 AS 1 21 31 201Sa00& - I 32 !I-14-2][ fly] a] u --1 a.17[ 0; 90 . „@ v 2L 10-2C 126 -111 0.00 0.12 0.43 0.00 0.30 AB , 14.00 28i5C4.00 0 = AS `_0 P34.21I 4=1 - ' ' -'- ' '-- "'- - --' 20-21 126 -616 0.00 0.53 4 CA 0.00 0.59 AO 1 2.16 70ISC4.00 0 3F a P y-25.51'100x1 [B - I ' 'I .0][551 1.,01[811 1 Pc 21-25 191 415,2 0.03 0.60 0.£z 0.00 0.0] AS l 20.58 >BTSC100 LCC I PLI on - '.1]:130°.] - 1] ' I C [ @ I 2526 0 -0 0.W 0.00 0_00 0.00 0.00 SN LS 20IIC4.00 0 J I I PI F a r a p 2 0 1 1'[1%1 11 1" I f"ll 1: PLr -. v @ Ir , [. L j -- 19 . 2 93 A 11.0 [ 0011 E2 tlP is Man' Marc AML ISO SBR [NIC CSI COMB GLC Length Grade B aL'. ---A- - ---1] --- IL A--- - - 3 IL 0`. 2 3 650 -463 0.10 0.45 0.0] 0.00 051 AS 1 56.09 Coal.5x:.5 fMdo1 ASCE 0 6PH,pto '][OC 210 0 1AS1 I-0C][NM 1] 49 1 1 :L ] x.11 0"1 3 4 1302 -921 0 56 0 00 0.00 0.00 052 AS 1 64.06 Coal,Sol A S6 ILII -(I to IA @ 0.0 L -342.11 flit`.] 1S 11 ? '-LL.111 0'dl l Lc x J- 6 2650 1439 056 0_00 0_00 0.00 0.56 .:0 I 64_15 93.225x1.5 IS PII r OJ In IS @ 0.0 [Y-34.211 Hit 3 11 1 1 Lc 11 A- 0 4 I+ . 0 [I I 3- 5 489 -518 0.20 0.00 0.00 4.00 0.20 AS o 05.25 1111 CAI -18 ILL @ 5.2 1G 49 @ ,r_3 1 1y-21.11[100-1 :5 PLI e S 10 On]< f➢-142][ 01] ]- 0 040 -016 0_96 0.00 0.00 0_00 195 AB 1 134.85 33WISX2 9 n DLO IA 21 ON P- I [',-31.1][100%] I I lc .;9 ' 11.4 1 [-?°..97[I OChJ 9-I0 661 -723 0.81 0.04 0.00 0,00 0.0] AS 6 145.94 33WI,Cl2.0 l 15 C 10 3 [-=31_:11 0°, a 2.11 P IS A II.I [/- 1.311 3"= 11-12 1541 -1191 0.55 0.00 0 D 0.00 0.55 AB 3 148 A2 L'11.5x2.0 C ^ IS GLI ,I @ D iy-" 2`,- - p 1, 1 to 11 1 °1.1]1191',, 13 14 I56 -]8a 0.90 0.00 0.00 0.00 0.91 A6 1 164 91 are - _ 16 1111 a C ] -35 0 I 1 L R0`.1 to A I, n I A P 10.3 1 1 15-16 1511 -IIP 0.55 0.00 0_00 0.00 0.55 AB o 140 92 4-141 3 5 I CLS 35 CA 2 1 @ C 0 ' AID11 1 _ Ia II l L'I 1)-10 662 -111 0.0] 0,00 0.00 0.00 0.41 AE 2 1 15 91 2 A..5x0.0 1 114 11 111 C IC I to A, @ 16 3 11[100.] 19-20 010 026 0.96 009 0.00 0.00 0.96 AN L 1]4.05 lAW1 PAS C 1:' 111 ` I_3 10 12 3 IC 3 [J-1 I I I Ott [CHL ' c0 1 1 CC @� 1 1114 21 z 409 -517 0.27 0.00 0.00 0.00 0.21 AB 3 ]5.25 3]WI.5x1.5 --- - - - - - --------_------------- 11 ALL A C.5 tl. ^ 8 5]LI o I 21 24 1550 -14]9 0.56 4.00 0.00 0.00 0.56 AS 1 64.15 HOPI.5x1 5 11x115 ASCF PC,P L ][0C 24.SOL IASI I.CC)Go 1] 1 111 I - - I NII 13 Z 649 '462 0.10 0.45 001 0.00 0.51 AS I 56.09 4111.Srz,A '.6 PLC 9 4.6 10 -56 @ 3 0 L [521.II II OOAI L12 ILI 6'af It ILL i1 24 Al C]el -9 20 O.In o..6 0 I 0_00 1 1 A9 1 60 16 4'u 125','.5 s I 1 I L0 2 @ 4 9 11-I2][ I10 ° III - Lc -31.'_1[ 1DO 0 a3 , E_2 a z3 P 5,2 a S-21.11 Poa:l +, I a s : Al. 2 C- _v 9.9] IS nl nodi x-100 12-100 d0`1vILL 99 .2001-(II 1x1 d 1 11,1e. -] ro 12 I @-31.111,34 t1 La 1 C 1 [C-o' 'l 481 SP 0 -0_S/ 26.35 0.01 LI999 0_01 L(499Q03 0.01 0 - 3 L. .L @ ]1 [y-34_2][ 0'.] d.H Lo ' F [y-]o 11[109.1 0 5 5 P_- 1 4.00 12.74 0.00 Lit. 0.00 1403 0 001,18 4. 0 0 6 I. I - a S C . Le-71I 0, :.0 1 1 I.. y-,d 2 461 O.11 a5.9] 0.00 21999 0.01 21999 0.18 0 70 35 PLr J 60 A 1 C P - 1 [ 1 „� 5 - n ., w ,x. 3 0.10 72.30 -_. -. -. 1 Do _ 0 a 0c 1111 ^ 0 0 I L0 L r _ o`� ra '." 1 - I,- ' A 0.10 12.24 0.00 11999 0.00 LI999 0.00 0.00 310 LS IJ PLI ^ C D tC Io 0 1c L 1 1 )i I.3 1 1 5 1.02 28.33 0.01 LI999 0.03 1999 a.00 a 21 771 10 12 P- 0.6 cc 17 :v r 3 [y 1 941 P 1 ^ II , I 6 2.02 10.24 0 0 L,999 0.03 L'94, 0.00 0 C Iz24 IS - - - P - ._ 2.00 1CAP 417,24 0.01 1 999 0.01 L/933 0.19 0.21 406 14 1x1115 051E 0 C R-][OD ,4 0071,2`[1 ,.PC]III ❑ '- 0 2.00 10.24 4.02 21999 0.02 11999 0.00 0.00 -1222 IB 36 F11 a 0.6 e0 36 P 9.0 L -34: j1 141:7 [Ce- LI x111 111 1oo 0011 9 3.10 29,20 0.01 1/999 0.02 I ASH 0.10 0.20 -1030 15 :5 H I 0 -O 2 to ISP 3 H 1-2'11 ].1 132 PLI A O.fi L0 -[ -'i. L200t 10 3.11 1].24 0.01 LI999 0 0, 2/990 0,00 0,2C to,, IL f.2 Ia @ 10.3 d 1 -2o 1][100..1 L0 L [y-3,.2][ 0:] 0 11 3]5 29_51 0.01 1 999 0_02 2/999 0218 010 1056 A8 P.=L 0 Lo ,5 @ n 1 1-31_1](190:7 A 0.1 L0 i.1 F [. ' ❑[ISO f] 12 4.91 0.02 L1,99 0.02 1 999 0.01 0 0' 11 PLL A ':.5 @ 1 '. ,>-31_.21 - [�-/].211 ];I L]_7a 80 13 5_17 I]_94 0.02 C 999 0.02 L 999 0_01 LIt, 15 LS ILL 1C Lr @ II r-] LI y J P.' 0 . IDY 14 6.1] 30 90 0_02 21999 0.02 1 999 O_19 0.CC N0 IS 62 IC,1LL II I It 52 P IL 0 R _ :b1 I° 1 �-e IS 5.39 2].14 0.02 L1999 0.02 1 111 0 O.OI 2701 14 42 ILL C C.0 L0 -4z e l L L .1[204:1 - , It 1 - ,A^ 2..1 t CCC, J 16 6 90 29.54 0.01 1999 0_02 21999 0220 0.22 I051 I1 -35 At a 10.3 CO 35 @ 10.1 1y'-i'.1 [100^.] I1 111 A _ 'O L8 1.10 29.40 /_0I 11999 0.42 1 GOA 0.20 0.01 1039 11 11 PLI A 0.0 to n P m.3 [y-1 J.112 0'.I 1 2I Y 8.91[10291 12 8 33 28 48 0.01 1999 0.02 Li999 0.01 0.24 192 14 _ _ _ _ _ ., ". 24 22_ _ _ _ 1 III a - 211 LA] 19 0.33 20.20 0_m 1999 0.01 L 99 0.n 0.21 -406 16 ,36 [w BS As 1 110x01='~-]C-0r.21.447 CAs[ loollrvn l] 1u ,_L 10 r.2l Podll 20 0.33 17 An 0.02 LI999 0.03 Ii999 0.01 0.01 In: w @ O.6 Io -IS a , 3 L -31 It [loo sl 11 3 10.3 L0 1 1]p 1100,21 21 051 28 13 0.02 L1999 0.01 LI999 0.01 0.A4 I224 I - IS 0 3 0 [,-C 21[ O:] 11 a - 1m 1 L L y'-2.171 0=-] ,� '� _1 to 3 1 _^ m 22 @ l0 3 P fy-z r_1 Ioo1 _ _ _ _ _ W 1-__ _ - __ - ___ zz 0.81 28.3/ 0.0] 1999 0.01 L/999 0.21 0223 4234 2LF P 1 7 23 10.23 26.9] 0.00 21999 0.01 1999 o.2I 0223 4290 14 23 PLI A )_o to -73 a 5.2 1 [v-33.11:0.11 [ce scL Plod 41, fO4 `4.007[1 1,-C8.81 1.04]Da 1I 24 10,23 22 30 _. -_ __ -. 0 0 I5 PLC la 3.0 10 25 @ I1 L [I-CC_2'f 0., -.1 ,.I P 1 I to 64 @ z 2 1 Ir e 8 RAI 28 10.23 17 24 0.00 Lro99 0.00 L 3,9 0.01 0.01 -H 17 14 62 P21 @ 10.3 10 15 0 11 0 1y 3- 0:1 15 S . 2 [-'34.111 0•:, - z6 10.33 17 24 O.Ou L/453 0.00 L,111 0.0: 0.02 0n 62 PDA @ 11 co ,% @ u 0 P Cl-;P 1 10391 1 P F 1 1 3 @ n.0 P [ ou„ D - u o0 26.36 0,01 21999 0 I 11999 0_01 0.01 a e -13 PLC @ 0.0 to 10 ea 0 0 1 1y=21.11[IDO,] 15 LII 3 35 @ 5 1 5"34 z :7 -61 PLI @ 10.3 to -60 P 10.3 L [y"n_2 0%] 61 ILL @ 5 -Se P BIO L [11,Al1i 0D,I Iz PLIC 0.0 I0 -@-- [y-IS 1][ 0'A] IS ALF @ S.l Lo 1^@ 0.0 [v-38,27[ 0%] "_"________..__ .._- ..24_00- _"___ILLI_ _ _ 64 PI I @ 0.0 to '63 A m_3 B -14 Ll r7 D00^.7 [n36as I A 00x0/B-+][oc 240.0]p[, 2 11[1M ❑ 15 PLI @ 0.0 to 15 a 10.3 [r-]4.2 f 0x] 35 PLL @ -0.6 to -30 @ 0.0 L [3-22.1 f0%] '6f PLC @ z.2 I0 -6a @ S.] L [y-/1.1111001 15 PLC A C_2 to 15 a 0.0 112IS-27.[ 04] ^_ ALL 1 10.] c0 I5 @ 11.0 LEA-31 8-22][ 100 -zS PLC A 5.z to 21 @ 10.3 9 112"2].1][100.2 -13 P 1 P C.0 L0 -13 @ 0.1 1 1y-n.p[100x] -40 PDA p 0.0 to d8 @ 6.2 f9"31.17[1005, P 10.3 I0 ob A 10.1 1-"11.17[IOOt] 15 ALL @ 0.0 to 15 @ 10.3 1v-38.2:1 L @ 1 0 h. n - - - [--12111 0.1 3:] IS PLC @ I0.3 to 25 @ I1.I [v-322„` 014 -- -42 PL1 @ 14.3 c0 -568 LL.. 0 [ri7511[1004] [1,1, 1'1][11 21301[[,- M1H I 42 PLF CA 0.0 10 -42 @ 0.1 L [r-27 1]1100;7 L1 @ 0 '0 a 11.A I -3, 0b1 -35 ALL La 10.3 t0 12 @ 10.3 L -It III] OSI IHS Do R 1 11 .S @ to I Ia=31 II[1 LMP] 12 1211 @ 0.0 to 12 C 10.3 [y-1 z.111 0•(7 ILL .a C.0 to .r 3 =.111 0t1 ______._ _______"_______"______1001._._ _ 1 PLC NO 0.1 to 1 Al ' I I -L, 1][ ca] [MP;Bs C @ 0,0 t04-][60 z4.ao][Av I_oolpIS q 1 P- @ m.3 - 4 A _ v-La 111 o% s PLC A 0.a t0 a5 e 0.0 L [3-n.[ [0%] <_____._ _ _ _____.0 A PLC C9 -0.1 m 15 A 0_C (v-227[ 10 [u nen 1x0,-121 Lord .22][01 a II011AS1 I.OD)[NI l11 5 PL' @ 55 t0. 5 @ 1023 A 2-212111200:] 20 1 1 @ -0.] 10 20 @ 11.0 [,-]1.271 A:1 -23 ALF le 0.o to -2/@ 5 L L-31_I][m01] 112 ILL P AL1 Lo 10 @ 52 [y-34.27 POA°q 7 15 Pu @ 0.0 to Is @ 11 C [12-34.2][ 011 zo ILL 0 4_^_ to 20 110.3 [f-12.111 011 15 P[F @ 10 3 to 15 @ I1 0 [9"38.11[ 100 _, to 4 Ca 0.0 I-"1=_111 Axl @ -o I PLC @ 20.3 to -S6 @ 10 C 1 [,-26.5)[100%] -r C 30.3 to 4 @ I_0 [y4121]1 4':] 1 " -II It 0 0.0 to -60 A 0 0 L [,-72.111100.27 - _____._._ A, -64 PLC 10.3 t0 -60 A ,P 3 1 I n][ CC]12 PII d A t I-- 10 3 [3-1.1] 41'•7 [MWIBs ASCE P l ][4 14 401[ASI 1.00][II9 1] n en @ 0 6 to -77 @ 0.0 L [y_n_❑1100%] 15 PtF C 0.y to IS @ 0 0 [--34.2][ 011 5.2 to 90 0 10 3 R Y-P.❑[I OOa �^ -90 PLI @ 0-0 to -90 @ 5.z I [ya 1.111104:] 15 PI F L 0.3 15 a n t o 0 3 [ 38.2][ 4.] 2222___ 15 PDA @ /10. to IS @ 4 [I-31,2A/ ; _w to PL1 C 10_] C0 -oo la LL 0 R 1y-2651 ICO.] -- _ - - -s4 PLF o 4 m -en A 4 01 Lr zz 2]11001] --- sd PII @ IQ / to 14 A IQ 4 1 [1441] �- 12 PI L A 0 0 to 12 A 10 3 Cr ¢ 1][ 0%] - pW45A5E1111 ][4-24 oo]L1s] Iv [n n Il I @ 4 2 @ 0 0 [ ' 1I 1 :] 1 I PC @ 0 15 A o 0 f,-A4 •I I - 5 ALL L 5 A L0 An @ [,-21 1][100%] 6: PIF[ CC 5,2522 [.JI.171,IO L] 15 PLF @ 0_0 t0 1� @ 10 0 Cy 31.27[ 0.] o I5 11 1 1@ I0 3 to I S@ 1..o [x3121 L 4;1 10.3 1o 91 @ 11.0 B 'r-,'6.5][100x] (20292RS-CVS STORE 43105 - VITA) Top chord 43TSC2.75 1.5x2.75-43-55KSI Fasteners-14AMD. Circles show the min. no. of blue 14AMDBI.25 fasteners and squares Rot chord 28TSC2.75 1.5x2.75-28-55KSI show the min. no. of red 14AMDR 1.5 fasteners per member. See DWG. TSO11 for details. Webs 33W.75x.75 .75x.75-33-45KSI :W4, W5, W7, W8 33W.75xl.5 .75x1.5-33-45KSI: 120 mph wind, 25.70 ft mean hgt, ASCE 7-98, CLOSED IT ED. Located anywhere 1n roof, CAT :W6 33W.75x2.25 .75x2.25-33-45KSI: III OR IV, EXP C, wind TC OL-6.0 psf, wind BC DL-6.0 psf. End verticals exposed to wind pressure. Deflection meets L/180 (A) Continuous lateral bracing required or use a 3505162-33 or equal T-Brace(out) , criteria for flexible wall coverings. end within 2" from each chord. Attach to the web member with 410 self drilling screws through the .75" face, I" from each end and 24" S.C. See DWG TS019 for web In lieu of rigid ceiling use purlins to brace BC @ 72" OC stiffener details. Deflection meets L/240 71 ve and L/180 total load- (B) 33TSBUC3.5 20ga. Bent-U connector required. Square indicates min. fastener qty. then connector overlap. See drawing 15004 for peak connector detail. Member design & uplifts based on MWFRS and CBC. Truss has not been designed to act as a gable. (67 1 L 1 W6 9.5 r 9.5 ' W5 (A) W7 ' 11-1-10 (A) (A) W4 W8 L t 0-6 4 0-6-4 / / / // 1 l 1 1 1 I 0-5-3 R-134 PJ U-60 PLF W=26-9-11 0-5-3 13 4 14 13 4 14 ez 26-9-11 Over Continuous Suppo OF GALVANIZATION - G60 Design Crit: AISI/IBC 6.4 0; 0 Y:1 NY/-/2/2/-/-/F Scale =.225"/Ft. **WARNING** TBLSSES 1Eom1E 11.111E 1A1E TN EAa=¢AT:xe. r1:11:Na. 111 ti Gq TC LL 45.0 PSF REF R7534- 59937 .eo aaA'�ne. IILeIS orxraWIse �xmoreo. roe 11111 II.L" rave 11'"III ,.-r,cxco sraucrUaLr O /t x111 Axo B1TT1M 1MIB1 SxALI MAWS . IPCP"L1 AFTnCDE0 xIG D 1ElLINB- CG TC D L 10.0 P S F DATE 01/14/05 ALPINE **IMPORTANT** EUeNIS1 A 11111E THIS DESIGN To THE INSTALLATIONCONTRA' IP P111 di1 �5 BC OL 10.0 PSF 0RW MOUSR7534 05014031 oElrcrER an THIS 1r5ION IS oNL1 rot L.TEIAL BODDIE 1e 11111 MEnBFes TO 111FBI al aLl rv6 FARR cP BC LL 0.0 PSF MO ENG CV/KMB RUS STEEL ALL uEsIex. ATTACHMENT AND INSTALLATION of TEMPORARY AMC PERMANENT BRACING Te BEn ST LAT E1 NO616�IA N rICE1 N11 TRUSSESLJM1 a T. Es SIBIL T1 OTHERS. . PIE E E1 o aS. I TOT,LO. 65.0 PSF SEAN- 22090 s x BE Es BL e1 x of m s 1E �e o Bu v. �rve 90F`L`p S�Q�� Ipine Hngineered Products,Inc. ,51 SEA, A o a�.r - Ax �,.,. E_a .BAT x . A..n, _. TE TO 1, COOO eannclry,Moa3oas SPACING 24.0" JREF- 1SJ07534ZO2 oEPIcrc1 ne1E nx1 SHALL NOT BE RELIED neo n ANY 11x11 PAYSPACING [AI%xE1[A61 1BC][v31A]Po 2B 's STCRC a31051 [Pogo 11 1 n ro 5 1:, 3 a ` L [TCU 45.0][LCOL 10 0][,col 10 CI[RCLL '.o]P51 I_oJ]rl- 21 PI[NP II[SLIP I"1 0 _ II Am 0.1ILI 1[CC 34.0011 I1001mM -1 1 w ^ I - C '=I --911,19. to,] L][11C -_. - ru o. 1 Sea 19 [, 1.zl Oo0:1 - ", [ 0.66J[ 3586][ 612n]12 a ] r .o @ 9 Ir 34.21[ ex] Irl - L'el 6' Rlry If 1@ 2'-5 Iy-Is 11 1 1 o%] o 9 P [ 3_"1116041 En6Pt5 Ms46 Na23 ANL 6L' SIR CR IP CI COMB CLC Len9L0 3TSC2 Bra[-/ 1 2G l @ 0 1,-15.01[ 0%I - -5]f0%1 0- 9 46 -23 0.01 0.09 0 01 0.00 0.03 AB I '-09 431 PC2.'5 PI yw4 J PIF C 2i-5 (Y"IS-0][ e%] 1 6.4 [y- ° 1 0.1 4 @ / [c 2- 6 115 -263 0-03 0.09 0-e4 0.00 0-12 AB 6 I B2 131SO2 75 Plr J I -- -`III ----- IIE a II I, Jo c I I 100V 1 6- 6 392 -520 0 0 0.23 0.04 0.0e 0.23 AA I 61 2C 4315C2.'S Ply, 1'I' S.ti E II,to Q[OC 1 1140 )n,['M 2 LLE A ] 1 II IL1 L l II f0", 6- e 234C93 -619 0.03 0.36 0.436 0.00 0.31 AB 1 61.22 4nso_'5 Plrvo 35 PLr 2 , 4 to 61 @ 9 P (-m.611110c%] c III o 1, 5 +- a-10 293 -203 0.03 0.36 0-06 0.00 0 37 18 1 61 3'5[2.'5 1Iyx6 11 ILL 0 3 [a o1 @ 6 lo-,o 61[Ii,I RE o 'o .11 II 11 591 305 0.08 0.3' 0.05 0.00 a dz AR 1 61.22 J IZ 75 113x6 4 1 1 3 to I @ 9 [d-14 211 0'61 3 II 3 poo°. 13-14 591 260 6.03 0.3' 0-05 0.00 0.62 16 1 61-22 41TSC2'5 Ply1d .a I1 1 1 '4 1 1 [r-20.5] 100 t1 r c` -.SII IOC; L 16-I6 zu -260 0.63 6.36 0_06 0.00 0.31 A3 1 61_22 436[2.25 P-ra4 j @ ' A,'a-1 34 111 11063] 16-13 163 -253 0.03 0.30 0.06 0.00 0.31 AB 1 61.22 431ILA./S Ply.d IC "1 5 [y-11 211 091 - -- - - - - 1 - - 53-21 221 -414 0.01 0.2] 0.04 0.00 0.23 AB 1 19-26 43TSC2 75 PIy.4 li PI: 9 Y'3'1.21[ 09] [M I I -07[,4:1 I 1'1111 I G @ 21-22 32 -226 0.02 0.10 6_6] 0_06 0.11 AB l 1 0 43TSL2.]5 PIy N4 11 PIE Cn V @ 0 L 11 10 11[1001' A A I [ '91 lc 9 zI A 46 -z3 0_01 0.02 0.61 0_00 0 00 At ' 09 63TSC2_15 4 1,''o 41 PLL 1 0 , to 41 @ y e0_Ll Ilona I [� 4 + ' 1-3 0 o O.00 0-00 0.66 0.00 0.06 Se 0.38 236[2.➢5 @ 1 12 ILL 0.' to 12 .o^ s y - _ 61 PIE£+ 11.1 10 1 ^ - 4 ' oo%I 5- 2 426 -246 0-13 0.03 0.03 O.O, o_Ifi AS 2.54 CIISrl I, 's @ 3' 'M II'RS ASCE 1.11'o ['JC 24 00][ I.oGI[11M I] ,1 11 "4 'i 1 n .11[100`.1 2- 9 d26 246 0.33 0-03 O.01 0.06 0.41 AB ' 40.00 BTS62.25 @ 68' s PLE 2 2'.6 to 11 0't R [y-20.:][160'41 I. 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Circles show the min. no. of blue 14AMDB1.25 fasteners and squares got chord 287.62.75 1.5x2.75-28-SSKSI show the min. no, of red 14AMDR1.5 fasteners per member. See DWG. TS011 for detaiIs. Webs 33W.75x.75 .75x.75-33-45KSI :W4, W5. W6 33W.75x1.5 .75x1.5-33-45KSI: 120 mph wind, 26.76 IT mean hgt, ASCE 7-98, CLOSED bldg. Located anywhere in roof, CAT III OR IV, EXP C, wind TO DL-6.0 psf, wind BC DL-6.0 psf. (A) Continuous lateral bracing required or use a 3505162-33 or equal T-Brace(out) , End verticals exposed to wind pressure. Deflection meets L/180 end within 2" from each chord. Attach to Che web member with $10 self drilling screws through the .75" r i^ ♦ 9 Critel'ia for fiexlble wail coverings. ace, from each end and 24" n._. See DWG TS019 for web stiffener details- [n lieu of rigid ceiling use purlins to brace BC @ 72" OC (B) 33TSBUC3.5 Rod, Bent-U connector required. Square indicates min. fastener qty. thru connector overlap. See drawing TS004 for peak connector detail. Deflection meets L/240 live and L/180 total load. Member design & uplifts based on MWFRS and C&C. I Mlal W5 9.5 r � 9.5 W4 (A) W6 9-0-4 1 I (A) 0-6.4 I -L I 0-6-4 T I T V V lSJ V U u 0-5-3 R=135 PLF U-63 PLF W=21-5-11 0-5-3 9E 10 8 14 10-8-14 �E 21-5-11 Over Continuous Support GALVANIZATION - G60 Design Crit: AISI/IBC 6.4 =.225" Ft. WARN I N G** TPDSSE3 REQUIRE EXTREME CAPE IN PABwunNG, LANDCNG- SM PPINB. INSTALLI l All BRACING. ""A' QT1E«e SE INGIC1111, Ion 1AQRQ s„.I_ e,EE LIOPER-I ATTR RER ,TROTIUI, INN. 9 TC LL 45.0 PSF REF R7534 59938 PANEcs AND BOTTOM CNQRD S HAVE A PROPERLY A CNED RIGID CULLING- • > Cr T C B L 1 0.6 P S F GATE 0 1/1 4/05 ALPINE `*IMP 0 R TAN T DA* FURNISH A COP. QE THIS TEST ON TO TME INSTALLATION CONTRACTOR BRAC 2 DEPICTED Ox IDIS Dss�GN �s ONE. EOR LATERAL SUPPQ'T OR TRUss MEneces TO REDUCE aucvuNG LEND A5 BG 0L 10.0 PSF 0RW MOUSR7534 05014036 T RUS STEEL ATTACHMENT N LL DesmN. .xD �NSnLL.noN OA T NPORARA ANo PERMANENT BRACING. TO RESIST LATER �� BC LL 0.0 PSF MO-ENG CV/KMB EORLII AND MOLD TRUssas PLUMB. SMALL BE TME RESPONSIBILITY OF CIDERS. ALP:NE ENGINEERED PRODUCTS, Mme• 51 641 �� TOT.L D. 65.D PSF SEQN- 22094 I' SNA- NOr BE GO...BSTBLE IDP AN, DEVIATION E - . ...... r A....... EN.rP,NG- EN,IA�E,NG 0FONP Ipfne arch eered Products.Ina .rm BRACING D AN ENGINEERS N Tlje O e N Earth City,MO 63045 � 'R"'"'. -- -- ORAN-xG AA P_ L.—` DLTD TAE oEsIGx Ar IRI TRA S, DEPICTED MERE AND SMALL Nor BE RELIED UPON IN ANY OILER NAA. SPACING 24.0" JREF- 1SJ07534Z02 �IIIIIE]IAISI iIB'][VS I BI 12'.9 1C'C - SORC .1 IS, [,eSP : I Io III,,, ICU 45_o70En1 12.o]N;nL 10.of[BFc o Cl RSI Lool r -.,:1111 I]Csornl 2.41 L •.1 1. 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Circles show the min. no. of blue 14AMOB1.25 fasteners and squares Bot chord 28TSC2.75 1.5x2.75-28-55KSI show the min, no. of red 14AMDR1.5 fasteners per member. See DWG. TS011 for details. Webs 33W.75x.75 .75x.75-33-45KS1 120 mph wind. 29.42 ft mean hgt, ASCE 7-98. CLOSED bldg, Located anywhere in roof, CAT III OR IV, ERP C. Wind TC DL-6.0 psf, wind BC DL-6.0 pit. (A) 33TSBUC3.5 20ga. Bent-U connector required. Square indicates min. fastener city. thru connector overlap. See drawing T5004 for peak connector detail. End verticals exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Deflection meets L/240 live and L/180 total load. In 11eo of rigid ceiling use purlins to brace 8C @ 72" OC Member design & uplifts based on MWFRS and C&C. ❑1 (A) 1 9.5 79.5 3 8 4 1 1 1 1 0-6-4 0-6.4 --F- —T— 1 1 T R 142 PLF U-74 ELF W=8-0-1 0-5-3 0-5-3 4-0-0 4 0-0 8-0-1 Over Continuous Support GALVANIZATION - G60 Design Crit: AISI IBC 6.4 H 8C y0 :1 NY/-/2/2/-/-/F Scale =.5" Ft. **WARNING** TRESSES REQUIRE EYTRIAE CARE IN FABRICATING, HANRLINI. SNIIIIIS. INSTALLI 9� TC L L 45.0 P SF R E F R 7 5 34- 5 9939 .xo eaAa x6- IILEss GTNIIIIIE INOICITII. Tao cx oPo sIILL HANE FPOFEPLv ATTACHED STRUCTURAL PANELS ANo FACT OI cxozR SHALL N. A IR DPERLY ATTACHED RiG�G GEa�NG- T 2 W TC D L 10.0 P S F DATE 01/1 4/0 5 AT P11 E **IMPORTANT** 1UR��SB A 1111 or TIES REST GN To TNI INSTALLATION GONTRACTCR. BRAG ` 5 BpC DL 10.0 PSF DRW MOUSR753�/4y 05014032 C1L 1` DEPICTED ON THIS DESIGN IS ONLY PER LATERAL SUPPORT OF TRUSS NEARING To REOUGE BuauxA LEN GT y B C L L 0.0 P SF ND-EN G C V/KMB TRUS STEEL ALL DESIGN. 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See drawings TS004 and TS004A for details. End verticals exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Deflection meets L/240 live and L1180 total load. In lieu of rigid ceiling use purlins to brace BC HE 72" OC Member design & uplifts based on MWFRS and CRC. Truss has not been designed to act as a gable. 1 ❑(A) 1 12 F 12 4 1-7 1 1 1 0-6-10 0-6-10 --JF— - — R=142 PLF U68 PLF W 7 1 10 0-4-11 0-4-11 3-6-13 3-6-13 �7-1-10 Over Continuous Suppor /Y y GALVANIZATION - G60 Design Crit: AISI/IBC 6.4 B S :1 NY -/2/2/-/-/F Scale =.5" Ft. ** WARNING"' T=xsscs REQUIRE c.TPEME CARE IN FABRICATING, HANDLING. SHIPPING, INSTALL X 4 G q4 TC LL 45.0 PSF REF R7501 4/05 59940 AxD Bae UIxG. ux LEss orx ERvIsB Ix QBcnrsQ- roP cx oa0 sx.LL x.vE PRaR Ee Lr uucx ED srau cruRu PAncLs AxD aoTroN LUSED sxALL H.vE A PROPEBLr ITTAISID RLG�D Gen ixN, Z W TC D L 1 0.0 P SF DATE 0 1/1 4 0 5 ALPINE 'IMPORTANT** fUoulH A ADDS 11 THIS DESIGN TO THE INSTALLAnox CONTRAcrOR BRAQI m p BC DL 10.D PSF DRW MOUSR7534 05014034 �pDEPICTED ON THIS DESIGN IS QMv FOR LATERAL SUPPORT OF TRUES MEMBERS TQ REQu cE BocxuNG LExcrx TRiJS STEEL 1 EL DEs Gx >Tr<cxnsxr .xo xsTALLAr:Qn QE rEMPQRARr ArvD PER MANExT BNaA xG rQ REE11T L.TERn N �� BC LL 0.G P F MO-ENG G KMB v FDRCES AND HUED TRU5$Es PLUrve. sx.L_ BE TxE RsseoNs'jei LITv DP DTHER 1L%Il ENGINEERED PRooxcTs. �l �• 6 1 8��M, � TOT.L D. 6 5.D P S F S EQ N- 22102 xC. SHALL NOT BB RE moxS�BLE FOR AD Dsv1Ar1DN FROM Tx�s Dss�GN DR x.xI 1xG. SHIPPING. INSTALLING •Q�F•�+Lx0.-. Ipine Engineered Products,Inc. .xD aR aTxG or rRu sSEs. .x ENG�NEER s ;FAL IN THIS DRAPING APPLIED PN L. 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[,-is.1][ 3%1 So PLT A '.2 to J4 A 9.1 Cr-2'_2]1 103 l A 0.2 1. 4 @ 1.6 T-15.01f 0i] 16 PIT A 1.2 to -34 @ 0.5 1 [x-'28-6]poo%] 4 Gtr @ -. 1 @ 9.1 fr-Is.3][ 0%] -16 PLT to 1.6 to d6 A 0.b 1 [r-20.6][100^%) - - _ _ _ 2 . _ ._._._ ._ __ _ __.__ 212.-1212.. -12 PIT @ '_6 to -52 @ '.I L [y-2o.6)(loo$] 12 PLf_ _0_5 to- o-_ l-@_I ]_- - o-- ot: - [MWTRs ASCE Ya rl+sJ[OC 21.00][03, 1-0o][NM L] -85 PLI A o.6 Co -Bs @ 4.1 L [y-21.L][LOC„ P PLT @ 0_2 to 1'@ 0_6 [r=2'.21[ 1:] -n 111 A 2.' to -'3 A 9.1 k [r-z o.2][100%] ie e1 @ 4.1 co -as @ z' n [y-z3.6]011x] 12 PLT A 0.6 to 1'@ 7.7 [r-27.2][ 0%] 12 PLI A ' 1 to n @ i.1 [r-1.211 1%) To -II PLI A 0�2 1. a3 @ 0.6 1 [r-20.61 plot] or 51 P1T @ 0.6 to -51 @ 0.5 1 [y-20.6][10111 51 1 s3 @ ] ] L Czb]010011 1 PLI % 06 221-0 2 ' [Y-yl5.001[ 0Y]__ [POWERS ASCI Par 1 ][OC 21.003[ASE 1.001 TOM 11 EL A 0 5 to 1 A 1 1 1 EY-24_1]LINS%] BE @ 1 2 to 1l @ 3 6 [Y-?1to[ ca. or -t3 PLI A '.! tr -'I @ 9.1 A ;1-20.2][NOY] -61 PLT@ 1.1 to -61 @ 2.' A [➢-2o.IT[Io01] n PIT @ 1.6 tc u A Lv>v_211 3%] 1' Pit @ '_' to 13 @ e 1 EY-Z'_21[ 0•q 1 1 3 6' -6 e - Il[�3 _23 PLP A 0.2 to -23 A o.6 1 [x-20.6][mo:] -28 Pit to 0.6 to -28 @ 0.6 I. f9`20_6][I OOY] (20292RS-CVS STORE ((3105 VS3A) Top chord 43TSC2.75 1.5x2.75 43-55KSI F a stener,14AMD. Circles show the min. no. of blue 14AMDBl.25 fasteners and squares Bot chord 28TSC2.75 1.5x2.75-28-55KSI show the min. no. of red 14AMDR1.5 fasteners per member. See DWG. TS011 for details. Webs 33W.75x.75 .75x.75-33-45KSI :W4 33W.75x1.5 .75x1.5-33-45KSI: 120 mph wi Ed, 22.91 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT III OR IV, EXP C, wind TC DL-6.0 psf, wind BC DL=6.0 psf. (A) 33TSBUC3.5 20ga. Bent-U connector required. Square indicates min. fastener ITS. thru connector overlap. See drawing TS004 for peak connector detail. End verticals exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Deflection meets L1240 live and L/180 total load. In lieu of rigid ceiling use purlins to brace BC C 72" OC Member design & uplifts based on MWFRS and C&C. Truss has not been designed to act as a gable. F-J](A1 9.5 9.5 W4 1 1 5 6-11 1 0-6-4 1 0-6-4 � 1 � 7— R 138 — R138 PLF U=62 PLF W=12-8-11 0-5-3 0-5-3 I _ 6 4 6 _I_ 6 4 6 J 12-8-11 Over Continuous Support --� ,MF yr y GALVANIZATION - G60 Design Crit: AISI/IBC 6.4 R so :1 NY/- 2/2 -/- F Scale =.3125 Ft. *wAR N I N G** TRUSSED REQUIRE FOISTED CAE IN -ADRICAT 1PC AND_ING, SMIPEING. :NSTALLEN 9 TC L L 4 5.0 PSF R E F R7534- 59941 NT aIAIM X G- ury LEDs GT x ERwI SE Try TT CATET. -DP cx ORo SMAL- MAve aero ER L. eTncNEa STRJCTVRAL /— PANELS ANG aOITOM C ORD SHALL NAVE A PROPERLY ATTALNED RISIO EEI I G Z W TC D L 10.D PSF DATE 01/14/05 C1LP11V L' **IMPORTANT** FUIRI1M A cGPY OR THIS DESIGN TO INSTALLATION 60NTRA6TOR- RRAc BC DL 10.0 PSF DRW MOUSR7534 05014035 mZ DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRvss MEMBERS TO RED u1E au c NLl rv6 LEn G Tx V' U/ T RUS STEEL Au DESIGN ATTAINMENT ANG INSTALLATION of TEMPORARY ANG aERMANENT aRACINC To RESaT LATERA �t1 BC LL D.0 PSF MO ENG C�/KMB NQ eie�1A V TOT.LD. 65.0 PSF SEON- 22107 EOPC Es .NG HOLD 11TRUSSES ESP PLVML. 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RT I G PLF @ O.z to IS @ 0.3 [y-29.6][ 9'11 ['I o03,+110 Load g2][Do 24-008(nsl 8 6][[N61 If cor- PLF @ 0,7 to -52 @ 13-8 R [Y-20 2]2100'%] 20 PLF @ C 2 to z9 @ 13.8 [y-28.61[ 0%] -x2 PLI @ 0.1 to 22 e lA L [j-2b 6]199%1 191 PL-@ a2 to 135 @ /.4 L,-Il 61 199°A] 15 PLF @ 0.2 Io 16 @ 13.A 2Y-29.6][ O',j 20 PIT @ 0 to 20 I L'-4 [Y-15.2]1 o%] 34 PIF @ 0 3 m I6 @ 13-8 L [y-2C [ 9.] I @ 9.2 to e @ 3-3 21'15.01[ 9%] -34 PLF @ 0-3 to -34 @ 0.3 L [120.57 109,] 6 PIF @ 13-4 Io @- - 1--1529- 9Y] a -16 PLO @ 3-] to -]6 @ 3 4 L 1Y-z0-5][100%] ---_- -->- -5/ PIF @ 13.4 to -II @ 11-4 L [y-20 5][100%] 120x] Iz PII @ %.] Lo 302 @ Id-4 L- - -2]f o;] _________ _ _ [MWIRS I @ 7,1Hx][Oc 24.11,111 1-0011tH Ij 00 -86 PLF @ 3.2 to -86 @ 13.6 R 2Y-20.6]1001] 15 PLF @ 3.2 Lo IS @ 3-1 [y-YB-6]2 0.] PLF @ 13.4 to -36 @ 83.9 B [Y-20.2](1091] 86 -86 PLI @ 0.3 to86 @ 3.o L [y-25-5J[300.] 15 IS ITS@ 2.1 to 15 @ 13.4 [Y-29-6][ 0%1 1'_ VLF @ 13-6 to IS @ 13.8 [y-28.6][ 1 -]d PLF @ 0 11 4 -3 6 @ 9-3 L [Y-1025]100,] -sz vu @ 9-3 co -sz @ a.3 12Y-2a s7 L Do%1 sz eIF @ n.4 to 52 @ 12.4 L [y512.5] D%] o to- I2 @ 13 4 FY 1120][ 0X7 E'WFRS nsa P 1 ][2c z4-2211011 -%%;IS1] \ 5 I @ Ito -62 @ 13 4 P 2 .5][.001 15 PLF @ 0 2 to 15 @ 9 3 [1=23 rt][ CAI 4 PI I @ 1 3 4 in 34 @ 13 A B [y-20 S)[lCO%] '6' PLF @ 0.7 0 62 @ 1_9 1 7 2610004] /tc V 1 13 a PLF @ 1 - .o 11 @ 14 CY 26.6][ o%] 9 --.13- _ P5 15 PLF @ 13.6 to 15 @ 13.8 [Y-2B 61[ 211 74 PII IS 0.3 to a4 @ 2-Y L [--1112 5][100%] "A T V O NS B3TSBUL 5.0 o a TSHC5.OK o 54TSBUC5.0 54TSHC5.OK General Nates: iIBENT V P➢cM1 Bra k C neclor, IMNGED Pitch Breok C c - - 1. Fastener spacing and end distance is 3/4" (19mm) minimum, except as shown. OFm 2. See the sealed truss engineered drawing for required fastener type and quantities for Y, O � each fastener contact area. % a ����' \ Vr 3. Fastener contact areas that coincide with ��m - other contact areas may use a common i fastener for both areas. This will result in a reduction in the toe total number of fasteners required at the pitch break joint_ �L 4. � = Fastener contact area. FASTENERS THROUGH THE LAPPED AREA FASTENERS THROUGH THE LAPPED AREA s, 1Iriy Re / mo9 e, � .A Ii E I >A. q 1 a m E r Ell FASTENERS THROUGH THE L40R0 ARE Ap FASTENERS THROUGH THE CHORD AREA ` A . PI ;6k 1 'G a l f d, o � � 'ter � Lsm� fl m c FASTENERS THROUGH THE WEB AREAS FASTENERS THRCUGK � i T C **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDUN G, SHIPPING O 94 ! RUSSTEEL DETAIL INSTALLING AND BRACING. UNLESS OTHERWISE INOICATFO, TOP CHORO SHALL RAVE PROPER V ♦ 7 - ATTACHED STRUCTURAL PANE'S ANC BOTTOM CHORD SHALL HAVE A PROPERLY AT?ACFEO RI U1 Z W DATE 09/02/02 CEILING. --- «� DRWG TS016 ALPINE **IMPORTANT** FURNISH A COPY CF THIS DESIGN TO THE INSTALLAT.ON CON TRACrO R. + — BRACING DEPICTED ON THIS DESIGN IS ONLY FOR 'LATERAL SUPPORT OF TRUSS MEMBERS *0 O N —EN G REDUCE BUCKLING LENGTHS, ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AN Q PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE 9 TRUSSTEEL DIVISION RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC SHALL NOT BE RESPONSIBLE ALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING OF POMPANO BEACH, rLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS DEPICTED NERC AND SHALL NOT BE RELIED IPON IN ANY OTHER WAY. 33TSBUC3.5 or 33TSHC3.5K or 43TSBUC3.5 43TSHC3.SK BENT—U Pitch Break Connecforl. HINGED_ Pitch Break Connector l General Nofes: 1. Fastener spacing and end distance is 3/4 (19mm) minimum, except as shown. rm 1 TM1 $ / �j 2. See the sealed truss engineered drawing e V ' //✓z for required fastener type and quantities for each fastener contact area I V '� �a'i A 3. Fastener contact areas that coincide with other contact areas may use a common �� L fastener or both areas. This result � "19 X16 5 in a reduction in the total number of fasteners required at the pitch break joint. – wL % ".."... ,� �.y - �9A � \ 4. ® = Fastener contact area. FASTENERS THROUGH THE LAPPED AREA FASTENERS THROUGH THE LAPPED AREA fl Dg. JT �Iy�S LX HT r ^46 -14 �T i of } rASTENERS THROUGH THE CHORD AREA �F FASTENERS THROUGH THE.CHORD.AREA y E S,L`H !X V NSOF .V y' �N � 9C 25' �N �L r<_25 (e25' ('25 e LBmml �_� FASTENERS THROUGH_i HE WEB AREAS N'o FASTENERS 'TROUGH THE P ER yO '*WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDONG, SHIPPING A' G9 RDSJTEEFL DETAIL INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPER 0 ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERD A?TAC HED RI N /02/02 = DATE 09 DRWG TS004 ALPINE C. CEILING"IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLAT.oN CONrRAc?DR. -- BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO —ENG REDUCE BUCKLING LENGTHS, ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AN TRUSSiEEL ON610N .�r PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB. SHALL BE THE AQ� RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE ALPINE ENGINEERED PRODUCTS, INC FOR ANY DEVIATION FROM THIS DESIGN DR HANDLING, SHIPPING, INSTALLING, AND BRACING OF E r POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. TOP CHORD 28TSC2.75 1.5x275-28-55KSI OR 28TSC4.00 2.5x4.00-28-55KS. BUT CHORD 28TSC2.75 1.5x'.75-28 55KEI OR 28TSC4.00 25x4.00-28-55KS'. SUPPORTING TRUSS TOP CHORD BRACING WEBS AS SHOWN IN CHART BELOW TRUSS TOP CHORDS UNDER VALLEY SET MUST HAVE SHEATHING ATTACHED "* ATTACH EACH VALLEY MEMBER TO EACH SUPPORTING TRUSS WITH (1) SIMPSON S/H2.5 TO THEM WITH FASTENERS SPACED PER CODE REQUIREMENTS. (OR EQUAL). ATTACH TO VALLEY TRUSS AND SUPPORTING TRUSS WITH (4)#10 SDS OR (SEE RETAIL). USE 15OF125-33 CONTINUOUS LATERAL BRACES AT 24" (610mm) O.C. �= LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAI HEIGHT DOES NOT EXCEED MAXIMUM LATERAL BRACES ARE TO BE ATTACHED TO TRUSS TOP CHORDS '4'0' (4267mm) WITH (2)#10 SELF DRILLING SCREWS LATERAL BRACES MUST EXTEND TO -- -- - AND BE ATTACHED TO THE FIRST TRUSS THAT HAS SHEATHING DIRECTLY MA% MUM VALLFv VFPTCA :N- - FO4 HINC SPFECS IIP ?0 x " � � �;s) _ ATTACHED 'Tu THE TOP CHORD. PROPERLY ATTACHED VALLEY TRUSSES VERTICAL SIZE NO CUB'S 1 CLB 2 Cl B'S MAY BE USED IN LIEU OF PURLINS. 33WJ5x 75 a 6" 1372mm 46" 7372mm 46" 1372m^� C ) ( ) ( ) I NOTE THIS OPTION MAY ONLY BE USED IF THE TOP CHORD OF THE 33'W.750.5 6'6" (1981mm) 11'0" (3353mm) 110" (3353mm) SUPPORTING TRUSS HAS BEEN DESIGNED WITH PURLINS AT 24" (610mm) - .4'0' 4267mm- 14`0" _4267mm ' O.C. MAX. 33W.75x2.25 7'6" (2286mm) ( ) ( ) 3 3 W L5x1 5 X40" (4267mm 140 4267mCIL) 40" fg767m m1 NOTE. ABOVE CHART ASSUM S A 14'0" 4267m, MAX NUM V RTICAL LENGTH R�15 E rO m ,(4)#10 DEC V _ .. R 4 721 OECD) �0. 7,� A LEM SEMU T j ''1 (2430 0 ��, / / �'4 \ i.- c (COMMON TIT) 0C 8mm) i NOTE: IN.EYMEJIATE 7 � �� (4,#,� SD_ - -TRUSSES PARTIAL FRAMING - )#a , OR 48' - 621 mm O.C. SPANS NOT (_ ) PLAN SHOWN FOR L,/.� j; )# 0 S^S (' 19mm) O.C. CLARITY (4)#'0 SDS GENERAL NOTES: 1. CLB - CONTINUOUS LATERAL BRACE. REFER TO TRUSSTEEL DETAIL TESTS. 2. SDS - SELF DRILLING SCREW. ll -- 3. CIRCLED NUMBERS SHOW MINIMUM NUMBER OF 14AMDB1.25 (FOR TSC2.75 16-0-0 (4877,,) - }' TRUSSES) OR 14AMDB2125 (FOR TSC4.00 TRUSSES) REQUIRED. MINIMUM i� FASTENER SPACING AND END DISTANCE IS 3/4" (19mm). SEE TRUSSTEEL COPT DETAIL TS07 7 FOR DETAILS Z 2.12 10 12 \ 4, VALLEY TRUSSES ARE TO BE SPACED AT 24" (610mm) O.C. NAL 5. UPLIFT BASED ON 110 MPH (49 m/s) WIND SPEED, ASCE 7-93, 30' (10.92° TO 45' i� OIN7 DETAIL (9144mm)AND MEAN HEIGHT. SE (0. BUILDING, AT OCEAN LINE, CATEGORY II-III, AND A MINIMUM 5 PSF (0.24 kN/m2) TOP CHORD DEAD LOAD (OR 130 MPH 58 m/s) IF NOTE 6 IS FOLLOWED). 4-0-0 `�� ;1'. -��' "1219mm) 6_ FOR A 130 MPH (58 m/s) WIND SPEED THE FOLLOWING MUST BE MET- -- A MINIMUM OF ',SH, FASTENERS ARE TO BE BE APPLIED AT EACH �+ �11� I'(M AX SPACING)( (- ,(" JOINT AS SHOWN TO THE LEFT, - ``� — � - USE (2) SIMPSON S/H2.5 (OR EQUAL). OP IONAL 7. FOR METRIC UNITS: TOP CHORD LIVE LOAD IS 1.44 kN/m2, TOP CHORD -- - 20 C 0 (6C9cr( -M,.X M N'S SPACING STUB LN ®C 2 kN/m2. BOTTOM CHORD DEAD LOAD IS 0.48 kN/m2 ., irn) ++ D IF 0.7 /�J IS 2.64 kN/m2 SPACING IS 1219H-Um MAX. SUP o RT,NC TRUSSES AT 48 '219mm' �` **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDUNG, SHI PP NO �1y TO LL 30 PSF TRUSSTEEL DETAIL INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PPC-R ---' -/-�-- - - ATTACHED STRUCTURAL PANELS AND 9077DM CHORD SHAL'_ HAVE A PROPERLY Arrac HED RIc U • TC DL 15 PSF DATE OJ/02/02 CEILING, m W BC DL 10 PSF DRWG TS026 -- /-ALPINE **IMPORTANT** FURNISH a cDPr OF THIS DESIGN To THE INsrnuaT:RN CoETRACTOR. -- BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO 'A BC LL 0 PSF —ENG REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TE MP ORARr AN V -"- TRUSSTEEL DIVISION PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE A N !`= TOT. LD. A5p5 PSFRESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE Ai 9 10 SPACING 4U MAX.NE ALPINE ENGINEERED PRODUCTS, INC FOR ANY DEVIATION FROM THIS DESIGN OR FANDUNG, SHIPPING, INSTLING, AND BRACING OF POMPANO REACH, FLORIDA TRUSSES. AN ENGINEERS SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTLER WAY- SEE NOTE 7 FOR METRIC UNITS Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 3.0 Release 1 Data filename: F:\All_Projects\035_CVS_pharmacy\02 Series Projects AA\02-035LL Mattituck NY\Comcheck\3105.cck Section 1: Project Information Project Name: CVS/Pharmacy#3105 Designer/Contractor: Massa Montalto Architects 3297 Route 66 Neptune,NJ 07753 Document Author: Donald Chin Section 2: General Information Building Location(for weather data): Suffolk,New York Climate Zone: l l b Heating Degree Days(base 65 degrees F): 5750 Cooling Degree Days(base 65 degrees F): 715 Project Type: Addition Window/Wall Ratio: 0.20 Building Type Floor Area Retail Sales,Wholesale Showroom 14249 Section 3: Requirements Checklist Bldg. Dept. Use Air Leakage,Component Certification,and Vapor Retarder Requirements [ ] I 1. All joints and penetrations are caulked,Basketed,weather-stripped,or otherwise sealed. [ ] 2. Windows,doors,and skylights certified as meeting leakage requirements. [ ] 3. Component R-values&U-factors labeled as certified. [ ] 4. Fireplaces installed with tight fitting non-combustible fireplace doors. [ ] 5. Stair,elevator shaft vents,and other dampers integral to the building envelope are equipped with motorized dampers. [ ] 6. Cargo doors and loading dock doors are weather sealed. [ ] 7. Recessed lighting fixtures are: (i)Type IC rated and sealed or gasketed; or(ii)installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/De SCiIDhOn Area R-Value R-Value -F ct r U-Factor Roof 1: Metal Roof with Thermal Blocks 10483 0.0 20.0 0.048 0.059 Roof 2: Metal Roof with Thermal Blocks 3866 0.0 25.0 0.039 0.059 Exterior Wall 1: CMU<=8"with Empty Cells Furring:Metal 6194 0.0 11.0 0.073 0.090 Window 1:Metal Frame with Thermal Break:Double Pane Clear, SHGC 0.78,PF 0.12 633 --- --- 0.600 0.598 Window 2:Metal Frame with Thermal Break:Double Pane Other, SHGC 0.78,PF 0.12 597 --- --- 0.600 0.598 Floor 1: Slab-On-Grade:Heated 496 --- --- --- --- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 8%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release 1 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Principal Envelope Designer-Name Signature Date Permit Number Mechanical Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2c Data filename:N:\Projects-03\03-647\Eng\Mattituck Comcheck.cck Section 1: Project Information Project Name: CVS Pharmacy Designer/Contractor: Clive Samuels&Associates Document Author: Telephone: Date: Section 2: General Information Building Location(for weather data): Suffolk,New York Climate Zone: 116 Heating Degree Days(base 65 degrees F): 5750 Cooling Degree Days(base 65 degrees F): 715 Project Description(check one): New Construction _Addition I Alteration _Unconditioned Shell(File Affidavit) Section 3: Mechanical Systems List uanti System Type&Description 1 HVAC System 5: Heating:Central Furnace,Gas,Heating Capacity Unknown/Cooling:Rooftop Package Unit,Capacity>=90-<135 kBtu/h,Air-Cooled Condenser/Single Zone 1 HVAC System 4: Heating: Central Furnace,Gas,Heating Capacity Unknown/Cooling:Rooftop Package Unit,Capacity<65 kBtu/h,Air-Cooled Condenser/Single Zone 1 HVAC System 3: Heating:Central Furnace,Gas,Heating Capacity Unknown/Cooling:Rooftop Package Unit,Capacity>=90-<135 kBtu/h,Air-Cooled Condenser/Single Zone 1 HVAC System 2: Heating: Central Furnace,Gas,Heating Capacity Unknown/Cooling:Rooftop Package Unit,Capacity<65 kBtu/h,Air-Cooled Condenser/Single Zone 1 HVAC System 1: Heating:Central Furnace,Gas,Heating Capacity Unknown/Cooling:Rooftop Package Unit,Capacity>=90-<135 kBtu/h,Air-Cooled Condenser/Single Zone Section 4: Requirements Checklist Bldg. Dept. Use Requirements Specific To: HVAC System 5 [ ] 1. Newly purchased heating equipment meets the heating efficiency requirements [ ] 2. Equipment minimum efficiency: Rooftop Package Unit: 10.1 EER [ ] 3. Integrated air economizer required [ ] 4. Motorized,automatic shutoff dampers required on exhaust and outdoor air supply openings -Exception: Gravity dampers acceptable in buildings<3 stories - Exception: Gravity dampers acceptable in systems with outside or exhaust air flow rates less than 300 cf n where dampers are interlocked with fan Requirements Specific To: HVAC System 4 [ ] 1. Newly purchased heating equipment meets the heating efficiency requirements [ ] 2. Equipment minimum efficiency: Rooftop Package Unit: 9.7 SEER Requirements Specific To:HVAC System 3 [ ] 1. Newly purchased heating equipment meets the heating efficiency requirements [ ] 2. Equipment minimum efficiency: Rooftop Package Unit: 10.1 EER [ ] 3. Integrated air economizer required [ ] 4. Motorized,automatic shutoff dampers required on exhaust and outdoor air supply openings -Exception:Gravity dampers acceptable in buildings<3 stories -Exception:Gravity dampers acceptable in systems with outside or exhaust air flow rates less than 300 cfm where dampers are interlocked with fan Requirements Specific To:HVAC System 2 [ ] 1. Newly purchased heating equipment meets the heating efficiency requirements [ ] 2. Equipment minimum efficiency: Rooftop Package Unit: 9.7 SEER Requirements Specific To:HVAC System 1 [ ] 1. Newly purchased heating equipment meets the heating efficiency requirements [ ] 2. Equipment minimum efficiency: Rooftop Package Unit: 10.1 EER [ ] 3. Integrated air economizer required [ ] 4. Motorized,automatic shutoff dampers required on exhaust and outdoor air supply openings -Exception:Gravity dampers acceptable in buildings<3 stories -Exception:Gravity dampers acceptable in systems with outside or exhaust air flow rates less than 300 cfm where dampers are interlocked with fan Generic Requirements: Must be met by all systems to which the requirement is applicable [ ] 1. Load calculations per 1997 ASHRAE Fundamentals [ ] 2. Plant equipment and system capacity no greater than needed to meet loads -Exception: Standby equipment automatically off when primary system is operating -Exception:Multiple units controlled to sequence operation as a function of load [ ] 3. Minimum one temperature control device per system [ ] 4. Minimum one humidity control device per installed humidification/dehumidification system [ ] 5. Thermostatic controls has 5 deg.F deadband -Exception:Thermostats requiring manual changeover between heating and cooling [ ] 6. Automatic Controls: Setback to 55 deg.F(heat)and 85 deg.F(cool);7-day clock, 2-hour occupant override, 10-hour backup -Exception: Continuously operating zones -Exception: 2 kW demand or less,submit calculations [ ] 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow>3,000 cfm [ ] 8. Outside-air source for ventilation;system capable of reducing OSA to required minimum [ ] 9. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly -Exception:Ducts located within equipment -Exception:Ducts with interior and exterior temperature difference not exceeding 15 deg.F. [ ] 10. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts; UL 181A or 181B tapes and mastics [ ] 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment [ ] 12. Operation and maintenance manual provided to building owner [ ] 13. Balancing devices provided in accordance with 603.15 of Mechanical Code for New York State [ ] 14. Stair and elevator shaft vents are equipped with motorized dampers [ ] 15. Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70%outside air fraction or specifically exempted [ ] 16. Kitchen hoods>5,000 cfm provided with 50%makeup air that is uncooled and heated to no more than 60 deg. F unless specifically exempted [ ] 17. Buildings with fume hood systems must have variable air volume hood design, exhaust heat recovery,or seprate makeup air supply meeting the following: a)75%make up air quantity,and/or b)within 2°F of room temperature and/or c)no humidification d)no simultaneous heating and cooling Section 5: Compliance Statement The proposed mechanical design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.4 Release 2c and to comply with the mandatory requirements in the Requirements Checklist. The design professional shall provide to the code enforcement official a written certification that the required HVAC tests,system balancing,etc.,have been performed and the system is operating as designed. The design professional shall retain copies of the test reports to be provided to the code enforcement official,if requested.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief, and professional judgment,such plans or specifications are m c mpliance with this Code. Ja ?ie Principal Mec anical Designer- ame Date Permit Number Lighting and Power Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2c Data filename:N:\Projects-03\03-647\Eng\Mattituck Comcheck.cck Section 1: Project Information Project Name: CVS Pharmacy Designer/Contractor: Clive Samuels&Associates Document Author: Telephone: Date: Section 2: General Information Building Use Description by: Activity Type Activity Type(s) Floor Area Retail Sales,Wholesale Showroom 13950 Project Description(check one): _New Construction _Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Bldg. Dept. Use ( ] Interior Lighting 1. Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/N) 29295 18600 YES Exterior Lighting [ ] 2. Type(s)of exterior lighting sources: _Fluorescent _Metal Halide _High-Pr. Sodium Exceptions: Specialized signal,directional,and marker lighting; lighting highlighting exterior features of historic buildings;advertising signage; safety or security lighting;low-voltage landscape lighting. Controls,Switching,and Wiring [ ] 3. Master switch at entry to hotel/motel guest room. [ ] 4. Individual dwelling units separately metered. [ ] 5. Minimum of two switches,dimmer,or occupancy sensor in each space. Exceptions: Only one luminaire in space; Security lighting,24 hour lighting; The area is a corridor,storage,restroom,retail sales area or lobby. [ ] 6. Automatic lighting shutoff control in spaces greater than 250 sq.ft in buildings larger than 5,000 sq.ft. [ ] 7. Photocell/astronomical time switch on exterior lights. Exceptions: Areas requiring lighting during daylight hours [ ] 8. Tandem wired one-lamp and three-lamp ballasted luminaires. Exceptions: Electronic high-frequency ballasted luminaires not on same switch [ ] 9. Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2. Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.4 Release 2c and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Principal Lighting Designer-Nmuce Si,@p tune Date Lighting Application Worksheet New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2c Section l: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Area Category (ft2) (watts/ft2) (B x Q Retail Sales,Wholesale Showroom 13950 2.1 29295 Total Allowed Watts= 29295 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description/ Lamps/ #of Fixture ID Lamp Description/Wattage Per Lamp/Ballast Fixture Fixtures Watt. D x E a 2x4 Parabolic/48"T8 32W/Electronic 3 139 88 12232 al 1x4 Parabolic/48"T8 32W/Electronic 2 34 58 1972 b Wall Wash/Other/Electronic 2 36 94 3384 c 8'Industrial/96"T8 75W/Electronic 2 10 78 780 c1 4" industrial/48"T8 32W/Electronic 2 4 58 232 Total Actual Watts= 18600 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 29295 Total Actual Watts= 18600 Project Compliance= 10695 Lighting PASSES: Design 37%better than code Z v .............. ....... n n� 1 7 It— i 117 1 F`j r r V .BI Uc: c: —1 ..3L �l `u e'_ lt 5 ..tn. ol,f- ew g,e'r,i.::'S' ........................... ............................ ...... ....... ................. .......... ............ p E V4 EJ ........-— ............. .......... .......... ..... ... .. r f? ; J, ;o:�-1%..,,n, . i I !;.-'ij E. I.--, 7-S M J. ij vs au I( -JU c c tcr- d -1. AL ' 4''d f,I lt ........................- .......... .......... .............................-.................... t E I v ZD Ala;, n,i te. ......... Fo .......... ................... L. n iz f- Fl- S�� FES$ .......... .......... .................. ................................. ........................... ...... .............. y yy L-.- S C r....... 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LJ.:"t .F_ t:::.i' {i.-.Y.f7i':i a':."'ii 43_:p '.._ •`� � mmmmaa ��� � ������ Job No:05-�4 CVS PHARMACY ,STORE # 3105 Design density: 0. 20 Supplie� flow and pressure is based on 54 .86 .'s available at supply ( 66^83 �si is actually availa�le > Ref . PF�ESSURE K FLO�� Percent Ref . Pt . Pt P Pn Factor Actual Minimum 2xcess Pt S1O 17 ^25 �7.25 14^()0 58. 1 51 . 2 13.5% S1O S11 17 ' 41 17 .41 �4 .0O 58.4 51 "�� 14. 1% S11 S12 18. 48 �8.48 14.0O 6O.2 51 '2 17^ 6% S\2 S2O 1338 13 .38 14.0O 54 "2 51 . 2 0.0% S2O S21 13 ,56 13 .56 14"0O 51 "6 51 '2 O8% S21 S22 14.G1 14 .81 14 .O0 53.9 51 .2 5.3% S22 S23 16 .65 16. 65 14 "0(} 57. � 51 .2 115% S23 Calcs By � 9L Checked: __~___~ 02. 18.05 Page: 2 E' PL '. i L L,C 1' 1U, L Ar L,0 IT' 5 -:rjE 'i Row 45. r �ttnQ L e ri� D am L 7 g nil P"I p5i p— psi JrINIT t i N',1 65 01 U '78 —f�-5,t .P, (If; 2 J.§: 15 S I T .1v n; i f 7 �ul IM I, Al t :,.z 24.04 cq lai i 0tM iu.W5 -4 1`f �a Im r W. z,4 L, 7 7 1 -,.ZB 0.1 q-, 24 (A -5.97' C 19 3C 2 ._.?i2 f}- "MI U 0 .900 649 A, V. -1 v f ' J-1 02' 1 1.7 0 Ic,5 .2 tIO �—s 7Q4 h + Ll J1 'P rl"L i i, i.� I l�J f 4, J i� I 51,2 1UL L 0, j, 0i j W)b 11 1 7 t I fl A 5t,6 V-J p -1fi -Y, f -4,c. V,4 14.'S 1 T 01 12 4 i.V , `''3.9 „ �o J.J. 4a 44 J,),41 i L....8.`• rl' t I fi IT! A Qfu i ?i A q . i-e 0 Cl.A 41.1'!' :5. 47 1 T qci :A, iZ cl -c ,I- 4.. S ifiZ - In ' 7 -a 7 : i3 �,v ,-'6,5 44,25 1.91 j.3,' i5 F,)f! 52 r L r r. 4 ri L Z5 ..... ... o n. ii -A A. .-Y a a:f: EEL D, E.,i ",w uffd !'Plol Nu. UZ- r.�t: N" u K L -j L. R r P-. - ,_trY A"P6 15}81D'S r, ,(^:-, hwo,u Putt �wnO plf,+t flu L; 11, 6.45 N 0 16 A DiD f". i.Ocl csQ 720 25 7 M.5 12.24 5 mO 4.;28 j TL 4 1, 0l, 25.0f, II , 4 z4,e A I zov I 5 4.-lu �l 44 0A T-lCu e. N-s� 4 IlAl Z—V L PR2 -n- AddR t a f,�s P En t 4. 7 L r- F3,, 1 1 1 1 L j ()fj T !Mfi f%.2: 1 , vj v 4 58A 21.53 .099 1 5.0 a.Of }0,937 5.62 -0',.43 ,-1,;D0 )'422.47 1 Vl I MR 3',L7 2 a 0.76 --.54 12 1 ,A- 22 27 17 'E LL, —43 5S.' 1,72 2.2� 10, 7.j, .... Af fln 24 24,N 7x 1 S 1� v, �VBE ni.I jtv Dn' uv Fr; 'K-tw T-tal t n- a:, Lenc," S.m.,: v er,-.n cE- u, a pa of P=`YO ,,Cr 1t„`. v'. v, z 73 1 -0 L 7 b” Lj 1 ej T el Vl 1 ;5- 1 tl r'; -1 14.-S �538 0 28 7, 3 1 0q 2 T 3r.. - ` 71 STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION STATE OFFICE BUILDING SUBIMAL CHAKRABORTI, P.E. 250 VETERANS MEMORIAL HIGHWAY THOMAS J. MADISON, JR. REGIONAL DIRECTOR HAUPPAUGE, N.Y. 1 1788-551 8 COMMISSIONER April 4, 2006 Southold Town Hall 53095 Route 25 P.O. Box 1179 Southold, NY 11971 Building Department Attn: Michael J. Verity Reference: New York State Department of Transportation Highway Work Permit#10-05-0430, for Ja-To Building Contractors Inc, to "Reconstruct and Permanently Maintain" side walk , curb, pavement markings and ROW on the south side of Route 25 between mile markers 1528-1530 for new CVS Pharmacy Mr. Verity, The work as described for the above mentioned Highway Work Permit has been completed to the satisfaction of the NYSDOT Resident Permit Engineer and is clear of any holds or restrictions. If there are any questions on this matter, please feel free to call me at (631)727-1731. Kevin E. Matthaei Resident Permit Engineer Residency 03, Riverhead Cc:B.Semone,Planning I LI 3- J - 30 - .- F: ACL= ALL CONSTRUCTION SHALL FIRE INSPECTION MART THE REQUIREMENTS OF THE REQUIRED BEFORE CODES OF NEW YORK STATE OPENING MA PLUMBING ® ALL PLUMBING WASTE 8 WATER LINES NEED 1 / TESTING BEFORE COVERING OFFICE CENTER 66 NESROUTE 66 R `�./ NEPTT UNE NJ. 0393 TEL. (132) 915-2300 FAX, (732) ela-x351 NJ,LIC - 00511 CERTIFICATION OF NAILING & CONNECTION 0uN noNTALT°,a1A,Ra Nr.uc. 02053: JS10 MAIN ROAD � � � � � CVS�p - - - - y ® ® � � � REQUIRED. - h�rmPac SEAL: MATT I TUCK, N"'r, 1192 - _ - - - - - - - - - C �( V FORE N O . 1 // /� UNDERWAITEflS CEflTIFICATE f MIRED If ° 90 BASED ON NORTHERN PROTO TYPE: 8/I/03 MASSA MONTALTO ARCHITECTS PROJECT 002-035LL DRAWING INT DEX PROJECT INFORMATION HANDICAPPED ACCESSIBILITY TEAM MEMBERS Af�CW TECTURAL RE ITN F)4T THIS BUILDING SHALL BE INCOMPLIANCEWITHTHEFOLLOWIJGBUILDINGCODES COUNTER GLEARANCE DET. DOOR ACCESSIE31LITY DETAILS TITLE NAME ADDRESS CONTACT NEW YORK STATE BUILDING CODE 2002 - SECTION K0013 - REGONSTRl1CTION CONSULTANT: COVER SHEET "3 04/01/05 (DOB REVIEW) ll �114 (COMPLIES WITH K305, K5, K6 1 KV 3 _ r - - LANDLORD: LAKER DEVELOPMENT MR DEVIN DAL FOS _ C5-2 _ STATEMENT OF WORK r 1 z i 125 HIGH ROCK AVENUE TEL. (518) 306-3747 ORK G5-3 STATEMENT OF WNEW YORK STATE PLUMBING CODE 2002 L SARATOGA, N7. 12866 FAX: _ _ - NEW YORK STATE MECHANICAL CODE 2002 `r .Gq IB^MIN F-IP GROUND FLOOR MERCHANDISE PLAN - NEW YORK STATE ENERGY CONSERVATION CODE 2002 36HAX s0 ARCHITECT: MASSA CENTALTO ARCHITECTS MR JOHN MONTALTO, AIA. _ D-II _ GROUND FLOOR DEMOLITION PLAN 02 04/01/05 NEC 1999L OFFICE CENTER 66 NOT USED 3291 ROUTE 66 TEL: (132)918-2300 D-1.2 _ -1.3 DEMOLITION ELEVATIONS 1998 ICC/ AN51 Alll I vIwRAMs GAGED ON aon3 30NEPTUNE, NJ 01153 FAX: (132) 918-2351 D -_ D-1.4 NOT USED ZONING DATA "MIN ARCHITECT MMA CONTACT PERSON MR DONALD GRIN, R4 PROJECT DIRECTOR: OFFICE CENTER 66 MPED MECHANICAL/ELECTRICAL/PLUMBING DEMOLITION PLAN DISTRICT No. : 1000 SECTION 143 _ 3291 ROUTE 66 TEL: (132) 918-2300 _ '�-ZTEAR r - , NEPTUNE, NJ. 01553 FAX (132)918-2351 CK -30 EX 9T ZONING: B, R om 2 ' LOT No. EXIST NGUS: ASSEMBLY 6" MAX BONE s SEI ro GROUND FLOOR PLAN "2 04/0!/05 (DOB REVIEW) s. rwx x (SEE NOTE m TENANT CVS / PHARMACY, INC. MR WILLIAM JACOB BUILDING SECTIONS __— "2 04/01/05 (DOB REVIEW) (BOWLING ALLEY) "MIN BELONU v PROJECT MANAGER CVS DRIVE TEL: (4 011 110-156 1 CONSULTANT: _ROOF PLAN 1 DETAILS SPOUT WOONSOCKET, RI 02895 FAX: (401)652-0201 FLOOR REFLECTED CEILING PLAN _ PROPOSED ZONING: B PROPOSED USE: MERCANTILE / DRUG NOTE NATER SUPPLY AND STRUCTURAL KEVIN C.SOMMONS ASSOCIATES, INC. MR KEVIN C. SOMMONS,P.E. A-4_I _ _EXTERIOR ELEVATIONS 'I 11/10/04 _ STORE owaN PIPES UNVER LAVATORY ENGINEER: 251 Maple Avenue, TEL: (132) 450-8850 -—4,2 _INTERIOR ELEVATIONS - RETAIL AREA BUILDING DEPARTMENT OLASIFICATION 1 NOTES ro BE INSIxATEo A CL X R IF LATCH LAB BOTH Red Bank,N.J. 01101 FAX: (132) 450-8141 A LL05ER t A LATLH EXTERIOR SECTIGN5 AND DETAILS _ "2 04/01/05 (DOB REVIEW) ortlERwlse x = O MECHANICAL/ CLIVE SAMUELS AND ASSOCIATES, INC. MR ANDREW CHR16TIE CONSTRUCTION CLASS C-LA66 IIB (TABLE 6017 ___ A•5.2___ EXTERIOR SECTIONS AND DETAILS 11/10/04 PLUMBING ENGINEER: 4000 ROUTE 66 TEL: (132)643-9666 A-6.1 __ PHARMACY PLAN, ELEVATIONS 1 SECTIONS CELLAR/ BASE FLOOR AREA (NOT INGLU'D TOT GALG'S1 N/A WATER �.LQ�JET �.LEAPANGEEs TINTON FALLS,NJ 01153 _ A-62 ENLARGED PLANS, ELEVATION$ 1 DETAILS -6.3_ _ ENLARGED 1 ELEVATIONS GROUND FLOOR AREA IQ249 sq Pl TEL CIVIL VHB DAVID RS A ' _ ENGINEER: 110 FIELDCREST AVENUE TEL. (1321 51122 0 - 0999 A-1.2 EXTERIOR DETAILS 4 ELEVATIONS 02 04/01/05 (DOB REVIEW) 16^MIN., 16^MAX 6TH FLOOR FAX: (132) 512- 0384 A-1.3 SCHEDULES _2 04/01/05 (DOB REVIEW) SECOND FLOOR OR MEZZ. FLOOR AREA N/A 12" MAX 24"MIN,LENTER ON TOILET FMIPON NJ 01 _ —... — -._—--- 33 MAX:I A-8I INTERIOR SIGNAGE ___ __ 42"MIN "MIN,LENTER ON TOILET A-8.2 EXTERIOR SIGNAGE DETAILS TOTAL GROSS FLOOR AREA : 14,249 sq ft. - 3C MSB BAR TO.GRAB BAR OJTI�.UCTURAL REVISION DAT AUTOMATIC SPRINKLER SYSTEM - CELLAR / BASEMENT N/A 3B"MIN IS MIN,46"MAX. AUTOMATIC SPRINKLER SYSTEM - GROUND FLOOR YES T^ MIN,a•'MAX ✓2 04/01/05 !DOB REVIEWI ALLOWABLE AREA INCREASE ON THE BASS OF PROVIDING A 31,500 q.ft I6"MI� FOUNDATION PLAN AREA LIMITATION FOR II-B SPRINKLERED (TABLE 503) 12,500 s ft. IB^ MAx ROOF FRAMING PLAN / COMPLY WITH ALL CODES O HIGH ROOF FRAMING PLAN LAV J APPROVED AS NOTED NEW YORK STATE & TOWN CODES _ +' S-4 FOUNDATION DETAILS SPRINKLER SYSTEM: 300% FOR I-STORY BUILDING VI 31039 AS REQUIRED AND CONDITIONS OF FRAMING DETAILS DAE-A!�,S,�,�S B.P.# AREA PROVIDED / AREA ALLOWED BY CODE 14,249 sqh. / 50,000 eq.PL LLEAR 4 ? FEE: BY: k� /N fA SDUDIOIDTOWN ZBA 1 _5-6_ G_E_NEFeAL N_o_TES _ FLOOR SOUTHOLDTDWNPLANNINGBOARD BUILDING HEIGHT LIMITATION SPRINKLERED 15'-0' (5 STORY) sPALE - NOTIFY BUILDING DEPARTMENT AT 311yIS G ® _ _ — - - FOLLOWING GAM TO 4PM FOR THE A, f,q SOURiOLDTOWN TRUSTEES NSW J ®I�� FOLLOW INO INSPECTIONS: r �1'-1� T BUILDING HEIGHT EXISTING 14'-0' (1 STORY) - - J 1. FOUNDATION - TWO REQUIRED ry N.Y.S.DEC �I�� MECHANICAL/PLUMP ING/SFIRNKLER REVISICN D4TE E * FOR POURED CONCRETE � STORE NUMBER: BUILDING HEIGHT PROPOSED 31'-2" (I S10R7) 60" MIN 2. ROUGH • FRAMING & PLUMBING ATT _MPED-I.I MEP DIB[DEMOLITION PLAN —_-- --- TRAVEL DISTANCE (MAX) ISPRINKLERED (TABLE 10042.4) 250'-0" 3. INSULATION OCCUPANCY OR ATTITUGK, NY 11952 MAIN RD. M-1.1 _ _MECHANICAL GROUND FLOOR PLAN BARRIER FRES DETAILS 4. FINAL - CONSTRUCTION MUST M USE IS UNLAWFUL -11 a _MECHANICAL CELLAR FLOOR PLAN TRAVEL DISTANGE PROVIDED : 164'-0" cal scale'NOTE. OIAO BE COMPLETE FOR C.O. A�RAMS BASEo ON ILc/ANSI Aln I - IaaB ALL CONSTRUCTION SHALL MEET THE MIlb_ MECHANICAL ROOF PLAN REQUIREMENTS OF THE CODES OF NEW WITHOUT CERTIFICAM M-1.2 MECHANICAL DETAILS t SCHEDULES - TOTAL OCCUPANT LOAD - PER TABLE 6-1 YORK STATE. NOT RESPONSIBLE FOR REVISIONS -__- -- - Irn N — RETAIL / SALES AREA: (30.0 sq ft / PERSON) 65 eq.rt. / 312 PERSONSOF OGOUPANGY REVISED PER DOB REVIEW 4/01/05 P-LI __ PWMBING ND FLOOR PLAN SYM -�0 S LOCATION MAP GROU _ P-1 1a__ PLUMBING CELLAR FLOOR PLAN RECEIVING / CELLAR / STORAGE (300.0 sclft. / PERSON) 1885 sgft. / 1 PERSONS P_-I Ib _ PLUMBING ROOF PLAN _ - J TOTAL NUMBER OF EMPLOYEES: / 15 PERSONS --- _ PLUMBING SANITARY/GAS RISER DIAGRAMS _ll PLUMBING SCHEDULE5 AND R15ER DIAGRAMS EXIT DOOR REQUREMENT IS TOTAL = 394 PERSONS yV14 j' _ ---— CENTERLINE OF COLUMN ( -- — — FLOOD ZONE PLUMBER CERTIFICATI- _ FIRE PROTECTION PLAN -FIRST FLOOR NUMBER OF EXITS REQUIRED 2 �J COM�IPLY WITH CHAPTER"46" ON LEAD CONTENT BEFO 31 fP-Ela FIRE PROTECTION PLAN - GELLAR bm' FU D DAMAGE PREVENTION %'"' CERTIFICATE OFOCCUPA Y FI _ - MIN. DOOR WIDTH = .15' PER OCCUPANT (394 X .159 sok THOL'D TOWN CODE. NOTE TAG REFERENCING SOLDER USED INWATE - -- --- oiAL EGRESS DOOR WIDTH PROVIDED 120' = 1 DOOR a 45' (ENTRY) GENERAL NOTES ON PLANS 24 �l $ � a o SUPPLY SYSTEMCANN DRAWING BY: MMA ELECTRICAL REVISION DATE 2 DOOR 6 36' (SECOND EXITS) aa°< EXCEED 2110 OFI%LEA FIRE RESISTANCE RATING REQUIREMENTS BUILD ENVELOPE REOU19MENTS rw5 BLDG. coMPUE DOOR NUMBER, /� " DATE: 06/18/04 SEE DOOR SCHEDULE \� a - - FOR BUILDING ELEMENTS TABLE 8022(2) W/ THE ENERGY _ E-LI GROUND FLOOR LIGHTING /FIRE ALARM PLAN TABLE 601 NYS ENI CONSERVATION CODE 2002 CODE FOR THIS ZONE f RETAIN STORM WATER RU MMA JOB NUMBER: m2-m35LL NEW YORK STATE BUILDING CODE 2002 PARTITION TYPE ��— ; E-I.la_ CELLAR FLOOR LIGHTING PLAN CLIMATE ZONE = IIB REQ'D PROPOSED PURSUANT TO SECTION IS-1 TITLE: E-1.2 GROUND FLOOR POWER PLAN TYPE 118 SKYLIGHTS N/A N/A /y OF THE TOWN CODE. SHEET E-13 PHARMACYPOWER PLAN STRUCTURAL FRAME 0 SLAB OR BELOW GRADE WALL R-0 R-0 (ASSUMEDJ `1 _ �m ��V � �li � _ E-14 PHARMACY POWER INSTALLATION (COLS,GIRDERS, TRUSSES) WINDOWS AND GLASS DOORS N/A N/A ELEVATION MARK = 1 �mJ"" M c E-2.1 PART PLANS I ELECTRICAL DETAIL$ 0 00 • "' --' BEARING WALLS GLA55 1230 SQ FL E__ 2 ELECTRICAL 6GHEDULES / R15ER DIAGRAMS EXTERIOR 0 WALL = 1960 SQ.FT. (15.4%) - 'tl1 a E 4.3 EMS DIAGRAM 1 LEGEND --" INTERIOR 0 PF = 0'11 SHEET NUMBER: E_-2.4 FIRE ALARM DIAGRAM / SPECIFICATION$ NONBEARING WALLS/PARTITIONS ROOF ASSEMBLIES 0 _—_ _ EXTERIOR m METAL J015T/TRUSS ENLARGED PLAN DETAIL MARK - 5E-1.1 ELECTRICAL SITE PLAN INTERIOR 0 -CONTINUOUS INSULATION R-20 R-2mE „ 's.( 5E-12 PHOTOMETRIC SITE PLAN -BETWEEN FRAMING R-25 -_/ E 1:- •� .r e4 �II— l! I __- -_ _ ------ FLOOR CONSTRUCTION 0 (INCLUDE BMS 1 JOIST) FLOOR$ OVER OUTDOOR 4 Z0 0-00 HIGH LIGHTED INDICATES INCLUDED DRAWINGS ROOF CONSTRUCTION 0 AIR OR UNCONDITIONED (INCLUDE BEAMS t JOIST) SPACE SECTION MARK ❑ 0-00 NON HIGH LIGHTED INDICATES DRAWINGS NOT INCLUDED - _ __-_ - ABOVE GRADE WALLS R-II R-11 SIM' - SIMILAR 4 FRAMED R-VALUE CAVITY 'OH' - OPPOSITE HAND #ft*lw, STATEMENT OF WORK MA N OFFICE CENTER 66 3291 ROUTE 66 NEPTUNE,NJ, 07153 TEL. (132) S15-2300 FAX (l32) 918-2391 NJ.LIC r 013515 JOHN MONTALTO,AIA,RA NY.LIC.m 070532 GENERAL 4. GENE24L DEMOLITION The contractor will be responsible For purchasing and Installing the millwork for Lima store including millT contractor shall provide and Install new lighting Fixtures and lamps Including but not neceesariltj for the Store-Il-Box, checkout, maneeer'e offlce, employee break room, pharmacy area and end paned to ceiling mounted Fixtures, surface and wall mounted Fixtures, well-washers for Interlor signage, SEAL: A. DOCUMENTS Prior to any work on the exterior of the bullding, the contractor shall be responsible For a temporary This also Includes interior res files for the retell area and cosmetics, aisle markers, and fro ranee Security 9 q g ssed downllghu, lighting trellis, low voltage track Ilghting, emergency Iighung and exit signage, Items Included In this Section are Subject to the Agreement, Contract Drawings General and Supplementary construction fence. The fence will be constructed along street fronting Facades along a city block to protect case. The contractor le responsible for contacting, purchasing, scheduling, Installing and coordinatingdent II htin , exterior bulldln II htin and el n II htin Includln exterior under canto II htin9 9 9 g 9 9 9 9 9 Py 9 9Conditions, all of which are hereby made a part of this sectionpedestrians. If the project Is a freestanding bullding, the contractor shall be responsible For a construction these items and their delivery with Impressions. The contractor Shall supply and Install any required plyrior parking area and site Iighung Including photometrics, poles and pylon sign Ilghting. The fence around the entire site This ma include but Is not limited to reuses of exlstin chain-link Fencin lectin etc. for a com lets Installation,B. STATEMENT OF WORK y 9 g 9 p tractor Is responsible to qurcha,e, schedule, unload and install all Ilghting and lamps, Interlor and construction of addltiondl chain-fink fencing or other barriers Lo ensure proper enclosure of thre construction rior The contractor Is res onslble to rovlde all ower, conduit, witIn , connections, concrete bases ,t,.'="'gym:"�"'I. GENERAL INFOR'IATION alter IF the contractor's means and methods for exterior bulldln work re ulrea them to com letel or artlall The contractor will be responsible for purchasing and InSL8111ng the Steel shelving in the retail area enq p P 9g q q y q y Footin s, rI In etc. as re tilted. The contractor shall contact and coordinate their dative and �nE.(} 5,storage room area. The contractor Shall supply and Install any requlred plywood backing etc. for aMatto with gine etc. account vendor ry / 0�C t 4,,, , TFe drawings and specillcations have been prepared to Indicate a reasonable proximity of the work Involved In close off the sidewalk because the corelruction lance may not be of adequate dietance from the bullding to complete Inst&lla flan. The contractor Is responsible for contacting and tiara lna ting these Items and �� k 5. Mph �. perform the work, the contractor shall be responsible at his own expanse to obtain approvals, permits, Fees, delivery with Lazier ,rGV��� 1, re constructing this CV5 as-IS, expansion, relocation end or new building project This project consists of a expediting etc. From the Department of Highways and other applicable local, state and Federal agencies The contractor shall Purchase, schedule, Provide and Install all carpet lite and carpet column wrap 4 ! f'r renovation of this as-Is site Into a 'new' CVS store 29 'expansion' of an existing CVS Into an adjacent as-Is p p p p p . space(a) to create a larger completely renovated CV5 Store and or constructing a new building. Both the 'new' requiring permits and approvals. This work and any Sidewalk closings must also be coordinated with the The contractor will be responsible for purchasing and metalling the Steel cabinets end shelvin at the including all adhesive The contractor Shall contact and coordinate the deliver and Installation with tP o location and 'expansion' locatlon stores will contain Same or all of the following: a pharmacy, a checkout area, a Landlord and the CV5 Project Manager to ensure that the building ownership Is satisfied that no disruption of pharmacy area and photolab area, The contractor Is responsible for contacting and coordinating these Resource America. The contractor shall also provide new flooring Including InfllI FlooringConsistingof tP * � _ adjacent tenants and businesses well occur items end their delivery with Uniweb concrete, metal or woad Framing and decking, built-up platforms, vinyl composition file and concrete dash �-yT 20 �. photolab area, a retail floor area, an employee office, a manager's offlce, handicap bethroom(s), a receiving patching etc � 0 3�' area, abasement/cellar, a mezzanine, await-In cooler area, Storage arses, a drive-the-u, a loading dock, num star ' 0205 9 g p When excavating for and installing new foundation work, the contractor shall hire an Independent Testing Lab to The contractor Is also responsible For all required mlecellanecue millwork Including but not limited to dummy �, ] r7" and compactor areae, a artier area, and Ion sl nes e. Rater to drawings For Items required for Fria project. cnFirm that Subsoil condltlons are adequate to support new construction. If soils are found to be made uata, O,r i.- p parking py g g g q p J q boxes, shims, blocking, platforms and any addlllonal carpentry required to carry out the Intent of the The contractor shell provide, purchase, schedule and Install the pylon ,Ignage whore applicable In - r yyA The pre-bid meeting minutes win be utilized to further define the scope of work If a meatier le not conducted p 9 the contractor shall notify the Architect and CV5 Project Manager Immediately and await further instructions, construction documents. `T -al'OS the contractor shall coordinate with the CV5 PM and archltect the Scope of work For the particular project taeniae! and coordination with Imagepolnl. The contractor shall supply and install the Foundation, being constructed. The statement of work outlined here Is a general overview for these types of projects. Some Son erosion and Sedimentation control measures where applicable shall be Installed In accordance with State and electrical conduit and wiring to pylon Sign location. The contractor is responsible for in displays. scheduling and Installing the eta r Coy header, the Noxell OF the Items Identified In this statement and technical Specification may need to be altered. It Is the contractor's local requirements Including but not limited to silt Filter fence, Inlet protection, trey protection and crushed In-Ilene and the skin care and vitamin displays. The contra reeponelblllty to understand the Intent of trees documents and a theappropriate work to coin complete the atone wheel cleanln ad etc Temporary seeding shall be applied to disturbed areas not subject to p y clot la responsible for contacting and the contractor shall provide, Purchaser schedule and Install the monument slgnags whore applicable In applyp g p p y g pp J coordinating these Items with HMG Worldwide. coordination with Imegepoint. p e contractor shall Supply and install the foundation, electrical conduit and construction and make the necessary adjustments in the work to comply with the intent of the design within the construction vehicle ora FFlc as required at the site, initial base bid submitted to CVS, wiring to monument sign location.Storm ilia mage Facllilles where applicable shall be Installed Including corm Inlets, manholes, piping and The contractor Is responsible For purchasing, scheduling and Installing the stationary header, the Noxell 2. PREBID subsurface detention system etc. The Subsurface detention system shall consist or precast concrete drywalls In-Iins and the skin care and vitamin displays. The contractor Is responsible for contacting and The contractor shall provide, purchase, schedule and install the building and drive-thru menage where laced in crushed stone with a sotextile Imam separating the existing aubeoll from the crushed atone unless coordinating these Items with HMG Worldwide. p 9 p 9 9 applicable In contact and coordlnauon with Imagepolnl The contractor shall supply and install any CONSULTANT: The contractor In preparation wi fila or her bid IS responsible to make their own examination of Montalto Massa noted otherwise on the drawings. The contractor shall be responsible for all dawalering required during Contractors take note: the layout of the walls as noted o t required wood back-up panel, electrical conduit and wirier etc, to these Sign locations. Architects and consultants drawings, any a extent O record drawings available and the existing field conddions excavation for any structures or utilities to be Installed at the Site The contractor shall obtain a Geotechnical Set Fixture dlmenelona govern the overall la out Including on ew Idths The General Contra mer shall Id9 g q p y q p 9 9 o determine through file/her judgment the extent of the work to meet the requirements of the s eclncatione, g y g actor shall layout g q p Report showing the ground water level encountered a l the site during the subsurface atealevel , The all wane, soffits, drop cellings, etc., and confirm all dimensions on the plan Discrepancies (IF any) or Cv5/51g Apple Signs shall provide and Install all wlndow display signage. The contractor shall provide the win s, end contract. This Includes dimensions noted on drawings, end ocher visual known conditions affecting contractor shall also consult other public sources to determins Seasonal high round water levels. the work q 9 9 deviations from the Architects plans shall be noted n the plans and brought to this Immediate attention of and install all required supporting well construction, cleats, blocking, hardware, Fasteners and hmahee and the Architect and the CVS Project Manager Once this task has been completed, the General Contractor all required electrical condull, comections, circuits, etc as required for a complete Installation. Before Submitting a bid, An dimensions and conditions shown and assumed on the drawings or any existing The scope of work requires selective bullding demolition by the contractor Including but not necessarily shall call the Architect and CV5 PM For a field visit to confirm the layout. The GC shall not erect any walls drawings provided by the Landlord, architect, and or CV5 must be verified at the site by the contractor prior limited to the Following Items where applicable, the removal of all partitions as delineated In the drawings prior to the Architect's and CV5 PM's approval of the layout. Once again, the General Contractor The contractor shall provide, urchase, schedule and unload end Install the compactor where applicable, to submitting a bid The contractor shall not scale the drawings to determine the dimensions In addition, the Including removal of all Interior doors, ffameS, sills, hardware and other miscellaneous com onentel the removal n actor must, q p p pp p prior to the erection of all walls, layout discrepancies partition adjustments t etc., as delineated on the plane and Inform The contractor Shall be responsible to contact and coordinate the delivery and installation of this unit contractor shall verifythe above noted Information before ordering an material and prior to an work the of tallier systems including rid, tiles sum board canines, taster canines, seconder layers of calling with Accurate. The contractor shall provide and Install the Compactor concrete ad the chs In-fin 9 y q y 9 g y g g - gyp 9 p 9 y y 9 MMA and CV5 of any apparent appropriate adj or adjustments that are required. CVS and MMA well then p p p k Force performed. No claims for extra compensation, based on Ignorance of the visible or Implied conditions will je construction and all associated framing, lighting and associated hardware as delineated In the And the determine how to make the ro date adjueLmenta to the len enclosure end compactor ken Including the dote-door frame, Push button lockset, Fused disconnect, considered. Any discrepancies or errors in the documents must be reported to the Architect and CV5 Protect removal of built-up platforms, temps end stairs, cutting, chopping and patching of uneven floors and removal pp p p conduit and wiring etc, as required, Manager Immediately No changes In plane, elevations, details, or dlmenalone are ermiealble without the consent of of floor Finishes not required for new construction This Includes atchm of the floor at removed partitions,q q p 9 p The contractor shall provide all new Interior partitions including gypsum board, metal and wood studs and the Architect and CV5 Project Manager. Should the contractor Fail to notRy the Architect and the CVS Protect new openings and removed shelving. This also Includes cutting For utility trenches For piping and conduit for furring, mortal channels and runners, wood blocking, concrete masonry unite, Insulation, and sound attenuation Manager within reasonable time, the contractor shall be held responsible for the cost of rectifying errors. Slab-on-grade conditions at the checkout pharmacy, photolab, restrooma and employee office areas. IF etc. This also includes but is not limited to all paint, vinyl well covering, plaster, paneling, and wallpaper The contractor shall purchase, schedule, supply, unload and Install the dumpater The contractor shall access 15 available from below the Floor slab within a cellar or crawl space For example, core holes may be finishes etc. as delineated In the drawinge. provide and Install the dumpster concrete pad and chain-link Fence enclosure. The contractor shall thoroughly read the technical 6peamication, supplementary specification sections, pre-bid Substituted for the trench, as long as time application Is approved by the CVS PM and architect but all work meeting minutes, review the drawings, visit the site and familiarize himself with the site and bulldln prior to at the floor slab must ba coordinated with the Landlord and Landlord's Structural engineer to not compromise Where applicable, the contractor shall provide code compliant handrails Including all locations r g p l c p p g requl ed The contractor shall purchase, schedule, provide, unload and install all salsa required at the Pharmacy submitting a bid, address all concerns at the pre-bid meeting and confirm, by reviewing the drawings and Fire Integrity oppe of the floor or any utilities burled within r In addition, these floor [n ccorcian must be by local codas hooter jurisdiction and at the discretion of the local bulldln Inspector, whether and Manager's Office The contractor shell be responsible to contact and coordinate the deliver specification Ices that all sections, Includln su lementar sections, are Included In their bid acka es and that fire-oto ed completely end inspected prior to other work that may conceal It. In accordance with g g p p y CONSULTANT: p g g pp y P 9 bl p y p q y darned ted de ilia drawings or not. This shall Include all fabrication, welding, hardware and blocking etc. end Installation of the se fes with C55. all sheets In the specific Sections are also Included. applicable Building Godes this fire-stopping Is subject to an Inspection and must be reviewed by an This IS a code related Item that will be reviewed by the Architect and the building Inspector during final independent inspection company for New 7ork State projects prior to closing up the Work Fellure of the Ins actions and must be Installed properly. The contractor shall urchase, schedule and coordinate deliver and install the storefront and Any conflicts that arise during the contractors review of these drawings and SpeciFicetlone and the actual Field K' p p y p y General Contractor to Schedule Inst ,tion, or to Met 81211 ale which result. In elLlnr delaya or additional hermac roll down rllle(s) The contractor shall contact and coordinate this with OMI The contractor conditions shall be brought to the Immediate Attentlon of the Architect and CVS project Mena er In written Form, q y 5 g j 9 r t associated of with the removal and r t sir ctl of It Including re Irap tl III becomethe f II The contractor will be responsible la to provide, unload and Install where applicable the automatic bldOld la to supply and Install all support structure, conduit, wiring, end electrical comecllona etc. The rule This well permit all bidders to be aware of the confllcta and also will provide each contractor assurances that all Ip p pp g re pnelblllty of the Ge ,rel Contractor el no eddltlonel coot to Cv5 or bi- artier entrance doors. The contractor is responsible For contacting, purchasing, schadullng end manufacturer Is to provide shop drawings prior to fabrication. In addition, the grille manufacturer and bonders are Including these conflict resolutions with In their bids This will help ensure a level playing FIeId for all p g coordinadn these doors and their deliver with Stanley Automatics. The contractor shall provide the contractor shall confirm with Cv5 Protect Manager and Architect that layout of millwork Is correct on contractors submitting a bid. g y y the drawings and coordinated with the rule prior to rule fabrication yIF confirmation is not obtained rough opening Including blocking, flashing and sealant and Install the ghee/glazing and caulking requlred 9 9 p 9 This project well be awarded as a single prime contract. This contract includes being fully responsible for all This demolition also Includes the removal of all existing equipment for HVAC unite and dunnage, coolers, etc, but a con Flict arises agar Fabrication of the grille, the GC In a9e,datln with the grille manulactureq work outlined In the contract documents. The scope of work Includes but Is not necessarily limited to the Freezers, conveyors, compressors, tanks and boilers, etc., etc„ not required For new constructions the cutting, shall provide a new grille at no additional coat to CV5. following where appllcables architectural work, structural work, mechanical, plumbing, electrical, sprinkler work, capping and removal of all obsolete mechanical, electrical and plumbing utilities and fixtures and telephone The contractor will be responsible to provide end purchase, echedule and Install where applicable the coordmatlon and Installation of energy management syStam, coordindtlon and Installation of fire alarm and service In coordination with the Landlord and utlllty companies. This work shall be performed OFF hours, unlees drive-Lhru window when the drawings call for a 4' bump out Style drive-Lhru window or similar with a Where applicable, the contractor shall purchase, schedule, provide and Install the walk-in cooler unit sprinkler systems and Signage, music system, computer and data Systeme, conveying systems, security alarm work, otherwise directed by the CV5 PM, to the greatest extent possible and Includes the coordlnatlon of any pass-through drawer unit. The contractor la responsible to coordinate delivery with Stanley Automatics, Including the box, doors, glees, and condeneer5 The contractor is to Supply and install all support site work including construction Fences and barriers and any other eyslems required by CV5 if applicable. The Shutdown Limes required to complete the work with the Landlord and utlllty companleet at the exterior purchase, schedule, unload and Install the unit lncluding any miscellaneous blocking, Flashing and cartrentr structure, power, conduit, wiring, end electrical disconnects etc. as required, The contractor Is to contractor shall be responsible for all other Items Included within the general requirements, technical storefront, the removal of all storefront glass, mullions, roll down security shutters, grlllea, signage, doors, Sills etc. for a complete Installation. The contractor Is also responsible For providing conduit From electrical contact and coordinate the delivery end Installation of the unit wlth Master-bill. specifications, drawings and loading documents. not required for new comstructiont at the roof, the removal and patching or all unused roof penetrations at disconnect to interior location or push button control unit. removed equipment Including ducts, akylights, vent&, conduits, curbs, dunnage, pitch pockets and other The contractor shall purchase, schedule, provide and install the reach-In cooler and freezer units In the Contractors take note: all exterior elevations are reviewed end approved by the Landlord and CV5 personnel. miscellaneous penetrations not required by new constructiont at the roof, the removal of damaged roofing The contractor will be responsible to provide and Install where applicable the drive-Lhru window when the retell area Induding the cooler/freezer unit Itself, doors and glass. The contractor Is to supplyand All exterior and Interior paint colors and Finishee that dlFFer from the CV5 Prototype shall be submitted to the membranes, copmg, flashing, counter Flashing, termination bare and other associated hardware as delineated on drawings call for a 6-IQ' flush slicinget le drive-thru window or Similar with two cabinet$. The contractor Is Install all support structure, power, conduit, wiring, and outlets etc as required. The contractois to y contact and coordfnate the deliver and Installation of the unit with Beverage Air. CVS Protect Manager For review and approval. If elevation and color IS changed From Landlord approved the drdwingsx also at the roof, the inspection of roof layers Ie required. Upon obtaining Landlord consent, a responsible t0 coordlnets dsllvery, purchasing and scheduling with Diebold, unload and Install the unit y g drawings, new elevation and color shall be reviewed and approved by the Landlord and the Gv5 Project core sample shall be taken to determine the number of layers on the roof. If two or more layers exist on the Including any miscellaneous blodalng, Flashing and carpentry etc. For a complete Installation. Manager and Architect roof and the CV5 work calls for a new membrane to be Installed, complete tear off demolition of the exlating GC shall purchase, schedule, and supply the rafrlgerator requlred within the Pharmacy area and roof(s)must occur unless directed otherwise b the CVS Project Maraear. At this point the new rooFln and Where applicable, when the drawln s s edF a Fixed lass storefront-t e drive-thru window without a employee area where applicable. The contractor Is responsible for providing and Installing the 3._PRE-CONSTRICTION 1 PER'71TTMG membrane work can begin If only ane exlsting layer Is found, the contractor must vemry that the exist roof drawer ni, the contractor shall provide and install agtypical Storefront mulnon and glass system Including electrical power and outlet. Coordinate with CVS PM prior to submitting a bid. The contractor shall apply for and obtain all required permits lncluding all government approvals and Fees assembly has the required U value required by applicable code. IF It does not, polyoaocyanurate Insulation blocking, flashing and sealant etc. as requlred. This system should match Storefront System Installed CVS/ requlred to obtain these permits. This shall also Include all expediting fees required to complete the permit board must be provided under new roofing membrane to meet applicable codes whether dellneated on the throughout the building unless noted otherwise on the drawings Where applicable, the contractor shall purchase, schedule, and provide the F111maeter water flltratlon applications and pull the requlred permits. The Architect will only be responsible for required signatures on the drawings or not Then, patching and preparation work shall begin for the new membrane! the cutting of new System In coordlnatlon with IMS, The contractor Is responsible to Install this equipment in conjunction 5utlding Department applications Forms prepared by the contractor. penetrations For ducts, vent$, louvers, grilles, conduits, piping, doors, escalators, conveyors, stairs through any Where applicable, the contractor arson provide, purchase, Schedule and Install the exterior roll-down with the plumbing work and also Including all elec6rlcal wiring, power and Connections required. roofs, walls and Floors as delineated In the drawings. Demolition may also Include the removal of any structural recelving area door as manufactured by the Overhead Door Corporation Including steel angle head end elements Including columna, beams, glydere, Structural slabs, bearing walls, mezzanine structures etc The jamb as well as additional miscellaneous carpentry For rough opening. The contractor shall also provide The contractor shall purchase, schedule, provide and Install the baler unit The contractor shall contact NEW or New York City (lncluding the Five Boroughs) stores, the General Contractor (Gc shall Immediately after v contractor Is to be sure that proper shoring is provided to minimize the risk of accidents. Every precaution the padlock for this door. Pad lock Shall be keyed as directed by the CVS PM. and coordinate the delivery and installation of the unit with ver-tach. The contractor Is to supply and NEW STORE project award submit to MMA Architects the Department of Buildings (DOB) Tracking Number For the General should be taken to ensure IIF, and safety and monlmlze damage to properly LL41en Structural work is Involved Install all support structure, power, conduit, wiring, and electrical disconnects as requlred. znro ac w,lr, Contractor and the Street Obstruction Bond s0 that MMA can prepare end File the necesser the contractor le reminded theta Ileenead Professional EnMlnser of the state where the proleet is elted mules The contractor Shall purchase, schedule, supply and Install the retail-to-stockroom door as manufactured C app atlon5 and forms for permit. Once the forms have been composted by MMA, the forms well be forwar ed a retained review and a Seo ! o The r s o obtain n and by the Ellaaon Corp. This door assembly conte lens a prefabricated door, Flniehee, hardware, viewing Where applicable, the contractor shall purchase, schedule, provide and Install the conveyor unit. Thin STORE NUMBER: 3105 ,o the enerel Contractor for appropriate signatures and notaries. The GC Is Also reminded that they a Archl va ri r I o panel, kick plate, etc In addition, the contractor Is responsible for all other required blocking, framing, contractor shall contact and coordinate the delivery of the unit with A-prime The contractor Is to esponsl le For coordinating the necessary signatures with their contractors MMA will only file and o aim doorframe and Finishes etc, at this door location. supply and Install all support structure, power, conduit, wiring, and electrical dlaconnects as required. 9570 MAIN RD. permits w all this paper work has been returned fully complete and executed by the GC. If a frac ng number Where applicable at exterior of building, demolitlon also Includes but is not limited to saw cutting, chopping 'or the meth teal work la not provided at time OF CVS protect award end the GC does not wan o FIIe the and removal of existing paved and concrete Surfaces for work near the storefront facade, Sidewalks, parking The contractor shall purchase, schedule, provide and Install all other doors Including Interior, exterior, Where applicable, the contractor Shall purchase, schedule, provide and install the 10" pneumatic tube MATTITUCK, NY USS nechanlcal war under trait trackln number Chien th g e GC shall bs responsible for flung end obs Hing their own area, miscellaneous utility work, site lighting, partial building removal, compactor ped, dumpater pad, truck wood or hollow metal doors not noted above, Including all finishes, blocking, and hardware etc, The delivery System with audio. The contractor shell contact and coordinate the delivery and installation nechanical permit. IF the GC decides to pull permits for the mechenicel work al a later date GC must dock, foundation work etc. The contractor shall probe and Inspect any Interior floor areae and exterior areae contractor shall provide and Install hardware for all doors as manufactured by Best Access Systems. All of the unit with Diebold. The contractor is to supply and Install all support structure, power, conduit, 'orwerd a copy of permit o MMA. This will ensure that the permit has been pulled and MA will ba Is to slated For cutting, chapping, excavatlon and removal. Contractor take note. unforeseen conditions have exterior doors delineated on the drawinge shell Flt within Lha exletmg conditions and be Installed g,to wirinand electrical connections as required. obtain the aqulpment se permits at the completion of the protect GY9 cemot Stress o h he oto Ce been encountered At previous CVS Stores where conditions such as sub-basements, hidden vaults, hidden match the existing storefront In color and finish REVISIONS: pf ha I u to date a car act trackln mmbere street ob lructlon bond Informetlo a the co reclneee of structure and burled utilities were unknown and not accesalble to the Landlord, CV5 PM, Architect and Where appllcalla, the contractor Shall purchase, schedule, provide and Install the 4-1/2' pneumatic tube he neceeear FOrme. CV III not tolerate dole B when It comae to Ildln art t a tavola. Engineer. These conditions are them Found or uncovered during demolition and the contractor Is responsible where applicable, the contractor shall supply and Install all exterior wall construction materials Including delivery system, 2 way CCTV and open/closed Are Ilghte. The contractor shall contact and coordinate to provide remedial work at these locations. The contractor Is reminded that they should always assume worst but not limited to brick (by Pine .-an), CMU block, stucco, EIFS, back-up Framing, plywood, blocking, the delivery and Installation of these Items with NES. The contractor Is to supply and Install all support n Naw York Gty, permit prat urea shall ba ore Indicated below. In addition, if awinge and or documents are case scenario when bidding and during demolition and construction and muse probe these areas before any concrete, formwork etc. as delineated In the drawings, structure, power, conduit, wiring, and electrical corrections as required. squired by the bullding depot ant for any of the following Items Lha genera contractor Is responsible for major cutting or digging, All cutting, chopping, excavating and removal shall be stopped If unexpected obLeming and paying For such Ser Ices lncluding outside consul nt gine ng services. utility conduits, structure, reinforcing steel or other Impediments are found The Architect and CV5 Project Where applicable, the contractor shall purchase, schedule, provide and install a new storefront system as The contractor shall purchase, schedule, supply and Install all wiring and equipment connections for the Manager shall be contacted Immediate) for further Instructions on how to Proceed The contractor ahall await manufactured b Kawneer unless otherwise approved b CVS PM and or n Lchln an exlstin storefront P.O.S (point of sales)a stem. The contractor shall contact and coordinate this work with Intelex. The a MMA will Obtain general construe n, construction Fence, and al d equipment use permits. Upon permit g y p y pp y g g p y Submission MMA will forward to GC r posting at the s. these instructions from Architect and should concentrate on other areas of work until such Instructions arrive. system THIS Includes all mullions, finishes, sealant, blocking, and hardware etc. For complete Installation, contractor Is also responsible for supplying and Installing all conduits prior to the cabling work The contractor shall also protect the public, subcontractors and workers From any areas In question In order a. GC la responsible For obtaining plumb) permAS a d e - tom DOB to minimize any risk of accident, Injury or property damage. Where applicable, the contractor shall provide and Install all atorerrort panels Including but not limited to The contractor shall purchase, schedule, supply and Install all wiring, equlpmsmL connections and the a. GG is responalble For obtaining eleculca stmt s n- FF from Board of Electrical Control. Spandrel glass panels, kynar-on-alumonum Insulated panels and kynar-on-steel Insulated panels as phones for the telephone system, The contractor shall contact and coordinate this work with Asbestos and hazardous materials may be present In the areas delineated for demolltlon, cutting, removal or manufactured by Mapea Industrlee. Refer to drawings for additional Information Executor, The contractor is also responsible for supplying and Installing all conduits prior to the a. GC If required Is responsible For Filing of ap atl , taming approval, signed and Seelsd drawings, patching. If hazardous materials are found during demolition or construction the contractor shall contact the cabling work permit and sl n-off Fors sprinkler Architect and CV5 Project Manager Immedlatsl to coordinate Its proper abatement In accordance with all Where applicable, the contractor will be responsible for urchesin and Installln the high Impact A 5 DRAWING BY: MMA p 9 p J 9 y p p qp P P 9 5 9 F' B applicable local, state and federal regulations and codes having Meg be ctipossible The contractor shell leave any ppIanel$. The contractor shall contact and coordinate their delivery and other Aslatlan with Vecon The contractor shall purchase, supply and Install the energy management syatam (EMS) Including _. GC In association with the Fire Alarm V-4 le tee ns lisle For the Flling of apgll,ail,ns, Obtaining of suspect materials undisturbed to the greatest extant po551b1e It may ba possible to encapsulate certain IrlduatYles This Includes all requlred blocking, Fasteners, sealant and other associated components. electrical sw ltcngear and the lighting relay panel The contractor shall contact and coordinate this approvals, signed and sealed drawl��s to end 'nal ,Ign-off for the Fore alarm system with the areas of suspect material as long as it remains undisturbed during demolition and construction, thle will only work with CPC and Neaco The contractor le also responsible to supply and Install all wiring, conduit DATE: 06/15/04 Department of Buildings and the FirµQ�De artm L. be permitted after approval as been given by the environmental engineer licensed within the state where the Where applicable, the contractor shall purchase, schedule and Install all exterior column enclosures as and connections etc required for complete Installation. n New York City, the contractor Shall b n pay For Chir arty Independent controlled Inspections as work IS delrg performed and IF permitted by law CV5 and the CVS Legal Department may take action to manufactured by vacutorm Industries (CV5 National Account). This Includes all required blocking, Fasteners, The contractor Shall purchase, schedule, provide and Install the security alarm and Fire alarm systems squired by the New York City D � o ulldings (DOB) follows The General Contractor shall abate these materials or employ the contractor for such work Contractor shall coordinate with CVS Sealant end other associated component& Including monitoring devices, pull Stations and fire transmitters MMA JOB NUMBER` 02-035LL schedule all controlled Inspections th th ndependaii Testing L oratory All work reoulrlm Inspection "ll Construction Project Manager and the environmental engineer prior to perrorming Any work General Contractor / Fire Alarm Vendor take note OF the following: toe apgoved and a Tee c on I Ity Form - Issued prin to thes work callingcovered with f The contractor shall purchase, schedule, provide and Install a new ceiling and grad system. Calling grad TITLE: @. cON9TR11cTION y- y 9. gyp 9 g P p p y- 9 p g ,distraction, a f fin r e e e t a rov h I and la In tae as manufactured b Armstron sum board ceilln s and framin o corn a res on The ,neral contractor must coordlnela with the CV5 Fires alarm vendor (AFA)prior to Submitting a bid s ther dela S or addltio a costa ore elated with the re ova and re ruction of Items will become the fu The stops of work requires Interlor and exterior construction supplied and Installed by the contractor unless cellings, soFllts, valances, exterior dries-thru ceilings and canopy telling etc. Contractor take note, after to determine the extent of the work being performed by the Fire alarm vendor. All Items not being - ('� III - f noted otherwise Induding but not necessarily limited to the following Items. In addition, please refer to the demolition of the exlating space and all existing Items that ere remain are Identified, this contractor must provided by the CV5 Fire alarm vendor (AFA) shall be this reeponelblllty of the general contractor as STATEN' `T "' F `TM�' !� .he e f Ion wl I be o C r c o The goner contractor's project controlled speCIFIC&Llon Section 01610 For all National Account vendors required For the Items below. determine the greatest calling heights that can be achieved In each area and or space within the sore. It part of the bass bid regardless If It shown or not, on the drawings or Indicated In these ns ection procedures could duds but are not meceellll limited to the foil In Items and the contractor Is is CV5'& objective to maintain tallier heights that match the prototype heights to greatest extent specifications The eneral contractor Shall contact AFA prior to Submittin a bid, end AFA at that P p y g 9 9 p yp 9 9 p 9 p 9 esponsible For determinw filch InepecLl,na ere applicable. a eon t s n a ertia II f Where applicable, certain Items are always provided and Installed by Cv5/pharmacy These Items are Identified possible regardless of what Is shown on these drawings. Because this IS an AS-IS site and not all calling time, shall be responsible to Outline the requirements, the general contractor will be responsible for. SHEET NUM e ufred controlled Ins tion re applicable, The Colles o Is tee oneible to 0o ciinats thls with the T - In Specification Section 12000 and are partially listed as Follows: plenum Information was available during the design phase or could be vert Fled, the architect and engineer E BER: o determine their red Controlled In6pdottli have made assumptions regarding telling heights Illustrated In the drawings It Is the Contractor's The fire alarm vendor's responsILIHILIes are limited to Installing monitoring devices, pull stations, fire Shopping carts and hand • Blinds - Commercial Drapery responelbility to notify the architect and CVS project manager immediately after demolition and Inform transmitter, etc., and developing the necessary signed and sealed pians For filing with the department G5 - 2 ^ _ ^/ I. Welding h Concrete teat cyllndem5 baskets - Carriage Trade • Cash drop boxes and drawers -Imprelsalore him/hsr that raised ceiling can be accommodated. IF the architect and the CV5 PM Is not contacted by of bullpines, fire department, base building landlord and any other agency having jurisdiction or �/� (. High strength Oita I. Sprinkler test I Janitorlal supplies - United East - Pharmacy automation the contractor, the architect along With CV5 assume$ that adjustments are not posalble. IF the contractor authority over this project, all expediting fees, permit Paas, etc All other Incidental work such as minor ; Spray-on fir proofing J. Stand pipe test - Wire products - Spencer (high volume Rx only) -Innovative falls to notify CV5 and or the architect, and later CVS and or the architect confirm that adjustments electrical work required for Cnnections to fire alarm control panel, electrical support wiring for a Load Be ng Masonry Units k Fire alarm test • Fax machines - Sharp • Hardware and software could have been possible, then the contractor la responsible for adJuating the ceiling at no additional miscelleneous devices, junctlOn boxes, conduits, etc,not usually within the fire alarm vandor's capacity COMMENT5: I. ReIrN d Masonry I See TR-I for a ddltional � Frame relay for P05 system - Intelex cost to CV5. This Includes all labor and material costa, and as may be required by union trade restrictions shall be the responsibility or the general All c trete Inspections, which may be • Rx 2000 system • Order guldes "I and 12 contractor. q. Cor? rete design mix required For this project, AM MA NSTATEMENT OF WORKW N OFFICE CENTER 66 3291 ROUTE 66 NEPTUNE, NJ 01193 TEL (132) 918-2300 FAX (13 2) 918-2351 IU LIC ' 013515 JOHN MONTALTO,AIA,RA LTLII r 020532 5. CON5TWiCTION - 'CONTINUIED - C6-2After the HVAC system Installation, the contractor must have the system tested and balanced by a I. PROJECT COMPLETION D. ACTIONS OF OCNTRACTOR'5 PERSONNEL certified air balance contractor and d report must be submitted to the architect/anglli For C The contractor shall purchase, schedule, supply, unload and Install the dumpBLef. The contractor shall review and approval. The contractor must also have the System Checked after startup b the At the completion OF the project, the contractor will be responsible for the entire repair OF the site sufroundin I. It Is Btrletl Forbidden For do workman t0 act In an manner Injurious to Indlvlduele In the building SEAL: provide and Install the tum star concrete ad and ahain-Ilnh fence enclosure. pp y p y p p j p p g y y y g p p p manufacturer's factory employed quality control field service representative Power, gas and the this project impacted by the new construction. This repair work shall Include but not necessarily be limited to the or on the premises. Anyone employed by the Contractor who violates this rule shall be Instantly EMS shall be operating For 24 hours minimum prior to checkout. areas Impacted and damaged by the contractor during construction. These type of repairs Include replacement dismissed. No Inebriated person shall be permitted on the promises, or shall any alcoholic The contractor shall purchase, schedule, provide, unload and Install all safes required at the Pharmacy OF damaged grass areas, sidewalks, pavement, curbs, adjacent structures, etc. beverage or other prohibited substance be brought onto the properly or consumed on property. and Manager's OFFIcs The contractor shall be responslble to contact and coordlnale the delivery Where applicable, the contractor Is reminded that they are responsible to determine how to get the and Installation of the safes with Sterling (In NY) and CSS lin NJ). HVAC unite on the roar, This needs to be coordinated with the Landlord and his roofing contractor As desired b the CVS Project Mane ar, prior to one year From substantial completion the CV5 Project 2. NO dialogue is permitted between construction workers and landlord building tenants. ELY prior to the work being erformed. CV5 will not accept o change order For additional costa y j g p y p j g p g 1 R h p 9 p p 5 Manager will assist In the resolution h the contractor's Obligation under the one-year warranty and guarantee y15 y;qo/t, The contractor shall urchase, schedule and coord hate deliver and Install the storefront and because the contractor felled to confirm how this Is to be done The contractor Is also responsible Cy C� vt• F' 9 Yon CV5 will conduct in conjunction with the contractor, approximately eleven months after substantial completion or 3 The landlord's ma lntenence crew while Inside the base building must escort construction workers ,r4 .� T J hto su roll down nllall s The contractor shell contact and coordinate coo with OMI. The contractor to field d a and coordinate all dimensions before fabrication of ductwork All ductwork will be pharmacy g y final payment, done-year warranty Inspection. Tha contractor shall then be responsible dna submit a written report Is to su and Install all support structure, conduit, whin and electrical corrections etc. The rule fabricated according to SMACNA uldelmee and ubllca tions. The contractor is also responsible to C pp y pp g• 9 9 9 p p to the CV5 Project Manager on the Flndinge. The contractor and all the contractor's thecssaryrespective trades shall 4 Thera Is no smoking on property le all times unless otherwise permitted by the landlord. Anyone manufacturer Is to provide shop drawings prior to Fabrication. In Addition, the grille manufacturer and provide and Inata 11 proper structural support For rooftop units, This may Include but Is not Ilmlted to have a representative attend this walk-thru and shall be respone ibis for matin the necessary repairs as art Of caught smoking will be asked to leave Immediately. p 9 y P p 9 contractor shall confirm with CV5 Project Manager and Architect that layout of millwork ie correct on steel dunnage, other steel work, reinforcing of existing structure, miscellaneous roof work and the bees bid The contractor will be contacted by the CVS Protect Manager to schedule this appointment. the drawings and coordinated with the grille prior t0 grille fabrication. IF confirmation Is not Obtained concrete work etc. 'Sr . O 5 The contractor le responsible for clean up by crews dl all Limes (Including weekends)a) Back a\` 20rb 2 but a conflict arises Grille t no a tion of the grata, the GC In association with the guile manufacturer, The new domestic hot water piping to the photolab sink is supplied from an Instant hot water heater At the completion of the construction project, the contractor shall deliver to MMA all redlined drawings, testing charging will Lake effect For any clean up by the Landlord custodial staff, CVS or any other C�\^� 3 shall provide a new rills at no additional cost to CV5 "�`. p g Installed within the photolab millwork The contractor shell supply, purchase, schedule end Install the and balancing reports, DOB eignof(e and controlled inspections, and all other Items required to close out the party with controlling Interest On the project roe, Where applicable, the contractor shall purchase required power, electrical connections, mounting hardware, cold water supply contraction, sanitary project, This also Includes but Is not limited to providing remedial work required to close out all punch list , schedule, provide and install the walk-in cooler unit waste connection, PVC dishwasher drain, PVC 'Y' cleanout and silver sponge The new domestic hot Items, DOB violations and objections, Landlord objections and any other comments raised which precludes a S. The contractor and any sub-contractors are reminded that they must maintain a safety programa. Including the box, doors, glass, and condensers. The contractor Is to supply and Install all support water piping to the pharmacy sink employee Office sink slop sink and restroom sinks Is supplied From closed out status. The contractor shall provide to the Cv5 Project Manager all warranties, guarantees, and must have each OF their employees responsible For conforming to the safety standards. structure, power, conduit, wiring, and electrical discwmects etc, as required The contractor Is to operational manuals, submission checkNets etc for all Installed store equipment. contact and coordinate the dellver and Installation OF the unit with Master- anew 10 gallon forced combustion type, hot water heater In the receiving c storage area usually y blit. mounted above the slap sink - see the drawings for exact location. The contractor shell provide T. Contractors shall wear proper working attire At all times. all required piping, connections, mounting hardware and associated components For a complete C. RELATED REQUIREMENTS SPECIFIED ELSEWHERE The contractor shall purchase, schedule, provide end Install the reach-In cooler and freezer units In the installation OF these heaters. This shall Include but Is not necessarily limited to developing the 8. Any contractors Found using ofFeneive language will be asked to leave Immediately, retail area Includingthe cooler/freezer unit Itself, doors and lass The contractor is to 5u and I. All Sections 9 ct 9 necessary signed and sealed plans For flung with the department over buildings, baso bullding install all support structure, power, conduit, wiring, end Outlets etc. as required ilia contractor Is to landlord and any other agency having jurisdiction or authority over this project, all expediting 9 The contractor Is responsible for all safety measures on the site. CVS and CVS's architect has CONSULTANT: contact and coordinate the delivery and Installation Of the unit with Beverage Air. fees, permit Fees, approvals and eel etc. D. CONTRACTOR'S DUTIES no responsibility whatsoever. GC shall purchase, schedule, and supply the refrigerator required within the Pharmacy area and The domestic cold water to all sinks and the water cooler will be From the existing building Supply I. Except as specifically noted, provide and pay for: employee area where applicable. The contractor Is responsible For providing and Installing the Imes, new water line or unless noted otherwise On the drewinge. The exlellne system usually provides electrical power and outlet. Coordinate with CV5 PM prior to submIttine a Old, adequate cold/ hot water supply to the new CV5 store. All supply piping is copper and will require a. Labor,mdterlals and equipment. insulation. The contractor shall Field verify the location and capacity of the Incoming water service b. Tools, scaffolding, construction equipment and machinery. Where applicable, the contractor shall purchase, schedule, and provide the Fiquip er water filtration and the location and capacity of the existing water meter and relocate the existing meter and/or q pP p p c utilities required for cbnstruc[lon, system in coordination with IMS. The contractor t rcapoiring, o install this equipment in conjunction provide a new meter and provide new piping as required by the drawings If two or more tenant d Other facilities and Bervices necessary for proper execution and completion of work- spaces the plumbing work and also Including all electrical wiring, power and connections required. spaces are being combined to create the new CV5 store, multiple maters and systems may exist and a Permits, Inspectlons, etc. which may be required by governmental agencies having Jurisdiction, must be combined Into One service with one meter. The contractor must coordinate this work with the The contractor shall purchase, schedule, provide and Install the baler unit. The contractor shell contact local utility company for proper Installatloo. This shall Include but Is not necessarily limited to 2 Contractor shall be responsible for all. and coordinate the delivery and Installation Of the unit with ver-tech The contractor Is . supply and developing ings,g the necessary signed and sealed plans for flling with the department of buildbase a Cutting Install all support structure, power, conduit, wiring, and electrical disconnects as required. building landlord and any other agency having Jurisdiction or authority over thlB project, all b Patching Where applicable, the contractor shell purchase, schedule, provide and Install the conveyor unit The expediting Fees, permit fees, approvals and 5191 etc. G. Restoring3. Give required notice$. contractor shall contact and coordinate the delivery of the Unit with A-prime. The contractor Is to The new sanitary piping le connected to the existing bullding system or new street connection. The 4 Comply with codes, Ordinances, rules, regulations, orders and other legal requirements OF public supply and Install all support structure, power, conduit, wiring, and electrical disconnects as required contractor shall field verify the location of all existing sanitary piping and provide additional authorities and the Landlord, which bear on performance Of Work, piping, trenching, care holes and other connectlone required to connect new sanitary piping to CONSULTANT: Where applicable, the contractor shell purchase, schedule, provide and Install the 10" pneumatic tube existing locations or new connections at street. All plumbing shall be Installed and tasted to conform 5 Enforce strict discipline and good order among employees. Do not employ on work, un-Flt persons, delivery system with audio. The contractor shall contact and coordinate the delivery and Installation to all codes having jurlsdictlon. This shall Include but Is not necessarily limited to developing the Or persons not skilled in assigned task of the unit with Diebold. The contractor Is to supply and Install all support structure, power, conduit, necessary sieved and sealed lane For film with the department Of bulldln s, base building wirin and electrical connections as required. y g p g p g g 6. Provide CV5 with all documentation required to complywith reporting requirements Of g' q landlord and any other agency having Juriedictlon or authority over this project, all expediting governmental agencies having jurisdiction over the rject or part of the project. Where applicable, the contractor shall purchase, schedule, provide and Install the 4-I/2" pneumatic tube fees, permit Fees, approvals and slgnbffb etc delivery system, 2 way GCTv and open/closed lane lights. The contractor shall contact and coordinate The contractor Is responsible to Install, purchase, end schedule the new and or modlFied sprinkler E. MATERIALS the delivery and installatlon of these Items with NES. The contractor is Lo supply and install all support system. Thle shall Include but le not necessarlly limited to developing the necessary signed and structure, power, conduit, wiring, and electrical connections as required sealed plane for Filing with the department of buildings, fire department, base building landlord andWhere manufacturer's name or catalog number Identifies specified materials, It Is done to establish the quality of any other agency having Jurisdiction or authority over this project, all expediting Fees, permit fees, material for the project and Is possibly a CV5 national account Item. Materials submitted For Owner's The contractor shall purchase, schedule, supply and install 41I wiring and equipment connections for the etc. All other In idantal work such ab minor electrical work required for connections to Fire alarm acceptance shall be considered by the Architect and CVS PM, and he shall as the sole judge In deciding the P05. (point of sales) system The contractor shall contact and coordinate this work with Intalex. The control panel, tamper and flow switches etc are by the contractor In association with the Fire alarm acceptabl[ltg of any material required by the project, contractor Is also responsible for supplying and installing all conduits prior to the cabling work vendor. 11. CONTRACTS The contractor shall purchase, schedule supply and Install all wiring, equipment connections and the The gas service to the store For connection to the HVAC Units, duct furnaces, hot water heaters phones For the telephone system. The contractor shall contact and coordinate this work with etc., where applicable, will be from the existing building supply lines, new connection from the street, A. Perform General Construction Work and all related work required by the Contract Documents under a single Executons. The contractor Is also responsible for supplying and IneLalllre all coral prior to the or unless Indicated otherwise on the drawings. The contractor shall field verify the location and lump-sum contract cabling work capacity of the Incoming gas service and the location and capacity of the existing gas meter and relocate the existing meter as required end/Or provide a new meter and provide new piping as III. CONTRACTOR USE OF PREMISES The contractor shall purchase, supply and install the energy management system (EMS) Including delineated In the drawings. IF two or more tenant spaces are being combined to create the new electrical switchgear and the lighting relay panel. The contractor shall contact and coordinate this CVS store, multiple meters and systems may exist and must be combined Into one service with one A. Neither the landlord, CVS, CVS'e Architect And or CVS's Architect's consultants shall be responsible for work with CPC and Nesco. The contractor Is also responsible to supply and Install all wiring, conduit meter unless noted otherwise On the drawings The contractor must coordinate this work with the providing a ears work place For the Contractor, his subcontractors, their employees, or any Individual and connections etc re uired For complete installation.of p local utility company for proper retaliation. All piping from the meter to the HVAC units shall be responsible to them For the work The Contractor must evaluate the work area with regard to safety and The contractor shall purchase, schedule, provide and Install the security alarm and fire alarm eyeteme concealed in wall chases, telling plenums And Above the roar to greatest extent possible unless provide such measures as he (Inds appropriate to ensure safety. Including monitoring devices, pull stations and fire transmitters Otherwise directed y the CVS PM or drawings. CVS/ For as-ae projects controlled by CV5 within New York City, lower New York State and New Jersey, General Contractor a Fire Alarm vendor take note Of the Following- The electric service For a prototypical CVS store shall be 600-amp service unless otherwise B. Confine operations at site to areae permitted by. ) lf� Indicated In the drawings. The existing electrical service may or may not be adequate. The Ike The general contractor must coordinate with the CV5 fire alarm vendor (AFA) prior to submitting a bid contractor shall Field verify the location and capacity of the incoming electric service and the I. Law, Ordinances, Permits. to determine the extent of the work being performed by the fire alarm vendor. All Items not being location and capacity of the existing meter, circuit breakers, servics switches, feeders etc. and 2 Contract Documents NEW ®�� provided by the CVS fire alarm vendor (AFA)shall be the responslbllity OF the general contractor as relocate the existing meter (where applicable) or provide a new meter and provide new conduit as I� part OF the base bid regardlae5 If It shown or not, on the drawings or Indicated In these delineated In the drawings. IF 600-amp service Is available, the contractor shall remove the C Do not unreaacnabiy encumber aIle with materlelB or equipment specifications. The general contractor shall contact AFA prior to submitting a bid, And AFA at that existingwiring, conduit, breaker panels and CT cabinet back to the existing electric meter and D. Coordinate daily work hours with Landlord and confine work schedule to assigned hours. e time, shall be responsible to outline there requirements, the General contractor will be responsible for. g' p g E. Do not load structure with weight that will endanger structure. STORE NUMBER: 2 P q 9 p provide and install new CT cabinet, main disconnect panel, breaker sub-panels, conduit and wiring ee g g � 0 delineated In the drawings unless noted otherwise by the CVS Project Manager and the drawings. IF F. Assume Full responsibility for protection and eafskeeping OF products stored on premises Where applicable and d9 delineated on the drawings, the contractor Shall rovlde new roofln systemtwo G. Move an stored products that Interfere with operations OF landlord, CVS or other Contractors. pp st p g y systems or more tenant spaces are being combined to create the new CV5 store, multiple meters end 9 p p 98Tm MAIN R�. Including but not limited the membrane, Insulation, plywood and cant stupe, coping, flashing and counter systems may exist and must be combined Into one service with one meter unless noted otherwise On H Obtain and pay For use of additional Storage or work areas needed for Operations. Flashing, sealants, pitch pockets, retrofit roof drains, walkway pads, steel dunnage for HVAC unite, and the drawings The contractor shall coordinate with the local utility company and the Landlord any MATTITUCK, NY lnK roof curbs etc. as required for a complete system, disconnection of service. The contractor shall assume that this disconnection and subsequent IV. PARTIAL OWNER OCCUPANCY reconnection will be performed off hours unless directed otherwise b the CVS PM This Includes The staging of roofing materials shall not en permitted on the roof unless the contractor provides a p y A. a some circumstances CVS will occupy and use the $ditties adjacent to the contract areas removal of the Gi cabinet and meter base and preparation and modlFleatlone to other associated dl times duan the construction period. Under these circumstances, Ian and coordinate all statement from a New York State licensed engineer stating that the roof can ding In the roar as electrical equipment for reconnection of incoming service This shall Include but le not nsceseerll g p p REVISIONS: as the . The letter shall For state how the contractor is to proceed with loading of the roof as wall e y FRECactivihiee with the CV5 Project Manager 9 p 9 limited to Filing, coordination and communication with Department of Buildings, babe building as the designated areae For staging. Landlord and any other agency having jurisdiction or authority over this project, Including all B. PRECAUTIONS approvals and 5l5191 etc.permit Fees, The new HVAC system may be designed with multiple options and configurations. The contractor Is expediting fees, Contractor shall provide all sa fetyprecautlOns required and/Or recommended to safeguard the persons In responsible to review the HVAC peeler delineated on the drawings and as described below and the building or on the remises From an Inlur or anger due to his Operations or the operations of en of The staging en permission Shall not an lord or V5 P the bullding r, on the grounds without the g p y y 9 p p t provide all Items required For a complete Installation. Where applicable, any or all of the below Items consent written permisslon of the Landlord or CVS Project Manager. The contractor shall be his subcontractors, auppllerb deliverers em I�Oyeee etc 5a Fe[y precautions shall Include but not be limited me be supplied and Installed b the Landlord, The contractor shall coordinate this with the Landlord to the followin SareL carrier to exclude ersons other than those authorized to be In work area The y pp y responsible for providing all materials, labor end supervision,Drawi equipment end appliances required to g' y p and CV5 Project Manager prior to submission of a bid, R contractor falls to take this step and perform the work depicted In these 5peclficatlons end Drawings. barricade shall prevent persons from approaching the work areas as delineated on the drawings Provide requireB HVAC deelen reviaions during construction, the contractor aL no additional cost to CV5 shall warning &[ansa• safe storage of materia is tools equipment and appllanceat dust curtains Contractor shall complete these revisions for a complete operational Installation. The contractor shall protect All existing Interior rooms, existing building facades, landscaping and not obstruct any exit from the bullding nor shall he store any hazardous materials Buch as palm thinner paint vegetation From damage, construction dirt and dust, water and all other types OF damage resulting gaaoline, gropars. butane, etc. within the building. Any such material shall be kept in sa Fety storage The prototypical HVAC system design Is based on gas-fired heating, electric rerrigere Lion packaged containers and locked a within an a roved outdoor construction Brod If ermitted b code IF From demolition and construction Any damaged items resulting from the work of the contractor shell f' I' 9 rooftop HVAC units controlled by heating and cooling thermostats In the sales area and the pharmacy be replaced to match existing and shall be provided and repaired at, no additional cost to CVS. construction shed Is not permitted by code the contractor shall consult with building dsOar�msnt regdrdlna area and also connected to the EMS (energy maneeement By5tsm). The contractor shall test All equipment noted to remain prior to submitting a bid. IF this equipment Is methods of storage The superintendent or construction shall supervise all deliveries and any truck entering DRAWING 6Y: MMA the bremleee shell be su ervleed when backing u at an time or when mobile on the Bite or entering the site. found to be non-operational opera tlonal at a later date during i construction,cost t the contractor shall replace and ab g—p y g Where applicable, an alternate HVAC system design Is based on a split system with air handling unite All materia is shall be ke t In safe rotec{ed area Workmen shall not enter an unechedulad area Of the reinstall the equipment to match existing at no additional cost to CVS. p p y planum mounted within the telling and air-cooled condensing unite on the roof or other exterior building unless approved by the landlord or the CVS Pro lett Manager DATE: 86/18/84 mechanical equipment concrete pad. Where applicable, the condensing units are cooled by chilled The contractor shall also be responsible to provide photographs during construction. The water from a cooling tower provided to the entire bullding by the Landlord. Heating Is provided contractor prior to any site work shall also photograph all existing site conditions, points or entry, DIRT AND NOISE DUE TO CONSTRUCTION MMA JOB NUMBER: through separate electric heating toll, gas-fired or steam duct furnace equipment The contractor tie-In points, etc. Photographs shall be submitted with each invoice far payment In addition, the C. 02-035LL shall coordinate method of heating as delineated on the drawings with base-building systems and The Contractor shall make ever effort, LO minimize the amount or noise created b his operations V the contractor shall also be responsible with c pifor submitting Architect digital directed by e CV Ibr Project t disk to y y p existing utility service, Landlord, bullding engineer end GV5 Protect Monaster For proper d For rlOn to the CV5 Protect Manager with copies to the Architect as directed by the CV5 Protect Manager remainingeach area Is OF the building are occupied Dirt and dust email and kept From areas not bel ng worked TITLE: existing utlll Iles and Systems This alternate Is more complex to Install but la utilized for reasons In As each area Is completed It shall be completely cleaned swept and washed free of all dirt and duet Including but not limited to a restricted roof area, an Inaccessible roar, Landlord request, possible The contractor shall also attend all scheduled project meetings as directed by CVS Project � � � �� OF ��®� rel kion of noise els. The HVAC units are controlled by heating and cooling thermostats In the sales Manager and the Architect unless otherwise note Fiad. The CVS Project Manager jointly with the I� area and the pharmacy area and also connected to the EMS (energy management system). Architect will chair the meeting, transcribe and distribute Jab-meeting minutes For every meeting. The contractor shall purchase, coordinate delivery, provide and Install the HVAC units and all The prime contractor shall be re5pon5lble for coordination OF all work and will call as many meetings SHEET NUMBER: associated accessories Including but not limited to curbs, economizers, diFFerential enthalpy, burglar with the bub-contractors and CV5 Project Manager as are necessary to resolve any conflicts that bars, smoke detectors, equipment Operation checks, disconnects, ground Fault Indicators, vibration become apparent. pads, thermostat and thermostat guards. The contractor shall contact and coordinate this work with CC York Please remember, the contractor must schedule delivery of the units and coordinate their The contractor Shall also be responsible to have one approved set of all shop all on hand In J rigging. The contractor Is responsible to unload and Install the write Including all required power, the field. The contractor email also be responsible for redlining or noting deviations on one set of conduit, wiring, electrical disconnects, gas piping, connections and gas service etc, approved drawinee for construction. The markings shall be clear and concise and In a legible form and Incorporate all revisions. This wIll provide the CV5 Project Manager at the completion OF the COMMENTS: project a record set of drawings. GROUP FILE NOTES: SPECIAL MERCHANDISING NOTES: LOANS CEILING 06/03/04 PRELIMINARY NEW STORE NOTES - ADDIORIO �-- 9" EATEN, POST PIONEX CAP AT SPLIT GONDOLA, " MODIFIED 119WITH LEVEL 2 VERIFY w/70 LIFE04 MERCHANDISE PLAN WIP.M. RUN - SUPPLIED BY TENANT, CUP, METAL BEV-COOLER_WALKIN_8 IF BLOCKING IS & INSTALLED BY GENERAL CABLE COSMETICS Hi TOP OF CHECKOUT(FLT SCR ) 8'RX CHECKOUT " ALL GONDOLAS ARE 50"HIGH H REQUIRED CONTRACTOR BUTT PGNEX " EXPANDED 14 DOOR WALK-IN COOLER I PANELS AT COLUMNS, 24'GHEGKGUT PHARMACY-(M/N) " TWO 2DR. FREEZERS AND (1) TDR, ICE FREEZER SIDEWALL FIXTURE LITE MA " SEASONAL EXPANDED FROM 120' TO 128' SIDEWALL FIXTURE LITE HEADER �� HEADER " 6' WIDE DRIVE AISLE TO RX DROP OFFS CHECKOUT BRACKETS GIFT CARD BEAUTY ON ICE CREAM(2DR) " 24' BAGWELL CHECKOUT 1,3 WOOD SIRIPPING PROVIDED AT 4-0" ON CENTER__ ENTER p�' M C CARO THE DOOR 1x3 WOOD STRAPPING DISPLAY " COSMETIC WALL BUILT OUT AT COLUMN LINE TO ALLOW ACCESS TO AND INSTALLED BY CONTRACTOR, DISPLAY FROZEN FOOD PROVIDED & INSTALLED BY 7&2 DOORS DISPLAY WINDOW LOCATED HALFWAY ABOVE TFIf- TOP H BEAUTY NEWS H CONTRACTOR LOCATED " RSM REQUESTS HARD DECK BUILT OVER BATHROOMS/BREANROOM Of 7&° H FIXTURE, SECURED 10 �_A \ HALFWAY ABOVE THE TOP MERCHANDISE GONDOLA POWER WING MAP KEY " ATYPICAL PHOTO LAB DUE TO JOG IN FRONT WALL FIXTURE W/ 1-1/2' LONG SCREWS \ OF 7H" FIXTURE SECURED Rsusrin�oomu1p 1Y1tl' s,luvum esmw nr _ RD Rc°[R TY CENTERLINE FIXTURE o -_ * ADDED HbSD GROCERY & 4' DSD SNACKS - W/ WASHERS TO FIXTURE WITH I-1 2" r„oro 1,1 -°o_wo°r 1s �. eELm�u96 _ o c F «w� ti 7'-3. o LL OFFICE OUTER 0 A-RAINGEAR P.W. M-HEALTH BOOKS P W O \ / LL 3297 ROUTE 66 LONG SCREWS WITH F ` NEPTUNE, NJ -2353 3-MAGAZINES P W N-PLAYING CARDS P.W. � I \ WASHERS. x TEL n32) 918-2300 O- KARINA PW 0- APOTHECARY P.W _ ❑ ❑ _ ❑ ❑ ❑ ”' FAX (132) 918-2351 WALL FIXTURE �FIXNRE OUTLINE _ ___ __ __ -1=-- ___ /� NJ LIG. ^ 13519 Bx CONAIRV� WTORES) Q_MATCHES/ P,W, \ g ��������- -=is-_-- ----- --' - HALLMARK SGNAVE DTL. JOHN 5. MONTALTO NCL LIC.' 020532 - ) �cnu°nw e°rcs na _ %L___i-a Re°srzRrn - % o ____ LIGHTERS P,W. (REFER i0 PLAN FOR A o- STICKERS P W R- BAYER P.W. NEW OR EXISTING WALL \ EXACT FIXTURE TO BE x \ SCALE, NTS -- FILM P.W. 5- PREPAID WIRELESS P W J INSTALLED [ 3- ENERGIZER P.W. T- MAPS P W �* m AN FIXTURE i0 cx c'wl m[ NRcaur vneE one wm uxAs m �, SUPPORTS RETAIL 1- TRADING CARDS PW. U-BATH&BODY Ix3 WOOD STRIPPING PROVIOEU & ,,, SILL (THING ARCHITECT OR 516NATURE TEALIGHT CANDLE P W DISPLAY / INSTALLED BY CON TRACTOR. r FIXTURE POST CL Q ENGINEER ! SEAL BOX - E 08 MINI P PHARMACY NOTES: J- INVITATION P.W. W-E OB, BATH P.W.(2) _ ry FIXNAE BASE K-D JRACELL P.W PROTOTYPEA HLEX PHARMACY HRU - m X-BATTERY HOME /� -- LIP BALM PW. HEALTH P.W. 24'-4" PDNEX GAP DETAIL10 y-GREETING CARD GIFT BAG PW LAYOUT cooRownroR: PRELIM, o6/G3/oa ADDloRlo 3 WALL UNIT FIAT, SUPPORT DTL 4 SAPPORT DETAIL WALL UNIT FIXTU E 5 LE TsC�O 1 REGISTER PLAN T sGALE PETE %�ie,U ti;� /•r 1L _ 1'C scALE Nrs r.5 y. titoN 'y CLUSTER DEFINITION NOTES AREA DEMOGRAPHICS OTHER MERCHANDISE s T9 N/A LIFE 04 FIXTURE LEGEND a o !° w CLUSTER � EMPLOYEE LOCKERS 2' 3„ n vTxosioxlrc \ i•0� 2 �- e, 020y3ti�0 L ^ AISLE MARKER SUSPENSION DTL a ` FIXTURE TO OHCr]0➢ LOAF RACK � � �,C NEN V' LP-WITH RISK INDEX RECEIVE OUTLET SIGSBEE LAME B SCALE: NTS - - LP-LEVEL A D COMMUNICATION JACK JL.Y.iL MOP ORGANIZER ^ ---- w/ LITTER INDICATING / H 1 Beauty Center 4 5 6 6 4 7 TYPE ELE DPnoNAL 7 DRAW (� \Yc / Y OMITTED DEPARTMENTS: T=TELEPHONE, P=P,OS 0 FILE FOR Rx - D=DarA, =INTERcoM ATC Beauty s( IRE SEAL PATE PF=POWER FAILURE SECURITY CASE 0 BA/(FT RACK F---_a 164 22'-5'+/- 22'-0',/- II'-0"'/- I1'-0 "/ REGRAOE TO ACCOMMODATE NEW ENTRANCE AD REBATE � 1 23'-4'«/- 22'-2'H 22'- 14'-0' 16"x79"H "x 79'11 14'-0' TRASH/ LOCATION, (9" DIFFERENCE BETWEEN FINISHES) CONSULTANT: PLANOGRAM GROUP CHANGES FIN END PANEL A 45H URN FLOOR AND ExIST'G EXTERIOR GRADE EMPTY IRAv AREA PAOUE GLASS - ULL HE i FIN END PANEL LEAK GLA55 - FULL HEIGH D12 AISLE MARKER H 4 e 4' AREA M6J, SPA WHITE) (BLACK) F-IP - A 79' SHOPPING BASKET f____y--- L . ...... ...... WINDOW DISPLA7.:::.:.v.:::...:,.:: :.v :.: ' ,; .:: : 'i13"'>.:: FLM END HPIG <' D,s, o.s, _ PANEL�A4K��s EE; BEAUTY VISION/COSMETIC LEVELS ® OLDER _ - �- - - -0.5. O.S $ f,l / 9 1 _ FIN .. ... ... .. ... .. .. ... .... ... . . UPPER LEVEL 2 II ME / M2 H CEN ER 16° COSM BY OTHERS - V. - - - - 1 AA CONSULT ''"''' 1 1 YS fFM - 20 ACIALI C (RT � ME E FIXTURE 41PPLIE➢ 1 1 STOP AGE S s AF m w _ 48 tr, (BEA IFPA COSM. -I MILANI p LOCKED CABI N NET & A EAIT � , L D NEPT VEST � �A5°?L 1Lir SERVICE. CALL COSMETICS VERSIONS e OF) FIRE EXTINCWSHER FIN END PANE( _ ( ) , COSM CODING HEAVY DUTY gp x3 UlcoNl S (SPA WHIT tL o 3. ( 1, 48' WALL PEG MERCHANDISE FOR HEAVY DUTY 0 1- �_-AG TALL 5 0 �� _i m ssnGxn Z �'-'b'n ON3944CJ LL ,N3.9C 5, O• o LO Se s 7 8 B4"x13 UNI L rn _ VALUE _ 12' GONDOLA FRONT PEG ANDISC hID PALLET RACES II 3b N p '" �re - 132REVLON HER WALL 0 / �;' i, 0w 144LOREAL-GOND. 4B"a18"a84" 0.5. 0.5. - sAaPPH5 AI�w ❑ ¢� 1 1fi"x 72"H NO PANEL (LIFE04) VIALS O% FIXTURE TAG I'1 BULLETIN 9ASKETS ¢w- In m .• VIAL STORAGE ' `'� 1 ARE b'~ 3,bZ ?mJ a 5,_0. z �«� 5'-D" a mo a ALII LICEN E BOARD TRIM 132 MAYBELLINE(LIFE04) - AP `,-' m y �w " �z a� G� A✓� ¢w aY Inw -I a TO FIT 144CG/MAK FACTOR 12' GONDOLA BACK 48"x18" SHELVING HANGING SIGN IRIANOLE 'JN_ ME JNS ma Y _ a �j ¢ mo 0a� A "' z`�° " m (LIFE04 % ,v/ TITLE INDICATING a m3 w� DC � '" � o-a iI Q CONSULTANT: 36NEUTROGENA 24SONNE BELL-GOND u5E ABBREVIATED \ 1 �0 V w c1 ITEMS LISTED BELOW \ 5' 0" w mif 5•-0 I (LIFED4) 96ACCESS /IMPLEMENTS-GON B,o,=BACI(RDOM e1.e N 'zOY p . \ Q 1 � LO SASE n 5'-0" �• 42 PHYS FORMULA C'i ma ¢" m 8 z IG'x45"11 ORGANIZER EMPLOYEE C r, w B w 24 COTTON PUFFS-GOND. ,' �/ '^ w0 C �Ci ,- U xo FIN ENO PANG J (LIFE04) O,S.=OVERSTOCK o F m m x v I m o 48 ALM AY(LIFE04) i6' GONDOLA IFTITI VIII TI ss co arX w 12 ro o _ 5-0 5-O Biu y,rl-18 ¢ o w (S A WHI iE) ; 12LIZ TAYLOR -LLJJ BOTTLE/CAN RETURN Z ocnelNEi w 2❑ E z g !� 5 1 ,w- 20 STYLI(LIFE04 60 ARTIF NAILCARE 4 x 4' AREA MIN SHELVING o z ❑' > ¢ -IP a i w y / ) c❑ND os oS m ED c Q w F o z � p_ zacorr❑N PUFFS MANUFACTURER : COZIER SERVICE SINIE w/ (3)- w ED N g m 7� x ¢ 'm 645H HEALING BTY SHELVES ABOVE ®4,5,6, a �, 13 CCIz 0 o a i o� 0 m _ GOND AFF & (2) MOP & ¢ J ° a ¢- > ¢ ?> m H o -U "' m y-7 f 24"E 4B SALON NAILCARE BROOM ORGANIZERS 311 DP m N -0„ 4y iv loo i m Q N >z i m w 5'_i„ 0 aJ J14 0 I^ s 16 24 E -3. GOND, LIFE04 m u o p_ w STORE-IN-A-80X ¢ L o> w o ¢ z CHH o BOB ¢ ¢o pv N N 24'E 1 1 B 1 N m rn AEC T� 15 °a 3 VZ Sd3 1� ry Y o0 N //���))) 19°X79"H � m 24 E 3 K H^m UP m U mI- 5 9 6,5 (SPFIN A E%� w m °G RETAIL ARE z m m � C DRO 29' 35 ( ) rc w A 3021 03 0 zw„ s BULLS ¢ - EPS cL HT = II'-II" i;:i:., n tl m m vaoR3' o r x II 7x3 0o FLM `:ww m vi 24o XN311VB aQ x 14'-6 g TI w �J E a ❑� 0m ro �� L1 B GATE - r'Tn N mm_ m R .m m. m: a¢ _ `N - o 'x3 95•w l ❑- .'' � z BOARD w a � - row 1 m S O.S O.S. m rn _ rc M o ~ m RR^ - - m ry m X04-N _ u'i'- _ __ - _ \\'� \_ ted _ _ _ _ _ _ _ - - - -n 13 O W'A X CHECKER F UA ___ - - a <. --_ - - - -- - . 4„ Cws7 a FS'M EWHIIE NEL 13 P 'm m. 2 d m2 w IP EE �nw F CC L£L Cn B p h o r m c c y IZARTS & CRAFTS BOOKS A 343 5,-I" om a - ❑ 5� FILM G (D Z JJJ 3 0 Na RN ma 4 > s•C w 6'_O.. w ❑ FIN. 0' R"s > or o Q DPANEL-- DEAL- TYPE: AS— IS 1 G F-IP ww o a r OU N (',PA WPI 3105 g & B'BOOKS 16' YS W PA TY E 0rc g m M p¢ 01 o Q - ' i Q — 4I a13" ° o o STORE NUMBER: J rM b �m r„ 8'FAMILY Q mw PLAN (LIFED4) (LIFED4) E1 T.1 U o 'om -i ,gin° e 987G M011l Road g 1 3 6",• X61 D10 Yid ' N Z Ing F-IF= w x3 > noxx - �� =Y Maffifu Gk, NY 11952 ,I 2*STOMACH ?� nREa _� ; J Q R 3 0 (Siw N1 ]b K so ol�i, K_ aE I W :o a n TO O ¢ y¢ r4 o y Q r _® -- - - - - - --_ --� - H Ew 4'DIST J - z ON Ha c d� NALCEsIcs WATER PF�Nc a _ _ H REVISIONS, A.3 S 9 ��`TJ '� o.loN,IMresrRn°x'.r s oOY - L' W n V (LIFE04) "i D9 1 A KETS = ❑ o� m N N -LI 9'-7" � iu'; REV PER ZONING CODE 7/14/04 —__ otulsi xLL �z 1 R . z 0 om %A ''•'a vu�re p Gp1AB4 j i� W*„¢r" s 10 CHILD. REM, 36 WL (LIFED4) T °' (L, d V 3'-0„ euso Reuar suv 6'-0" (LIFE04) D (W VAP-HUM) F-IP m 4'-I D" 4'-i D" <` To NIe.mlaa erarlw �a 8 REGEIVINX = 1y0 m o JH Y cn ❑ 99 12'F00 x _ J LL � ' ❑' �� (u�F D4) ( „F, D4) Y -o'' < �a J - 0 �y Y -�I _ m - - \� - 7� - -- - - - ti' - P4'DMS-CLIFE04 TJ w - 1 c` - a Q B 7 DRAWING BY: MMA m - `-' L\LY W CA E PW 20'1 LIFONOTI CE :. - J 0 z 9 6"a i6" w MCI :,CANDLE :- 36" NS) 24 E J _ w _ SECURE Mm aAssee BREAD & o DATE: 6-3-04 PANEL TO - F '' (3) GRAPHIC" « 0 "' 13" `� 0w 1 3, k 6 1M1 ,_ J Y 2«- + C o o SNACKS E C. SUPPORT s 3 3'-3" BLOOD PANELS I \a 24' ITT N TR iv +E/C - 1 o m SNACKSI M MEMBER PoLANo� �uFLloa� 6 rn r - MMA JOB NUMBER: alowe N �' PRESSURE s RWCs 1 D � "� �� ko Y 02-035LL 6' WAR G3Z3 3 N3Z33iIJ p Rx 5 anN� 1 JUIc mwrea - a 5 l5 5 T5J \ I12'4'VITAMINS G.E.SN X3 13 3 n Bb TER 1TB81SW' 11BH1SIN IDR TITLE', J s-4x \ (LIFE04) 128'STATIONERY WATER y0Z aDZ xsm°° ®- ' - -- _ DDT 3 EXIT PRELIMINARY a PANEL - ml -- - - - BOILER G ' .ry N m m M FIN. END PANEL BACK FIN Ie'x79'hl P 6' MAGAZINE I6"x79'H MERCHANDISE PLAN NEW , END PANEI- 3 _ 14'-0" 1 (SPA H PANEL 14' 0" SUPPORT - 1 (SPA WHITE) F_1p PAOUE GLA55 - FULL HEIG T 1 (SPA AID TIE)) SPA WHITE PAOUE LASS - FULL HEIG T CEILING HT. AT THIS B MEMBER LOADING AREA WILL BE SHEET NUMBER, SUPPLIED DOCK p roCer MP -- - mMPACTOR Health Statione Greeting Y APPROX. BETWEEN 9'-0' TO 9-6' MAX F 1 P a • • • • • Cards SIT ORT GROSS STORE AREA, TOTAL STORE AREA: CELLAR AREA: CELLAR FLOOR PLAN TO BE ABANDONED TOFOOR • N/A 4,?55 S.F. 465 S.F. COMMENTS' 2 • NOT RELEASED FOR CONSTRUCTION FOR SCALE VH" = 1'-G" • _� MARLINE LANE RETAIL AREA PHARMACY AREA: RECEIVING AREA: INFORMATION PURPOSES ONLY CHECKOUT GATE GROUND FLOOP. PLAN • a,e7o s.F. esl sF aes s.F, PANEL SUPPORT ALE /B = 1'-D" N SE:VICE AREA: MEZZANINE: SCALE: 6 scALE r1 T5 764 SF N/A 1/8° r3ENERAL DEMOLITION NOTESSUFFLEMENTAL DEMOLITION NOTES [DEMOLITION KE)' NOTES D GUTTING 4 DRILLING O REMOVE EXISTING FURRED-CUT CONSTRUCTION THROUGHOUT A. PROVIDE ALL MATERIALS, LABOR AND SUPERVISION, EQUIPMENT AND APPLIANCES REQUIRED TO CONTRACTOR SHALL REMOVE ALL MATERIALS DESIGNATED FOR REMOVAL AS NECESSARY FOR I. ALL CORE HOLE5 ON MMA DOCUMENTS ARE APPROXIMATE. GC SHALL VERIFY ALL DIMENSIONS IN REMOVE EXIST. INTERIOR PARTITIONS, FURRING AS NOTED INCLUDING COLUMNS COMPLETE THE WORK, INCLUDING BUT NOT NECESSARILY LIMITED TO THE FOLLOWING INSTALLATION OF THE NEW WORK, CUTTING SHALL BE PERFORMED BY HAND OR SMALL POWER FIELD AFTER THE STORE HAS BEEN LAID OUT AND ALSO COORDINATE WITH ALL MEF. DRAWINGS, O DOWN TO FLOOR TYPICAL PATCH FLOOR 4 CEILING AS I. SELECTIVE DEMOLITION, REMOVAL 4 DISPOSAL OF MATERIALS, STRUCTURE, EQUIPMENT, 4 OTHER TOOL$. HOLES 4 SLOTS CUT NEAT 4 TO 51ZE REQUIRED, WITH MINIMUM DISTURBANCE OF ADJACENT REQUIRED. II CORE HOLE A5 REQUIRED FOR ELECTRICAL, PLUMBING AND ITEMS AS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS. WORK, OPENINGS SHALL BE COVERED TEMPORARILY WHEN NOT IN USE AND PATCHED AS 50ON 2.REMOVF ALL UTILITIES NO LONGER REQUIRED PER INDUSTRY ACCEPTED PROCEDURES, COORDINATE SANITARY WORK COORDINATE EXACT ROGATION WITH A-II 2 TEMPORARY PROTECTION OF UTILITY LINES, ABUTTING STRUCTURES AND ADJACENT AREAS AS WORK 15 INSTALLED. W/MPE DWG5. O REMOVE EXISTING SUSPENDED CEILING AND LIGHTS,GRID, TILES 4 ALL ASSOCIATED COMPONENTS GYP. BD.NENTS SANITARY CONNECTION.. AND MPE DRAWINGS CONNECT TO NEAREST EXISTING MA 3. PATCHING AND CLEANING UP. E PATCHING 4 REPAIRES THROUGHOUT AS SHOWN. SEE MEP DRAWINGS FOR LIGHT I EX15TING WORK SHALL BE CUT, ALTERED, REMOVED, TEMPORARILY REMOVED AND REPLACED 3.REMOVE ALL EXISTING COOLERS AND ALL ASSOCIATED MPE THROUGHOUT. FIXTURE ADDITIONAL INFORMATION I2 REMOVE EXIST. MASONRY WALL/PORTION THEREOF B USE OF THE SITE OR RELOCATED AS REQUIRED FOR THE PERFORMANCE OF THE WORK INDICATED ON THE DWGS SHOWN RELOCATE ANY EXIST. UTILITY LINES AS REQUUIRED, I A STAGING AREA IS AVAILABLE FOR THE CONTRACTORS USE. THE USE OF THIS AREA MUST BE COORDINATE ALL PATCHING AND REPAIR WORK BEFORE BEGINNING WORK 4 PRIOR TO DEMOLISHING ANY WALL$, PORTION OF WALLS, AS SHOWN VERIFY THAT WALL OR PORTION O REMOVE PORTION OF FLOOR TO ACCOMMODATE PROVIDE NEW LINTEL. PREP MASONRY OPENING TO ACCEPT COORDINATE WITH THE LANDLORD 2. WHERE ALTERATION OR REMOVAL EXPOSES DAMAGED OR UNFINISHED SURFACES OR MATERIALS, OF WALL IS NOT A BEARING WALL. IF WALL 6 BEARING,NOTIFY ARCHITECT PRIOR TO PROCEEDING MECHANICAL CHASE AS SHOLLN NEW STOREFRONT. C PREPARATION AND TEMPORARY PROTECTION SUCH SURFACES OR MATERIALS SHALL BE REFINISHED OR REPLACED AS NECESSARY TO MAKE FOR DIRECTION ON HOW TO PROCEED. O REMOVE EXIST. VESTIBULE, INCLUDING DOORS AND WALLS I3 REMOVE EXISTING ROLL UP DOOR PREP OPENING TO OFFICE CENTER 66 I PROTECTION OF EXISTING WORK CONTINUOUS AREAS UNIFORM WHERE NEW WORK OCCURS IN AN EXISTING UNFIN15HED AREA THE A55EMBLY AND ALL A550CIATED COMPONENTS PATCH 325 FE, NJ 66 WORK SHALL BE DONE TO RENDER THE NEW WOW INCONSPICUOUS. ACCEPT NEW DOOR NEPTUNE, 51 mess BEFORE BEGINNING CUTTING 4 DEMOLITION WORK, THE CONTRACTOR SHALL CAREFULLY SURVEY 5.ALL REFRIGERATION EQUIPMENT AND ASSOCIATED HARDWARE THROUGHOUT WILL BE REMOVED BY FLOOR 70 MATCH EXISTING AS REQUIRED. TEL (7 321 918-2 300 3 ALTERATION WORK WILL REQUIRE REPAIRING AND REARRANGEMENT OF THE EXISTING WORK THE THE LANDLORD AND IS NOT PART OF THE SCOPE OF WORK OF THESE CONSTRUCTION DOCUMENTS. FAX. (732) 510-23sI N.J,LIC. 013519 THE EXISTING WORK 4 EXAMINE THE DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT s REMOVE EXISTING LOADING DOCK AND ALL ASSOCIATED ly REMOVE ALL PLUMBING FIXTURES. CAP ALL PLUMBING JOHN MONTALTO,AIA,RA NY.LIC ' 020537 OF WORK, THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO INSURE AGAINST MATERIALS AND METHODS OF APPLICATION FOR NEW WORK AND FOR RESTORING OR REFINISHING PARTITION LEGEND O COMPONENTS TO MATCH EXISTING GRADE AS REQUIRED. O LINES BELOW FINISHED FLOOR CLEAN AND REFURBISH DAMAGE TO EXISTING CONSTRUCTION TO REMAIN. ANY DAMAGE TO SUCH EXISTING CONSTRUCTION EXI57ING WORK SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF THESE SPECIFICATIONS, EXISTING SEWER PUMP A5 REQUIRED. SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER, THE CONTRACTOR EXCEPT THAT MATERIALS AND WORKMANSHIP NOT COVERED IN THEXISTING TO REMAIN E COMPLETED WORK,ON ITEMS y EXIST. STAIRS TO BE ABANDONED. PATCH FLOOR AS PARTICULARLY EXPOSED TO VIEW SHALL CONFORM 10 SIMILAR MATERIALS 4 WORKMANSHIP EXIS . SHALL CONSTRUCT AND MAINTAIN SHORING, BRACING, SHELTERS, AND SUPPORTS AS REQ'DI5 EXCAVATE THIS AREA FOR NEW FOOTING AND STRUCTURE. CONTRACTOR SHALL INSURE THAT STRUCTURAL ELEMENTS ARE NOT OVERLOADED AND BE IN OR ADJACENT TO THE SPACE IN WHICH ALTERATION ARE TO BE MADE. ---------- REAL. NT A REPIING OF AFFECTED AREAS OR 5URFACE5 SHALL MATCH COLOR AND TEXTURE OF EXISTING ------____ DEMOLITIONREMOVE RESPONSIBLE FOR STRUCTURAL SUPPORTS OR ADDING NEW SUPPORTS A5 MAY BE REQUIRED 4 O STOREFRONT EXIST5Y5 STOREFRONT AS SHOWN. PREP FOR NEW O EXISTING STAIRS TO BE DEMOLISHED. AS A RESULT OF ANY CUTTING REMOVAL, OR DEMOLITION WORK PERFORMED. SURFACES, UNLESS OTHERWISE INDICATED r� q V 6- L, TAKE NOTE. REMOVE EXISTING DOORS AND FRAMES 4 ALL ASSOCIATED REMOVE CELLAR DOORS AND INFILL D PROCEDURES O DOOR OPENINGS., COMPONENTS AS DENOTED FOR DEMOLITION DOWN TO I DEMOLITION, SHALL CONSIST OF SELECTIVE DEMOLITION REMOVAL 4 DISPOSAL OF MATERIALS, ONCE THE DEMOLITION 15 COMPLETED AND THE GENERAL CONTRACTOR HAS INSPECTED THE 517E AND i" STRUCTURE, EQUIPMENT 4 OTHER ITEMS AS INDICATED ON DRAWINGS 4 IN THE SPECIFICATIONS. BECOME AWARE OF DEVIATIONS, STRUCTURAL FAILURES, ETC, THE GENERAL CONTRACTOR SHALL THEN FLOOR TYPICAL. PATCH FLOOR AS REQUIRED. ; (n-D �STyU, 2. DUST CONTROL. THE AMOUNT OF DUST RESULTING FROM DEMOLITION SHALL BE CONTROLLED TO SCHEDULE A MEETING WITH THE ARCHITECT. THE ARCHITECT WILL THEN EVALUATE THE CONTRACTOR'SPATCH AND PREPARE SUBFLOOR AS REQUIRED TO ACCEPT PREVENT THE SPREAD OF DUST TO OCCUPIED PORTIONS OF THE BUILDING 4 TO AVOID CREATION ISSUES AND PROVIDE RECOMMENDATIONS AND VERIFY AND NOTE CONDITIONS THAT WERE EITHER O HIDDEN NEW FLO0RING/FIN15H. LEVEL THE EXIST WOODEN FLOOR TO 41� 0 OF NUISANCE IN THE SURROUNDING AREA, USE OF WATER WILL NOT BE PERMITTED WHEN IT WILL FROM VIEW DURING THE ORIGINAL WALK-THROUGH OR TAKE FURTHER DIMENSIONS FOR VERIFICATION OF CONCRETE FLOOR �, o RESULT IN OR CREATE HAZARDOUS AND OBJECTIONABLE CONDITIONS SUCH A5 ICE, FLOODING THE PROPOSED NEW CONSTRUCTION POLLUTION, ETC. - E PATCH 4 REPAIR S j- 1. 1. ALL SURFACES AT WHICH DEMOLITION OCCURS SHALL BE PATCHED TO MATCH EXISTING 4 SHALL BE PUT IN A CONDITION SUITABLE FOR RECEIVING NEW CONSTRUCTION, RECEIVING NEW FINISHES, REMAINING AS A FINISHED SURFACE, AND WHICH 15 APPROPRIATE TO COMPLY WITH CONTRACT - - -L DRAWINGSFIFF� —=---- ------- - - - - F CLEANUP I. REMOVE DEBRIS AND R05515H FROM THE SITE DAILY. DO NOT ALLOW DEBRIS TO ACCUMULATE 1 2 3 4 5 6 JT7��j IN BUILDING OR ON SITE BROOM CLEAN CONSTRUCTION AREA A7 END OF THE WORK. 2 REMOVE AND TRANSPORT DEBRIS IN A MANNER A5 TO PREVENT SPILLAGE ON STREET OR �..� ADJACENT AREAS 5 3. LOCAL REGULATIONS REGARDING HAULING AND DISPOSAL APPLY. 11 �' II GON9ULTANT: �ET , CUTTING PATCHING 4 RESTORING — IL — — THESE NOTES PERTAIN TO THE CUTTING, REMOVING, PATCHING, REPAIRING, RESTORATION AND REFINISHING OF EXISTING WORK SCHEDULED TO REMAIN 4 TO ANY NEW WORK REQUIRED i0 BE \ COLUMNS SHOWN t IAY 6 L O UNCOVERED BE-RFQIIIRFn A5 I. PROVIDE FOR THE INSTALLATION OF ALL NEW WORK IN EX1571NG CONSTRUCTION. MAKE ALL - — \ RESULT OF DEMO MON/ III 111 12 ADJUSTMENTS TO EXISTING CONSTRUCTION To MAKE VARIOUS PARTS FIT. \\ OF EXISi'G INTERIOR 2, ALL EXISTING FACILITIES DAMAGED A5 A RESULT OF THE CONSTRUCTION ACTIVITIES SHALL BE \ MASONRY WALLS. / m RESTORED TO A CONDITION EQUIVALENT TO THAT PRIOR TO THE START OF WORK EXCEPT WHERE \ SPACING AND L OTHERWISE SHOWN OR SPECIFIED. \ LOCATION TO 5E 3. ALL EXISTING EXPOSED SURFACES THAT ARE TO REMAIN WHICH ABUT DEMOLITION OR CUTTING \ DETERMINEjJ/BY IfJ WORK SHALL BE PUT INTO CONDITION SUITABLE FOR RECEIVING NEW CONSTRUCTION, RECEIVING \\ STRJC U$4L ENGI EER LL��_ —I NEW FINISHES, REMAINING AS A FINISHED SURFACE, AND WHICH IS APPROPRIATE TO COMPLY WITH CONTRACT DOCUMENTS - - - \ // IIP —ISO 1 N �( T B. MATERIALS \\ / I I I I I 11 5 �J CONSULTANT: MATERIALS FOR REPLACEMENT, REPAIRING, PATCHING, RESTORATION AND SIMILAR WORK SHALL // 1 I--`tel\ T 2 CONFORM TO APPLICABLE 5PECIFICATION SECTIONS FOR NEW MATERIALS OR WORK WHERE EXISTING \ J \ MATERIALS AND/OR INSTALLATIONS ARE NOT COVERED BY THE PROJECT SPECIFICATIONS SUCH \ // — WOODEN FLOOR OVER MATERIALS SHALL MATCH EXISTING TO THE GREATEST EXTENT POSSIBLE,ALL EXGE55 MATERIALS \\ \\ // — — —I •_ — — n EXISTG CELLAR RESULTING FROM CUTTING AND REMOVAL WORK SHALL BE REMOVED FROM THE JOB 517E IN AN `, `P APPROVED MANNER. \ \\ C, PREPARATION 'T-6 II 1 1 I 5 i \\ // CONCRETE I. PRIOR TO CUTTING OR UNCOVERING WOF K PROVIDE ALL SHORING, BRACING AND SUPPORTS AS \ REQUIRED TO MAINTAIN THE STRUCTURAL INTEGRITY OF THE PROJECT. PRIOR TO RESTORING WORK 1 \\ \ // FLOOR SO AREA 1 q 1 2, PROPERLY PREPARE EXISTING SURFACES TO RECEIVE NEW MATERIALS SUCH AS TO PROVIDE \ /.r F_ — PROPER BOND OR JOINING TEMPORARY PROTECTION FROM WIND AND STORM DAMAGE SHALL BE PROVIDED WHENEVER OPENINGS ARE CUT IN EXTERIOR OF BUILDING LOOS \\ / I LADING [Dock - --- - - -- -- I —�- \ / - / - 5.9 2932 2 I \\\\ / 8F I I Iz I / \ / LL T S/ 14'41 14'-9' 8 Icv D'3� _ _ - V� h f r - - - — — — — — — ` — — — I— — iL l - - - - - - T1 >7R171 � � � � 6 - - - - - - \\ P"ILL n l l �. n NUJ ST®R / 5 \ �r� 111 11111 p - - IT— IA 5 /// a vvv 1 1 -- 88���- - - STORE NUMBER: 3105 a / \ �r -- - - 1 / \ I� C�I_u��_ � 9878 MAIN RD. ( y I I 2 z MATTTUGK, NY 11952 I I 14 L �O I Q REv1910N5: //// \\\ L-sem ` IL -LIN , r l � nI REVI5ED PER DOB REVIEW 4/01/05 A.3 / \ DN rl� _ __ _ _�_J_ _ _ j Q �UP // \\ -SHR GCONc Te - - - - - - g FLOOR 1415 AREA I 1 CELLAR TO E ABANDONED \ \\ I I II I II II REI-RIGERATG Box DRAWING BY: MMA ALL EQUIPMENT, ARTITIONS 4 DOO1� DATE: 06/18104 AND AND ALL E 15TING ELEMENT5 / \ I To BE REMOVE / MMA JOB NUMBER: 02-0351-LENTIRE CELLAR TO BE FILLED \ 11 / W/ COMPACTED ILL. // \\\ II TITLE: 1 eoI�ER a 13 SHEET NUMBER: 11 17 GC TAKE NOTE: - � WHEN REMOVING EXISTING WALLS, UNKNOWN STRUCTURE, I✓J CONDUIT, PIPING OR INFRASTRUCTURE MAY BE FOUND, Ey- 5 L — — — — — - PIPING AND CONDUIT AND ANY OTHER UTILITY LINES SHALL L — — — — — J UP EXIST STEPS TO BE MODIFIED BE RELOCATED.STRUCTURAL ELEMENTS MUST REMAIN AND BE PROTECTED FROM DAMAGE. COMMENTS: 6 I CTROUND FLOOR DEMOLITION PLAN MARLENE LANE 2 CELLAR FLOOR PLAN (TO BE ABANDONED) D-LI SCALE: 1/16 = 1'-0' REMOVE EXISTING ROOF REMOVE EXISTING 51GNAGE REMOVE EXISTING METAL MA SHINGLES AND SIDINGS INCLUDING CLIPS, ANCHORS, ROOFING INCLUDING CLIPS, INCLUDING CLIPS, ANCHORS, AND RELATED COMPONENTS. ANCHORS, AND RELATED OFFICE CENTER bm AND RELATED COMPONENTS REPAIR WALL TO MATCH COMPONENTS. P P WALL TO PREP ROOF 1 WALL TO NEW EXISTING. NEW EIFIS. NEPTUNE, N.J 01153 3237 ROUTE 66 OFING AND EZ BRICK. TEL. (132) 918-2300 TSO. ROOF- FAX, (132) 918-2351 NJ LIC ' 013515 EY LEV. O BOWLING ELEV H- 14'- JOHN MONTALTO,AIA,RA NY LIC020532 77 LTIEw. N- II'-6 DEMOLISH CANOPY AND III III I I!I NII RELATED COMPONENTS I I I I L I i � �71;il I'll , L-11-1 IL 11111111111 111111111111 IIIIIIIIIJI11111 11 M1111111111111111 liiiiiiiiii iiiiiiiiiiiiiiiiiiiiil 1 11111111 iiiiiiiiiiiiiiiiiii[iillillillillillillilI 111111 iiiii�illillillillillillilliililI III IIIINIIIIII Mill lllin ilI� liiiiillilli iillin Ii liilil�IITrlup7lilsullii IA ,r lye v u I 'Jule r � sEAL: IIIIII: l pII�I TT III IIpI TT��IQII�II I�p ITT ITI�I IpII�II TIIIjI IIT�7II Ir TII7 _ r TI7 r7l i lr Irri IIP VIII Illllllllli l lllllliillllllllllllilllllllllllilulll lil llllllilllll l llllllll lullllll lllllllll llll IIIIIIIIIIIIIIIIIIIIII IIIIII ? GROUND ELEV . J -.�1NE T Y ELEV H- 0'-0' ,, Mp�� \ 14'-4' 14'_4" 14'_2" 13'_9" 4'-10`1 6'-a" 4��-.?.P AT�^ I FRONT ELEVATION REMOVE PORTION OF REMOVE EXISTING ENTRANCE EXISTING WINDOWS REMOVE PORTION OF DEMOLISH WOODEN FENCES A 'o o ~- MASONRY WALL. PREP NEW DOOR INCLUDING GLAZING, TO BE REMOVED PREP WALL MASONRY WALL. PREP ' �n D-13 SCALE 1/8" = 1'-0" OPENING FOR NEW FRAMES, HARDWARE,CLIPS, FOR NEW OPENING FOR NEW OPENING FOR NEW DOOR AND �'.''�.y STOREFRONT. PROVIDE NEW ANCHORS, AND RELATED STOREFRONT. PROVIDE NEW LINTEL. °r F 02oviS, LINTEL. COMPONENTS. PREP FOR NEW STOREFRONT AND G LINTEL. W`Tx�c l�J LINTEL. REMOVE EXISTING ROOF SHINGLES AND SIDINGS INCLUDING CLIPS, ANCHORS, AND RELATED COMPONENTS. 14'_4• 14'-4' PREP ROOF 1 WALL TO NEW �� COPING EZ— BRICK. CONSULTANT: ELEV IlTO PARAPET TO. ROOF - � _ - �� 1 ���� ELEV. 4- 11'-Im'r iO F- -1 : I -J_ \\ `"6 —� ELEV. ./- 14'.5• 5'-4' T �I* Ivry rvf \ I I \ II I I I I \ i1 I , � � 'I I � -r II ', 1 � I , IIII�- -¢II! II • ', ILII , I % II, II \ I', I'II II I Idll II II I I II IN II 717 - 717 -17T I I;II v _ — t- Al, iJ I , f1 , Ilr._.,. v I �. �.111, , -s,,,,,1, ' - '1II, — EV -� =- - -- - - - � ' � r1f LL's h ,r ____ _ _ — - - ELEV, /- 0' _ ll ' _ GROUND EL REMOVE EX15TING DOOR REMOVE PORTION OF LINE OF EXIST, FL. LINE REMOVE PORTION OF REPLACE A NEW DOOR MA50NRY WALL PREP NEW REMOVE PORTION OF TOB INFILL PREP WALL FOR NEW EZ MASONRY WALL PREP NEW OPENING FOR NEW OPENING NEU STOREFRONT. PROVIDE NEW CONSULTANT: MASONRY WALL. PREP NEW 2 LEFT SIDE ELEVAT N BRICK INSTALLATION 50REFRONTR. PROVIDE NEW LINTEL. OPENING FOR NEW DOOR. D-L3 SCALE 1/8" = V-C" LINTEL PROVIDE NEW LINTEL. - T.O�PARAPET EY LEV. �/- IY-I0' — — — — T.O, DECK EL PARAPET ELEV. Ib'-m"f ELEV. �/- 14'-8' - �% IIVIII -TI F II ® I I I GG TO CLEAN 4 REPOINT BRICK THROUGHOUTcvs/ Ir — � r 'IF- ;T � I-1 1 1 I 11 1 ji , I _I ' AS REQUIRED. I I IIS' Ilo I Il' I `II II — =L w ��--- y'. J-1 REMOVE PORTION OF , III I� u I r • '- 1 I NEW S�� E i-III BUILDING. PROTECT ALL REMOVE EXISTING DOOR I REPLACE EXISTING DOOR WHETHER SHOWN, MENTIONED AND/OR INDICATED 7 5T0 N TO MATCH UM MASONRY WALL AND INFILL MASONRY RE BER' OR NOT REMOVE ALL ITEMS WHICH ARE NOT a05 BUILDING INC COMPONENTS TO EXISTING. REMAIN FROM DAMAGE. 3 REAR ELEVATION REQUIRED OR WOULD OTHERWISE INTERFERE 9870 MAIN RD. D_1,3 SCALE 1/e" = I'-o" WITH ANY NEW CONSTRUCTION AS INDICATED IN MATTITUGK, NY 11952 THE DRAWINGS. REvISIONa: DEMOLITION NOTES: 1 s' m 4'-4° 4'-a' I. DURING ALL PHASES OF DEMOLITION 4 �o.�PARADE T.O. PARAPET CONSTRUCTION, GENERAL CONTRACTOR ELEV. ,/- mm- SHALL MAINTAIN STRUCTURAL INTEGRITY _ ITTIITITuIIA ? - _ - - - - - - - - - - - - -- - - - - - - - - - - - - - - - to. DECK OF OF EXISTING STRUCTURES AND ADJACENT DRAWING BY: MMA y ` llT1illT - - - - - - - - - - - - - - - - - - - - - - - / 'J'� m - - T'T" - -' �� - - - - - - '' ` - -- - - - '' 7- T-4+ FACILITIES TO REMAIN, WITH INTERIOR DATE: m6ilaim4 II - ` � I OR EXTERIOR SHORING, BRACING II II % � : �� �� OR SUPPORT TO PREVENT MOVEMENT, MMA JOB NUMBER: .1 i ��_ — II il— / II . �\ �\ m2-m35LL � I LSIF �\ �� �\ SETTLEMENT OR COLLAPSE OF STRUCTURES. �__ - -I �-I� W - - -- -- -� -- - -- - - ,I TITLE: _ __ __ __ _ _ _ __ _ _ _ _ _ _ _ __ - - - 2. AT CONCRETE STRUCTURES WHERE DEMOLITION E) E�0LITION REMOVE PORTION Cf q- �/-yy MASONRY WALL. PREP NEW - - -- -- - - - 1 OR NEW OPENINGS ARE REQUIRED, 5AW- 6JNJ OPENING FOR NEW DOORS. REMOVE PORTION OF MASONRY WALL. PREP NEW PREP WALL FOR NEW EZ REMOVE PORTION OF GUTTING SHALL BE PERFORMED AT THE PROVIDE NEW LINTEL. �R I GH T SIDE ELEVATION OIC REMOVE PORTION OF OPENING FOR NEW BRICK INSTALLATION MAS0NR7 WALL. PREP NEW LINE OF EXIST FL. LINE SHEET NUMBER: D-1.3 SCALE 1/5" = 1'-0" BUILDING. PROTECT ALL STOREFRONT. PROVIDE NEW OPENING FOR NEW TO BE INFILL DESIGNATED LINE OF DEMOLITION AND AT NO MASONRY WALL AND LINTEL. STOREFRONT PROVIDE NEW TIME EXCEED THE LIMITS OF THE OPENING. 1 ,3 BUILDING COMPONENTS TO LINTEL REMAIN FROM DAMAGE CORE DRILL AT CORNERS AS REQUIRED. 3. EXISTING STRUCTURES TO REMAIN SHALL BE COMMENT& SAFED-OFF AND PROTECTED FROM ELEMENTS AT ALL TIMES. h C I-� PAINT HATCH WITH ^ I T- l- �}^ -T- L� e F I V G I-4 L.. E G I---I V D ROOF HATCH - � 2 COATS OF PAINT FLOOR FLAN y C T F— 5 F/%R I O V TTFES.v/ SEE ROOF PLAN F%FO�R CTURAL DRAWING TO MATCH COPING OTAG MATERIAL VARIES E FRAME PROVIDE CONCRETE POUR BENEATH CARPET FOR SMOOTH 3 %' METAL STUDS (20 GA.) a 16' OCTRANSITION FROM INTERIOR SLAB TO SIDEWALK TO UNDERSIDE OF ROOF STRUCTURE ABOVE NEW PARTITION - EXISTING PERIMETER WALL SEE ROOF PLAN W/ %' FR. GW.B BOTH SIDES. -HOUR FIRE RATED G.O. TO APPLY 2' (R-IU RIGID POLYI50 INSULATION W/ 5/8" GYP BD C CARPET TILESMA O HVAC SOFFIT ABOVE - SEE REFLECTED CEILING PLAN LLL. ASSEMBLY NO 0465 - SEAL ALL PENETRATIONS ON 2 IR' LIGHT GAUGE FURRING 6 2'-0' O.C.TO UNDERSIDE OF DECK. PROVIDE VAPOR BARRIER C2 RIBBED ENTRANCE TILESFACE OF SOFFIT ABOVE - SEE WALL SECTIONS 6- METAL STUDS (20 GA.) - 16' 00. TO UNDERSIDE OF ON WARM SIDE OF WALL USE 5/8' MOISTURE RESISTANTROOF STRUCTURE W/ I LATER OF �'e' FIRECODE G.B. AND WALL BOARD INSIDE RESTROOMS CARPET WRAP � STEEL LADDERLEADER FROM ROOF DRAIN - CONNECT TO STORI9 I LAYER OF MOISTURE RESIST. G.B INSIDE RESTROOM AND / vz 4 SEWER SYSTEM 1 LAYER OF 5/8' FIRECODE GYP BD. OUTSIDE RESTROOM C4 FOAM BACKED CARPET OC TO UNDERSIDE OrL f/ O METAL HANDRAIL 3'-6' AFF - SEE SHEET A-6.2 F ROOF STRUCTURE METAL STUDS (W/2 LAYERS OF e' FIRECODE GB. O n X 329lEROUTE &6 3 %' METAL STUDS (20 GA.) a 16' OC TO UNDERSIDE OF O AND 2 LAYERS OF M0107URE RESIST GB INSIDE VI VIN7L COMP TILE A (� , _ E w NEPTUNE,NJ, 0TS3 C ROOF STRUCTURE ABOVE W/ N.' MOISTURE RESISTANT RESTROOM AND 2 LAYERS OF 5e' PIRECODE GYP, BD. 6 (132) 918-2351 / FAX.TEL (732)918-2300 O NEW SECURITY GRILLE HOUSING, RESTROOM -HOUR RATED UL. ASSEMBLY V6 VINYL LCGO I FULL HEIGHT B, NJ.LIC ' 01351S GYPSUM WALL BOARD INSIDE OF RESTROOM AND AT ALL PROVIDE BRACING OM TOP OF WALL TO WET LOCATIONS. USE ePAINT' GYPSUM WALL BOARD OUTSIDE NO. U-463 REAL ALL PENETRATIONS. .l BEHIND LADDE PI _0 JOHN MONTALiO,AIA,RA NT,LIG.' 010532 P /u,�2 O COL PIERS FINISH PI O OF RESTROOM O WINDOW DISPLAY WALL UPPER FINISH FLOOR G 3 5/6' METAL STUDS (20 GAJ 16' O.G.W/ 5/8' GB BOTH • G8 INTERNAL LEADER FROM ROOF DRAIN 3 54' METAL STUO5 (20 GA) 9 16' OC. W/ 5/8" GB. SIDES WALL Hi 81' AFF BRACE AS RECD CONCRETE SEALER - D COORDINATE WITH MEP 4 CIVIL DWGS, D ON EACH SIDE, USE 5/B' MOISTURE RESISTANT GYP. PROVIDE 'VI' FINISH o ALL NON / SEAL./ I O INSTALL NEW STEEL ROOF LADDER BOARD INSIDE RESTROOMS AND AT ALL WET LOCATIONS. CONCRETE FLOOR AREAS �1IN^ ELEVATION EXTEND TO 6' ABOVE FINISHED CEILING, I 10 IN5TALL NEW MABONRY LINTEL ABOVE NEW OPENING EllWINDOW DESIGNATION. SEE SHEET A-1.3 7 L '� / PROOF LADDER DETAIL FOR WINDOW SCHEDULE 7 II '/ Q-L SCALE: 1/4 1'-0' '-- "•y II CT, METER AND ELECTRICAL DISCONNECT O INDICATES DOOR, SEE SHEET 4-13 I ^ I 16VIED FOR DOOR SCHEDULE !' l Jllr I d� 5 �5• SON 'yj� q tPA RESTROOMS A- .I v 23'-4'+/- 22'-2'+/- 22'-4'N- 22'-5'+/- 22'-0'4- 14'_0' 30'-9' I4'-0' 0 VESTB LE CLEAR GLASS E CLEAR GLASS „� A CONSULTANT: 130 P6 `r 1 WI DOW DISPLAY 0 P6 OI 0 IO 0 5 2 I '\ CP I EXIT A- .2 E 2 "03 I ] cl ALWAY 16 r-0. vb 9 ( 5 Avi G I D c1 E rc l CONSULTANT: c OFFICE c1 s u STORAGE _ — O I ISI I m N C G r I TRANSITION s v VES75LJLE A-5.2 O rr ' I STRIP I m n l� O8 1O8 111 OPO EGRESS LANE A � m,....,.-. �3 I E NT SAFETY MA60NRT PAI � ”""' .�,• e INFILL YELLOW C b� 4 2 1 1 1 01 I I -- EXIT '.. m 7k--'T - E r, I CHECKOUT 5 I ca 'T I. ' B 'A' I \ q �1=f = CARPET TILES TO BE E cvs/ � � f1J � J f� 111=1— INSTALLED INA vl INFILLMASONRY s F N ,�/� CHECKERBOARD PATTERN TRANSITION 15'-3' STRIP - VC� I EXIT I 3 RETAIL —IIIIIIGI a I NEW STO� AREA STORE NUMBER: 3105 IlaIPHOTOLAB c 0 g z / 9810 MAIN RD. PHA MAGY Z Q MATTITUCK, NY 1IS52 UN, I ++.r" A-I,I I .4I am CC T' • all I I I Ica (�� c z REVISIONS. V5 I A-6.1 TRANSIT 3'-2' > c1 TRANSITION I I L�NREVIBED PER MMA REVIEW 11/10/04 J \ I� STRIP E � EVISED PER DOB REVIEW 4/01/05 \ ,� ZUl I I = Y-� I I w RECEIVING1 d0 I J A-s2 AREA �— m �U I cl I LL 2 PART PLAN VESTIBULE _ — — I— — ____— _— — =1 — — SCALE: 1/4 = 1'-0' DRAWING BY: MMA c1 6e 0 -9 I E m E m 1 c m DATE: 06/18/04 EXIT n I c c c 2 EXIT E v MMA JOB NUMBER: 02-035LL �SEE STRUCTURALTITLE: I NEW — — o Rx WAITINCs ° 6 5 FLOO� P– NJ o LOADINGS AREA A212 MOFFICER DOCK DETAILS 'S / • - "• • • A-5.1 GOM�ACTOI'2 SHEET NUMBER: 41'-B14'-' 0 -8 10'-0' I a SPANDREL GLASS SPANDRELGLA55 MARLENE LANE 2 � \ � COMMENTS: A 6.2 Jtr /� 1sROUND FLOOR PLAN I 6.4 f 8 � MA T O. HIGH DOR'1ER 'B' V: A-5.2 OFFICE CENTER 66 — — — LINE OF M 0 ANSARD _ 3291 ROUTE 66 BEYOND TO. MNSARD ROOF TEL. 91 32) 8- A 2300 FAX (132) 510-2351 µ) LIC ' 013519 JOHN MONTALTO.AIA.RA RY.LIC," 020532 SEAL: T.O MANSARD EAVE V.: TOi PARAPET �ELEV 18 -2 AFF, mom mm"i T ROOF EAVE n ,A 2 +� 0205'�ti , I I RECEIVING: PHARMACY RETAIL AREA RETAIL AREA PNOTOLAB GON5ULTANT: FIN FLOOR FIN. FLOOR - �Lr �u NEW BLAB, ALIGN W/ EXISTING CELLAR BEYONDTO �'f�{I [ �`' LL J` /� FLOOR JF� �U I�� NC tl �L� `-/N 4 AND F ABANDONED A I1� AND FILLED COMPLETELY 6CALE: 3/16' a I'-0' ' WITH COMPACTED FILL rI;' ti"h ALL EXISTING ELEMENTS 4d ty+l WITHIN CELLAR TO BE REMOVED 7�I�1 PRIOR TO INSTALLATION OF FILL A-FJ.2 LINE OF EXISTING FLOOR �!N 'T. �T-?LE+.R1':.��,"'. *LEL'.i.. e" 'fq`�'L•1'T'-gi" ":IR"."rn"r"'�S" fin"`°'"n""-��1 ,t CONSULTANT. 8.7 C �A A.2 T.O. MANSARD ROOF T.O. MANSARD ROOcvs/ \ I I TO. MANSARD EAv$EEE 'I / T.O. MANSARD EAVE `rELEV: 19' 8'rAFF rma V. I �7a NEW STOIRE 3105 T.O. SAVE 9070 MAIN RD. E. L T.O. OOF EAVE MATTITUGK, NY 11952 le A.F.F. A.FF. X71, REV51ON6: Iry AREV15ED PER DOB REVIEW 4/01/05 i � 0 000 AREA DRAWING BY: MMA i; FIN. LOOK DATE: 06/18/04 FIN. FLooR M L— V -V OE MMA JOB NUMBER: 02-035LL p � TITLE: CELLAR TO BE ABANDONED ' ' J 5UIILDING 6ECTION5 qr f I' a V. AND FILLED COMPLETELY '. WITH COMPACTED FILL. ' ,IY :1 ALL EXISTING ELEMENTS _ SHEET NUMBER: WITHIN CELLAR TO 8E REMOVED ��'• PRIOR TO INSTALLATION OF FILL _ NOTE : 644pE9 AREAS W® ICATE EXISTING A - 1 .2 CONSTRUCTION COMMENTS: 5 E C T I C N A-12 5CALE: 3/16° I'-0" GENERAL ROOF NOTES ROOF PLAN LEGEND I SEE MECHANICAL/PLUMBING DLUI FOR ADDITIONAL NOTES AND DETAILS. CONTRACTOR SHALL INSTALL 2, VERIFY LOCATIONS OF ALL ROOF PENETRATIONS WITH RH Tub-PART POURABLE ANTENNA MANUES ROOF PAD IN o MA POL7URETHANE SEALANT STRUCTURAL , MECHANICAL AND PWMBING DWGS. COMPLIANCE W/RECOVERY ROOF SATELLITE DISH 3. ALL EQUIPMENT ON ROOF TO BE MOUNTED ON EXISTING SYSTEM MANUF.'S WRITTEN DUNNAGE, El ROOF HATCH L RADIUS SHO11N SCHEMATIC. ROUND PITCH PANNK INSTRUCTIONS IN ORDER TO 4 ALL VENT LOCATIONS SHOULD BE VERIFIED WITH MAINTAIN ROOF WARRANTY MECHANICAL AND PLUMBING DRAWINGS ROOF TOP UNIT —� SEE CURB DETAIL, THIS SHEET 5. EXHAUST FANS AND VENTS TO BE LOCATED A MINIMUM RTU OFFICE RENTER 66 OF 10'-0" FROM AC. INTAKE VERIFY ALL LOCATIONS WITH SEE MECHANICAL SHEETS I\\ MECHANICAL AND PLUMBING DRAWINGS. FOR DETAILS ON UNITS NEF NEPROUTE 66 TUNE, N 0-230 3 6 MECHANICAL SUB-CONTRACTOR TO COORDINATE ROOF PADS BY ANTENNA MANUF. TEL. n32� 916-7300 MIS INSTALLATION AND ACCEPTANCE OF PRE-FRABIGATED NOTE. SEAM EDGE SEALANT Fax ONTAL O,AIA A N. LIC. 0205 CURBS AND PENETRATIONS WITH ROOF MEMBRANE CONTRACTOR PRIOR TO BIDDING FOR THE ROOFING TREATMENT ANTENNA BASE—� BALLAST A SUB-CONTRACTOR G.G. TO PROVIDE ALL NECESSARY FLASHING 3/4"CONDWT ANTENNA MANUF. JOHN MONTALTO,AIA,RA NT.LIG.' 070537 BLOCKING, HAILERS, ETC. AS NECESSARY FORA WORK,VERIFY THAT THERE IS CURRENTLY ONE (V ROOF RUBBER ROOF PADS BY ANTENNA SUPPORT WATERTIGHT AND WATERPROOF ROOF. LAYER EXISTING.SHOULD THERE R MORE THAN (U BASE FLASHING ANTENNA MANUF BRACKET RUN CONDUIT TO i. ALL ROOF SLOPES ARE TO HAVE A MINIMUM I%" PER FT. FALL ROOF LAYER EXISTING GO SHALL TEAR OFF EX15TING SOA. WALL INTO JUNCTION BOX MARKED ANTENNA BASE SEAL: WHERE CRICKET VALLEYS OCCUR. CRICKETS ARE TO BE ROOFS)TO DECKING PATCH DECKING AS REQUIRED 'VSAT' (PROVIDE FULL STRING IN CONDUIT BRACKET PROVIDED WITH SUFFICIENT DEPTH AND SLOPE TO AND INSTALL NEW ROOF SYSTEM PROVIDE INSULATION AND MARK EACH END VSAT CABLE ONLY) ACCOMMODATE A MINIMUM Iia' PER FOOT FALL AT THE VALLEY. (R-VALUE)AS REQUIRED BY CODE s SATELLITE ANTENNA BASE DETAIL 8 ALL ROOF SLOPES HAVE A 'i4" PER FOOT FALL, UNLESS ❑ PITCH POCKET DETAIL NOTED OTHERWISE. A-2.I SCALE: 54' = I'-0' A-Z.I SCALE: N.T.S. r. 1'iE Ll f\W NOTE o y CONTRACTOR SHALL INSTALL ALL HVAC UNITS AND CONDENSING UNIT ON EXISTING STEEL OUNAGE r a 02053 o- R007 ROOF SURFACE - OPEN JOINT ROOF WALKWAY PA105 4-0-1 LINE OF CHANGE BETWEEN PADS TO WIN IN ��SPOT SEALED WITH COMPATIBLE PVC IN ROOF PITCH LINE OFC HANIGE DIRECTION OF DRAINAGE FLOW 4 ADHESIVE AS PER MANUFACTURER'S SPECS LINE OF CHANGE O 511 IN ROOF PITCH a DORMER 2 IN FRONT ROOF PITCH STUN. EPDM ROOFING 2 4 SINGLE-PLY 5 6 6.4 OOF G DORMER(TYP.) 2 3 A-51 IM. EPDM ROOFING A-5.1 SINGLE-PLY EPDM MEMBRANE,FULLYDORMER(TYP) ADHERED OVER RIGID INSULATION. II -9 22' 4' 22' 4' 22S6 -3 -3 - ��T CONSULTANT: 15' 4" 9' 0.. 15, 4" 9' 0" 15, 5 LUALKUJAY PAD DETAIL ALUM.GUTTER DORMER 'A' DORMER 'A' DORM R 'G' ORER 'A' a 4 DOWNSPOUT A-2.1 SCALE: 1-1/2' 1'-0' — ZWUU , — Z — � A.2 I Fu mmW a D W Z (5 S METAL COPING IY W.x 16' N ♦ ro A 1.2 VARIES w w LOUVER W/ RIDGE VENT ? 'g 0 LL UQ O INSECT SCREEN m - VENT 5TACK HIGH PARAPET TAPERED INSULATION 4" O 7 m r t o NEW ROOF CONSULTANT: 0 VENTv DORMER 'B' III —L _ METAL CO 'L ROOF OF L WER SEAM EDGE TREATMENT SEALANT ¢ LIXU I I I III DORMER ' FLASHING VENT 51ACK PARAPET a BASE FLASHING � _ ♦ J d Ll � 6 VENT STACK DETAIL OVERFLOW b, e e Ru-2 i❑ SCUPPER INSTALL NEW ROOF EGOVERY EYEEM A-2.1 SCALE: 3/4' = I'-0' THROUGHOUT. PRO E NEW GOI I, - - — FLASHING,COUNTER F ASHING AS OT) 12' W X I ' H CONTRACTOR TO VERI Y IF ROOF AS THE LOUVER / I♦ REQUIRED 'R' VALUE AS EG B CODE. IF 4-CODE. Q INSECT SCREEN IT DOES NOT,GO SHALL I TALL INSULATION BOARD TO COMPLY WITH DE. ❑ I = III ROO CURB BY MECH, ROOFFMEM MEMBRANE FLASHING HVAC UNIT - RE: MECHANICAL DRAWINGS—Ir A 52 SEW SATELLITE ❑ cvs/ ❑I — I❑ H ❑❑ ❑ ❑❑❑ ❑ RIGID INSULATION PANE ❑ 11 ❑❑ ❑ RTU-3 I❑❑ ❑ ❑ 1:1 ❑ ❑ ❑❑ DH TAPERED MSJLATI � � , - - - - - — — --- — � — - - - - - - - - - - — - - — - - - - - - - __ __ _ o\ / \ - - - —❑ ❑❑❑❑ NEL STOFF �N` SCUPPER /X\ ' _PROVE SATELLITE DISH AND EXISTING R PET TO BE DEMOLISHED. -GE r WATER N OjT�RrC Nu�BE R7 f71 CONTINUOUS 31 � / � CONDWIT/ REP ABLMG A$ REQUIRED TO PFOR ROOF SHIELD f FIRST 10� ❑ \ / COORDIN TE WITH NEW LOCATION OF 3-0' OF ROOF (TYP STEEL FRAMING - RE: NEW ROOF HATCH E❑ 3 MA 5 OFFICE ON THE INTERIOR 9810 MAIN RD. ?' NY 11952 STRUCTURAL DRAWINGS f �1 ♦ ROOF OF LOWER I MATTITUGK, A-z I OPENING SIZE PER UNIT REQUIREMENTS. ❑ RIpGE VENT NEW ROOF 13'-5" DORMER 'A' COORDINATE ROOF OPENINGS WITH MECHANICAL DRAWINGS ❑El 1:1 1:1 1:1 :11:11 ❑ ❑F -- VENT REVISIONS: ❑I __ m Q TYP. ROOF CURB DETAIL DN e 2 w A-2.1 SCALE: -I 2' = I'-0' 8 YP. 4 I i A-2.1 ❑I b i t II� o° A-5.2 A-2.1 A-2.1 L — W HIGH — II y l l l BORER Ip' w x 1s' u. I I r m fr OIJVER W/ t METAL COPING '= v 0 4 SECT SCREEN w s m RUBBER ROD STOCK - _ d 11:-gY4 q 2 3' 22' 5' ADHERED � IN PLACE = 9 - I' S 0 2 4 C DRAWING BY: MMA _All B 7 ' RIGID INSULATION m u o = DATE: mbllSl04 ROOF 02-m35LL INC AND E SEALANT Z w U U F 15'-4' 9' 0" I5'-4" 9'-0" IS'-4FLASH ' FASTENING PLATE _0 q r) W DORMER 'A ' DORMER 'G' DORER 'A' DORMER 'C' DORMER 'A' MMA JOB NUMBER' 3/1 FACE ALLwW I TITLE: 4 SIDES W IY - - - J couCONTINUOUS66M w z 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �OOF PLAN2.0 P T NAILER a U U PLrwow BLOCKING n p — SHEET NUMBER: LADDER BEYOND O — NEW 2 ALUM.GUTTER A , J� /� METAL DDECKALUM GUTTER ICE r WATER LOAp1NCs < I SHIELD 9 FIRST 4 DOWNSPOUTSTEEL JOIST SEE / \ ,� T DOILNSPOUT > A-5.1 IM 3-0' OF ROOF (TYP) I 25'-0' MAX. FROM GRIDLINE 'B' A 2 STRICT RAL SHEETS STL.ANGLE BEYOND DOCK 's, • A-5.1 CO �'AGTOI'2 TO FACE r7 PILASTER s DORMER 'A' �, - • • • • • REQUIFZONINr, SETBACK REOUIREMENr COMMENTS: 8 ROOF HATCH DETAIL \�ROOFF PLAN • MARLENE LANE A-2.1 SCALE: 1-1/2' = I'-0' J • A • CEILING FINISH 5GHEE)ULE ROLl1/LOCATION GEIL. NEIL. REMARK 6 T. MA RETAIL AREA PHARMACY A 3 - 0, Rx SEATING AI '+' - 0' OFFICE CENTER 66 CHECKOUT AI le' - 9' 3291 ROUTE NEPTUNE, 51 8393 PHOTO LAB A 10' - 9' TEL (1321 9IH-2300 FAX (732) 9IH-2351 NJ.LIC = 0351S A - JOHN MONTALTO,AIA,RA NT.LID.' 020532 MANAGERS OFFICE 5' 0' COOLER OPEN RESTROals GLU 5 6' ' 0' PAINT GWB CEILING P 5EAL; EMPLOYEE OFFICE GWB e' - 0' PAINT GWB CEILING PI EMPLOTEE HALL GWB a, - 0' FAINT GWB CEILING PI I 2 3 4 5 6 6.4 7 8 RECEIVING AREA PAINT GWB CEILING P RE5TROOM5 EMPLOYEE HALL EMPLOYEE OFFICE RETAIL AREA CLC. e'-0' AF.F. CLC.B'-0' A.F.F. CLG. B'-0' AFF. CLC. II'-II' AFF. w .��REU ti,q>�'`' NOTE, 3'-21 FRG.B. - GYPSUM BOARD 5/6' FIRE CODE 0'- ' EQ E EQ. 12'-6' 5 22 5'-10' `E -0' 3'-221 Q' 10 'Y,. I'T _ O 77P A Yr v' - : -a "WI DOW DIGPLA ��:,:. �` "'fir ' O s O __ 0 0 0 - - - w PXT VESTIBULE LEGEND � o s ® CLG. 10'-9' AFF. GYP. BOARD Q - - - __ = 1 z 4 RECESSED �-' - - � w CONSULTANT: PARABOLIC LIGHT d ,o = EXTERIORWALL LIGHT w - 1 .4 RECESSED PARABOLIC LIGHT = SUPPLY AIR DIFFUSER - - - - --- -- -- = 2 x 4 RECESSED w . '.. - �• 3'-3' EMERGENCY PARABOLIC o = SUPPLY SLOT AIR DIFFUSER STORAGE AREA LIGHT p p - El I = 1 . 4 RECESSED 6 _ EMERGENCY PARABOLIC ' RETURd AIR GRILLE w 0 CHECKOUT LIGHT -'�..` _ _ ____ I m — 0 3'-3' CLC. 10'-9' AFF. 0 = 4' RECESSED WALL WASHER = RETUa4 AIR GRILLE 3'-10' o� oQ Q GO - �o = 2' RECESSED WALL WASHER Hs,N - -- - -- ° - = EXHAUST FAN S' STRIP LIGHT -- -- - - -- ROOF HATCH ° CONSULTANT: 0 = 4' STRIP LIGHT O - - - p --- _ O J 0 PHOTO LAB LAd = NIGHT LIGHT = 2z4 LAY-M GRID CEILIN i _ L CLC. 10'-9' AF.F Q = RECESSED LIGHT Q = SPEAKER t7 = EMERGENCY LIGHT -'ILL - - - - - - ---- — _ E2 = REFER TO EXTERIOR FINISH _ _ - O = EXIT LIGHT SCHEDULE ON SHEET A-41 - — B EQ. $ EQ. [� = DIREC71MAL LIGHT SEE ELECTRICAL DRAWINGS FORft DESIGNATIONS AND - O O o --- El - SPECIFICATICNS _ ILL — -- — : - EXITI Elf cv — n At f ' o � I �7a r a c O Tw O o O NEUJ STORE STORE NUMBER: 3105 PHARMACY AREA „3 CLG 9'-0' AFF _ __ __ __ o - __ 9810 MAIN RQ. a MATTITUCK, NY 11952 481 T REVISIONS: JI p RECEIVING AREA ° ° Ex1T Ix 4T WALK IN COOLER Rx EATING AREA RETAIL AREA SOFFIT I'- ' AFF. MGR'S OFFICE CLO,9'-0' AFF. cLG. 10'-9' AF.F. CLG. B'-m' AFF. DRAWING BY: MMA WALK-IN COOLER DATE: 06/18/04 OPEN TO STRUCTURE MMA JOB NUMBER: 02-035LL TITLE: RFLECTEE) CEILING FLAN GROUND FLOOR REFLECTED CEILING PLAN SHEET NUMBER: A-3.1 SCALE I/B'=I'-0' - 3. COMMENTS: C� ��•�'�-��"� .111._ � � :• • -. / i __� .1nnm,. .Innis\�� ® • -_ "�..innnnnunm., •�"� - - ��— linnmm�ume. _' _ - - - _ - - - - dY1111I\In1I111111r1n.. .nillul.mnrinnrlu.�� .���• �• +- • ! 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OLUMN 13'-m' T•.I• EXIST I ENCLOSURE5URE 142' 13' 0' G '11 MA A-8.1 15'-I NOTE: (U LAYER See' F.R GYP VESTIBULE w EXI6T COL E4OL05,n I6 \ BOARD PHOT ACE OF G FACEOFWALL TO A el — — — — — ^\' A9 7 OC,INTSHALLSTT NOT WEAUSE T T DAMAGED. PI ANGLED FACED B WAD 5<VaSHLR MINATED WALL TO FRONT FACE OF GRAPHIC.) P ' FRONT FACE — — — — — — — P r — — — — — �3 0. P v• r oH, f u' u'uu 'u v EI ��LG��ETES FINIS m, OFFICE CENTER 66 CHECK OUT TIGHT ro656 E l 11111 I112 EL EXTENT P75EIBLE. NO NEW CHEC T YP BID, PHO OL AB BEVERA ESI — — a _ uv fwlSUED bINTS H CLC. NEPTUNE, NJ 071F, ROOF DRAIN LEADER TEL 0371918-23¢10 �` 6EVER 5TSTEn JOHN MONTALIO,AIA,RA NT.L G T' 010531 v I s CONN ECT TO 6TOR1 FAX (132) SIS-2351 G2 Gz j G7 Gz L I I I I - EXI6TING 6TEEL COLUMN \\ WF ,ILOCATE m•AFF LOCATE u = CARPET To caul,✓, o ° LL v ._ ALWY FRONT ENTR(1 II I u I —r�— — —�—� — tv ( $ ( II 7� 1 ARM AbTIGBTTO SEAL: oG1 G2 G1 G2 PI — — — — — I PI I I PI I PI m WHILE naeraNIIEB — — — —_ — rm I A4' JI— _ _= J1 = __ _ / / / / / / / / / / / / „0 &TP eo r3ACE FOR fIN15u 6 U 2 NOTE,ALL EXPOSED 5TEEL mz•. G] GP / G1 \ G1 \ 4 EI6 PI —� /L--/L.— /� — /L —/�— /I— — /� — /�—L — — _ _- SHAu DE nT�F1maED `y — — �5 �S. mo�- h. OUTLINE OF FIXTURES. SEE MERCHANDISE PLAN l p�TAIL-50UARG INTERIOR C�.OLUI"N ILII ,rG� °S T9 1 ® III I� OUTLINE OF STOREFRONT WINDOWS BEYOND a-41 ScaLE: -la• = P-m• 1 'A , !o I FRONTLJALL ELEVATION THERMOSTAT l WIRING % ` to /14 A-41 SCALE 3/16"=I'-O" DRILL I' DIA. HOLE INTOGYP. BOARD f" ? 2p53`L STOREENTTRANCE.�ITE q j x/_05 SEE MECH. DIGSFEED G/I TYP V 11 LIEER I HTFLLL 5LL THRU HIR IRINGLL 13'-II' 1 CONSULTANT: TTP. r13' 0' 13' 0' RT WIRE BUSHING A-8.1 - - - - - - — — — — — -- 5EVERA1175 2 BTA71C NERY HEAL H plPI PI — —— — 1 + COLUMN,FORM SEAM — — I PI ON FACE OF COLUMN P1 PI _� � S OPPOSITE STORE _ 1 JiI - ENTRANCE.(NO PAINT BEY _ — — — WITHIN THIS AREA) r - - -r - - � r - -1- - � r — r - - c- - - — -- - �� r - - - - - - r - - - - - - r — r - - - r - - - � - - � u a I I t BG3 PI X )III III I ° I u.., �I I 1 Tll LL= —L ELECTRICAL OUTLET ! WIRING — OPPOSITE STORE ENTRANCE -BEE ELEC. DWGB - -- - -- - - - -- - -- - -- - - - - -- - - - - - - - -- - CONSULTANT: KEYPAD Le BEHIND COOLER CASES I I � FZIGHT SIDELU4LL ELEVATION = A-42 SCALE 3/16'=1'-01 II EL. 0'-0' FINFIN, FLR NOTE: �T� cch�iiI pp ulb APPLIED WHERE FIXTURES DO NOT EXIST UP TO 8 k✓�TA � '�J�l;'f LIAISE INTERIOR �O-���N 0 81' AFF COORDINATE WITH F-IP A-41 SCALE. I' = I'-0' CII TYP. II'-T A-el 18'-5' PI APPLIED TO UNDERSIDE ! BACKSIDE OF CENTER 51GNAGE 13' 0' 13' 0' PHARMACY VALANCE EXTERIOR WALL CONSTRUCTION ON ANGLED FACE oP13 TYP. P3 TYP. — — — — NOTE' PHARMACY 2 1 WHARMACY BABY SEE SHEET A-7.3 FOR FINISH SCHEDULE PI I I PI PI I I \ J P1 �7armed cvs/ Pick-U Plck-U CGNSV TatiDv + ��� ����� INSIDE RX - - -1- - � F— —7 - - -1- - � - - - - - - -6 - - - � —� - -I- - 3%' METAL GYP BD 0 02 uv we PI ONLY soros UP TO uP to DECK / STORE NUMBER: m G2 (E)INSIDE RN 1 \ \V DECK e o e Q \ PI ONLY J P I /-1 a BLOCKING a COOLS m (o LNELKL TLCUNTER I OO' — I- - - -I- - - - - - - - - -- / / �I'BOTT 2X WOOD . o I I 9510 MAIN RD. In \ r MATTITUCK, NY 11952 OF SOFFIT CONTROL JOINTS TO OCCUR AT EVERY FROM FLOG APPLIED BACK5ID RX HOURS OUTLINE OF FIXTURES. SEE MERCHANDISE PLAN CORNER I' OTHER EXTERIOR CONTROL JOINT. TO VALANCEwo `/ OF VALANCE SIGN V1 SIGNS TO BE CENTERED '� °Z BEAD COORDINATE WITH CVS CONSTRICTION OVER UNIT FIXTURE 7 REPRESENTATIVE. REVI5ION5: s 54GKUJALL ELEVATION WALK-IN CC GYP, ED. A42 SCALE 3/16'=I'-0' WALK- N OOO_LR 9 SOPRT DET4 6 QYRSLIH I50ARD CONTROL JOINT A-41 5C4LE: NT.S. A-4.2 SCALE: NT5 17-6' � G/1 T7P - - - - - 13' m' DRAWING BY: MMA CENTER LOCATION E BEAUTY — — — — 13' 0' METAL STUD CENTER SIGN TO BE CCORD. W/FINAL MERCHANDISE PLAN DATE: m6/8/mQ BEAU ) BEAUTY CENTER ARC BEAU 2 I I MMA JOB NUMBER: 02-035LL PI P1 TI INTERIdR ELEVATIbN5 G1 G2 — _ ur 1- - - -I— I- - - - _ _ - -I_ _ - -I— _ - -I- - _ —Ic=- - } — — } - - - } — � —I I_ - - -I— _ - -I- - _ � o w R�THL HR�H = F P1 I I k I I e g SHEET NUMBER: °m I ° METAL J BEAD I I m ,2 - -- -- - - -- --I- - - -I-- - - -- - - - - - _I- - - -I— I - - - - - - - - - - -- - - -- - - --I-- - G7 G1 SEALANT lBACKER ROD OUTLINE Gf FIXIDRE5. SEE MERCHANDISE PLAN AUTOMATIC COMMENTS: VESTIBULE V2 ENTRY DOOR a LEFT 5DELELEVATION s clY-FDsu 1 POARD OONTROL JOINT A-4.2 SCALE: NTS A-41 SCALE 3/16 1'-m° OMA HIGH DORMER 'B' 3291 ROUTE 66 NEF INE. NJ 01153 RIDGE VENT TEL (132) 518-2300 FAX, 11321 918-23SI NJ.LIC ' 013519 JOHN MONTALTO,AIA,RA N.Y.LIC;,' 020532 ASPHALT SHINGLES ON 30" FELT ON VAPOR A A . 2 BARRIER ON 5/8" EXT. GRADE 2 FRT PLYWOOD DECKING 13-0 /2" SEAL; 9.5 MTL. ROOF JOISTS - RE. STRUCT. 4'-O 1,2" D MTL. DRIP EDGE FLASHING AS REQUIRED CAP FLASHING FLASHING A 4 9 F1 CEMENT FIBER TRIM �i III ` 1 �a tO i LINE OF LOW DORMER 'A' �` ASPHALT SHINGLES EXTERIOR GLUE : 1-1/2 V T W/ INSECT SCREEN �, '¢ SOFFIT i : BEYOND / CGONT. ON 300 FELT ON VAPOR i E 12" W. X I8" H. �ilBARRIER ON 5/8' EXT. GRAPE ASPHALT SHINGLES 12" W. X 18" H ,,I r FRT PLYWOOD m o ON 30• FELT ON VAPOR LO ER W/ / LOUVER W/ INSET Ili / 24 ,. BARRIER ON 5/8" EXT. GRADE SEN - S BEYOND DORMER 'B' III SCREEN - SEE A- �, \ , - FRT PLYWOOD ON 6" MTL l rr FOR PLAN L FOR PLAN LOCATION r MTL ROOF JOISTS - RE. STRUCT. o m STUDS 'A' IN FOREGROUND r �� (DORMER 'C' SIMILAR) SINGLE-PLY SINGLE-PLY EPDM CONSULTANT: IF, I '( ROOFING ME / �� ROOFING MEMBRANE I I ON 5/8" EXTE ON 5/8° EXTERIOR 11 B" EAVE PROJECTION (TYP.) GEMENT FIBER GRADE FIRE 1 GRADE FIRE RETARDANT �\ 'iI PLYWOOD S : / PLYWOOD SHEATHING ON III \I� TRIM 3-5/8" MTL. STUDS ` 3-5/8" MTL III MTL. DRIP EDGE ' a16' O.G. I I � II ® 16' OC Ii TO WDW. EL 19'-10' A.FF. iii T.O EAVE EL. 19'-8" AFF. SPANDREL iii SINGLE-PLY i SINGLE-PLY EPDM PREFABRICATED MOULDING WINDOW - RE FULLY ADNE iii F ED III -I/2' VENT W/ INSECT SCREEN IBER SHINGLES WOW. SCHEDULE RIGID INSUL IGID it, (CONT.) 3 s r/s MAX 1R-30> R-20 MINIMUM) 5E EXP:FON VAPOR BARRIER CEMENT FIBER 3 TRIMEN l SOHEAH INDG ON 6SGOLD EXSERIDOS o J'-c" FACE of EpsnNC WALL FULLY ADHERED TO DORMER - ZONING SETBACK a 16" C.C. SINGLE-PLY EPDM RRau1RSUSN* ' oO o ON 5/8" EXT. GRADE (55) SBS MODIFIED BITUMEN .n FRT PLYWOOD 5-1 2" MAX. 12'-O" FACE OFZONINGNSETBACK TREQUIREMENTACE OF DORMER CONSULTANT: FI DORMERS) (0) MAIN WALL ROOFING (HOT APPLIED) o LLo i' OF UPPER 5TOR' \� C0) MAIN WALL ON FRT PLYWOOD. / (TOP SHEET GRANULE .n \ OF UPPER TORY COLOR SELECTED BY - MTL. DRIP EDGE (5.5) REF. POINTARCHITECT) ALUM. GUTTER a o DOWNSPOUT r 2 TL. DRIP EDGE FLASHING/GOUNTERFLASHING FLASHWG AS REQ'F METAL DECKING a WALL/ROOF i, R-II BATT INSULATI METAL ROOF JOISTS RE CEMENT FIBER TRIM 5D. 2 DOWNSPOUER : STRUCT. _ B.O.FASGIA BD. EL. 12'-10'AF. R-25 BATT STL BEAM - RE. CEMENT FIBER TRIM BD e 2" W. CONT. VENT d";',,:Ep INSUL. W/ STRUCT. I W/ INSECT SCREEN 1',I,T'ai i;1'I;'r NETTING - R-25 BATT INSULATION L - RUCT. '1 B.O.FA5G1A BDF W/ FRT NAILER PLATE '[r R-II INSUL. L O JO TS - RE. STRUCT 2" W. CONT. VENT Yy 11' W/ INSECT SCREEN CEMENT FIBER SHINGLES 1tf w, (5' EXP.) ON VAPOR BARRIERCEILING ON 5/8' DEN5GOLD EXTERIOR LAY-IN ACT GEIL INC LAT-IN ACT CEILING "� u:' �' 1�'1ry 1F; EXT. GWS. SOFFIT w if+r a"I CEMENT FIBER TRIM BD. C cvs/ SHEATHING ON 1/8" MTL. FURRING CHANNEL r 5/8" GWB ON ,hc r'G'o1 pr a CEMENT FIBER TRIM3-5/8" ih}, MTL. STUDS 1§:rJ STL BEAM - RE. STRUCT. 3 BOARD a 16' OC. 'I"p;,)�f% �;r, W/ FRT NAILER PLATE caj �N 'II NEUJ STORE a EIPS PIER BEYOND CEMENT F15ER SHINGLES 5/8" GWB ON MTL FURRING w 0 o R-II INSULATION I (5" EXP.) ON VAPOR BARRIE STORE NUMBER: 10 1 NEW INSULATED i�1I1°-ii;' I�i"' ON 5/8" DENSGOLD EXTERIOR c STL. COLUMN - RE. STRUCT. I I wi�q SHEATHING ON 1/8' MTL. � JI,I„ 981m MAIN RD. WINDOW - RE. _ ha` !"" FURRING CHANNEL o WDW. SCHEDULE �6`�'' +"' � ' MATTITUCK, NY IIS52 kr 1 1(,IIi�1�;;1Mh EXISTING MASONRY WALL FINISHED PAGE h{III;Y'Ia1ti1 ROD � SEALANT a REVI510N5:OF COLUMN �I � BACKER 1I MTL. DRIP CAP a SIDING/BRICK JOINT ,Vq,�YgUtl SEALANT / BACKER ROD REVISED PER MMA REVIEW 11/10/04 „",,yl�kfl�;y: CEMENT P15ER TRIM Bp. {Js ? ;, 5R1cK RowLocK SILL DEVISED PER DOB REVIEW 4/01/05 — --- 41 " ROWLOCK COURSE _ Ilk ROWLO K COURSE FINISHED FLOOR "u EL 2'-0" AF.F. UAW (EXISTING 6LA5) l r 'GI THIN BRICK ON 5/8" EXTERIO EL 2'-0 AFF d It�)ilr GEMENT FIBER SHINGLES : NEW SLAB A5 q1),.1)%°rl GYPSUM SHEATHING (5" EXP.) ON VAPOR BARRIER 1,i�Iia',r,l r a1NIr"1:a�W, ON 1/5" MTL FURRING REQ'D BY NEW INa'��'J1�V'x �� CHANNELS m 16' O.G. ON 5/8' DENSGOLD EXTERIOR N�4 „ r SHEATHING ON 1/8' MTL. COLUMN FOOTING R +�+,,� FURRING CHANNEL �',', _ R �4F I FIN. FLOOR 01I IIJ d nu , ".t'" �� -+,1,, 1 - 1 t rir, x ' r,r . u ? 4 . "g;1! Mz ,:e1:f`v i #i EL. 0'-m' DRAWING BY: MMA FIN. FL OR '-i ,ri„h_r'; i '„!,. i.,Ss .F. . . }N.I .fillih , a•f 2 ” . . 11 .- EL. 0'- L �fr ..1 . . . , : :, A. % ..;,. THIN BRICK ON 5/e' EXTERIOR T+ I GYPSUM SHEATHING ”' I '- ' `, 9y i h . SEALANT a BACKER ROD DATE: m6/S/04 ON 7/8' MTL FURRING r-- "11,E 1 a EXISTING FOUNDATION JIt "I a GRADE CHANNELS TO 16' O.C. 1', p", STARTER ANGLE MMA JOB NUMBER: 02-035LL AS PER MFR NEW SIDEWALK 11;1r ——————— „1 TITLE: PLAN 17 11NEWNEWFOOTING � XT �� �� RE 61TE NEW FOOTING 1' BEYOND - SEE I:PPI+�:I'I' rI RE. BTRUCTURAL WALL�� � STRUGTLL L DWGS. 'J�,;It�, .''H ' .;II Wt� SECTIONS NOTE: SHADED AREAS EXISTING CELLAR T BE ABANDONED ,r 1 „i INDICATE EXISTING SHEET NUMBER: AND FILLED COMPLETELY I CONSTRUCTION W/ COMPACTED FILL I NO E. H EP AREAS f�"� L".I4- ' INDICATE EXISTING CONSTRUCTION SECTION AT EXTERIOR WALL " SECTION AT EXTERIOR WALL COMMENTS: z - RICxNT SIDE PI `; 2 - LEST SIDE �I� A-5.1 SCALE: 1/2" = 1' -d' 1 6 . 4 7 8 MA OFFICE CENTER 66 3291 ROUTE 66 NEPTUNE, NJ. 01153 TEL. (132)S15-2300 FAX. (132) SIO-2351 NJ LIC.' 013519 ROOF OF HIGH DORMER 'S' JOAN MONTALTO,AIA,RA NY.LIC. 020532 I I I SEAL: a ISI w * I . g II ,1 0 II I w a c� CONSULTANT: METAL CAP FLASHING SINGLE-PLY EPDM ON FRT WOOD NAILER FULLY ADHERED RIGID INSULATION SBS MODIFIED BITUMEN � TO NEW PARAPET WALL ; I ROOFING (HOT LTWOAPPLIED) N FRT PLYWOOD -T—EE-L.T'-2" A.F.F. ((TOP SHEET GRANULE m PREFAB. MOULDING � (0") LINE OF MAIN COLOR SELECTED BY ARCHITECT) ro o I � OVERFLOW SCUPPER LINE OF LOWER DORMER 'A' x BEYOND B" 25'-0" FACE OF EXISTING WALL TO FACE OF DORMER V-2" o NEW CMU WALL POINT ZONING SETBACK REQUIREMENT o CONSULTANT: RE: STRUCT, 6-I/27 IT T.O. EXISTING WALLIT _ i EL. 1EXIS IN A.F.F MTL. DRIP EDGE o 0 S N '^ ALUM, GUTTER DOWNSPOUT `j o "' GEMENT FIBER TRIM BD. B.O.FASCIA BD. EL. II'-6.1/2' AFF li ",k�,}Ilil 2" W. CONT. VENT W/ IN5ECT SCREEN R-25 BATT INSULATION I I CEMENT FIBER TRIM BP. isl'jli} I CEMENT FIBER SHINGLES vIrs (5' EXP.) ON VAPOR BARRIER 1 cvs/ ON 5/5' DEN5GOLD EXTERIOR LAY-IN ACT CEILING SHEATHING ON 1/6' MTL. FURRING CHANNEL II w III EXISTING WALL ,ySTL. COLUMN - RE. 5TRUCT. NEW 5T ORE EIFs PIER BEYOND STORE NUMBER: 3105 FINISHED FACE O 9810 MAIN RD. '''I; OF COLUMN NEW INSULATED s/e" GwB ON MTL FURRwG "'';"' WINDOW - RE. MATTITUCK, NY 11952 '�!dl,+"'p WDW. SCHEDULE R-II INSULATION BRICK ROWLOCK SILL REVISIONS: FINISHED FLOOR __ &REVISED PER MMA REVIEW II/I0/04 sn ROWLOCK COURSE rh (EXISTING SLAB) 113 ?rr.: ,�� 1)q EL 2`-0' AFF. I. NEW SLAB AS R-II BATT INSULATION THIN BRICK ON 5/0' EXT. REQ'D BT' NEW R"(Ij}�'� GYPSUM SHEATHING )!1" COLUMN FOOTING yy'� ^�� ON 1/5' MTL FURRING Hyl' hla r�o CHANNELS ® 16' O.G. FIN. FLOOR TSI y -, r . FIN FLOOR { - - �( "'" II ^r (i irtY+�,1 u'. ')N- q"i;d r JPr b'"I i�, a ii,�i"� Rri .I,', " - glIf, ,l '„'N” (r: ' jla' , tf,� )tp ," ✓,I, _T,,egg � r�T� EL. O�-0: a )!' "J4 Fit fl , Vii' E �(�� � ' SAO;' har��i^Ob o � , STARTER ANLL Ly.Nc4��3��Fcl�%��c3u�J%N6i �G �1 Fa L.Y �J�IY)�RO . a a �d yJ ,2� AS PER MFR. �1 �$r +,��u11 : DRAWING BY: MMA Uo 00 00 SEALANT k BACKER ROD �n� ° 3P3 7 �0 � a � a a E�1d ® GRACE ¢ �od 'oo orI duo aoJ a� ooh �c 2 Gu n u'� DATE mbilsima + r.1 Lo o 'L7o v C. o� 7o Coc o f MMA JOB NUMBER: 02-035LL NOTE: SHADED AREAS EXISTING FLOOR : 0 Ob To9po,V "0 0: nor n0�. 2 1'�'a EL. -2'-5" NEW FOOTING "auv, iy RE. STRUCTURAL � �r➢u;, 1 }� . 6A INDICATE EXISTING TITLE: GRADE ELEV. t ;'k NEW COMPACTED FILL IIjWglfi pk coNSTRUCTION EXTEF�I0F, -SEE STRUCTURAL I LUALL SECTIONS SECTION AT EXTERIOR WALL oa f,. SHEET NUMBER: FRONT SIDE ^/ I - NOTE: SHADED AREASi INDICATE EXISTING , ; ,' A-3,2 SCALE: 1/2" = 1' —0" �,��� 1� CONSTRUCTION 1^ If'1^ COMMENTS: SECTION AT ,J,:,' ; XTERIOR WALL R'PH };!TM,I}�f�'u1�j1 A Tu' ' A-9.2 SCALE: 1/2" = 1' —0" FIRE EXTINGUISHER PROVIDE BLOCKING BEHIND DRYWALL GL.TO INSTALL 3/4' LAMINATED TRIM SUPPLIED BY MILLWORK VENDOR GRADUATED BOTTLE HOLDER (V CLIP SUPPLIED BY MILLWORK VENDOR)TYP.ALL UNIWEB SHELVES. POWER POLE VFOUUER POLE 30' W COUNTERTOP 84'UNIWEB SHELF PANELS AS REO'D.(SEE DIG.F-P) (P1) Rx AREA CEILNG —� �' 15,_0' _I• 3'-b J ¢ � A U n w'� SHELF 48 EL ` ' - - _ _ - mN - - - - - z _ _ _ _ _ UL \\ (NO AUTOMATION) (AUTOMATION) n� m \\ �Y"r0 FlLE SHELF QO SAFE \\ NOTES: F- -7 391E CENTER 66 TE 66 SMK N U REP LACE 'NO AUTOMATION' MIXTURES WITH NEPTUNE, NJ 07153 C�BNET = 'AUTOMATION' FIXTURES AFTER CONFIRMING TEL. (732)518-2300 \ 'TIER' LEVEL THROUGH SCOPE FAX (132) 918-2361 NJ,LIC 013519 2) COORDINATE POWER POLE LOCATION WITH 3'-0' 3'-0' 3' 0• B L J JOHN MONTALTO,AIA,RA NY.LID.' 020532 /^ NOTE: INSTANT HOT WATER FINISH FLOOR PLAN A-6. cw) (V22) HEATER UNDER SINK N4RMACY INTERIOR ELEVATION a POUIER POLE DETAIL i SEAL: A-6.1 SCALE: 1/4' = I'-0" Q-( I SCALE: 3/8" = V-0" O A-6.1 IOC f<�va+'avop„�q S. �oTy UNIWEB SHELF PANELS OMI GATE HOUSING ANCHORED TO MOUNTING UNIWEB SHELF PANELS 3'-0' 3'-l' 3'-0' 3'-6' U, RTOP n '* 511455 PLATE PER MANUFACNRER'S 5PEC6.(TYP) 30' W COUNTE PI P12, 37 D TOP '(i "- 9 PDROP-CFFlP�) EB SHELF PANELS AT COILING GRILLECOLNTER u 'a -"�-G�-QJ�LENGTH OF COUNTERTOP. BO VALANCE (TYP.)O NTERTOP OMI TRACKS ANCHORED C HOUSING = m PER MANUFACTURER'S °=N Fnx ry SPEC'S(TYP) PHARMACY l u p Pte m DROP DROP m OP oFFE �� � m PREF, REMOVEABLE CRANK 20`10' A-6 B ( HA AC AC WA TO F C OF FIXTURE) NETWORK SHELF 5HELF HANDLE II2' v DASHED LINES CONSULTANT: SERVER SHELF INDICATE �� COILING GRILLE 314' \7 ® VALANCE ABOV 5LAT5 F_ FINISH FLOOR V2 s PHARMACI' INTERIOR ELEVATIONI2 EAD DETAIL A-6.1 SCALE 1/4" = I'-0' SCALE: -I/7'= 1'-0' 2 A-6 A6.1 50 10B \OMI GATE HOUSING ANCHORED TO MOUNTING A-6.1 PLATE PER MANUFACTURER'S SPECS.(TTP) _ _ F � GL.TO INSTALL 3/4' LAMINATED TRIM SUPPLIED FIRE EXTINGUISHER,PROVIDE 13LOGKNG L_ g CONSULTANT: BY MILLWORK VENDOR (L'CLIP SUPPLIED BY a, BEHIND DRYWALL. e MILLWORK VENDOR)TYP ALL UNIWEB SHELVES �cF 84' UNIWEB SHELF PANELS PI P GRAVITY SHELVES A5 REO'D (SEE DIW F-IP) w — u - — 0 SEE 5HT.D/A-82 U PAOKING O Y m � aDOTIN a z e STATION _ P.m\ aINSTANT HOT 5 ve%li"f� WATER HEAT A C; // m A-61 / m wae�e UNDER SINK L J A 61 / SHELF I I 3' [:5 Fac WAITING AREA 5 FINISH FLOOR © MAGAZINE RACK m FINISH FLOOR FINISH FLOOR l y2 l2 v2 V2 w HEALTH INFO BOARD 9 a FHAI�MACY_INTERIOR ELEVATION PHARMACY INTERIOR ELEVATION X61 PHAR'1ACY INTERIOR ELEVATION Q I A-61 SCALE: 1/4' = P-0' A-6J SCALE. 1/4' = 1'-0' Q O °' cvs/ A-6.1 SCALE. 1/4' - I'-0" _ y) ha rm a c: BLOOD PRESSURE MACHINE NEUJ STORE 2'-I' 7 4 14'-l' "I STORE NUMBER: 3105 ACOUSTICAL CEILING III ACOUSTICAL CEILING TILE TILE 9870 MAIN RD.EL. II'-II' AF.F. MATTITLICK, NY 11952 `9 I S EL. II'-II' AFF C S RETA CEILING S RETAIL CEILING ACOUSTICAL CEILING '- I 'LaUJ VOLUME PHARMACY 4 UJAITING AREA PLAN TILE A-6.1 SCALE: 1/4" V-0- EL. 10'-9" A.F.F. `9 RETAILCEILING REV50N5: II II EL. 9'-0" A.FF. S (3J LAYERS 5/8' '^ (3)LAYERS 5/8' �l EL 9'-0' A.F.F. GYPSUM BOARD BOT. OF CEILING O GYPSUM BOARD BOT. OF CEILING li li S EL 9'-0" AFF, BOT. OF CEILING LAY-IN ACOUSTICAL PROVIDE WOOD BLOCKING IN METAL PROVIDE WOOD BLOCKING IN METAL EL B'-0' A.F.F. LAY-IN ACOUSTICAL EL. 8'-0' A.FF. LAY-IN ACOUSTICAL STUDS - RUN METAL 6TUD5 TO STUDS - RUN METAL STUDS TO CEILING TILE BOT OF SOFFIT CEILING TILE BOT OF SOFFIT CEILING TILE 21 STRUCTURE ABOVE.(TYPICAL) STRUCTURE ABOVE.(TYPICAL) OMI GATE HOUSING ANCHORED ng TO MOUNTING PLATE ABOVE z aB PER MANUFACTURERS SPECS OMI GRILLE Z RX UJA LrNCi d.. I MMA e DRAWING BY: PARTITION BEYOND AREA OMI TRACK BEYOND DATE: 06/18104 `9 �EL. 5'-I 1/2' AFF iii N O ro counrER RED TOP p dr MMA JOB NUMBER: 02-035LL mlm --END PANEL -1M TITLE: BEYOND 11 1 CHAIR RAIL v PI I RR I / G/ F /SNI/ F9 i•� I Itih I 1-�#1V 4g ELEVATICN5 5F-C ONS PHARMACY RETAIL PHARMACY RETAIL RETAIL Y` F.:: "'" _ b SHEET NUMBER: 7 1/4' FIXED GLA56 IN WOOD FRAME. Y !.a' . . a Z 8 PAINT FRAME TE MATCH WALL FINISH FLOOR (SEE m 13' BASE FINISH. SEE INTERIOR ELEVATIONS. FINISH FLOOR I i FINISH FLOOR BEE _ FLOOR FINISH PLAN) (SEE FLOORFLOOR FINISH PLAN) —z If Fr. ELEV. 0' FF. FINISH PLAN) I . �. �. _ELEV 0'-0' F.F. ELEV. -0' 0' A. COMM T EN S 22' 1'-1° (�j: y4LL 5ECTION AT Rx UJORK5ENCH ryALL SECTION AT REPACK CENTER �uJALL SECTION AT JADOLU 10 HOTTER JAMB DETAIL A-6.1 SCALE: 1/2" = P-0" (DROP OFF COUNTER SIMILAR) A-6.1 SCALE: 1/2' = 1'-0" A-6.1 SCALE: 1/2" = 1'-0' A-6.1 SCALE 1.1/2': I'-0' 6•-m• I/2" PRE-MOLD FILLER WITH BACKER No.5 STL. RE-BARS SET 12" O/C HORIZ. EMBED ROD AND SEALANT AT JOINT. TYPICAL 0' OF ONE END INTO EXIST. CONCRETE FOUNDATION WALL AND 16" INTO NEW B AT ALL NEW CONCRETE WORK. FOUNDATION WALL. FILL SOLID WITH GROUT, WITTH MA 6 IH GALVANIZED PIPE RAILING NEW POURED GONG STEPS AND PLATFORM W/ WRUST INHIBITIVE PAINT No. 5 RE-BAR a 16'OC AND 6'X6'-I0/UDWWM. MIN. 4" REINFORCED CONIC. PLATFORM. BUMPER BY RITE-HITS PROVIDE NON-SLIP CURVED STL. OR APPROVED EQUALGALV. NOSING AT €A. TRD, — ''— •�— EMBEDDED INTO GONG. Q� 3 FICEel CENTE 666 6 NEPTUNE, NJ, 07153 6 X 6, I0/10WWM a 1-1/4' GALVANIZED PIPE RAILING z TEL P3 2) SI 2300 No. 5 GONTIN. STL RE BARS WITH RUST INHIBITIVE PAINT PAL. (3329 51- 300 NJ LIC.' OlMle Q JOHN MONTALTO,AIA,RA NT.LIC • 020532 RECEIVINfsvERTIGALLY AT 16°OG. PATCH PAVING AS REO'D W/ t ° AREA MIN. 2"BITUMINOU5 GONG. ON NEW 8" WIDE GONG. FND. USHED STONE. COMPACTED SEAL: DRAINAGE FILL X 6. PATCH PAVING 45 REa'p W/ Q p 4" MAX f` MIN. 2' BITUMINOUS GONG. ON w OC, I 4" CRUSHED STONE Ld ?� lu� NEW 3000 PSI. LONG. DN. SLAB, MINA" AND 2/I /�,osN' Tq Vin. SLOPE AT ENDS AS o SHOWN Lu m Lu � d S v\�� ��/ J � :GPi� � c3.1 A." ]kt sy 3 rt.. iy �, \!• �.. - — — No.5 STL. RE-BARS SET 12' 0/G Fo NEW S" WIDE CONIC FNp. 2'-0' VERTICALLY. EMBED 0" OF ONE END .y. � A. INTO EXIST. CONC. FOUNDATION WALL / j g ALIGN WITH EXIS'G FTG. 4 16" INTO NEW FOUNDATION WALL CONSULTANT: C 1 �%�TEI' 100 OAF PLAN FILL SOLID WITH GROUT. — SGALE 3/32" = I'-0` No. 5 CONTIN. STL. RE-BARS LINE OF NEW 24"X 12"THK FTG PLATFORM SECTION VERTICALLY AT 16"OC. ALIGN WITH EXIS'G FTG, NOT TO SCALE 12'-6° MIN - 6" DIA CONCRETE FILLED STEEL GUARD POST, PAINTED YELLOW WITH 5Mo07H CROWN ON TOP. CONSULTANT: 8 ¢� 4" DIA. CONCRETE FILLED STEEL GUARD POST, PAINTED m YELLOW WITH SMOOTH CROUAN • W ON TOP SLOPE TO GRADE v GRADE LEVEL 0 n 0 14" LONG 06 REBARS _� (4 EACH POST) e v • v 0 - 16' DIA. CONCRETE m 4" POST 4' 5'-3" LINE O TS v _ = 24' DIA CONCRETE s 6" POST TERMINAL POSTS (TYP) p (TYP) A-6.2 U vG 4 ry 5OLLARD DETAIL v SCALE: 1/2' - I'-0' cvs/ - \ 8 A- .2 CONCRETE APRON W/ FIBERMESH REINFORCEMENT 4 3/8' WD X I I/4' DEEP NEW STOIRE 3 -6.2 WGUT CONTROL JOINT II -62 0 ` u III nF CHAIN LINK STORE NUMBER: 7 y� ENCLOSURE W/ 3105 RAILS (TY FILLER 5TRIP5 a u 9810 MAIN RD. COMPACTOR ENCLOSURE PLAN �— LINE OF FDN BELOW LINE OF PIER MATTITUGK, NY 11952 BELOW A-6.2 SCALE: I/4' . I'-0' {ce•",J?,'_"q:': ; � COMPACTED a, . ... . ..?e ti]•;.`.,3M'b:`C.t:,::- GRAVEL BASE COURSE �a� CHAIN - LINK ELEVATION REVISIONS: A-6.2 SCALE. 1/4' . I'-!o' ztf IBED PER POB REVIEW 4/01/05 11'-6" MIN. GATE OPENING s CONTROL JOINT 2" TERMINAL POSTS CHAIN LINK FENCE GATE P05T t( 2 SCALE: 1' 1'-0' (TYP) W/ FILLER STRIPS (TYP) DROP FORK LATCH T DRAWING BY: MMA _62 PAVING CONSTRUCTION TO MATCH EXIST. �@ 0. TOOLED EDGES DATE: 06/18/04 m CONCRETE APRON W/ FIBERMESH X REINFORCEMENT FQ 5L�E a a 3OD, II MMA JOB NUMBER: 02-035LL GATE POST GATE f'OS T LINE OF FDN BELOW m - e - 0 /2" THK. STL � TITLE: PLATE -SLOTTED :D 1/2' THK.5%. LAF � '���� d II 4 a _ 3/4' BTL BOLTS PLATE -5LOTTED 4 WASHERS 3/4' STL BOLTS DETAIL e HINGE COLLAR Al 4 WASHERS GREASE FITTING 3/4' 5%. BOLTS SHEET NUMBER: I'-0' LINE OF PIER COMPACTED-0 COLLAR WELDED ,,,lll PIVOTING CANE BOLT5 FABRICATE BELOW ° a . 4 BASE COURSE RAVEL 4" ALL AROUND POST 4 / ,� FROM IR' DIA 5TL ROD 6 PROVIDE 3/4" DIA 4" DEEP SLEEVES (2)"5 CONTINUOUS AROUND IN CONIC PAVEMENT FOR LATCHES PERIMETER OF APRON ELEVATION SECTION COMMENTS: 6 GATE ELEVATION CONC. APRON 7 ENCLOSURE CRATE I-TINGE 3 - A-6.2 SCALE: 1/4' = 1'-0' A-6.2 SCALE: 1' • I' - 0' A-6.2 SCALE: I' = I'-0 l _q• 1'-II" PROVIDE SIGNAGE VESTIBULE TRIPLE PER ADA STANDARDS _ CART CORRAL AND HEIGHT. MEN'S MA HANDICAP TURNING PAPER RESTROOM SIGN "44988 CLEARANCE 5'-0" HOLDER (TTP.) FOR MEN. MFR SE10N - - DIA. (iYPJ K800)451.1084 EL: 10 -4 CEILRINGA HANGING TABLE HANDICAP ACCESS 30'X48' OFFICE CENTER 66 2'x1.12' GRAB MIN. CLEAR FLOOR SPACE, P6ERVC 3291 ROUTE 66 AR (TYPJ TYPICAL. 5HELVE5 5UPPLIED AND NEPTUNE, NJ 01753 TEL. (132) 9184300 wsrauED BY GO MANAGER'S FAX. (132) 918-2391 MOP A BROOM NJ LIC.' m 205 OILET PAPER ORGANIZER OFFICE p1 9 JOHN MON1AL1o,AIA,RA NY.LIG.' m2m532 OLDER(TYPJ I EL. 8' 0' ( E OF CHECKOUT) MANAGER'S OFF. CLC. � RETAIL cUEAL: RE5TR0 M5 � EMPLOYEE q w4DOUBLE 3 5/8' HALL N METAL HEADER5 L E . B GYP,v E K 'r� A /' A-6.3 w BD. BOTH SIDES J _ ` METAL DOOR I..IEC�OUT 6'x1-12" GRAB m 9 LTLTY &N< ELEVATION FRAME aR (TYF.) 6 3 6CEOTION AT BOOR -6.3 SCALE: I/4' = I'-0' A-6.3 SCALE: -12'= I'-0' , �,�' °'� / PROVIDE 51GNA.GE f PER ADA STANDARDS AND HEIGHT: WOMEN'S RESTROOM SIGN "44985 FOR WOMEN.MFR. SETON .n A-6.3 A-63 'Y800)451-7084 RECESSED LIGHT FIXTURE. SEE REFLECTED CEILING PLAN LAY- IN CEILING taBLE CONSULTANT: 1 9 w A-63 0 •• (RESTROOM NOTES z COAT RACK J _ - I. SEE FINISH AND ACCESSORIES LEGEND, DRAWING A-1.3 w u CABINET FOR DESIGNATIONS AND SPECIFICATIONS. I -- - 2 SEE PLUMBING DRAWINGS FOR FIXTURE DESIGNATIONS a 1 ® e aEl l EMPLOYEE \ AND LL INSULATION - w _ / a \\ 3 INSTALL INSULATION ON ALL PIPES BELOW LAVATORIES � AREA 70 COMPLY WITH ANSI. m m m 2'_0• 4, ALL GLA55 SHELVING TO BE TEMPERED GLASS SET w e U IN A BEAD OF CLEAR SEALANT, z EMPLOYEE O��IGE PALL RE�T1�001 -AN 5 SEE SPECIFICATIONS FOR RESPONSIBILITY SCHEDULE. NN - F(ELIJ)GE OF PH07OLA5) a-63SCALE: va' = 1'-0' CONSULTANT: FINISH FLOOR 151WIDEa7EE ' PAPER TOWEL � � PAPER TOWEL HOLDER 15'WIDE X30'HIGH MIRROR VATHOLDERMIRROM ` / ® OM LAVATORY- ABOVER AVA ORCENTERED- ABOVE 5 STAINLRy ANAU,EF, 5 OMCE I"IL��I� E IOj OFFICE TOLAB STAINLESS 57EEL �* FRAME z 10 INTERIOR ELEVATION II NTERIOR ELEVATION (2)6'X29' GLA55 I\ I A-6.3 SCALE: 1/4' : T-0'OW2 LG ' ' SHELVES I u A-6.3 SCALE I/4' = I'-0' V36' GRAB BARNz42" GRAB BAR 6' / OEXTEND METAL STUDS AND v // BRAGING TO UNDERSIDE OF 1'-3 / STRUCTURE A5 REQUIRED- (TYPICAL) TOILET PAPER Y! RFCF56ED LIGHT FIXTURE, 13 I 1 III FINISH FLOOR V2 HOLDER SEE REFLECTED CEILING PLAN A-63 3 RE57RM. INTERIOR ELEVATION4 PESTRM. INTERIOR ELEVATION 7- L cvs/ SCALE: 1/4" : 1'-0" >, A-6.3 A-63 SGALE: 1/4' = 1'-0' O PROVIDE BEAD OF LAY- IN CEILING II` I W 1 r m SILICONE CAULK AT TOP OF EQ AK FRA EQ a. u 1 C I PANELS (TYPICAL OF ALL LOCATIONS) W4 ��, oRK eoAR z a a II SIGNAGE SIGNAGE w NEW 5TO�RE u � _ w3 ® m STORE NUMBER: 3105 / A W3 MA N ® `� / EQ. z4,o EQ B z s e W4 v ALARM SYSTEM 9510 MAIN RD. N coRKSOA u / \ KEYPAD MATTITUGK, NY 11952 - // 7 L \ _ e m / - - m BRACKET FINISH FLOOR uJALK" N 18, io - W2 z (TYR) Y2 MANAGER'S / W2 3 LL u• \ ® / s 4 \ e e o ORGANIZER COOLER \� _ / 8_3REVISIONS: e , w 02 //� W2 m \ m2 m rIANAGER � OFFICE m NTERIOR ELEVATION FINISH FLOOR vz FINISH FLOOR 12 I 2 V2 A-6.3 SCALE. 1/4' = I'-0' 5 EMPLOYEE PALL ELEVATION 6 EMPLOYEE HALL ELEVATION A-6.3 SCALE 1/4" = 1'-0' A-6.3 SCALE 1/4' = I'-0' ❑ 10 ;' A-63 PAPER TOWEL HOLDER I2 A-63 II DRAWING BY: MMS MOUNTED TO SIDE WALL PAPER TOWELA-63 W3 W3 HOLDER MANAGERS DATE: 06/SlO- i 10' WIDE SHELF ���1II (STUDIO GREY) W3 I\ OFFICE MMA JOB NUMBER: B2-035L1 J SII � 4' H. BAGKSPLASN °1 g CHAIR � TITLE: e z (STUDIO GRET? RAIL F� 1° z COUNTERTOP L1 ENLAREID PLAN (STUDIO GREY) s w --- - - _ / _ 11 ELEVATIONS OPEN a = m cRGss BRAaNG SHEET NUMBER: CRO55 5RACING -� - V2 EMPLOYEE OFFICE EI'1PL0YEE OFFIO•E S INTERIOR ELEVATION OCNECKOLIT PHO r0 LAC-4F 5 0 5 MANAFF. PLA N coMMENrs: INTERIOR ELEVATION A 11 SCALE, 1/4' = 1'-0' A-63 SCALE I/4' = I'-0' A-6.3 SCALE I/4" 8 5 l'-6' MAIN T SI POINT NEW T.O LOWER RIDGE OF UPPER STORY 45 VESTIBULE 'thank Ou' SIGN ELEV. 26'-8" ANGLED FACE DIM. ILLUMINATED BY MTL. STUD a>�IGUT SIDE l01 REF. POINT I WALL WASHER ONLY FRAMING "'— CEIL IN HT. SALE5 FLOOR � Xll CEMENT FIBER TRIM I I aW X3 ° s w B w rale OFFICE RENTER 66 3 O NEPTUNE, ROUTE 66 X2 C12 G2 1-1 p I Q NEPTUNE. S1 07153 -2300 3 TEL (1321918-2300 / \ \ w FAX. (132) 918-2351 NJ LIC. 013519 I 8 w JOHN MONTALTO,AIA,RA NT.LIO.- 020532 J v r0l REF. POINT I '� MAIN WALL SEAL. OF UPPER STORY (4 ) aRIGNT SIDE ry a ALAN DORMER ICI SCALE 3/8'_LLU I / "a ;z CSE CS b1 23 O/ I " � c � s.mo�ey ROOF BEYON G2 - I 4 �� X90 CI _ I I AUTOMATIC VESTIBULE J `,A �-�/ Xll ENTRY DOORS EXTERIOR FACE OF `..yr 20 rL ,.r-/,ry MAIN WALL OF br.(.a'.:, 2053 O- 6 VESTIBULE ELEVATION UPPER STORY GRIDLINE M INWAREFL�NT y^. F .x, A-l2 SCALE: 3/8' = 1'-0 GAT SIDE ER STORY MTL STUD 5-I/2' U FRAMING GEMENT FIBER TRIM w MAIN WALL OF 84 / / O VESTIBULE "thank NOTE SIGN n LL ANGLED FACE DIM. ILLUMINATED BY - - - — - - — n v2•l LL 2 WALL WASHER ONLY 3 e _ i - CONSULTANT: CEILING HT SALES FLOOR �m� �n 0 A ID NA S m a a I mQ 3 2._2. `2.-2. 6�_0. 2._2., ROOLINEF OF IFS FILA 7E F5 PILA5TE WOW. - RE: A-13 IF5 PILAPTE / // 12'-0' 15'-a' LOWER DORMER 'A' 21'-4' HIGH DORMER 'B' G2 CT2 G2 62 A 2 [T2 [T2 @2 @2 CONSULTANT: X77 I \ 1 / / \ \ I XI ELEV. 0'GRD FIL LG2 G2 O 3 ATIOI NOTE: SEE TAG ON 5T A-4.1 LRTALRNT ELE B1 -0FO - WALL OF DISPLAY AUTOMATIC VESTIBULE \ AREA ENTRY DOORS rr C EL. Af F. VE5TIBULE ELEVATION BO.NEW CEILING NEW DOOR M.O. �.-: A-12 SCALE: 3/8" = L-0" CEMENT TRIM I cvs/ NOTE: LAY-114 ACOUSTICAL NOTE: CEILING TILE m I. SEE SHEET A-1.3 FOR 1. FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION. FINISH SCHEDULE NOTE ALL DOOR < WINDOW /� � I�• 2. SEE EXTERIOR FINISH SCHEDULE, SHEET A-4.1 FOR 2. 5EE SHEET A-4-1 FOR A55EM15LIE5 TO MEET IIS —_ 7 STOREFRONT DESIGNATIONS AND SPECIFICATIONS EXTERIOR FINISH SCHEDULE HURRICANE-RE515TANCE < yc LARGE-MI551LE IMPACT REQUIREMENT5 NEW STORE o - SPER EE AH�3NEW YORK STATE BUILDING CODE STARE NUMBER 3105 5 A-129610 MAIN RD. VESTIBULE Q Aur MATI ENTRr DOORS DIN o MATTITUGK, NY 11952 VESTIBULE m0 / a REV 1510N5: VESTIBULE ALUM. THRESHOLD SET IN FULL BED OF SEALANT / KICKERS To STRUCTURE EVISED PER TOWN OF 50UTHOLD II/I0/04 E T ABOVE o 18' OG ALL TO COVER JOINT IN DOB 5UBM15510N REQUIREMENT$ THREE 511DFO OF VESTIBULE SIDEWALK COORDINATE WITH 5TRUCT A-12 + + DW15 IF APPLICABLE,6' CONC. TOP SLAB W/ 6X6 10/10 WWF. 4 3500 PSI CONIC. - SLOPE AWAY FROM BLDG ---- AT 1.50 SEAL TOP OF SLAB WITH WATERPROOF CLEAR SEALER, PROVIDE SCORE i EXPANSION JOINTS AS REQUIRED. A-1.2 8 - � DRAWING BY: MMA N. EL I 0'-9" AFF STOREFRONT GLA55 VINYL BASE SEE FISCHEDULE DATE: 06/5l04 Y LAY-IN CEILING STOREFRONT FRAMING 4'-1 5/8" MMA JOB NUMBER: 02-035LL I _ � INTERIOR OF VESTIBULE FINISH FLOOR . SEE D RAMP NOT TO EXCEED 1 12 SLOPE TITLE: A-13 FOR ROOM FINISH I/2' PRE-MOLDEDI� 5/8' GYP511M WALL BOARD SLIDING DOOR PACKAGE SCHEDULE BITUMINOUS EXPANSION EXT ®®ISI O� �E�T ON JOINT TYR [DETAILS & ELEVAI IONd b" METAL STUDS TO FIN.FLOOR STRUCTURE ABOVE EL. O'-0' AFF SHEET NUMBER: RETAIL SIDE ENTR7 SIDE • : ; • ' -; J //� SHIM A5 REQUIRED RETAIL SIDE BRAKE METAL TO MATCH A - 12� 2 STOREFRONT BY FILL SOLID W/ CONCRETE STOREFRONT TO SMOOTH TRANSITION �'A�TAL FLOOR MANUFACTURER �FR��OFM�pIN�TKERIOR TO COMMENTS: 2 PLAN - MAIN ENTRANCE 6 a vESTIBULE HEAD DETAIL s VESTIBULE CORNER DETAIL STRUCTURE 6u1LDING STRUCTURE A-1.2 SCALE: 3/6' = I'-0' A-l.2 A-l2 SCALE: 1-I/2' = 1'-0' A-V 5CALE: 3' I'-0" S'STION ENfiRAN�E DOOMS A-12 SCALE: 3/4' = 1'-0" — INTERIOR FINISI-F / ACCESSORIES LEGEND D00F AND FRAME SCHEDULE DOOR No. 1 ENTRANCE - SLIDING DOOR No, IA ENTRANCE - BI FOLD DOOR No. IB ENTRANCE - SWING SINGLE STANLEY DURA-STORM 3000 STANLEY MAGIC DOOR •SERIES KAWNEER -SERIES 350 MEDIUM STILE, DOOR FRAME •DOOR TYPE . •DOOR TYPE : •DOOR TYPE : SINGLE DOOR MARK MATERIAL MFG NO COLOR SINGLE SLIDE(REINFORCED) SEK40 PANEL 0FOLD. HARDWARE REMARKS/NOTES •FIRE RATING: NO RATING j MARC DESCRIPTION SIZE MIMI MATO DETAIL SET NO •FIRE RATING : 0 RATING •FIRE RATING: NO RATING + ACOUSTICAL — WD NT THK HEAD JAMB SILL •MATERIAL : ALUMINUM •MATERIAL : ALUMINUM -MATERIAL ALUMINUM \\ ANODIZED •DOOR FINISH: L'COLOOD NIAL M A ENTRANCE B' l T-e' AL 2/A-11 /A-l1 3/A-11 CONSULT STANLEY DOOR MANE. •DOOR FINISH : •DOOR FINISH : MATCH STOREFRONT 'COLONIAL WHITE' I REMARKS ANODIZED WHITE' i / ANODIZED / •FRAME FINISH : ANODIZED — IA ENTRANCE BI-FOLD DOORS b'-5 1'-6' N�Mq�,A AL. — — — IA CONSULT STANLEY DOOR MAW •FRAME FINISH: ,� •FRAME FINISH: MATCH STOREFRONT I � / � 'COLONIAL WHITE' \ ARMSTRONG 169 WHITE COLONIAL WHITE' A CEILING TILE IB CONSULT KAWNEER DOOR MANF. •THRESHOLD . •THRESHOLD : A •THRESHOLD. A IB ENTRANCE SINGLE DOOR 3'-0' l'-6' REMARKS AL — COMPLIES W/HIGH VELOCITY D HURRICANE 1 I--- -- — COMPLIES W/HIGH VELOCITY HURRICANE 1 ARMSTRONG 605 WHITE 10 ENTRANCE DOUBLE DOORS 6'-0' Y-6' REMARKS AL. — — — IC CONSULT KAWNEER DOOR MANF. •OTHER: LARGE MISSILE iOF DADE COUNTY,FL. P OTHER: WA •OTHER LARGE MISSILE REOTS.OF ADE COUNTY,FL. A2 CEILING TILE — 140A NO.02-052305 ID ENT.EXISTING SINGLE DOOR EXI5TING EXI5TIN EXISTING EXI5TIN OFFICE CENTER 66 — ID MOA NO 01-0 ARMSTRONG 873 POOR No, IC ENTRANCE - DOUBLE DOORS DOOR No, ID ENTR. - EXISTING POUBLE D . DOOR No. IE ENTRANCE Ek6TMG SINGLE 3291 ROUTE 6,6 A3 CEILING TILE 01153 WHITE IS ENT.EXISTING DOUBLE EXISTING EXISTING EXISTING EXISTING — — — IE NEPTUNE. NJ -2300 2 MGR OFFICE 3'-m' b'-8" 3/4' HM. — — — -DOOR TYPE I KGWEER -SERIES 350 MEDIUM STILE, .DOOR TYPE , EXISTING -DOUBLE DO01I '•DOOR TYPE : EXISTI SINGLE DOO TEL (132 910-2300 2 DOUBLE DOORS: �' PAX ll3A) O,AIA, 51 NJ.KY LIC.' 013519 -- -- l' JOHN MONTALiO,AIA,RA NY.LIC.' 070537 ® ¢ 3 REST ROOMS 3'-0' 6-6" 13/4' HM. — — — 3 -FIRE RATING : NO RATIN •FIRE RATING, N/A •FIRE RATING,: N/A CARET NC3 / ACCESS0� E5 4 HALL I EMPLOYEE 3'-0' b'-8" 13/4' HM. — — — 4 •MATERIAL : ALUMINUM " •MATERIAL : VIE' •MATERIAL. VIF 5 PHARMACY CLOSET 2'-0' b'-8" 3/4' HM. — — — 5 •DOOR FINISH+ MATCH STOREFRONT •DOOR FINISH + MATCH STOREFRONT •DOOR FN15H, MATCH STOREFRONT 1 CI CARPET TILES INTERFACE SUPERFLOOR - 5 '603055 — F GREY b RECEIVING 1 EXIT Y-0' T-0' 13/4' WL II/A-12 I0/A-l1 6 FRAME FINISH: MATCH'STOREFRONT •FRAME FINISH: MATCH STOREFRONT R FRAME FINISH : MATCH STOREFRONT 1 SEAL. CHARCOAL *THRESHOLD; A •THRESHOLD V.IF. R THRESHOLD: vJP t C2 RIBBED ENTRANCE TILES MATS INC DECORIB TILE 6A RECEIVING 1 EXIT DBL DRS. (2)T-0' l'-0' 3/4' HIM II/A-l1 10/A-l1 6A M bB RECEIVING 1 EXIT DBL.DRS. 2'.0'/3'-0' T o. 1 3/4' HM. 11/A-12 10/A-12 68 •OTHER: WA •OTHER: WA •OTHER: N/A G3 CARPET WRAP INTERFACE SUPERFLOOR- b '603055 GREY MER INTERIOR 51a1R 3'-m 6'-B" a uM — — — DOOR No. 2 MGR OFFICE /CASH OFFICE DOOR No, 3 REST ROOMS DOOR No. 4 RECEIVING AREA qC _ I CQ FOAM BALKED CARPET INTERFACE LEADER '1475 VISION B COMPACTOR DOOR 3'-2' 2'-10' 13/4' HM, 13/A-12 12/A-l1 13/A-11 B TO EMPLOYEE AREA HALL /• CO R,CN `t;> 70LE_ — — — •DOOR TYPE : SINGLE DOOR •DOOR TYPE : SINGLE DOOR •DOOR TYPE SINGLE DOOR q 9<•,� 9 STOCKROOM 4'-0" b'-8" REMARKS HO. 9 CONSULT ELIASON DOOR MANF p •FIRE RATING N NO RATING •FIRE RATING ; NO RATIN •FIRE RATING: NO RATIN c SA. STOCKROOM 3'-0' 6'-1' REMARKS H.O. 9A CONSULT ELIA50N DOOR MAWUI •MATERIAL WOOD •MATERIAL : UgDD •MATERIAL : WOOD A Be 57LXKROOM DOUBLE DOORS (2)3'-0' V-8" REMARKS HM. 90 CONSULT ELIASON DOOR MAW. •DOOR FINISH : P-I0 OR PRE-FINISH •DOOR FINISH . P-10/ERE-FINISH •DOOR FINISH . P-10/FRE-FNI5H a K^ 205 L STOGKROLTI DOUBLE DOORS 7'-0'/3'-0' 6'-B' REMARKS HM — 9L CONSULT ELIASON DOOR MAW •FRAME FINISH P-I (ENAMEL) •FRAME FINISH. P-3 (ENAMEL) •FRAME FINISH : P-3 (ENAMEL) 91) STOCKROOM DOUBLE DOORS (2)T-6' 6'-e• 15/4' HIT — 90 9E RETAIL /STOCKROOM DOUBLE DOORS 2'-0'/3'-0' b'-8" 3/4' HM. — 9E •THRESHOLD B 1 R'UNDERCUT) •THRESHOLD : B 1 0-UNDERCUT, •THRESHOLD : 0 1 (I'LNI v UL.ASS / RROI�S NTE R OR� 9F RETAIL /STOCKROOM DOUBLE DOCRS (2)T-0' 6'-8" 13/4' HM — 5F OTHER. FRAME -PNE ENAMEL�R •OTHER N/A •OTHER. �E-F-E MEL MIRROR, I' INSULATED GLASS SEE FRAMMG/GLAZING CLEAR RETAIL /STOCKROOM DOUBLE DOORS 2'-0' /3'-0' 61411 13/4' HM. — — — m DOOR No. 5 PHARMACY CL05ET DOOM oRECEIVING / SECONDEXIT DOOR No. 6A RECEIVING / SECOND EXIT G HURRICANE-RESISTANT NOTES 10 PHARMACY DOOR 3'-0' 9,'4" 3/4' HM. SEE FRAMING/GLAZING •DOOR TYPE . SINGLE DOOR •DOOR TYPE ; SINGLE EXIT DOOR •DOOR TYPE : DOABLE Exli DOOR" WHERE CONSULTANT: NOTES THIS SHEET II RECEIVING 5'-4' V-0' REMARKS MTL l/A-12 9/A-T1 IIA-1.2 II CONSULT OVERHEAD DOOR MANF, •FIRE RATING: NO RATIN APPLICABLE •FIRE RATING : NO RATIN •FIRE RATIN: NO yy 12 CELLAR/CONVEYOR VIP, 1'-0• REMARKS MTL. — — — 12 CONSULT OVERHEAD DOOR MANF. •MATERIAL : INSUL.METAL. •MATERIAL NEW.,METAL. 'N G2 1/4" LAMINATED GLASS CLEAR — — — •MATERIAL : WOOD 0 PHARMACY 13 WIN DISPLAY ACCESS OR. VIF, VIF, 3/4' N/A 13 •DOOR FINISH EXTERIOR SIDE: '(X131 •DOOR FIN15H: EXTERIOR SIDE, (X13) MIRROR PANE E.P. •DOOR FINISH . P-10/PRE-FINISH INTERIOIR 61DEi (P-U -- -- INTERIOR SIDE. (P-1) -r- G3 1/4' ONE WAY MIRROR PILKIN70N •FRAME FINISH : EXTERIORS111 (X131 •FRAME FINISH : EXTERIOR SIDE !X131 •FRAME FINISH: � INTERIOR SIDE: fP-U INTERIOR SIDE (P-U B P-3 (ENAMEL) 15 STORAGE 3'-6' b'-B' 1 3/4' HM — — — 15 •THRESHOLD : A +� G4 BULLET RESISTIVE GLA55 CLEAR •THRESHOLD : B 1(I'UNDERCUT) d. •THRESHOLD, A m -NOT USED — lll •OTHER: B•X 8•CLEAR GLASS •OTHER, REVOLVING VIEWER 1 •OTHER: REVOLVING VIEWER (35 I/4'FLOAT GLASS CLEAR FRAME - P-I NON REMOVABLE HINGE PIN5. NON REMOVABLE HINGE PINS G6 r INSULATED SPANDREL SEE FRAMING/GLAZING WHITE DOOR No. bB RECEIVING / SECOND EXIT DOOR No. 1' INTERIOR STAIR DOOR DOOR No: 8 COMPAGTO�ROOM' GLASS - NOTES •DOOR TYPE : DOUBLE EXIT DOORS WHERE .DOOR TYPE : SINGLE EXIT DOOR •DOOR TYPE,I CHUTE POOR HURRICANE-RESISTANT APPLICABLE SEE FRAMINGIGLAZIN LAPPLICAICKS •FIRE RATING ; NO RATIN •FIRE RATING: 45 MIN.RATIN . FIRE RATIN'. NO RATIN' SHEENOTET THIS MINUM •MATERIAL : INSUL HM •MATERIAL : IN5UL.HM. MATERIAL INSUL HIM 1 AT EXTERIOR NOT ONLY SEE FINISH PLAN FOR ALL DOOR 4 WINDOW FRAMING / GLAZING NOTES •DOOR FINISH; EXTERIOR SIDE: (X13) .POOR FINISH: P-I •POOR FINISH + INTERIOR SIDE (F-3) CONSULTANT: �•„ (!///// FLOOR CONDITIONS INTERIOR SIDE: (P-I)' _ EXTERIOR SIDE MATCH EXISTING PLASTIC LAMINATES INDICATED. �fRAME FINISH: EXTERIOR fiIpE: (X131 . •FRAME FINISH P,I • FRAME FINISH: INTERIOR' (P 31 ' THIS PROJECT IS IN THE FOLLOWING ZONES WITH INTERIOR SIDE: !P-u a ExT.Sp, MArcHExl6rNG �', 1 LAMINATE-- NEVAMAR 5.1-40T SPA WHITE REGARD TO WIND LOAD5. •THRESHOLD: A' ui •THRESHOLD : B •THRESHOLD : WA amen EMT REVOLvIN VIEWER .� ♦OTHER: , WA • OTHER: UEATHER•STRIPPING 1 1 120 MPII IE H l3 SECOND GUST) WIND ZONE / 35 NON REMOVABLE HP1Ns, k MPH DESIGN PRESSURE C I-� 2. WINDBORNE DEBRIS REGION DOOR No. 9 'RETAIL TO HALLWAY DOOR No, SA RETAIL TO STOCKROOM DOOR No. 9B WAIL'TO 5T-,GKROpM ' FINISH / ACCESSORIES LEGEND 3- EXPOSURE B •DOOR TYPE : M-140N DOOR PPOORiYPE : ELIASON DOOR •DOOR TYPE , ELIASC>(N DOUBLE 000 , I MARK MATERIAL MFG NO. COLOR ALL EXTERIOR WINDOW 4 DOOR / GLAZING •FIRE RATING : No RATIN •FIRE RATING ; NO RATING ' •FIRE RATING� NO RAIN 'RE P ^_rT, •MA TERIAL ' PRE ASSEMBLIES MUST MEET THE 0 MATERIALPRE FAB FATYPE :AW THRG6HO-D CONDITION TI 11511 THREJ�OLD CONDITION REQUIREMENTS A5 PAINTS SEALANTS / ADHESIVES N � NEW Yf;S< 6A5UILDING FIN15H •PINSH #POOR FINISH: P ICODE OTEE N5 •FRAME : P • RAME IP-I FRAME FINISH, P- PAINT r BENJAMIN MOORE 319-19 ATRIUM WHITE ❑ •THRESHOLD : B •THRESHOLD: B •'THRESHOLD IS ENTRY DOORS: v PAINT BENJAMIN MOORE 2124.30 DEEP SILVER ENTRY DOORS TO BE STANLEY 'DURA-STORM° BOTHER, •OTHERDOOR HARDWARE SUPPLIED BY ELIABPN. •OTHER: � DOORHARDILLARESUP IlIPEYELIAWN 3000 SERIES SINGLE SLIDE, AS APPROVED BY I 1— P3 PAINT BENJAMIN THE MIAMI-DADE COUNTY PRODUCT CONTROL MOORe 2137 6m GRAY auL DOOR No. 9C' RETAIL TO STOCKROOM POOR No. 9p PHARMACY DOOR No. SE RETAIL TO ST ROOM DIVISION (NOA " 01.0622.03) FOR LARGE O cvs/ 7062-1m HAReORFCG GLAZING TO BE SECURITY IMPACT GLASS E DOOR T '+ ,•MATERIAL HOLLOW Mi + MISSILE IMPACT RESISTANCE. •DOOR TYPE , ELLA501N DOJBL R •DOORi DOUBLE DOORS •pop DOUBLE DO A P4 PAINT — BENJAMIN MOORE •EIRE RATING r 'NO RATING •FI R4 NO RATIN '•FIRE RATIN,+ A5 MM RATING P5 POLYURETHANE BENJAMIN MOORE 220 BENXCD STAIN "5AFEGLAS' 9/16 IMPACT RATED -MATERIALI PRE-FAB •MATERIA HOLLOW MTL, HOLLO IE THE EUCLID (2 PCS. 1/4' CLEAR, ANNEALED GLASS AT INNER -POOR FINISH: 'P-I •DOOR FN16H : P-1 •DOOR FINISH : PI NEW FORE P6 CONCRETE SEALER CHEMICAL CO EUCO DIAMOND HARD CLEAR AND OUTER WITH .100" INTERLAYER LAMINATE •FRAME FINISH: P-I 1' •FRAME FINISH : P-I .FRAME FINISH,, P I r L�� OFFER CURRENT APPROVED NOA `F ° PT GRAFFITI PROTECTION STATED ABOVE FOR STANLEY 3000 SERIES) •THRESHo4p: ' B ❑� •THRESHOLD : B OO ,•�tHRESH01.b,' B L�C� STORE NUMBER. 31� COAT RANDOLPH 'ARMAGLAZE" 9000 CLEAR low -OTHER;' DOOR HARDWARE 5UPPLIED,BY ELIASON, •,OTHER: .OTHER; VISI NIX'1/4+WIRF PRIMER NU-BRITEAMURALO 8400/CLEAR VISION PANEli6-FRAME F,M.(P•U 9510 MAIN RD. I WINDOW FRAMING/GLAZING: — - - — WINDOW FRAMING TO BE EITHER OF THE POOR No. 9F RETAIL TO STOCKROOM DOOR No. 9G RETAIL TO STOCKROOM DOOR No. 10 PHARMACY MATTITUGK, NY 11952 FOLLOWING: .DOOR TYPE, DOUBLE DOORS •DOOR TYPE : DOUBLE DOORS •DOOR TYPE SINGLE DOOR VINYL PRODUCTS EQ } NOTE; •FIRE RATING, NO RATIN •FIRE RATING 45 MIN RATIN •FIRE RATING 45 MIN.RATNG RE VISIONS: SEE A-LI FOR I. 'KAWNEER' 1600 SERIES ALUMINUM GLAZED .MATERIAL HOLLOW MTL •MATERIAL WOOD EVISED PER TOWN OF SOUTHOLD 11/10/04 LOCATION OF CURTAIN WALL SYSTEM •MATERIAL ; HOLLOW MTL � ' � _ _ _ - OVINYL COMP.TILE aRMsrRONG 51915 CHARCOAL WMD015 WITH A5 APPROVED BY MIAMI-DADE COUNTY V1 (CLASS II RATED) '� -DOOR FINISH: PH •DOOR FIN15H . P. •DOOR FINISH. PUSH 6D.FIN.(P-IW _ SPANDREL GLASS ® PRODUCT CONTROL DIVISION POB SUBM550N REQUIREMENTS VINYL BASE 4' BURKE MERCER LGL COVE 204 GRAY PULL SD FIN.(P-Il e O fGLASSLRATED) � (INCA MISSILE IMPACT •FRAMEFINIBH: P-I v •FRAME FINISH : P. q •FRAME FINISH : P-I (ENAMEL) s EVISED PER DOB REVIEW QlOIl05 13'-10, RESISTANCE. •THRESHOLD, B OD •THRESHOLD : 13 o0 y3 RIBBER STAIR TREAD BURKE MERCER ROULEAU 101-BLACK EQ EQ, EQ. •THREfiHO D: B (CLASS I RATED) V15I 10'X 1/4'WIRE GLASS VISI 10'X NE WIRE GLA55 2. 'YKK' YHG-300 O/G HURRICANE CURTAIN -OTHER: VISION PANELS • FRAME FIN.(P-V •OTHER VISION PANELS - FRAME FIN fP-Il m •OTHER: REVOLVING VIEWER yb RIBBER TILE BURKE MERCER WALL, AS APPROVED ICLA511 RATED) RouLEau mI - BLACK ® 2 _ J BY MIAMI-DADE COUNTY PRODUCT CONTROL DOOR No. II RECEIVING DOOR No, 12 LIFT / CONVEYOR DOOR No. 13 WINDOW DISPLAY ACCESS DR. V5 0 c; ry 0 J DIVISION (NOA " 02-1119,01) FOR LARGE AND •DOOR TYPE : ROLLING SERVICE DOOR, 'STORIITV •DOOR TYPE: ROLLING SERVICE DOOR'STORMITE' .DOOR TYPE ACCE55 DOOR VINYL TILE LENTIVA C-1161 LIGHT GRANITE ZUD SMALL M15BILE IMPACT RESISTANCE. OVERHEAD ROLL-UP SERIES 625 BT OVERHEAD ROLL•UP SERIES 625'BY V 3 OVERHEAD DOOR CORPORATION OVERHEAD DOOR CORPORATION •FIRE RATING NO RATIN DRAWING BY: MMA v6 vwiL Lcro cENnva RED =: ® _ - ALL WINDOW GLAZING TO MEET REQUIREMENTS •FIRE RATINGN N RATING •PRE,RarMG, 46 MIN.RATING FOR THE HIGH WIND ZONE AND WIND BONE •MATERIAL : METAL •MATERIAL: ,METAL 'MATERIAL , PLASTIC LAMDPLYWOOD DATE: 06/18/04 1 FIN FLOOR LINE _ '^ J_ m _ DEBRIS REGIONS AND BE APPROVED 8Y INTERIOR SIDE. (P-3) MTeRDRSIDE rP-3> U)ALL COVERINCSS 3 MIAMI-DADE COUNTY IN CONJUNCTION WITH THE .DOOR FINISH ; EXTERIOR SIDE: PNT.TO •DOOR FINISH, EXTERIOR 6roE: PINT.TO ' •DOOR FINISH L-1 MMA JOB NUMBER: 02-035LL WINDOW No. I WINDOW No. 2 WINDOW No, 3 TWO AFOREMENTIONED CURTAIN WALL MATCH EXTERIOR FACADE MATCH EXTERIOR FACADE. SYSTEMS. VERIFY LORSIDE / WINDOW MANUFACTURER INTERIORSIDE (P-3) NTERI :' (P,3) / TITLE: W /Z"OSB UNPAINTEDIII APPROVED GLAZING TYPES, •FRAME FINISH EXTERIOR SIDE: ENT.TO •FRAME FINISH ;, EXTERIOR SIDE: PNT.TO •FRAME FINISH : N/A / U.JINDOU/ ELEVATION MATCH EXTERIOR FACADE5CHEDULEe . MATCH EXTERIOR FACADE, ° W2 WATERPROOF WALL PANEL MARLITE 4-100 WHITE SCALE. 3/16 = 1'-0' •THRESHOLD WA •THRESHOLD ; WA •THRESHOLD B •OTHER PADLOCK B7 CV5 •OTHER 'PROVIDE FUSIBLE LINK •OTHER ; CONTIN.PIANO HINGE CAIRN GREIGE EGRESS SWING POOR W/ GLAZING: 1 MAGNETO LATCH. W3 WALL COVERING GBNaN UE?-01 KALNEER "350-M5' IR SERIES OUTSWING SHEET NUMBER: - — - ® WALL COVERING WOLF GORDON UG.51m526 ALUMINUM STOREFRONT POOR No. 10A PHARMACY POOR No. 15 RET POOR No. 16 DOOR W/ PANIC DEVICE, AS APPROVED BY TO EMPLOYEE AREA HALL ----- — MIAMI-DADE COUNTY PRODUCT •DOOR TYPE DUTCH (SPLIT)DOOR •DOOR TYPE : SINGLE DOOR •DOOR TYPE : STANLEY MAGIC DOORO-SERIES 5300 1 UJ5 WALL COVERING WOLF GORDON UG-956612 NO RATING ENTRY DOOR SYSTEM CONTROL DIVISION •PRERaTNG . NO RATING *FIRE RATING. 45 MIN,RATING - — LARGE M1551LEIMPACT RESISTANCE. •MATERIAL : ' WOOD ( 8MAT-FIRE RATING: NO RATING UfG WALL COVERING GENCN 208W239DI CREAM 5-39-DI REFER TO NCA FOR ACCEPTED APPROVED - •MATERIAL . WOOD COMMENTS: •MATERIAL . ALUMINUM I-_—_ — — LAMINATED GLASS. •DOOR FINISH P-1 •DOOR FINISH �P-10/ERE-FINISH NOTE: ALL WALL COVERINGS ARE CLASS A RATED FOR FLAME SPREAD •DOOR FINISH : COLONIAL WHITE •FRAME'FINSH: P-I(ENAMEL) � •FRAME FINISH P-3 (ENAMELI r •FRAME FINISH: COLONIAL WHITE \ \ \ •THRESHOLD: 0 •THRESHOLD : B 1(I'UNDERCUT) V •THRESHOLD : A •OTHER 10'X 10'LONE-GAT MIRROR, / � � � .OTHER: FRAME - P-I ENAMEL •OTHER N/A POWER CHORD BY SIGN I' DIA. PLASTIC SHEIL MANUFACTURER TO OUTLET CEILINr. AT 10'-9" AF.f. RE: ELEC 3/16' DIA. AIRCRAFT CABLE MA 1/8' WIDE EYEBOLT Thank J�LA PHARMACY CLG T nl ank �( cDu fair OFFICE CENTER 66 �L Zl �L 329T ROUTE 66 NEP7l1 32 NJ. 01153 FAX. (132) SIB-2351 µJ,LIG ' 013519 s gpp�ng (at @^ 5�^ - TEL. l3 S15-2300 ,AIA,R �I'IISdI IS \\\V'///(��Nf\ We help people... �oM+MONTALTO.AIA,RA NY.uc020532 0 live longer, healthier, happier lives. BACK = _ SEAL: m SIGN TO BE CENTERED WITHIN TRANSOM WINDOW OPENING ❑ A TRAN50- 1 l W1141DOW eI(SN FRONT T9°c� RETAIL AREA = x !5./ R `� " a o5 FNISH F-0 R MAGAZINE RACK (3) 20" x 3b" 21 ILII 1'-O" REF GRAPHIC PANELS V2 W4 BLOOD PRESS RE MACHINE CONSULTANT: 5/8" GTP. BOARD OVERLAP CHAIR RAIL SUPPLIED BY CVS ���R��AC� UJAITI -�6 AFE 1 56NIC5 INSTALLEDBY PRIOR NAILHEADS, r� I FILL 4 SANE) PRIOR TO PAINTING 5GAL€: 1/2" = 1'-0' m m GRAPHIC PANEL I'CVI9(920 GF4F)4G FANEL5 SECTION ( T�'F-,) GRAPHIC PANEL MCV20236, PHOTO A=8.1 SCALE: 3/4"= 1'-0" RETAIL CEILI CONSULTANT: r - - - T7 - - TI- - - Z til J S Z U m -A m a EQ. 3'-1'12EQ. o o = 10'-11/2 _s a v GRAPHIC PANEL "GVI9620 In AIRCRAFT WIRE 5UPPORT O 1 P) FINISH FLOOR cvs/ O ERLA A-8.1 FINISH FLOOR RETAIL CEILING FHOTCLA5 ELEVATION NEW 5TORE EYE BOLT r ^ G ,4FH1C- PANELe STORE NUM3I05 BER: �FHOTOL,45 FLEV,4701` 1 GRAPHIC FANEL5 A-S.I SCALE. 3/8'= 1'-0" A-8.1 SCALE: 3/8"= 1'-O" 9810 MAIN RD. MATTITUCK, NY 11952 SLOTTED "U" CHANNEL REVISIONS: 1-1/2 CzRAPHIC PANEL B m Ps _ RETAIL CEILING A-a.1 J m z 0 � PI) 11 -011 w TYPIGAL DETAIL FOR: LL kn L� LL DRAWING BY: MMA 4 Q w PHARMACY CEILING DATE: 06/18/04 BEVERAGES 2 3'-4" T ' -O" BEAUTY CARE w m PRINT FACE HEALTHCARE � ' _(p^ `� r VALANCE MMA JOB NUMBER: 02-035LL BABY CARE s° TITLE: 1. 516NAGE ELEVATION (TYPJ NTkRIOR &GN,AC3E 2. e6NAGTE ELEVATION ( 5EVERAGES I ONLY) PHARMACY SIDE RETAIL SIDE [DETALS 3" SHEET NUMBER: c GRAPHIC F,4 NEL5 ELEVATC,,l M- F�J A i SCALE: 3/4"= 1'-0" COMMENTS: A �.I SCALE: I"= 1'-0" NOTE, A SIGN AREA JUNCTION BOXES AND CONDUIT NUMBER OF SEPARATE CIRCUITS REQ'D WILL VARY SIGN SF BY ELECTRIC CONTRACTOR, WITH TOTAL AMPERAGE NEEDED AS DETERMINED 25--v BY SIZE OF LETTERS. CENTERED ON 51GN BAND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ y OFFICE CENTER 66 NEPTUNE, NJ 017�3AphErM c /'V TEL. (1321 958-2300 A FAX !1321 918-2351 NJ LIC, 013511 _ - T. - - _ - - - JOHN MONTALTO,AIA,RA NY.L C; 020537 0 SEAL: SACK VIEW- SCHEMATIC ° 1\`S0T U5E CHANNEL LETTERS AND 'SEAL-TIGHT' FLEXIBLE � pr WHIPS THRU WALL BY SIGN CONTRACTOR '' A 2 WALL "rNj^ 2053' r" ° NOT JSED CONSULTANT: y IIIIII ALL JUNCTION BOXES 1 CONNECTIONS OD I� ` J OF VIEW BEHIND WALL, BETWEEN LETTERS AND TO `II LJ 11��� TO PRIMARY PRIMARY, ARE BY ELECTRIC CONTRACTOR z CHANNEL LETTEIR5 WITH 5E1_F - CONTAINED TRANSFORMER E A-8.2 5GALE: NONE t F CONSULTANT: NOTE; CONFIRM ALL EXTERIOR BUILDING AND SITE SIGNAGE WITH CVS VENDOR ° NOT U51EED FEL 1\FI0T U 5 E i UlL2NG SIGNS cvs/ TYPE STYLE REFERENCE NEUJ STOKE n HELVETICA EXTRA BOLD v STORE NUMBER: al� UHELVETICA MEDIUM n swiss 721 BACK 9810 MAIN RD. U MATTITUCK, NY 11952 n swiss 721 BLACK coND. U n swiss 721 BACK coND. ITAuc REVISIONS: U n sw5ss 7z1 BOLD T 5 E) �� O U S E D 1� .,, � T USED v SWSSH721RB ACK COND. ITALIC UU FOOTING DETAILS TO BE SUPPLIED BY SIGN MANUFACTURER �TY'FICAL 5IGN BAND A-6.2 5GALE: NONE 3 DIRECTIONAL SIr3N5 O24 HOUR SIGN OFONT SCHEDULE DRAWING BY: MMA DATE: 06/18/04 MMA JOB NUMBER: 02-035LL TITLE: ,,ZT � SEa 1`101 U5E � EXTERIOR 56NAC.iE [DETAILS ODO NOT ENTER/ THANK YOU SINS MONUMENT SIGN SHEET NUMBER: /� NOTE: A _ Q, L INDIVIDUAL ELEMENTS OF iHlS SIGNAGE PACKAGE MAY v OR MAY NOT APPEAR ON SITE, DEPENDING UPON LOCAL 3 SIG /� �j ` JURISDICTION AND MERCHANDISE DECISIONS BY CVS COMMENTS: NAGE INFORMATION �IALL SITE STALLE AND BUIL NG SIGNAGEDLORD TOB SUPPLYIED AND A-0.2 5GALE: NONE WHERE REQUIRED. SEE SE 11 MA \ L / \ " / \ / 4 ,/ `l' OFFICE CENTER 66 r ` ^� OFFICE 52�-1ROUTE 66 NEPTUNE, NJ 01153 23'-4'./- 22'-2'./- 1 22'-4'H- 22'-5'./- 22'-0'+/- 1 28' 0'N TEL. 1137) )15-200 �\ FAX 752)SI18-2351 NJ.LIC.- 013519 JOHN MONTALTO,AIA,RA N.T.LICA 020532 In 1 1 ' n2 n 1 ^ , M ' � ' 1 ,r DES NG LOADS: IN ACCORDANCE WITH BUILDING CODE OF NEW YORK STATE 1 1 1 VERTICAL LOADS (PSF) AL. _ _ _ _ - - _ _ - - --- _ - - _ _ _ __ - _ 10608303 TBL0OF 1fi08.3.11601G 1608 PW MEZDZ OL 86D660 ROOF 6D08.3.606.1 - O 1- -X- +- -+ �jT= - �rF -+ � -+ + j-r-i-s � -I F � -i= -1= rl�- ,PI - -+ r + � - +jl-�- ==11j � � - - -- - - - Ir 11-71 - � ALL LL=TBL 1607.1, RAIN ON SNOW-160834, SNOW-16086 r + +- -1 -1 + I + + +- + + - + + I 4 + I 1 + + - -1- -1- + +- 1 .9 1 + I -1- + + r + X + F( r I+ + 1- I I "r _ I A + +_ + + + + I� +�Ir + + + 1 I_ +_ ,_4I -1,+"_I_T r + + +_ r ,II r I+I + _ + ,_ + +_ ,_11 +_��{}Q.�_ III + +_ __ _ _ ,_ _ _ ,I �, _ _ _ _ _ _ _ _ _ DESCRIPTION DEAD LOAD (PSF) LIVE LOAD (PSF) r 1 r N r r + +;I 1 -r + + 1 r- 1 I I 1I,� + -1- III- +I I + + + + + �1I T I�r - a -� �G A.Z 125-4 + + + + r 11' + + II+ + X 1 1- 1 r + N- + I r I!r + r + + r $_4+ i P + + + + + + + +LLT + rl -r + 1/S-4 IL- _ JI ROOF 20 20 / + + + + + -LE+-y_tiIj + + + -1 + + + �4-yl- j + + + -r + / + + � -�� + + -r -P + + + + 1_ ±y_Jfl + + �__ 1--' FLOORS: SLAB-ON-GRADE __ 100 + + + + + + + T + + + + . 1 r + + + r + + + + + + r + + r - + + + + + + + + + + + + I STAIRS 30 100 + +REINF. FTG w/rN5 + r 1 + + -1 p5 MATOH * + + + + + + p5 MATCH * * + + * - r 1 k5 MAPCH r X + + + 1 + -r FS MATCH SAWCUT EXISTING CONCREIq SLAB F5 MATCH _ + + BARS AT I2° 0.0. + + + + + �- XISTI G _ * * + * * * + + EXIS NGS + + + + . + EKISNI�G * I- * + 1 + + r EXISTING TO PLACE NEW CONCRETE FOOTING O E%ISTING D E S I G N L 0 A D S * IEA. WAY.+ 1 + + + -1 + + + + + + + + I + + + 1 + + 1 16 1 _ -r + + 1- + + 116 AND PIER AS REQUIRED RI DETAILS. P16 7/5_4 r + + + + + + + + , +1 16 + + + 1 + + + + 1 -PIG + + + + + P + 1 + 1 +O * . * * r + + r + + - + O WIND BAD=1609.2, 1609.4, 6093, 1609.6.3 + i + 1 .I i r r + + ,+ I- -r + i + + + + r + + -r J- 1 -r ' -r + + -r + + + + + + - -I- '1+ + + + + + r r 11- + + r + + r + + + + + + 1- + + 1 + T r 1 i + + + + + . + + WIND SPEED. 20 MPH, EXPOSURE = C + +- EXISITING FgUNDATION.H✓ 1. 1- + + + + + + + + + + + + + + + + ; + + * + * + IMPORTANCE F w = 1.00 + +TO REMAIN TYPICA4. + + I + +1 + + + + 1 + + 1 - + I * r + * F * X- * 1 IMPORTANCE FACTOR, le = 1.00 + + + + + + + - + - 1- + + 1 + + + -1- -r + + + + + + + + r + ,I IMPORTANCE FACTOR, Is = 1.00 r + + + + + + + a r + -1- + + -1- + + + NET UPLIFT: 10 PSF T + 1 * + * * * * * LINE OF EXI TING CHANGE * * * 1'- + * r LINE OF EXISTING CHANGE 1 GROUND SNOW 45 PSF CODE FIG. 1608 2 + + + + + 1 + + i- i- *LI HEIGHT E II IN NCREIE I 1 -r + -r -r + + + + IN HEIGHT OF CONCRETE DESIGN WIND PRESSURE P = 20.5 PSF VARIES + + + + .- I CALCULATED WIND BASE SHEARS (FOR MWFRS)-Vx = 43.0 KIPS + + + + + + +SLAB TDN GR DEQ VERIFY -r 1 + + + -r SLAB ON GRADE. VERIFY Vy = 68.D KIPS a ° .I- 1 + + + - + + UA4 Lbck ON IN FIELD. + + + + + X- EXACT LOCATION IN FIELD + + + - r 1'-0' STEP 1 + + 1+ r + +1 -r 9'-6'+STEP EARTHQUAKE DESIGN DATA + + + + . 1 + + + 1� 1� ` + * + * '� ro SEISMIC LOAD= 1613, 1614, 1615, 1616, 1617, 1518 CONSULTANT: 1 + + + + � + + + + + + + + r ' + X- + + + + 2n FIG.1615(1), FIG.1615(2), TBL 1615.1.1, TBL 1615.15, TBL.1616.3.1, TEL 1617.6 -- + + + + + + + r . + + , + � EQN.16-34 1 " + + + + + r .1. r +- �1- + 1- 5/S-41- +' 1 + r + '+ r + 3/S-4 SEISMIC USE GROUP CLASS = I 141- I. + + - + + + 83'-I' + + + + T -- + 11.1.2- SPECTRAL RESPONSE COEFFICIENTS Sds = 0.316 + + + V+' 1 r + I + + + - VIE + + + + + + SITE CLASS (ASSUMED) CLASS = D O 24 + + + 1 + + r + + +I + + 1 * _ * _I* '- _ * __ * SEISMIC DESIGN CATEGORY B " r r + + r + + r r + + + X 1. T 4" THICK CONCRETE SLAB N GRADE. -" + + + + + + r + + + + + + + r - + + 1 + + REINFORCE WITH W/6x6-WI4/W1.4 WWF BASIC SEISMIC - FORCE - RESISTING SYSTEM 1 + + + + r + i 1 r + + + + + -r + + -r + AT -I" FROM TOP OF SLAB + 1 + + - + + 1 + - + r + r + + + + + r + + PLACE SLAB ON 6 MIL POLY VAPOR BARRIER 1 + r + + + + + + + 1 r + 1 + + + + + + + + (2) BUILDING FRAME SYSTEMS AND 4" MIN CRUSHED ST BE CUSHION. + + + + + + + + r _ HATCH INDICATES NEW AREA OF HATCH NDICAIES NEW AREA OF r + + + + + + (MIN) If D. ORDINARY STEEL CONCENTRICALLY BRACED FRAMES + + + + + + + + -r -r + + + SLAB TO BE PLACED OVER 3/4" STONE SLAB TBE PLACED OVER 3/4" STONE + + - + + + + -r SUBGRADE TO SPECIFIED C MPACTION + + + 1 X + + + + + - + + COMPACTED FILL OVER THE EXISTING COMPA0QIIEED FILL OVER THE EXISTING + + + + + + + + RESPONSE MODIFICATION FACTOR - Rx = 7 - r - - _ r- --�Ir 1 Irz_ � �� ATION = E NCE ELEVARON = 0'-0" DEFLECTION AMPLIFICATION FACTOR - Cdx = 3 r III + + GUY T NL + + r r- - r--------1 r___-__ + r 1 + + 1 + + r____ __� d. BUILDING HEIGHT LIMIT, FEET -H 25 FT Z r 1 - r ),___ 11 -_,I CONCRETE SLAB TYPICAL. I r- ,I I I + + 1, + 1 r , + I r-T l I CONSULTANT: r + + 1 1 1 ---III + i + I { + EXISTING FINISH 0 ELE + + II II II 11 II II + IGr 1 + iI Ii - ANALYSIS PROCEDURE n _ A I - 7 f- pui + + r- + + - - - EQUIVALENT LATERAL FORCE PROCEDURE V = CsW ui oflnx�xcs nxo m11*m+u^snnrs nPPuxmo nE w mlusnmrz amu�xnE u�o UHl FDN XE➢MPX F n1E HID NK. E nfPflODUCnCN C£M,5 OARRAUM FOR _ + + + + + + II II - -- IL__ I-_JI r ? S r4+ + r�L�_rIT_iId r -r + + 1/S-4 I -- SEOISM CIL B B ASR N SHEAR CA P A C T E S; VY 32.9 KIPS rN s OFEC ANYA M RIM ixipnflf"sxc sREo RE.W .AM,JH 12/5-4 J , _ - 2/S 4 I 1 - U �j y +/ -r + + + $AWCUi EXISTING CONCRE $LAB LL F6] -12 SOILS REPORT V30000PSFPS ivlusiiiioi cussvEur Proal"w sH oxu.wof or fn,lcs won + + 1 1 + + UL_ Jj IL_ Jy y r _ REINT,rFTG/ �$ _ + _ ^LL CEaPflESELNED�„nff + 1 + rB RS T N. , + 1 r F6 30 + + P6 3U 0 a 1 A /F g +- - F6 30 F6 30 1 O[� � I I +- + TEA.WAY+ + + + r + + + -r + + + + TO PLACE NEW CONCRETE FOOTING + + + r + + + + pl6 P16 1 PI6 + + + + + r Ply + r AND PIER AS REQUIRED RP DETAILS P16 ~ y + + 1 I- + + + - i- +- 1 +- + +- + Ntl' N x + + 1 + + + + + + + + + r 1. LLi W Q l C 4 + + + REVIEW RESPONSE '� O + + + + + + 1 + + + + r + + 51602: REFER TO PLAN NOTES ON 5-1 AND 5-2 FOR PROJECT SPECIFIC ELEMENTS - + I- s STRIJC'I'GItAL CNGINBGRS -, ds 1 _ _ _ + + + + + CELLAR AREA TO BE ABANDONED AS LISTED N SECTION 51602 DEFINITIONS/NOTATIONS ra.nax ev vnlalwrnnl.rwovm �r 1 + 1 + -, + - r + + 1 T l r * + 1 + + r- INFILL STAIR AREAS WTH FRAMING. + + + 1 r + + + + 1 51603: REFER TO THE PLAN AND DETAIL DRAWINGS Si IBRU S7 FOR SIZE SECTION A alzzmewe s2zzmezrm r 1 rr + + + r + + r - + 1 LOCATION OF STRUCTURAL MEMBERS. REFER TO DWG S2 FOR LOADING, r r r + X- + m 51604: THE BUILDING HAS BEEN DESIGN IN ACCORDANCE WITH ALLOWABLE STRESS DESIGN / + 1 + + + + r + + + + + _ 6 S-4 I + r + a 1 " 1 + X- 1+ + - 51605: TDHE DESIGN LOAD COMBINATIONS AREAS(FORMULA 65-7 0 + J r - + + - + + +5/S 4 + +� + + + + 3/S-4 i ) + + r + + + + + + r + + r DA FORMULA 16-6) T + + 1 + + + + + + -r + + + D+L+(Lr 0. 5 or R) FOR 16-9 * ;- + + �1 + D+(W or 0.7E)+L+(Lr or 5 or R) FORMULA 16-10) + + 1 r r + + + + r 1 + r 06D+W FORMULA 16-11) + 1 + + + + + r + + + 1- + + OGD+07E (FORMULA 16-12) cvs / . I r + + 1 + + r + + T 51606: DEAD LOADS AS LISTED ON DRAWING 5 T + + + 51607; LIVE LOADS AS LISTED ON DRAWING S-0.1 a a ' - r + + + + -r + -11 - 1 * - + I + 1 r + -0 r + + + r + -1- + + + + + + + 1 + + r + + 1 + 1 +� 1- + + + 1 51608 SNOW LOADS AS LISTED ON DRAWING 5-0.1 + + + + + r + + 1 r + r 1 1 1 1- + + + 1 + + r r + + r + + + X- + 1 + + r + + + 51609' WIND LOADS AS LISTED ON DRAWING S-0.1 III - - + + + + " r 1 r- - - + + + + + + '+ -r + + + - + + �___+ + + r + 1- j 31-j+ -1- + r-i,I S1610' DOES NOT APPLY NEW STORE + + + + + + + +ilr + + 111 F 1 +�11 + + + r + + �I + + 1 _ r,_ 1+ ,. + 1 +- + + + + -r + + I + " + I + + -I + + + + + I 11 + + r + h + 111- + + I I I I _ 51611: INCLUDED IN ROOF LIVE LOAD ON DRAWING 5-0.1 i+ ��- ter -+-�- hl r l II l� - - 1 r- T I -� 4 +-I F- �T v + d - - ,. + vim T-rl-� - � �� B.7 S1612: DOES NOT APPLY t C T^ i `°1 + + + 1 + + +II 111 1 + + ` I + + + + -r + 1 I� II + * S1613: EARTHQUAKE LOADS SEE DRAWING 5 D1 OJ ORE NUMBER: 315 12 S-4 _ I I - �r�T I I 1/S-4 / + + + r r 11 �1-rJ H- + + + @/S74 + !Li=ji + + + I - + uL-1-J, + r 2/S-4+ rlL--fiJl + + LL_1_J, S1614 EARTHQUAKE LOADS SEE DRAWING S-0.1 I+ r + + `_r_-r_3' -1- 1 + ` -�--r + + - + + + _ ___ ___ .r + i + ^+------ -- + -r r R&INF ATG W 5 + + + + + + + + 1 + r + + + + * * + + + FR SAWCUT EXISTING CONCRETE SLAB 51615: EARTHQUAKE LOADS SEE ORAIMNG 5-0.1 / k * * p+5 + - I p5 - y L FS -30 r + + -r 'r + L-+L� FS -12 S1fitfi: EARTHQUAKE LOADS SEE DRAWING 5-0.1 9810 MAIN RD. ' + + +BARS AT+12" GO + * + 1 + + + + + + + -1- r + 1 + * -r _ + + + 1 + + + TO PLACE NEW CONCRETE FOOTING EA WAY + r + + + + r r + 1 + + + + + + 1 + . + + + + 51617: EARTHQUAKE LOADS SEE DRAWING S-0.1 MATTTUGK, NY 11952 + 1 + + + + + + + + !+ P116 r 1 + + + + - + + + PIS + + + + + + -1- r + 1 RIS + -1 -r � + + -r + I -r 1 p16-- + + AND PIER AS RE IRED RE DETAILS 1 P16 "P $1618 EARTHQUAKE LOADS SEE DRAWING 5-0.1 1 . + r + + + r + r + + + + r + + 1 + 1 1 + + - + r + + + + 1- + + + +- + + + + + + 1 + r 7 S-4 + + + + + + + r + + + 1 + r + + + + 1 + + -1- - + + 1 + -1- r + + + + _ S1619: EARTHQUAKE LOADS SEE DRAWING S-0.1 / r + + r r + r + + - + + + + + + + + + + + 1 + + + + + + + + + r + + r r + + + 1 + + + + 1 + + + 1620. EARTHQUAKE LOADS SEE DRAWING 5-01 - F + r + + + + r -+- 1_ _± _1+_+ + a + _r-+_ ir +-+_ + . +-+_ + r + +- i _I. +-r + -r + + 1 + r +i+ + 1---F L - -1- - _ - _ - - - _ J REVISIONS: ^, Try ISSUED FOR BID 08/16/04 I I I55UED FOR CV5 REVIEW 08/30/04 I I s I L J I /S-4 e I I I _ I55UED FOR DOB REVIEW 12/22/04 0 6/S_4 1 I I - 2 REV. PER TOWN REQUIREMENTS 12/21/04 L = -- I ' ' N 4k ' REVISED PER DOB REVIEW 04/01/05 ' 6" THICK CONCREIE SLAB ON GRADE DO REINFORCE WITH W/6x6-WI 4/WI 4 WWF AT -1° FROM TOP OF SLAB. FOUN:7ATI CN FLAN PLACE SLAB ON 6 MIL POLY VAPOR BARRIER DRAWING BY: MMA AND 4" (MIN) CRUSHED STONE CUSHION 5GALE: 1/8" = P-O" SUBGRADE TO SPECIFIED COMPACTION NOTES TO FOUNDATION: DATE' 01/I3/04 FOOTING SCHEDULE PTrn SCHEDULE 1. UNLESS NOTED OTHERWISE ON PLAN, SEE ARGHITEGTURAL DRAWINGS MM( SOB NUMBER; 02-035LL 111V I11:1JU Lli 11:A 11 1/U 1..1. FOR LOCATION AND DEPTH OF ALL SLAB DEPRESSIONS. FOOTING DIMENSIONS REINFORGIN6 PIER DIMEN5I ONS REINFORGING ? 2. CONTRACTOR SHALL COORDINATE ALL VENDOR REQUIREMENTS FOR TITLE: _ SPECIALIZED EQUIPMENT WGINEER ITH STRUCTURAL ENPRIOR MARK x 3 x 12 (5) #5 EACH WAY PRE, 16" 3 TO POURING CONCRETE. MARK PLAN T A TAT F3 3'-O' -O" x 16" SQUARE (6) #6 BARS w/#3 TIES AT 9" O G. Q 3. SEE SHEET ) FOR GENERAL NOTES. FOUNDATION r LL"'11V N/ (4) #3 TIES AT TOP 12" 4. PROVIDE (2) #5 x 4'-0" LONG REINFORCING BARS AT ALL RE-ENTRANT SLAB CORNERS. F4 4'-0" x 4'-0" x 12" (4) #5 EACH WAY ❑ 6) 50HED. LENGTH 5. R5. - DENOTES FOOTING STEP. SEE DETAIL SHEETS. SHEET NUMBER: F5 5-O" x 5-O" x 16" (5) 06 EAGH WAY 6. AT ALL LOGATION5 WHERE PLUMBING LINES EXIT THE BUILDING, = DEEPEN FOOTINGS AS REQUIRED TO ALLOW 6" (MIN) GLEARANGE 1 F6 6-0" x 6'-O" x 18" (6) #6 EAGH WAY = BETWEEN PIPE AND FOOTING. _ 1 ml 1. GONTRAGTOR SHALL SUBMIT LAY-OUT FOR SLAB ON GRADE CONSTRUCTION AND GONTROL JOINTS TO THE 5TRUGTURAL ENGINEER FOR APPROVAL SGHED REINF PRIOR TO POURING GONGRETE. COMMENTS: NOT RELEASED FOR CONSTRUCTION FOR INFORMATION PURPOSES ONLY 2 3 4 5 0 6.4 7 MA I 22'-4'+/- � 22'-5'./- � 22'-0'.l- ' 28'-0'.l- 32'-IIS Il'-02 OFPICE CENTER 66 3291 ROUTE 66 NEPTUNE, NJ. 01153 G' C5J 1(GA ROOF RAFTERS AT I ' O.C. ^ , TEL. (132) 918-2300 FAX. (132) 918-2351 NJ LIC.• 013519 JOHN MONTALTO,AIA,IBA NT.LIG.• 020532 —T— __- --_ _ ✓i ! _ _ 0e 17K_ _- La4 -. -- - -- - - - - - - - ---- _ ]VU -- - - -- - �� - - - - 21- - - - TDB o1s SEAL: - -- .2- _ -- - - -- - - - A.2 _ yR 17J� _ _ - --JN2M24T�i _1ZK_ K_ _ _ !"21x44 _ _ J31i llK _ —w21x49 _ _ 17K 4K- - - -_424a6H - EXTEND REAR WALL 7/S-5 -HIGHER AT NEW 1 ' UNE OF LOW ROOF ®: MANSARD. CO(R) CRICKET TLP. ELEV w/ ARCH DWGS. � , EA. SIDE 1 / / -O T/AINGLE12"X16" PIER REINF wCONT. AN LE 7%4x3 8 UNDER THE STUD WALL AT THE MANSARD (UNDER TE STUD WJ S-5 11/8-5 l BARS FILL CONC SOLID PLUS CON . ANGLE 3x3%1/4 AT MANSARD SIDE RE' DETAIL w/ 3000PSI _ 12/S-5 O I Q I II ONT. A GLL7 8 -_ILI-- I w UNDER E STUD ALL m I 2&K 10 JOISTS ml (3) ROL 16 5Rir 3PING 43%3x1/4 g 43x3%1/43 11/5-5 R , L� ;n CONSULTANT: 43x3%1/4� d3x3xl/4 43x3xV4 U O o o I r32K 12"X16" PIER REINF. w(2) #5 BARS FILL SOLI 43%3x1/4 43%3x1/4 w/ 3000PSI GONG RN5. 43%3t11406xi/4 4+%3x1/9 43%3x1/���7 i 11/S-5 � RNi7 - RCfiD FU WI606 (SLOPES) - L2.' 32K WiBx48 (SLOPES) 32K TU3v WI8x46 (SLOPES) 32K 32K W18x46 (SLOPES) 1 - 329 50K W24xl04 (SLOPES) 0 50K -O •STOP OF STEEL 32K •STOP OF STEEL ~-TOP OF STEEL � STOP OF STEEL � '-TOP OF STEEL TOP Of STEEL .Y 13/S-5 = +16'-9" HI POINT 1/S-6 = +15'-9" LOW POINT 1/S-6 = +16'-9" HI POINT 1/S-6 = +15'-9" LOW POINT 1/S_6 = +16'-9" HI POINT = +1`l'-9" LOW POINT���/// CONSULTANT: I 8/S-5 j ALL RRANNNGS AND M 17DSH MAIERALS APPEARING HdflN W SNNrf ONIWNAL AND I I. I, j, I. uxPUMusHED waH or THE..NPER. mE REPRROUDP !a THIS....FOR 1. 11/5-5 TNE PURPOSE Lf cWnxo ms N OR RE PND SAD DRAMxG 41ALL HE ' 4'-0' a'-5$ 5'-0' 5'-0' 3-55 3 -T4 305'-0' = 15,-0' 3'-14' 3'-54 3051-0' = 15'-0' 3'_g4 3- 3015'-0' = 15'-0' 3'-82 -88 305'-0' = IS'-0' 4'-0' 4'-0' 3'-0' -6' rN�DVEDCOMPAANY ARRE9 BERN OPEwNCH SNA L"BEPRREA vireo'TG THE A — - u fuLl£sr Ex1ENr Ef NnnENT STATUVU O 43x3x1/4 43004 Q ti t1. 3) ROBRIOINGRTU4 CONTA 1GLEI/B 210 ' - e .E + _ " 'x •3 NDER E STUD ALL + L� m Sti R�U%62 PAIIMIN4UALG ions `' rn '� u P]3293A 266 P21293tl 2fi61 :�r � - Q. m_ 4NMA 43 ...... ,a", a3x3xv4 x3xv+ o J 3 0 0 0 0 12/5-5 'I 12"X16" PIER REINF. w/ (2) #.5 BARS FILL SOLID w/ 3000PSI GONG. I � � ONT. ANGLE 7%4x3 8 EXTEND REAR WALL ' N � � - - �_ - -- - HIGHER AT NEW N UNDER THE STUD WA MANSARD. COORD Jx 11/5-5 cvs / EIEV w/ ARCH DWGS / '� ' CONT AN LE 7%4x3/8 UNDER THE STUD WALL AT THE MANSARD ' ^ y PLUS CON ANGLE 30,1/4 AT MANSARD SIDE RE DETAIL _ -_ x w 14K - i_ _- _ _ - _ -- _ _ -- -x _ _ - - __ _ _ _ - _ x - _ _ ___ _ _ _ x _ _ - - k - - - mo - a rn a c � 7N x GTI '= 0 - K K - 161 M 0° 7K 71 x IN 4/5-5 3 NEW STORE zx FORE NUMBER: I imp 9010 ryap - I -Bxa IfV .F.- -- a + .1 - - - - - -- w xi v.1F L k e �� O MA TITUCK, NYY 11952 I2' CSJ�-0GA ROOF RAFTERS AT 16' O.C. I REVISIONS: ISSUED FOR BID 08/16/04 ISSUED FOR CVS REVIEW 0 ISSUED FOR DOB REVIEW 8//22/04 ROOF 7-RAMING PLAN 2 REV. PER TOWN REQUIREMENTS 12/21/04 scALE: lb" = P-o" REVISED PER DOB REVIEW 04/01/05 NOTES TO ROOF FRAMING: 1. TOP OF STEEL BEAMS VARIES ELEVATION AT (+) 16'-Q" U.N.O. 2. CONTRACTOR SHALL COORDINATE ALL ROOF OPENINGS DRAWINGS BY: MMA PLATE R DIMENSIONS L B w/ MEGHANIGAL DRAWING5. OPENINGS LARGER THAN 12" DIAMETER MARK B N T L 6 L T OR SQUARE MUST BE SUPPORTED ON AN ANGLE FRAME DATE: 07/13/04 fi T +� 3 1/2 x 3 1/2 x 3/5. SEE DETAIL SHEETS. 3. ALL ROOF FRAMING MEMBERS SHALL BE PROPERLY BF-Ar-ED BY THE BP-I 8 12 1/2 1CONTRACTOR/ERE6TOR UNTIL THE STRUCTURAL ROOF DIAPHRAGM MMA JOB NUMBER: 02-035LL D HAS BEEN COMPLETELY CONSTRUCTE . BP-2 II 15 3/4 z • z 4. SEE SHEET 56 FOR GENERAL NOTES. TITLE: 5. ALL STEEL TO BE 50 K51 STEEL. D A 6. INSTALL A JOIST ON ALL COLUMN LINES AND BOLT JOIST TO COLUMN. ROOF FRAMING PLAN ! £ 1 PROVIDE BOTTOM CHORD EXTENSION TO CONNECT TO 3/8" TAB PLATE ON GOLUMN AFTER DEAD LOAD 15 APPLIED. -1. PROVIDE 3"x3"x1/4" ED6E ANGLE AT ALL OPENINGS. 8. G.G. TO COORDINATE MEGHANIGAL UNIT WEIGHTS AND LOCATIONS WITH SHEET NUMBER: STEEL FABRICATOR. REINFORGE THE ROOF FRAMING TO SUPPORT �1 BP-I 2) 4" 1g BP-2 h) 4" Ig MEGH UNITS. HEADED HEADED 9. ALL NEW MASONRY LINTELS IN EXTERIOR WALL TO BEAR A MINIMUM OF 10" L STUDS STUDS ON THE EXISTING MASONRY WALL. FILL CELLS SOLID UNDER THE NEW LINTEL DOWN A MINIMUM OF 36". BEARING PLATE SGHEOULE 10. THE ROOF JOISTS AND DECK SHALL BE DESIGNED FOR A NET UPLIFT OF 15PSF. COMMENTS: ALL SIZES IN INGHES NOT RELEASED FOR CONSTRUCTION FOR INFORMATION PURPOSES ONLY 1 2 3 T4V-4'./- 5 6 6.4 7 MA 23'-4'+/- 22'-2'N- 22'-4'+/- 22'8'H- 22'-0'+/- 2$'-0'+/- 1 OFFICE CENTER 66 3291 ROUTE 66 NEPTUNE, NJ. m1153 ( FAX (132 9918-2 r IeGA G$J ROOF RAFTER$ Ai 16. O.G. AIA,R4 N7RT.LIG.LID.fl 0 0220505 JOHN MONTALTO, F 32 - - - - - - - - - - - - r SEAL: TYP. AT ALL DORMERS. PROVIOE LIGHT CAGE OVERFRAMING 4" TOGA STUD WALL IAT BACK CRICKET OF MANSARD. SPACED AT 16" O.C. W/ TOP AND BOTTOMS TRACK TYP. II 6' I ACJ O AjTjj Af I ' 6' I AG —R A r 4" MAGA STUD WALLD cO BACK / l OF MANSARD. SPACED AT 16" O.0 w/ TOP AND BOTTOM TRACK TYP. ' I CONSULTANT: III y o I hU , RU RD I li �li - - —CA - - B T O � CONSULTANT: ALL BUBHED AND OF THE ENGINEER HE NCFXDLCTON BFN R DR EWO FOR AND OXi1ICII EO WDPN OF G ENGINEER DO M.C.NAR CRAM. DFAWNO EDP CDXSIDDIRM M fAFBNC F N CRTOCR H Ofl ELED SVD EOFSHALL BE MER OF COAPANYA SEETE. BOTH OF MACH EHAll BEE PRICHOCIDNRL PPRRESEECCC D TD THE MICO AND A NN-EST IX1ENl Ci WRRENi STANIES. n w 4" 18GA SND WALL AT BACK 0: F`„NFJ'^�� -b OF MANSARD. SPACED AT 16” O.C. _i 41 4) w/ TOP AND BOTTOM TRACK TYP46T, „� N STRUCTURAL ENGINEB2S 11 PO.W%fi)d FNIMIN(VUALG NIflT1E) ,I G J PD29]A]Lfi F]3293A2fi61 I I A I m I I I LLI 6' 1AG O 11 T A I ' 4" 1811 STUD WALL T BACK �� , LOW cvs / `OF MANSARD. SPAC D AT I6 O.C. CRICKET w/ TOP AND BOTTO TRACK TYP. I - -I- - = zlT=k4 m1 J 1 { - f _ 1T O NEW FORE TYP AT ALL DORMER PROVIDE LIGHT GAGE 10VERFRAMI1G 6' IeGA G$J ROOF RAFTER$ ATII6' O.C. STORE NUMBER: 3105 9810 MAIN RD. MATTITUCK, NY 11952 I REVISIONS: ISSUED FOR BID 08/16/04 ISSUED FOR CVS REVIEW 06/30/04 ISSUED FOR DOB REVIEW 12/22/04 2 REV. PER TOWN REQUIREMENTS 12/21/04 {-#166 ROOF FRAM-I FLAN( REVISED PER DOB REVIEW 04/01/05 SCALE: I/8" = P-O" NOTES TO ROOF FRAMINC, I. ALL FRAMING 5HOWN ON THI5 PLAN TO BE LIGHT GAGE FRAMING 2. CONTRACTOR SHALL COORDINATE ALL ROOF OPENINGS DRAWING BY: MMA N/ MECHANICAL DRAWINGS. OPENINGS LARGER THAN 12" DIAMETER OR SQUARE MUST BE SUPPORTED ON AN ANGLE FRAME DATE: 01/13/04 3 1/2 x 3 1/2 x 3/H. SEE DETAIL SHEETS. 3. ALL ROOF FRAMING MEMBERS SHALL BE PROPERLY BRACED BY THE MMA JOB NUMBER: 02-035LL GONTRAGTOR/ERECTOR UNTIL THE STRUCTURAL ROOF DIAPHRAGM HAS BEEN COMPLETELY CON5TRUGTEO. TITLE: 4 SEE SHEET 56 FOR GENERAL NOTES. 5. ALL STEEL TO BE 50 <51ALL STEEL. HIGH ROOF F � T�TfN PLAN r �N 6. INSTALL A JOIST ON ALL COLUMN LINES AND BOLT JOIST TO COLUMN. 1111111 �( r ll�'11.V111V 11 rLL"11V PROVIDE BOTTOM CHORD EXTENSION TO CONNECT TO 3/8" TAB PLATE ON COLUMN AFTER DEAD LOAD 15 APPLIED. -I. PROVIDE 3"x3"xl/4" EDGE ANGLE AT ALL OPENINGS. SHEET NUMBER: S - 3 COMMENTS: NOT RELEASED FOR CONSTRUCTION FOR INFORMATION PURPOSES ONLY C�OF COLUMN $ FOOTING C� OF COLUMN $ FOOTING ANCHOR IL 10/ ANCHOR BOLTS RE: DETAIL 10/5-3 RE: DETAIL 10/53 FOR 51ZE AND QUANTITY EXISTING SLAB TO BE FOR 51ZF AND QUANTITY EXISTING SLAB TO BE 5AWGUT TO INSTALL NEW 51 TO INSTALL NEW NEW CONCRETE SLAB NEW GONGRETE SLAB FOOTING. FOOTING. RE. PLAN. RE: PLAN. #4 DOWELS AT 12" O.G. #4 DOWELS AT 12" D.G. #4 DOWELS AT 48" OG. #4 DOWELS AT 48" D.G. NEW GONGRETE SLAB EMBED 4" INTO EXIST. EMBED 4" INTO EXIST. I'-4" 4" EMBED 4" INTO EXIST 4" I'-4" EMBED 4" INTO EXIST. R6 PLAN. QAf.7 CfR�1lM EPDXY SET. EPDXY SET. EPDXY SET. EPDXY SET. mTfwm = M.I �� �� 1d.f11Q)NF91M X X X X X - X X X X X� _ JOINI'IOIRILIO�AIAIM ILT.YG� iwO GOMPAGTED FILL S /� x/ / /,I GOMPAGTED FILL X AY NEW SLAB. -� C [: .ri AT NEW SLAB"T �l yc� K pEXIST. FON. WALL_ - GRADE FOOTING EXISTING SLAB - ( �1L ,- GOMPAGTED FILL AND SLAB. �'- /_�I ,/- T- AT NEW SLAB. EXIST. FUN. WALL W = .• - S.C. TO VERIFY WALL IN FIELD. EXIST. FUN. WALL EQUAL EQUAL W `_ � ' EXISTING FOOTING EXISTING FOOTING SGHEDUL D WIDTH ' Q - AND SLAB. NOTE: DROP TOP OF FJOTIN6 AT ALL PLUMBING INVERTS FOR ROOF DRAINS AND BATHROOMS. EQUAL EQUAL G.G. TO COORDINATE WITH PLUMBING DRAWIN65. SCHEDULE D WIDTH 1 DETAIL AT INTERIOR FTG. DETAIL AT INTERIOR FTG . DETAIL AT EXIST STEP 4 DETAIL AT EXIST STEP DETAIL AT EXIST STEP CCINKLI SCALE: 3/4" = 1'-0" U N.O. 8" 4" #5 CONT Z NOTE: 1 1/4" DEEP (MIN) OR 1/4 TOTAL #4 BAR AT 24" O.G. NEW CONCRETE SLAB 4 CONTRACTOR MAY PROVIDE NOTE: J SLAB THICKNESS 5AW-GUT AT 24" LONG EA. LEG. RE: PLAN a- PREFORMED CONTROL JOINT EAGH CONTROL JOINT LOCATION a� x x x ' x m MARKED ON PLAN USE HALF-CIRCLE OR HALF- 1z ALF- SUCH 5 STRESS- OG #4 DOWELS TO 48" O.G. tt 4" r-4" EMBED a^ wro Ex1sP. DIAMOND @ EXTERIOR WALLS VIII EPDXY ser. x x x X / INDICATES BASE PLOR PIER _ III p/61/ NEW 6" GONG SLAB X IN ' 1/2" PREMOLDED _--- -- AT LOADING DOCK Ib" I l�-�Y /� J�1 )-1 ly JOINT " >�"� SLAB REINFORCING (RE: PLAN) III- LL =��; GUT EVERY OTHER STRAND (2) # 4 BARS CONT \ - 4 Y-1 l� r1 l %I ,AC AGROSS JOINT IF WWF USED / CON811.TA41Ts ,�_ fr' ��' ��=-� � TYPICAL CONTROL JOINT CO vnnmxcs nxv mama unreFas ispEulmc xuEx Mnsnnre onioxu nxo VE PC . MFC OP m[sxaxfI mf..,OD C.D aF MIs oMMx4 Fan C.PC'...,Oi cMnxc F B MFx OF XES9 O sW onnmxc MES MO C. ED A Noonan aF 9om mC PreciEssox/L copE a Emacs/Nv I. C - C tC C� - COMPACTED FILL / nlEFi a COLI n XFF , avm of MCO Vr BE nnEEEWIEU ro TOE J / NLLE4 EFRNi F CxnnENi SUNrti #3 TIES = - '� � ® 36 �_ �_ 'I / L /T` / ^ � ,��' AT NEW SLAB. SLAB REINFORCING (RE: PLAN) \ DISCONTINUE AT JOINT IF WWF USED CONTRACTOR HAS OPTION OF i 1/2" DIA x 18" L5 DOWELS _ ® 36 USE PVC, SLEEVE USING ROUND OR DIAMOND- o _ "• #5 ® Iz" O.G. ONE END SHAPED ISOLATION JOINT .A. .•oci EXISTING SLAB Q EACH WAY METAL KEY JOINT t© EACH FAGE GRADE ATTACH TO 2x WOOD W I- CONTROL OR STRUCTURAL ENGR4ECRS E. 0 P.O.RO%42tl fARMINGUALR,NJ OTI2] f CONSTRUCTION JOINT EXIST. FUN. WALL P�n.vie.x�e mz9�e.zesl .;.LVA �� .'Oy WIDTH 10I "ALL •� ° •' MRELRD 0"RMIN. RED. x x X-1 x TYPICAL COLUMN ISOLATION JOINT + o EXISTING FOOTING - NOT TO SCALE SFB3 3 #5 DONT STEP ONE STEP TWO CVS "7' #5 ® 48 REMOVE WOOD FORMS FOR I� 2'-4" SECOND POUR. J � TYPICAL GONSTi@UGTON JOINT � NEW STORE AT LOADING DOCK AND STAIR DETAIL AT INTERIOR PTC. STORE NUMBER: 3105 SCALE: 3/4" = 111 U.N.O. ANCHOR BOLTS 12' RE: ARCH FOR NEW 12"A6" MASONRY RE: DETAIL 10/5-3 OF COLUMN 8 FOOTING W10�MyA.IyN RD. 12„ TREADS AND RI5ER5 PYP (5)PIER AT RAR OFILLF BUILDINGSOLID FOR SIZE AND QUANTITY SAWGUTGTSL INSTALLOBNEW MA17MI KNY M2 -1N STEEL COLUMN 5GHI=1:)ULi= n,P - w/ 3000P51 GONG. AND REINF. FOOTING. #3 NOSE BAR W/ (2) #5 BARS. TYP EACH STEP #4 DOWELS AT Iz" O.G. REVI610N8: - COLUMN MARK A2-2,A.23, NEW CONCRETE SLAB i A.2-5, A2-6..44 RE PLAN. 4' EMBED 4" INTO EXIST. INN— - B2, B3, B4, BS EPDXY SET. MM MR BR) 0E/16/04 86.4, 5.1-2, 5.1-5D FOR CV8 REVD OBWAI 131-4,13.1-5 [3.1-6.4 , • v GRADE _ RJ W FOR DO9 REVIEW 12M/04 x 2x04 RE 1 /04 ! 1 l � Y REN PER TORN REIiJIRp`�1f6 BMA94 3NGHOR ROOF 8 IRI PER DOB VIEW 0M BOLTS K/ El" EMBEDMENT _ - - ®5 ® 12 Has 6x�X3/8 TUBE COLUMN AT NEW SLAB. GOMPAGTED FILL TYPICAL COLUMN BASE PLATE u C U O NOTE: c1 _ ^� _ �1�y r� l—> l� "l—r�. ORaINJrt BYE mu PLACE STAIRS ON R, COMPACTED SPEGIFIED ��f�� V a��.:\ ='I /` J DATE= d6 5UBGRADE. I'1 W JOB NUITM 02-OSBLL EXISTING SLAB z #5 BARS AT 12" O.G. -I GRADE 7 N O HORIZONTAL ro FINISH FLOOR -ry �,_-I`rt_i`,r=rl i 8`rBC� EXIST. FON. WALL EQUAL EQUAL FOUNDATION DETAILS #5 DOWELS ATO O.G. r G.G. TO VERIFY WALL SCHEDULED WIDTH EXTEND 24" INTO WALL ' �: O.G.)s / IN FIELD 10" MIN. BASE PLATE12 WIDTH REOUIRED. &W NWI e B (3) #5 BARS TT WAY �-� �N H 12 a TOP AND BOTTOM OF \J 3" THK I � _ - (3) #5 BARS CONT. (2)V,I T BASE PLATE TYPE I .yam— w/ #5 BARS AT FOOTING. ANCHOR BOLI TYPE 48" O.G. #I DOWELS EXTEND ANCHOR (4) 3/4" DIA I 4" p-4" 24" INTO MASONRY PIER. ✓� DETAIL BOLTS A501 BOLT5 y 6" 10' 6° 1 3'-O" (5) #4 DOWEL5 EPDXY SET NOT RELEASED FOR CONSTRUCTION FOR 1k 4" EMBED. INFORMATION PURPOSES ONLY 10 COLUMN SCHEDULE AND BASE PLATE DETAILS 11 DETAIL AT EXTERIOR STAIR 1 DETAIL AT EXTERIOR STAIR 1 DETAIL AT COLUMN FOOTING SCALE: 3/4" = I'-Q" U.N.O. LINTEL SCHEDULE (NON LOAD 5EAR1 NG AALLS) WALL CLEAR SPAN THIGKNE55 4'-O" OR LE55 4'-I" TO 5'-4" 5'-5" TO 6-4" 6'-5" TO 8'-0" GONGENTRATED LOAD (OVER 150# BUT NOT 3-5/8" L 3-I/2x3-I/2xl/4 L 4x3- /2x1/4 L 5x3-1/2x5/16 L 5x3-I/2x5/I6 RE: GENERAL NOTES �J TO EXCEED 400#) MA FOR FLOOR DECK / MAX 2 LOADS PER JOIST 5-5/8" 5x5x5/I6 5x5x5/I64 D' Sx5x5/Ib Sx5x5/I6 1 -7-5/8" (2) 3-1/2x3-I/2x1/4 (2) 3-I/2x3-I/2xl/4 (2) 3-1/2x3-I/2x1/4 (2)5x3-1/2x5/16 ANGLE 3x3X5/I6 FRAME WELD L X33 1/4 9-5/8" (2) 4x4xl/4 (2) 4x4x1/4 (2) 4x4xl/4 (2) 4x4x3/5 Max OFF= CONNM x W MEGH OPNG STEEL JOIST II-5/8" W8x24 + GI2x201 W8x24 + (C12x20.'I WHx24 + GI2x20.1 W6x24 + GI2x20.P 7LL.l3i)wr IRE: MEGH DWGS TYP M'M lb7)1b-0!N ALL 3/16" J=1111 R/LIAAKM ILY•LIC.0 p1Y ONE OR BOTH MEMBERS r MAY BE ELIMINATED 3/16° THE GENERAL GONTRAGTOR SHALL PROVIDE STEEL LINTELS IN ALL OPENINGS IN _ — — DEPENDING ON OPENING WIDTH MASONRY WALLS, INGLUDING THE FOLLOWING: FIELD WELD ANGLE •ABOVE ALL METAL FRAMES IN MASONRY WALLS (UNLESS NOTED ON THE DOOR SCHEDULE TO BE FRAMED WITH STUDS AND GYPSUM BOARD) 2 x 2 x 1/4 EACH SIDE VERIFY IN FIELD • ABOVE ALL NEW OPENINGS, PA55AGE5, ROLL-UP OR OVERHEAD DOORS, IN MASONRY TO CHORD PANEL POINT WALLS. •ABOVE ALL NEW HEATING DUGT5 PA551NG THROUGH MASONRY WALLS. RE: GENERAL NOTES , •ABOVE ALL BUILT-IN ITEMS (SUCH AS GABINET HEATERS, CONVEGTOR5, LOUVERS, FOR FLOOR DECK N _ ____ ______________ _ ilii a AT ALL PANELS, ETC.) AT ALL LOCATIONS WHERE NOTED ON THE PLANS ANO/OR WALL SECTIONS. L3X3X 1 4 USE LINTEL SIZE INDICATED UNLESS NOTED OTHERWISE ON PLAN JL JL / �� GHA ER 2 ANGLES 5-I/2x5-I/2x3/S X 0'-3" LONG SHOP FABRICATE IN SIZES TO BE AS INDICATED IN THE SCHEDULE ABOVE, LENGTHS TO BE THE FULL MASO BETWEEN J015T FOR CURB FOUR THUS ACCORDANCE WITH OPENING AND MINIMUM H" BEARING ON EAGH END. SUPPORT. SPACE TO GLEAR FIELD CUT AS REO'D JOIST SPACING MECHANICAL PENETRATION FROM STOCK LENGTHS NOTE: VERIFY OPENING WHx24 STEEL BEAM w/ SIZES ANGLE 6X4x5/aXO'-4" FRAMES NFOR ROPEN NGS OVIDE 4' BEARING ON BRG PL 3/8"x-7"x7" w/ (2) I/2" DIA. LARGER THAN 12" 4" LONG HEADED ANGHORS. CONCENTRATED LOAD BOTH WAYS (OVER 150# BUT NOT 2 ANGLES 3-1/2x3-1/2x3/8 G12x20.1 GONT. WELD TO TO EXCEED 400#) MAX 2 LOADS PER J015T FIELD WELD ANGLE BETWEEN JOIST FOR OPENING 4:STEEL BEAM w/ 2" LONG 1/4" 2 x 2 x 1/4 EAGH SIDE SUPPORT. FILLET WELDS AT 12" O.G. CINBULTANis TO CHORD PANEL POINT LINTEL AT LOADING DOCK DOOR 4DETAIL AT INTERIOR 1=76. DETAIL AT POINT LOAD ON J015T DETAIL AT POINT LOAD ON JOIST LOOSE LINTEL SCHEDULE SCALE 3/4" = I'-O" U.N.O 2„ 62„ 62„ 62x 6 �_ � ROOF DECK EXTERIOR 6" I66A STUDS EXTERIOR 6" IbGA 5TUD5 EXTERIOR 6" 18GA STUDS AT 16" O.G. AT 16" O.G. O AT 16" O.G. 0 0 CONT. ANGLE 3x3xl/4 O I GONT ANGLE 3x3x1/4 GONT. ANGLE 3x3xl/4 — — _ — Ib 6A. (CONTINUOUS COWLT'ANTs — — METAL — — — — — — — — — 6-RUNNER u oaA rvcs AM.wi rz xArznus Pun:xo xe cx caxsnmre on:wxA xP T.0.5. 16'-9" uxweusxso moa."F ms sxaxsen. me aexawucnsx of m:s....Fon T.O.S. 16'-9" VE Pxavasc OF CWP NO mIS MRK oa Nc MNs suo xFAvnrvc sxuc e T.O.S. 16'-9" �� xsosasu A xmnnax OF eom ms AROMR 0x0.fAOF aP s A FRAMING s IKFF!T cWPnnv AssC 9oM aF WAIW sxnu BE PaCSEa � 1F� MEMBER Fuuesr sxrtnT F waa'vslr srnnres. ,� y � 0 RE: PLAN zq�0 ....... _ -% MIFION EAGH SIDE OF SOFFIT, 1 x x 1 - Fv ATTACH TO JOIST BOTTOM X IN T CHORD AND TO EACH N VERTICAL METAL STUD WITH KOC J Pa Mx nTs FAR LirvcnLI cmN aas NO & ® STANDARD SJI BRIDGING SUSPENDED SOFFIT RE: PnzDze xn6 ms193 zas1 O INFILL BEAM WEB w/ O ARCH PROVIDE 3 5/5 18 GAL . INFILL BEAM VIES N/ INFILL BEAM WEB w/ 6" 186A STUDS AT 16" O.G. 1-1/4x1-1/4x1/8 'X' BRAGE AT METAL STUD KIGKER AT BRIP&INC, PONS AT ALL RAFTER TO 6" 1136A STUDSSTUD O(C -- - 6" 18GA STUDS AT I6" O.G. ALL (4) NE TEK SCREWS TYP. x11 (6) #12A EK SCREWS TYP. x 60N#NEG O SCREWS TYP. x 6AI86A 5 UDS AT I6 EXTERIOR 4'-O" O.G. Vy/ (2) #10 SCREWS 5 TO BE x x _____--- x x RE: PLAN FOR J015T BE ______---- x x TO VERT. STUD AND A/ L50 CONNECTIONS TO BE CONNECTIONS TO BE INFILL BEAM WEB w/ GONNEGTOR TO STEELcvs / " O.G. TRACK AS REQUIRED. RE: PLAN FOR JOI5T BEAM - F--- RE: PLAN FOR J015T BEAM ALL RAFTER TO STUD IF SOPPIT CENTERLINE OCCUR AND RAFTER SIZES TYP. AND RAFTER SIZES TYP. AND RAFTER SIZES TYP. GONNEGTIONS TO BE MORE THAN 6' FROM JOIST O (6) #12 TEK SCREWS TYP. REITTOMNFORCE cI1OR0 PANEL PR Imo, REINFORCE JOIST AS PER f op 0 1 O 1 AND RAFTER RE! PLAN FOR J01 TYP. z/Sa 11 +jNEW STORE DEVIL T HI/LOW DEVIL T HI/LOA M7 DEVIL AT HI /LOW DETAIL AT HI /LOW DETAIL AT INTERIOR HANGING 507-7-IT S?OMNLMR= 3105 SCALE: 3/4" = I'-O" U.N.O. ROOF DECK SCALE: 3/4" = 1'-O" LI N.O SCALE: 3/4" = I'-O' U.N.O. 5GALE: 3/4" = 1'-0" U.N.O. 5GALE: 3/4" = 1'-0' UN.O. CONT. 2x P.T. WOOD CONT. 2x P.T. WOOD CONT. IN P.T. WOOD MATT MAIN RD. X-BRIDGING BY BLOCKING BOLT TO BLOCKING BOLT TO BLOCKING BOLT N1 MATirRIGC NT � � J015T MANUF. NEW BOND BEAM w/ NEW BOND BEAM w/ NEW BOND BEAM w/ ROOF FRAM NG 24" O.G. TYPICAL. 24" OG. TYPICAL 24" DIA. BOLTS AT RO F FRA INC, BOLT TO PARAPET WALL BOLT TO PARAPET WALL CO O.G. TYPICAL. I/2" DIA. BOLTS AT 1/2" DIA. BOLTS AT AN. CONT. ANGLE 3x3x1/4 CONT. ANGLE 3x3x1/4 T. ANGLE 3x3x1/4 BOLT TO PARAPET WALL I88UF.D FOR BD 08/14/04 /-L/�„ nia FxP BQL _/-U2„ Ain XP BOL — — ./ i24 QlA_-E 5x5x3/I6 LENGTH CONT. 2x P.T. WOOD AT 24" O.G. AT 24" O.G. AT 24" O.G. � �F�C� � REQUIRED ® 5'-0" O.G. MAX. — BLOCKING BOLT TO — — — — _ _ — — — — _ _ Im" FOR DID REM =04 LOCATE AT JOIST BOTTOM NEW BOND BEAM w/ — — GHORD PAN L POINTS 6 ARCH _ 1/2" PIA. BOLTS AT �� Z R1I.PER T/UN REfiJIdTb QRlf04 GA. GON NUOUS 24" O G. TYPIGAL RE: PLAN FOR BEAM SIZE. FW*V MR DOB FEM 0410M M G-R_ NER 8" DEEP BOND BEAM FILL RE: PLAN FOR N/ 3000P51 CONCRETE BEAM SIZE. 3/8" STIFF. PL B5. REINF. w/ (I) 114 BAR. ,I L2X2X3/I6 CONTINUOUS ON #12 TEK EAGH 51DE OF SOFFIT, pp 3/4" GAP PLATE TOP AND BOTTOM DRAM BY% '� SCREW EA END ATTACH TO J015T BOTTOM 0 EXISTING MASONRY WALL 6 w/ (4) 3/4" DIA. A325 BOLTS. CHORD AND TO EAGH uL DAM VIAS/04 VERTICAL METAL STUD WITH STANDARD 5JI BRIDGING 4" DIA. STUD PIPE GOL. #12 TEK 5CREWS — ROOF SHEATHING BEAR NG PLATE E. R I I MMA JOB Wl'IBQ� Ot-0381:1. O SUSPENDED SOFFIT RE: _ _ _ — RE- ARGH DWG. I-I/4x1-I/4x1/8 'X' BRAGE AT PLAN FOR SIZE. ARCH PROVIDE 3 5/8 18 GA. — - - - - - — — BRIDGING ROWS AT EXTERIOR T1T1.Es METAL STUD KIGKER AT ROOF FRAMING WALL ONLY. 12"xlb" MASONRY PIER FILL RE: PLAN FOR 4'-0" O.G. W/ (2) #10 5GREW5 RE: PLAN. SOLID w/ (2) #5 E 1 CONCRETE BEAM SIZE. FRAMING DETAILS 0 0 N/ DEEP BOND BEAM FILL REINF. w/ (2) #5 BARS FULL TO VERT. STUD AND W/ L30 CONT. 2x P.T. WOOD w/ 3000PSI CONCRETE HEIGHT. TRACK AS TO STEEL BLOGKING BOLT TO REINF. w/ (1) #4 BAR. 3/8" STIFF. PL B.S. TRACK AS REQUIRED. NEW STEEL BEAM w/ REFER TO DETAIL 12 THI5 AT mscONnNuouS EDGES CONNECT DECK TO _ E: ARCH _ I/2" DIA. BOLTS AT #5 BARS AT 32 O.G. FILL REINF, SHEET FOR ADDITIONAL NOTES. 8I'�T NII' CONTINUOUS SUPPORT WITH CONNECTORS AT 24" O.G. 5TAGG. TYP. GELLS 50LID w/ 5000P51 GONG. REFER TO DETAIL 12 THI5 6' oc Max. SHEET FOR ADDITIONAL NOTES AT DISCONTINUOUS ENDS CONNECT DECK TO STEEL BEAM RE: PLAN SUPPORT AT Each vauee DOWEL NEW WALL TO EXISTING w/ 36• COVERAGE FOR SIZE. #5 DOWELS AT 32" O.G. FILL BEARING PLATE RE: EXIST. GELLS SOLID w/ 5000P51 PLAN FOR SIZE. EL WDING PATTERN 36/1 GONG.EL 0 PUDDLE WELD p 12"xlb" MASONRY PIER FILL ccmem METAL DECK EXISTING MASONRY WALL EXISTING MASONRY WALL VERIFY SOLID w/ 3000P51 CONCRETE NOT REIEASED FOR CONSTRUCTION FOR TO BE REMOVED RE: 12 IN FIELD. A55UMED 10" WIDE NOMINAL. REINF. w/ (2) #5 BARS FULL INI'MA11ON PURPOSES ONLY ARCH FOR EXTENTS OF NEW HEIGHT. STEEL SUPPOR CONNECT SIDE LAPS WIT OPENINGS. zPPORTS W - DETWEEN 1 1 DETAIL AT PERIMETER DETAIL AT PERIMETER 1 DETAIL AT MASONRY PIER DETAIL AT MASONRY PIER 10 SUPPORTS 14 5GALE: 3/4" = I'-O' U.N.O. 5GALE: 3/4" = 1'-0" U.N.O. 5GALE: 3/4" = I'-O" U.N.O. SCALE: 3/4" = I'-O" U.N.O. 5GALE: 3/4" = 1'-0" U.N.O. BOLT J0I5T TO TOP OF COL 3/4" GAP PLATE BOLT TO THEN WELD w/ MIN 6" GENERAL CONSTRUCTION NOTES 16. MISCELLANEOUS WOOD OR COLD FORMED STEEL BLOCKING, 21 WATER SHALL NOT BE ADDED TO THE CONCRETE AT THE JOBSITE. 11. THE OPEN WEB STEEL JOIST MANUFACTURER SHALL BE AN SJI TOP OF THE STEEL BEAM OF 1/4" WELD TOTAL. FRAMING MEMBERS, ANCHORS, FASTENERS, ETC., SHALL IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPROVED FABRICATOR. AS MAY BE REQUIRED BY THE BUILDING w/ (2) I" DIA. A525 BOLTS EA. SIDE. 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE BE PROVIDED AS REQUIRED WHETHER OR NOT COORDINATE THE REQUIREMENTS OF THE CONCRETE SUPPLIER AND OFFICIAL, TESTING AND INSPECTION OF THE OPEN WEB JOISTS - ROOF DECK REPLAN OF NEW YORK STATE SPECIFICALLY INDICATED ON DRAWINGS PUMPER TO ENSURE PUMPABLE AND WORKABLE MIX WITHOUT THE SHALL BE PERFORMED BY AN APPROVED AGENCY - - - - - ADDITIONOF WATER AT THE TTHE USE OF MA 2. THE DESIGN GRAVITY LOADS ARE AS FOLLOWS: PLASTICIZERS, RETARDANTS ANDND OTHER ER ADDITIVES SHALL BE AT 12. PROVIDE LOOSE OR HANGING LINTELS NOT SHOWN ON DRAWINGS AS - - - _ _ - - THE OPTION OF THE CONTRACTOR SUBJECT TO THE APPROVAL OF REQUIRED TO COMPLETE JOB. COORDINATE WITH ARCHITECTURAL OL = 1606.1 REINFORCED CONCRETE THE STRUCTURAL ENGINEER. FOLLOW THE RECOMMENDATIONS OF AND STRUCTURAL DRAWINGS. CONTACT STRUCTURAL ENGINEER AS ROOF LL = 1607.1 THE MANUFACTURER FOR PROPER USE OF RETARDANTS AND OTHER PER ANY DESIGN INFORMATION REQUIRED. 3/4" DIA. A325 SNOW LOAD = 1608.2, 1608.3, 1608.3.1, 16083.3 1 CONCRETE IN THE FOLLOWING AREAS SHALL HAVE NATURAL SAND ADDITIVES. USE OF CALCIUM E CHLORIDE OR OTHER CHLORIDE TBL. 1608,3.1, FIG 1608.2 FINE AGGREGATE AND NORMAL WEIGHT COARSE AGGREGATES BEARING SALTS SHALL NOT BE PERMITTED. 13. FIELD WELD ALL ADJUSTABLE LINTEL CONNECTIONS AFTER FINAL CONNECTION BOLTS ROOF OL = 1606.1 CONFORMING TO ASTM C33, TYPE 1 PORTLAND CEMENT ALIGNMENT. PROVIDED SLOTTED HOLES AT EXP JNT 221n FOR I" CM M ALL LL = TBL 1607.1 CONFORMING TO ASTM C150, AND SHALL HAVE THE FOLLOWING 22, PLACE CONCRETE IN A MANNER SO AS TO PREVENT SEGREGATION MOVEMENT. Va �= RAIN ON SNOW = 1608.3.4 COMPRESSIVE STRENGTH (FC') AT 28 DAYS: OF THE MIX. DELAY FLOATING AND TROWELING OPERATIONS MASONRY NOTES SNOW - 1608.6 UNTIL THE CONCRETE HAS LOST SURFACE WATER SHEEN OR ALL 1 CONSTRUCTION SHALL BE E95ERFORMED IN ACCORDANCE REQUIRE MENTS ACI OR I ��,11hl1M FOOTINGS . . PAX f WJ IN-'2m 1411r.� Alli SUPERIMPOSED DEAD LOADS WALLS AND PILASTERS ,. : 3000 4000 PSI COMPLY PSI FREE �WITH UACI RECOMMENDATIONS 302-89CE. FINISHING OF RAND E304-89L FOR I" THRU PLATE ,pINll7RILiC{ANM BT.UG� ASR MECHANICAL................................10 PSF SLABS ON GRADE............... .. .4000 PSI GARAGES, CONCRETE MASONRY CONSTRUCTION AND COMMENTARY" LATEST (EQUIPMENT LOADS NOT INCLUDED) EDITION ANGLE bxbxl/2 3/4" TOP PLATE ROOF ASSEMBLY 20 PSF 2. THE CONCRETE SUPPLIER SHALL SUBMIT MIX DESIGNS FOR 23. PROVIDE 7 DAY CURING IMMEDIATELY AFTER FINISHING USING INDICATED BY THE ARCHITECTURAL DRAWINGS. WELD TOSTEELCOLUMN ON COLUMN. LIVE LOADSFLOOR ASSEMBLY...................... .. ..60 PSF A SUITABLE COMPRESSIVE STRENGTH RECORD MUSTR BY BE SUBSTANTIATED BY ONE OF THE FOLLOWING METHODS: WELD. B w/ 1/2 2. CONCRETE MASONRY UNITS SHALL BE LAID IN RUNNING BOND UNLESS w/ MIN. 12 OF I/4" FILLET " STIFF. SEAL= LT TO BEAM ROOF LABORATORY TRIAL BATCHES, THE PERTINENT CRITERIA OR A. CONTINUOUSLY WATERED BURLAP w/ (2) 1" DIA. A325 BOLTS. 3/8"x6"x5" TAB PL. GROUND SNOW LOAD........................45 PSF CHAPTER 4 OF ACI 316-89 SHALL APPLY TO THE PROPORTIONING B WATERPROOF MEMBRANES 3. MASONRY UNITS SHALL BE GRADE N, TYPE I, MEDIUM WEIGHT EA. 510E OF COL. DRIFT SNOW LOAD.........................VARIES PSF OF MIX DESIGNS AND TO THE ACCEPTANCE OF CONCRETE C SPRAYED-ON LIQUID MEMBRANE HOLLOW CONCRETE UNITS CONFORMING TO THE REQUIREMENTS OFEEDJ57 BOTT. FLOOR: PRODUCED FOR THE JOB.CRETE FAILS TO MEET H DURING CONSTRUCTION, ANY CLASS (ASTM C90. UNITS SHALL F'm) OF 2000 PSI ON THE NET CROSS SECTIONAL AREA AT 28 PLATEGHORH O FLOOR LOAD........................100 PSF BYNTHE TORU SHALL ENGINEER TO ACCEPTANCECRITERIA, SUIBSEOUENTETEES FINISHING OPERATPROTECTIONS ON HOTS DRY ETT EFER TO THE MATOR ANY FOR REQUIRED ITS SH L NOT BE A MINIMUM COMPRESSIVE STRENGTH MIN. 3. THE STRUCTURE HAS BEEN ANALYZED TO WITHSTAND WIND CONTRACTOR SHALL TAKE SUCH STEPS AS ARE DEEMED NECESSARY REQUIREMENTS. PROTECT THE CONCRETE SURFACE BETWEEN DAYS UNITS SHALL NOT BE INSTALLED PRIOR TO ATTAINING THE 6 OF I/4' WELD PRESSURES IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED RESULTS AT NO ADDITIONAL COST TO THE OWNER THE PLASTIC SHRINKAGE CRACKS DEVELOP USING WET BURLAP, IN SECTION 16090 OF THE BUILDING CODE OF NEW YORK STATE CONTRACTOR SHALL ALSO BEAR THE COST OF SPECIAL PLASTIC MEMBRANES OR FOGGING. PROTECT CONCRETE DECK AT 4. BOND BEAMS SHALL BE PROVIDED AT THE TOPS OF ALL CMU WALLS WIND LOAD = 16092, 1609.4, 1609.3, 1609.6.3 INVESTIGATION, TESTING OR REMEDIAL WORK NECESSARY ALL TIMES FROM RAIN, HAIL OR OTHER INJURIOUS EFFECTS. AND AT HORIZONTAL INTERVALS NOT TO EXCEED EIGHTEEN (18) BECAUSE OF EVIDENCE OF LOW STRENGTH OR NON-CONFORMING TIMES THE WALL (CMU) THICKNESS. UNLESS INDICATED ON BASIC WIND SPEED (MPH)............ .......120 CONCRETE OR WORKMANSHIP. 24. SLABS ON GRADE SHALL BE REINFORCED WITH 6x6-W2.0/W2.0 DRAWINGS, REINFORCE ALL BOND BEAMS WITH A MINIMUM 2 IMPORTANCE FACTOR (Iw)...........1.0 WELDED WIRE FABRIC AT -1" FROM TOP OF SLAB IMPORTANCE FACTOR (le). . .... ..1A 3. GROUT SHALL BE NONSHRINKABLE GROUT CONFORMING TO ASTM CONTINUOUS BARS WITH MINIMUM 3000 PSI SMALL AGGREGATE CONCRETE (NOOTT IMPORTANCE FACTOR ((le)) . .1.0 C827, AND SHALL HAVE SPECIFIED COMPRESSIVE STRENGTH AT 25. PROVIDE POUR STOP MATERIAL WHERE NOT INDICATED ON PLANS E: MORTAR MIX DOES NOT CONSTITUTE GROUT). L p ' WIND EXPOSURE.............................0 28 DAYS OF 5000 PSI. PREGROUTING OF BASE PLATES WILL AS REQUIRED TO COMPLETE JOB. • PROVIDE WALL ANCHORS TO ALL BUILDING COLUMNS AT MAXIMUM 48" : EE7A � AT INTERIOR COLUMN LINE GIRD SBI WIND DESIGN PRESSURE (P) NOT BE PERMITTED VERTICAL AND AT ALL BOND BEAMS. DESIGN WALL PRESSURE END ZONE. . . . .32 0 PSF 26. HOT WEATHER CONCRETING: 5. CONFORM TO EARTHQUAKE REQUIREMENTS OF ACI 530-95 AND ASCE DESIGN WALL PRESSURE INTERIOR ZONE......21.2 PSF 4. DETAILING OF CONCRETE REINFORCEMENT BARS AND ACCESSORIES WHEN CONCRETING IS TO BE DONE IN HOT WEATHER 6.95 AS FOLLOWS: 4" 156A STUDS AT I6" O.G. DESIGN ROOF PRESSURE END ZONE..........-16.7 PSF SHALL CONFORM TO THE RECOMMENDATIONS OF THE ACI DETAIL CONDITIONS THAT COULD ADVERSELY AFFECT THE AT REAR MAN5ARD WALL. DESIGN ROOF PRESSURE INTERIOR ZONE....-10.0 PSF MANUAL (ACI SP-66) AND WITH ACI "MANUAL OF STANDARD PROPERTIES AND SERVICEABILITY OF CONCRETE, SPECIAL PROVISIONS FOR SEISMIC PERFORMANCE CATEGORY C: FASTEN BOTTOM TRACK TO PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES' PREPARATIONS AND PROCEDURES OUTLINED IN ACI 305R- STEEL ANGLE w/ .145 DIA. COW LTAWs (ACI 315). 91 SHOULD BE FOLLOWED UNLESS OTHERWISE NOTED IN ELEMENTS NOT PART OF LATERAL FORCE-RESISTING SYSTEM POWDER ACTUATED FA5TENER5 4. THE STRUCTURE HAS BEEN ANALYZED FOR EARTHQUAKE LOADS AND CONSTRUCTION SPECIFICATIONS. AT 16" O.G. RESISTANCE IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED 5 MIXING, TRANSPORTING AND PLACING OF CONCRETE SHALL VERTICAL REINFORCEMENT SHALL CONSIST OF AT LEAST ONE NO. IN SECTION 1613.0 THROUGH 1622.0 OF THE BUILDING CODE CONFORM TO ACI 301-89. 27. COLD WEATHER CONCRETING: CONT. ANGLE 1x4x3/5 WITH OF NEW YORK STATE. ACCORDINGLY, THE FOLLOWING 4 BAR SPACED NOT MORE THAN 48 IN. VERTICAL REINFORCEMENT WHEN CONCRETING IS TO BE DONE IN COLD WEATHER SHALL BE LOCATED WITHIN 16 IN. OF THE END OF MASONRY WALLS IO CONT. ANGLE 3x3x1/4 AT DESIGN DATA APPLIES 6. MINIMUM CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS CONDITIONS THAT COULD ADVERSELY AFFECT THE HORIZONTAL JOINT REINFORCEMENT SHALL CONSIST OF AT LEAST MANA5ARD WALL NP. SHALL BE AS FOLLOWS: (SEE ACI 318-89 SECTION 77 FOR PROPERTIES AND SERVICEABILITY OF CONCRETE, TWO LONGITUDINAL W13 WIRES SPACED NOT MORE THAN 16 IN. SEISMIC LOAD = 1613, 1614, 1615, 1616, 1617, 1618 CONDITIONS NOT NOTED) PREPARATIONS AND PROCEDURES OUTLINED IN ACI 306R- WHERE TWO LONGITUDINAL WIRES OF JOINT REINFORCEMENT ARE RE: GENERAL NOTES FOR FIG. 1615(1), FIG. 1615(2), TBL. 16151.1, 88 SHOULD BE FOLLOWED UNLESS OTHERWISE NOTED IN ROOF DECK. TBL. 1615.1.5, TBL 161631, TEL 16176 USED, THE SPACE BETWEEN THESE WIRES SHALL RI THE WIDEST FOOTINGS.........................3 INCHES CONSTRUCTION SPECIFICATIONS. THAT THE MORTAR JOINT WILL ACCOMMODATE. HORIZONTAL - - SPECTRAL RESPONSE COEEF SLABS ON GRADE.. ..........(MAX) 2 INCHES (TOP) REINFORCEMENT SHALL BE PROVIDED WITHIN 16 IN. OF THE END OF - Sds = .316 PILASTERS. . . . .. 2 INCHES STRUCTURAL STEEL MASONRY. ST = .124 WALLS...........................1-1/2 INCHES (LF.) SITE CLASS (ASSUMED) CLASS....... ..............D 1. STRUCTURAL STEEL ROLLED SHAPES AND PLATES SHALL CONFORM TO MASONRY WALLS SHALL BE ANCHORED TO ALL FLOORS AND ROOF SEISMIC PERFORMANCE CATEGORY............8 PROVIDE STANDARD BAR CHAIRS AND SPACERS AS REQUIRED TO ASTM A 36, WHERE SO NOTED ON PLAN. WHICH PROVIDE LATERAL SUPPORT FOR THE WALL. SUCH AN SEISMIC HAZARD EXPOSURE GROUP CLASS, . ..... I MAINTAIN CONCRETE PROTECTION SPECIFIED. RESPONSE MODIFICATION FACTOR (R) 1A. STRUCTURAL STEEL PIPE SHAL CONFORM TO ASTM A53, TYPE E OR S. ANCHORAGE SHALL PROVIDE DIRECT CONNECTION CAPABLE OF AND DEFLECTION AMPLIFICATION 7. CONCRETE REINFORCEMENT BARS SHALL CONFORM TO ASTM A615- GRADE B, OR ASTM A501. MILL TEST REPORTS FOR THE STEEL SHALL RESISTING HORIZONTAL FORCES REQUIRED OR A MINIMUM OF 200 CONSULTA41iz FACTOR (Cd) (TABLE 1612 3.3).. . 3.5 LB PER LINEAL FOOT OF WALL, WHICHEVER IS GREATER WALLS BASIC STRUCTURAL SEISMIC RESISTANCE 85, GRADE 60. N0. 3 BARS MAY CONFORM 'N ASTM A615-85, BE SUBMITTED FOR APPROVAL. SHALL RESIST BENDING BETWEEN ANCHORS WHERE ANCHOR SPACING GRADE 40, UNLESS NOTED OTHERWISE. THE "N" DESIGNATION EXCEEDS 4 FT. ANCHORS IN MASONRY WALLS SHALL BE EMBEDDED eu v.... µc ANG.1 E MAI GNEGEN •vvsrx,xc xsncw GE RMIS E ORIRING 1. AND SYSTEM (TABLE 1617.6)...........4, 5 SHALL BE ACCEPTED IN LIEU OF THE "'S"' DESIGNATION 2. STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE uxvnsuRED xvxrc or mE ExaxEEH nff xrrxwucnox ov ms ICS Ax9 rox ENE vuxvosE ar cornxc mis uaxa ow rros,xc suo oaawxc wxu as SOIL PROFILE....................... .. A 0 REQUIREMENT, HOWEVER OTHER REQUIREMENTS SHALL BE MET. B. IN REINFORCED BOND BEAMS OR REINFORCED VERTICAL CELLS. (TABLE 1610.3.1) REINFORCEMENT BARS SHALL NOT BE TACK WELDED, WELDED, coxvxEnE9 a P9 C N ar eom THE vxortssoxa cooc or emms exo e mm of coxPrxr�ssars,eom av wx,a sx6u eE vnEsscuiso io mE HEATED OR CUT UNLESS INDICATED ON THE CONTRACT WELDED, 3 ANCHOR BOLTS SHALL CONFORM TO ASTM A307, UNLESS NOTED ELEMENTS PART OF LATERAL FORCE-RESISTING SYSTEM ruu¢sr[xiEs+r cuan¢xr sremrts 5. THE FOUNDATION FOR THE STRUCTURE HAS BEEN DESIGNED FOR OR APPROVED BY THE STRUCTURAL ENGINEER. OTHERWISE. FIELD WELD ANGLE m _ THE FOLLOWING ALLOWABLE SOIL BEARING PRESSURES AT A CONNECTIONS TO MASONRY SHEAR WALLS: CONNECTORS SHALL BE 2 x I x I/4 EACH SIDE o ., ,�'O�S x 1.i BEARING DEPTH OF APPROXIMATELY 42" BELOW FINISHED FLOOR, 8. WELDED WIRE FABRIC WHEN USED SHALL CONFORM TO ASTM A185. 4. CONNECTION BOLTS FOR STRUCTURAL STEEL MEMBERS SHALL MEET DESIGNED TO TRANSFER HORIZONTAL DESIGN FORCES ACTING EITHER TO CHORD PANEL POINT FABRIC SHALL BE SUPPLIED IN FLAT SHEETS. FABRIC SHALL OR EXCEED THE REQUIREMENTS OF ASTM A325. BOLTS SHALL BE PERPENDICULAR OR PARALLEL TO THE WALL, BUT NOT LESS THAN �� `r TOTAL LOAD........................3000 PSF (NET)NET BE LAPPED TWO MESHES AT SPLICES. CONNECTORS DESIGNED AS BEARING TYPE BOLTS, EXCEPT AS NOTED HEREIN OR 200 . SHALL BE 4 Fr. LINEAL FT OF WALL. THE MAXIMUM SPACING OF •_ ON PLAN. BEARING BOLTS SHALL BE INSTALLED IN ACCORDANCE � Rs THE FOOTING LEVEL SHALL BE TESTED USING DROP-BAR 9. WELDING OF REINFORCEMENT BARS, WHEN APPROVED BY THE WITH THE "SNUG TIGHT" CONDITION AS OUTLINED IN THE AISC � PERCUSSION TEST OR PENETROMETER TO A DEPTH OF 3 OR 4I STRUCTURALINIJOA lx J07127 rf'➢al3! s,,k. STRUCTURAL ENGINEER, SHALL CONFORM TO THE AMERICAN SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR CONNECTION TO MASONRY COLUMNS: WHERE ANCHOR BOLTS ARE USED :21�)E7AIL AT I� ANSAR� REAR 6ALL r.o.oox62e onamwmagwmi2iFEET BELOW BEARING LEVELS TO INSURE ADEQUATE BEARING TO CONNECT HORIZONTAL ELEMENTS TO THE TOPS OF COLUMNS, n3299s.266 rn2s3es661 m MATERIALS COMPLY WITH BORING LOGS AND DESIGN CRITERIA. WELDING SOCIETY STANDARD DIA-94 ELECTRODES FOR SHOP 490 BOLTS, AS REVISED 1985. BOLTS IN BRACING CONNECTIONS, ANCHOR BOLTS SHALL BE PLACED WITHIN LATERAL TIES. LATERAL AND FIELD WELDING OF REINFORCEMENT BARS SHALL CONFORM TO MOMENT CONNECTIONS OR OTHER CONNECTIONS NOTED ON THE ,M TIES SHALL ENCLOSE BOTH THE VERTICAL BARS IN THE COLUMN AND ASTM A233, CLASS E90XX. DRAWINGS ARE CONSIDERED TO BE SLIP-CRITICAL BOLTS AND SHALL 6 EXCAVATIONS FOR SPREAD FOOTING AND CONTINUOUS FOOTINGS BE TIGHTENED BY THE TURN-OF-NUT METHOD OR SHALL UTILIZE THE ANCHOR BOLTS. THERE SHALL A MINIMUM OF TWO N0. 4 TH OF TH SHALL BE CLEANED AND HAND TAMPED TO A UNIFORMED SURFACE. 10. REINFORCEMENT DESIGNATED AS "CONTINUOUS" SHALL IAP 36 LOAD INDICATOR TYPE BOLTS, INSTALLED IN ACCORDANCE WITH THE LATERAL TIES IN THE TOP 5 IN. E COLUMN. LIGHT GAGE STEEL FRAMING CONCRETE SHALL BE PLACED WITHIN 24 HOURS OF EXCAVATION BAR DIAMETERS AT SPLICES UNLESS NOTED OTHERWISE. RECOMMENDATIONS OF THE MANUFACTURER. CONNECTION BOLTS MINIMUM REINFORCEMENT FOR MASONRY SHEAR WALLS. VERTICAL OF THE FOOTING BEARING SURFACE SHALL HAVE HARDENED WASHER PLACED UNDER THE ELEMENT TO BE REINFORCEMENT OF 0.2 SQ. IN, IN CROSS-SECTIONAL AREA SHALL 1. PROVIDE ALL STUDS AND/OR JOISTS AND ACCESSORIES OF THE TYPE, SIZE, 11. HORIZONTAL FOOTING AND HORIZONTAL WALL REINFORCEMENT TIGHTENED. BE PROVIDED AT CORNERS, WITHIN 16 IN. OF EACH SIDE OF GAGE AND SPACING SHOWN ON THE DRAWINGS. cvs / 7. METHODS, PROCEDURES AND THE SEQUENCES (OTHER THAN THAT SHALL BE CONTINUOUS AND SHALL HAVE 90 DEGREE BENDS AND EACH SIDE OF MOVEMENT NOTED ON THE DRAWINGS) OF CONSTRUCTION ARE THE EXTENSIONS, OR CORNER BARS OF EQUIVALENT SIZE LAPPED 36 5 THE FABRICATOR IS RESPONSIBLE FOR THE SELECTION, DESIGN AND WITHIN 88IN, OFNENDS OFFWALLS, AND AT A MAXIMUM SPACING OF 2. DESIGN ALL STRUCTURAL MEMBERS IN ACCORDANCE WITH THE AMERICAN IRON RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BAR DIAMETERS, AT CORNERS AND INTERSECTIONS. DETAILING OF ALL CONNECTIONS NOT FULLY DETAILED IN THE 10 FT AND STEEL INSTITUTE (AISI) SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL I� TAKE ALL NECESSARY PRECAUTION TO MAINTAIN AND INSURE CONTRACT DOCUMENTS. TYPICAL CONNECTION DETAILS ARE STRUCTURAL MEMBERS", LATEST EDITION, INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION 12. HORIZONTAL JOINTING WILL NOT BE PERMITTED IN CONCRETE INDICATED ON THE DRAWINGS FOR DESIGN INTENT ONLY, THE HORIZONTAL JOINT REINFORCEMENT SHALL CONSIST OF AT LEAST AND COORDINATION OF WORK WITH MECHANICAL AND ELECTRICAL CONSTRUCTION EXCEPT AS SHOWN ON THE CONTRACT DOCUMENT FABRICATOR SHALL HAVE A REGISTERED PROFESSIONAL ENGINEER 3. FORM ALL FRAMING MEMBERS FROM CORROSION RESISTNAT STEEL, CORRESPONDING S70RE WORK. VERTICAL JOINTS SHALL OCCUR AT CENTER OF SPANS AT PREPARE THE CONNECTION DESIGNS, AND SUCH DESIGNS SHALL BE TWO WIRES OF W1.7 SPACED NOT MORE THAN i6 IN.; OR BOND BEAM TO THE REQUIREMENTS OF astm c653 AND THE FOLLOWING STRENGTH REQUIREMENTS. LOCATIONS APPROVED BY THE STRUCTURAL ENGINEER. SUBMITTED FOR REVIEW WITH THE SHOP DRAWINGS, CONNECTIONS REINFORCEMENT SHALL BE PROVIDED OF AT LEAST 2 SQ. IN. IN CROSS-SECTIONAL AREA SPACED NOT MORE THAN 10 FT. 8. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE SHALL BE DESIGNED AND DETAILED IN ACCORDANCE WITH THE RISC HORIZONTAL REINFORCEMENT SHALL ALSO BE PROVIDED AT THE TOP FRAMING MEMBER GAGE MINIMUM YIELD ,Y�T�L ���� CONTRACT DOCUMENTS REFER TO THE ARCHITECTURAL, 13. SLABS SHALL HAVE CONSTRUCTION JOINTS OR CRACK CONTROL "MANUAL OF STEEL CONSTRUCTION" NINTH EDITION, TABLE IL AND STUDS, JOISTS 20, 18 33 KSI STORE M mp- MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR AND BOTTOM OF WALL OPENINGS AND SHALL EXTEND NOT LESS THAN JOINTS AT EACH COLUMN LINE IN EACH DIRECTION, (REFER TO TABLE III OF PART 4 SHOULD BE USED. THE END REACTION OF STUDS, JOISTS 10, 12, 14, 16 50K81 SLEEVES, CURBS, INSETS, ETC. NOT INDICATED. THE 24 IN. NOR LESS THAN 40 BAR DIAMETERS PAST THE OPENING; LOCATION OF SLEEVES OR OPENINGS IN STRUCTURAL MEMBERS PIAN) ADDITIONAL CRACK CONTROL JOINTS SHALL BE PROVIDED, THE CONNECTION BEAM SHALL BE DETERMINED FROM PART 2 RUNNERS, SOLID BLOCKING 20 33 KSI �m MAIN RD. SUCH THAT THE MAXIMUM SPACING BETWEEN CONSTRUCTION "UNIFORM LOAD CONSTANTS' FOR THE MEMBER SIZE AND SPAN CONTINUOUSLY AT STRUCTURALLY CONNECTED ROOF AND FLOOR SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. LEVELS; AND WITHIN 16 IN. OF THE TOP OF WALLS I"IATTIT� 12 ANO/OR CRACK CONTROL JOINTS DOES NOT EXCEED 30 X SLAB INDICATED. CONNECTIONS SHALL BE DESIGNED AND DETAILED TO 4. PLACE ALL COLD-FORMED STEEL STUD WALL BRIDGING EVEN HORIZONTALLY WITH A 9 THE INSPECTION AND TESTING OF ALL SUBGRADE AND COMPACTED THICKNESS IN INCHES AND LENGTH TO WIDTH RATIO 1 5 1 DEVELOP A MINIMUM END REACTION OF 12.0 KIPS. METAL DECK NOTES: MAXIMUM VERTICAL SPACING FO FIVE FEET UNLESS NOTED OTHERWISE. AS ANH EARTHWORK SHALL BE CONDUCTED UNDER THE SUPERVISION OFA OPTION, CONTINUOUS COLD-FORMED CHANNELS MAY BE POSITIONED THROUGH THE QUALIFIED GEOTECHNICAL CONSULTANT. CONTRACTOR SHALL 14. REPAIR CONCRETE EXHIBITING VOIDS DUE TO SNAP TIES, S. PRIOR TO DETAILING CONNECTIONS FOR STRUCTURAL STEEL, THE STUD PUNCH OUTS AS BRIDGING PROVIDED THE CHANNEL IS PROPERLY FASTENED "HONEYCOMBS", ROCK POCKETS, AND RUNS, SPALLS OR STEEL FABRICATOR SHALL SUBMIT FOR REVIEW REPRESENTATIVE 1. PROVIDE DESIGN, FABRICATION, AND ERECTION OF METAL DECK CONFORMING TO THE STEEL TO EACH STUD. REVISIONS= NOTIFY THE ARCHITECT OR STRUCTURAL ENGINEER 24 HOURS OTHERWISE DAMAGED SURFACES WITH DRY PACK OR CEMENT DETAILS AND CALCULATIONS FOR EACH TYPE OF STRUCTURAL STEEL DECK INSTITUTE'S 'CODE OF RECOMMENDED STANDARD PRACTICE AND BASIC DESIGN PRIOR TO PLACEMENT OF CONCRETE IN THE FOOTINGS. IF GROUT, AND FINISH FLUSH WITH ADJOINING SURFACES. AT THE CONNECTION TO BE UTILIZED, AFTER REVIEW, THE CONNECTIONS SPECIFICATIONS' 5. INSTALL AXIALLY LOADED STUDS IN A MANNER WHICH WILL ASSURE THAT THEIR ENDS ISSUEDFOR00 OM/04 2 UNSUITABLE SUBGRADE SOILS ARE ENCOUNTERED, THE DISCRETION OF THE STRUCTURAL ENGINEER OR AS QUALIFIED BY MAY BE INCORPORATED INTO SHOP DRAWINGS, ALONG WITH A TABLE . FORM ROOF AND FLOOR DECK FROM STEEL SHEETS CONFORMING TO ASTM A 611 GRADE C ARE POSITIONED AGAINST THE INSIDE OF RUNNER WEB PRIOR TO FASTENING. CONTRACTOR SHALL SUBMIT RECOMMENDATIONS PREPARED BY A IAB TESTING, EXCESSIVE HONEYCOMBS OR EXPOSED OF DESIGN CAPACITIES FOR THE RANGE OF CONNECTIONS TO BE AND D OR A 653 OR HIGHER SPECIFICATIONS WITH A MINIMUM YIELD STRENGTH OF 33 KSI ISSIED FOR GV$ REv�U ��' GEOTECHNICAL CONSULTANT TO THE STRUCTURAL ENGINEER FOR REINFORCEMENT THAT JEOPARDIZE THE DESIGN, SHALL BE USED. 3. ATTACH SHEETS TO STEEL SUPPORT MEMBERS AS INDICATED AND IN ACCORDANCE WITH THE 6 FASTEN COMPONENTS WITH SELF-DRILLING SCREWS OR WELDING PROVIDE SCREWS OF ISSUED FOR DOO REVEW 21711/104 APPROVAL. REMOVED AND REPLACED AT THE EXPENSE OF THE CONTRACTOR MANUFACTURERS INSTRUCTIONS FOR INSTALLATION. WHEN DECK IS SCHEDULED TO BE SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION, WRITE TYING OF 7 WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY EXPOSED, DE-SLAG, CLEAN AND TOUCH UP WELDS WITH A ZINC-RICH PRIMER. COMPONENTS IS NOT PERMITTED TOUCH UP ALL WELDS WITH A ZINC-RICH PAINT. Y REV.PER TAW 116 Rp"11M 241104 4. LAP ROOF AND FLOOR DECK ENDS MINIMUM OF 2 INCHES. WHEN FASTENING DECK TO 10. THE CONTRACTOR SHALL PROVIDE BRACING AS REQUIRED TO 15. PROVIDE TWO (2) #3 X 4'0" AT ALL RE-ENTRANT CORNERS, STANDARD 01.1-94. I-80 ELECTRODES FOR SHOP AND FIELD WELDS SUPPORT MEMBERS PROVIDE WELDING MATERIALS INSTALLATION PROCEDURES TO PREVENT 7 WELDING Of COLD-FORMED STUDS MAY BE PERFORMED USING A MINIMUM ONE-EIGHTH MOW FM me fevu MAINTAIN PLUMBNESS AND STABILITY DURING CONSTRUCTION. PLACED ON THE DIAGONAL WITH 1 1/2" CLEARANCE FROM THE SHALL CONFORM TO AWS A5.1 OR AWS A5.5 CLASS E70XX, LOW BURNING OF HOLES IN DECK. INCH AWS TYPE 6013 WELDING ROD. CORNER AND TOP OF SLAB HYDROGEN 5. PROVIDE SIX INCH CLOSURE STRIP WHERE CHANGES IN DECK DIRECTION OCCUR. CLOSURE TO 11. THE SLAB-ON-GRADE SHALL BE UNDERLAIN BY A MINIMUM OF BE SAME GAGE AS DECK. 8. SECURELY ANCHOR RUNNERS TO THE SUPPORTING STRUCTURE. PROVIDE COMPLETE, SIX INCHES OF STABLE GRANULAR MATERIAL. 16, CONSTRUCTION JOINTS BETWEEN FOOTINGS AND PILASTERS AND 8. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED ON 6. AT ENDS OF DECKS OR WHERE CHANGES IN DECK DIRECTION OCCUR, FASTEN TO SUPPORTS AT UNIFORM, AND LEVEL BEARING SUPPORT FRO THE BOTTOM RUNNER. SIMILAR JOINTS SHALL BE PREPARED BY ROUGHENING THE THE CONTRACT DOCUMENTS IS PROHIBITED WITHOUT PRIOR WRITTEN EACH FLUT 12. THE SUBGRADE AND EACH LAYER OF FILL OR BACKFILL SHALL BE E. PROVIDE ADEQUATE CLOSURES AND FASTENERS TO SIDES AT EIGHTEEN INCHES ON CONTACT SURFACE IN AN APPROVED MANNER TO A FULL APPROVAL OF THE STRUCTURAL ENGINEER AS TO LOCATION, TYPE OF CENTER. 9. SECURELY ANCHOR ABUTTING LENGTHS OF RUNNER TO A COMMON STRUCTURAL ELEMENT, DRAiUI'Y9 OY3 I'FLA COMPACTED TO A DRY DENSITY AT LEAST EQUAL TO 95% OF THE AMPLITUDE OF APPROX. 14 INCHES, LEAVING THE CONTACT SPLICE AND CONNECTION TO BE MADE. 7. WHERE PARTIAL PANELS MAY BE REQUIRED TO COMPLETE DECK INSTALLATION AT PERIMETER OF BUTT-WELDED OR SPLICED. MAXIMUM DRY DENSITY ATTAINED BY THE MODIFIED PROCTOR SURFACE FREE AND CLEAR OF LAITANCE. REINFORCED TEST ASTM D1557-70 DOWELED JOINTS SHALL HAVE BINDER ADDITIVE APPLIED PER 9. BEAMS SHALL BE CAMBERED UPWARD WHERE SHOWN ON THE CONTRACT CONTINTURE, PROVIDE WELDS IN EACH FLUTE TO STRUCTURAL MEMBERS INSTALL DECK IN THREE DATES (DOWELED) CONTINUOUS SPAN LENGTHS, iD. PLUMB, ALIGN, AND SECURELY ATTACH STUDS TO THE FLANGES OF BOTH UPPER AND DIRECTIONS PRIOR TO POUR DOCUMENTS. WHERE NO UPWARD CAMBER IS INDICATED, ANY MILL 8. AT PERIMETER OF DECK, SECURE DECK TO STRUCTURAL MEMBERS WITH SAME ATTACHEMENT LOWER RUNNERS, SPLICES IN STUDS ARE NOT PERMITTED, 13. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FEDERAL, CAMBER SHALL BE DETAILED UPWARD IN THE BEAMS. AND SPACING SUPPORT ATTACHEMENT AS INDICATED ON PLANS. ".0offlim 02-03ML STATE AND CITY LAWS, BYLAWS, ORDINANCES AND REGULATIONS 11. PROVIDE HEADERS AND SUPPORTING STUDS FOR FRAMING OF WALL OPE IN ANY MANNER AFFECTING THE CONDUCT OF THIS WORK AS WELL 17. ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4" UNLESS 9A PROVIDE MASONRY ANCHORS ON ALL STEEL BEAMS AND COLUMNS TW-. AS ALL ORDERS OR DECREES WHICH HAVE BEEN PROMULGATED OR OTHERWISE INDICATED DIRECTLY ADJACENT TO MASONRY WALLS. ANCHORS TO BE AT 24" O.C. MAH. 9. TYPICAL ROOF DECK AT SLOPED ROOF SHALL BE RIGID INSULATION BOARD (REFER TO ARCH SECTIONS) ON TYPE B GALVANIZED ROOF DECK, ENACTED BY ANY LEGAL BODIES OR TRIBUNALS HAVING AUTHORITY OR JURISDICTION OVER THE WORK, MATERIALS, 18, CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT 10. OPEN WEB STEEL JOISTS AND BRIDGING FOR JOISTS SHALL TYPE B DECK SHALL BE 22 GAGE COLD-FORMED STEEL CONFIRMING E GENERAL NOTES EMPLOYEES OR CONTRACT. THE CONTRACTOR SHALL BE FINISHED SURFACES FROM STAINS OR ABRASION. NO FIRE CONFORM, TO THE STEEL JOIST INSTITUTE "STANDARD ASTM AHA , GRADE 1 FINISHED PER THE PROJECT SPECIFICATIONS. METAL RESPONSIBLE FOR MAINTAINING PERSONNEL SAFETY ON THE SHALL BE ALLOWED IN DIRECT CONTACT WITH CONCRETE, SPECIFICATIONS FIR OPEN WEB JOISTS", ADOPTED 11/4/85 DECK SHALL H 1-1/2 INCHES DEEP WITH A MINIMUM SECTION MODULUS FOR JOBSITE. GUIDELINES FOR CONSTRUCTION SAFETY SHALL BE IN PROVIDE ADEQUATE PROTECTION AGAINST INJURIOUS ACTION BY REVISED 9/l/94 EDITION TOP CHORDS SHALL BE ANGLES OR MI 0.186 INCHES CUBED PER FOOT OF WIDTH. FASTENER LAYOUT IS 36/4 FOR ACCORDANCE WITH, BUT NOT LIMITED TO, THE CONSTRUCTION / MINIMUM 400 POUND/LF OF DIAPHRAGM CAPACITY. SUPPORT FASTENERS ARE 5/8" NIFBEI'Z INDUSTRY OSHA SAFETY AND HEALTH STANDARDS 1926 SUN EC WIND. FRESH CONCRETE SHALL BE THOROUGHLY TEES. BRIDGING SHALL D CONTINUOUS THROUGH OPEN WEB STEEL DIAMTER WELD WASHERS. ( PROTECTED FROM HEAVY RAIN, FLOWING WATER AND MECHANICAL JOISTS AND BE ANCHORED TO SPANDREL MEMBERS. JOISTS SHALL STANDARDS), AND ANY LOCAL ORDINANCES OR CODES WHICH MAY INJURY. BE WELDED TO SUPPORTING STEEL MEMBERS, WHERE COLUMNS ARE BE APPLICABLE, NOT FRAMED IN AT LEAST TWO DIRECTIONS WITH STEEL BEAMS, THE 19. TOPS OF FOUNDATION SHALL BE TROWEL FINISHED AND SMOOTH. JOISTS AT THE COLUMN LINE SHALL BE BOLTED TO SUPPORTING 14. WORK NOT INDICATED ON A PART OF THE DRAWINGS BUT REFER TO DRAWING FOR BASE PLATE ACCOMMODATION. MEMBERS DURING ERECTION. REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN AT DI'8✓; CORRESPONDING PLACES SHALL BE PROVIDED BY CONTRACTOR AT 20. SLUMP TESTS SHALL BE MADE PRIOR TO THE ADDITION OF NOT RELEASED FOR CONSTRUCTION FOR NO ADDITIONAL COST. PLASTICIZERS. CONCRETE FOR THE PREPARATION OF TEST INFORMATION PURPOSES ONLY CYLINDERS SHALL BE TAKEN FROM THE HOSE END FOR CONCRETE 15. MINOR DETAILS OR INCIDENTAL ITEMS NOT SHOWN OR PLACED BY PUMP, SPECIFIED, BUT NECESSARY FOR A PROPER AND COMPLETE INSTALLATION SHALL BE INCLUDED AS REQUIRED COLLHN5 5ED A 1161' BE REQUUMN5 5HO A5 RE50LT LY DEMO_ITION OF ET5TG INTER OR 11ASGNRT WALLS 5PAOING AND LOCATION TO 55 U OFFICE CENTER 66 3291 ROUTE 66 J 1 NEPTUNE,N.J. 01153 TEL. 0321 SIB-2300 2 FAX. (l32) 918-2351 NJ.LIO. 013519 1 JOHN MONTALTO,AIA,RA NY.LII 020532 AROHITEOT OR SIGNATURE ENGINEER 4 SEAL BOX 4 I 3 T 2 1 SIGNATURE SEAL DATE CONSULTANT: l \ PROFESSIO NENy Yy�j FINI5HED FLOOR AND TOP OF LOADING DOCK 19 2-1'ABOVE FINISHED GRADE CGvc Samuclx * 4E° �•y x NY PE#062417 - ,u NP-10,111. 050]LIPGNIIOAO 0624\I (4` SrM1109�1 PNNCETONm PNINCQION,INW IDR9NYOA510 Op CXQ� CONSULTANT: T F O I yuP - N. EANT'G EXTER'OR STEPS cv S / NEW STORE SCALE PED-1 1- CELLAR DEMOLITION PLAN 3/32E=1'-0" F02, DEMOLITION FLOOR PLAN 3/3z"=t'-o" STORE NUMBER: 310b MECHANICAL DEMOLITION NOTES PLUMBING DEMOLITION NOTES ELECTRICAL DEMOLITION NOTES KEY NOTES ( O , O ETC ) 9810 MAIN RD. MATTITUGK, NY 11952 1, IT IS THE INTENT OF THESE DOCUMENTS THAT ALL EXISTING HVAC EQUIPMENT AND 1. ALL PIPING AND EQUIPMENT TO BE REMOVED SHALL BE REMOVED BACK TO NEAREST 1. CONTRACTOR SHALL VISIT THE SITE TO VERIFY EXISTING CONDITIONS PRIOR TO SUBMISSION 1. DEMOLISH ALL ELECTRICAL EQUIPMENT WITHIN THE SPACE INCLUDING BUT NOT LIMITED SYSTEMS THAT ARE NOT TO BE RE-USED BE DISCONNECTED AND REMOVED IN THEIR STACK, RISER, OR MAIN IN ACCORDANCE WITH ALL STATE AND LOCAL OF BID. NO ADDITIONAL COMPENSATION SHALL BE CONSIDERED FOR FAILURE TO OBSERVE TO DEVICES, LIGHTS, PANELS, ELECTRICAL SERVICE, ETC.. REVISIONS: ENTIRETY. ALL DUCTWORK, PIPING AND EQUIPMENT, WHETHER INDICATED ON THESE REGULATIONS/STANDARDS, CODES AND AUTHORITY HAVING JURISDICTION. THIS REQUIREMENT. DRAWINGS OR NOT, SHALL BE REMOVED UNLESS NOTED OTHERWISE. CONTRACTOR SHALL 2. DEMOLISH ALL MECHANICAL EQUIPMENT INCLUDING BUT NOT LIMITED TO ROOF TOP 155UED FOR D.O.B. 01/13/04 VISIT SITE AND MAKE NOTE OF ALL EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID. 2. REMOVE ANY ABANDONED AND/OR UNUSED PIPING DISCOVERED DURING DEMOLITION, 2. THE CONTRACTOR SHALL DISCONNECT AND REMOVE ALL ELECTRICAL WIRING AND EQUIPMENT UNITS, DUCTWORK, SPLIT SYSTEMS, EXHAUST FANS, ETC. 2 ALL SYSTEMS TO REMAIN THAT ARE DAMAGED DURING DEMOLITION PHASE OF WORK SHALL THERE SHALL BE NO DEAD-ENDS GREATER THAN 24 INCHES IN ANY PLUMBING PIPING AS REQUIRED WITHIN ALL AREAS TO BE RENOVATED. THIS SHALL INCLUDE BUT NOT BE SYSTEMS. LIMITED TO FIXTURES, DEVICES, OUTLETS, SWITCHES, RECEPTACLES, STARTERS, 3 DEMOLISH ALL PLUMBING EQUIPMENT INCLUDING BUT NOT LIMITED TO FIXTURES, WATER BE RESTORED TO ORIGINAL CONDITION AT NO ADDITIONAL COST. DISCONNECTS, PANELS, FEEDERS, ETC. HEATERS, PIPING, ETC. 3. ALL REMOVED MATERIALS AND EQUIPMENT SHALL BE REMOVED FROM THE SITE AND 3. DURING DEMOLITION ANY DAMAGES DISCOVERED IN EXISTING PIPING TO REMAIN SHOULD NECT AND REMOVE ALL EXISTING CIRCUITS TO MECHANICAL 4. DO NOT DEMOLISH LIGHTING WITHIN CELLAR. LEGALLY DISPOSED OF BY THE CONTRACTOR. OWNER RESERVES THE RIGHT TO RETAIN BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 3 THE CONTRACTOR SHALL DISCON EQUIPMENT BEING REMOVED. REFER TO ALL MECHANICAL DEMOLITION DRAWINGS OR NOTES ANY MATERIAL, WHICH SHALL BE STORED AT HIS DIRECTION, 4. ALL EXISTING PIPING AND APPURTENANCES TO REMAIN SHALL BE PROTECTED FROM FOR LOCATIONS. DAMAGE DURING DEMOLITION. ANY DAMAGES INCURRED SHALL BE REPAIRED OR 4. CONDITIONS INDICATED AS EXISTING ARE TAKEN FROM FIELD OBSERVATION. WHILE ALL REPLACED AT NO COST BY THIS CONTRACTOR. 4, WHERE ELECTRICAL ITEMS ARE REMOVED, ALL BRANCH DEVICE'S WIRING SHALL BE ATTEMPTS AT ACCURACY HAVE BEEN TAKEN, NO GUARANTEE OF AN EXACT REMOVED BACK TO PANEL SERVICING THE EQUIPMENT. WHERE CIRCUITS SERVE ADDITIONAL REPRESENTATION OR COMPLETENESS IS IMPLIED. RESPONSIBILITY FOR FINAL VERIFICATION 5. THE CONTRACTOR SHALL COORDINATE, NOTIFY, AND SCHEDULE ALL REMOVALS WITH THE DEVICES OR EQUIPMENT REMAINING, WIRING SHALL BE REMOVED BACK TO THE NEAREST FALLS TO THE CONTRACTOR ANY UNRESOLVED DISCREPANCIES SHALL BE BROUGHT TO CONSTRUCTION MANAGER PRIOR TO PROCEEDING WITH THE WORK ACTIVE JUNCTION BOX. DRAINING 5Y: MMA THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 6 THIS CONTRACTOR SHALL INCLUDE ALL COSTS FOR REMOVAL AND RELOCATIONS IN THE 5. THE CONTRACTOR SHALL MAINTAIN CONTINUITY OF EXISTING CIRCUITS THAT ARE TO REMAIN DATE: 06/I0/04 CONTRACT. IN OPERATION AND SCHEDULE FOR REFEEDING FROM NEW PANELS. FORWARD FINDINGS TO ENGINEER FOR REVIEW AND COORDINATION. 7. THE CONTRACTOR PRIOR TO BID SHALL VISIT THE SITE, EXAMINE THE EXISTING GSA JOB NUMBER: 83-647 CONDITIONS, DRAWINGS AND COORDINATE THE EXACT SCOPE OF WORK WITH THE 6. ALL UNUSED CIRCUITS REMAINING AFTER REMOVALS SHALL BECOME SPARE IN PANELS AND ARCHITECT AND CONSTRUCTION MANAGER. LABELED AS SPARE TITLE: TMECHANICAL-, TP FL-� TUMf 8. THE CONTRACTOR SHALL COORDINATE ALL SHUTDOWNS AND IDENTIFY ANY WORK WHICH 7. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL DEMOLITION DRAWINGS FOR ADDITIONAL 1N G , & E L E C R 1 C f/ MAY BE REQUIRED TO BE PERFORMED ON OVERTIME IN ORDER NOT TO DISTURB INFORMATION AND SCOPE OF DEMOLITION T� �p -FT OCCUPIED SPACES WHICH ARE NOT WITHIN THE SCOPE OF THIS CONTRACT. OBTAIN D E M P E I 1 LIN PLA N WRITTEN APPROVAL OF THE CONSTRUCTION MANAGER PRIOR TO PERFORMING ANY 8. ALL MATERIALS AND EQUIPMENT REMOVALS SHALL BE DISPOSED OF AS DIRECTED BY THE SHUTDOWNS OR PERFORMING WORK ON ON OVERTIME. OWNER OR THE ARCHITECT. SHEET NUMBER: 9. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION AND 9 CONTRACTOR SHALL DEMOLISH ALL EXISTING ELECTRICAL DISTRIBUTION, LIGHTING, D PHASING SEQUENCE. DISCONNECT, ETC 10. REMOVE ALL EXISTING PLUMBING EQUIPMENT/FIXTURE(S) AND ALL ASSOCIATED PIPING AS 10, CONTRACTOR SHALL DEMOLISH ALL EXTERIOR BUILDING MOUNTED LIGHTING REQUIRED TO ACCOMMODATE NEW FINISHED SPACE. COMET : GENERAL NOTES 1. FURNISH ALL LABOR, MATERIAL, AND EQUIP, REQUIRED FOR THE COMPLETION & OPERATION OF ALL SYSTEMS IN THIS SECTION OF WORK IN ACCORD, WITH ALL APPLICABLE CODES, ASHRAE, SMACNA, NFPA, EPA, ETC. MA WINpOW DISPLAY A 2. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 6'-0". ALL FLEXIBLE DUCT SHALL CONFORM TO THE 6 REQUIREMENTS OF U.L. 181 FOR CLASS 1 FLEXIBLE AIR DUCTS. SUPPORT TO ELIMINATE SAGGING & M-NS ``B- T FBT3-5-01 KINKING. IV 1000 1 1450 B350 T 7 'JEST 3 ALL HVAC EQUIP. TO BE INSTALLED PER MFG. REQMT'S. AS SHOWN, UTILIZE FACTORY FILTERS DURING ALL 150 TO 4 CONSTR & REPLACE W/REPLACEABLE MEDIA IN METAL FILTER FRAME JUST PRIOR TO TEST & BALANCE & OFFICE CENTER 66 �1 l RTU-2 y, E 375 d AT TIME STORE IS TURNED OVER. COORDINATE WITH STORE MANAGER NEPTUNE,JT 01753 fi00 F 475 EF 12x10 4. DO NOT SCALE DRAWINGS, SEE ARCHITECTURAL DRAWINGS & REFLECTED CEILING PLANS FOR EXACT TEL n32)e1e-2300 FAX (132) BIH-2351 2 g LOCATION OF DOORS, WINDOWS, CEILING DIFFUSERS, ETC. NJ Lla" 013519 D 1 D N� ip 1 0x8 JOHN MONTALTO,AIA,RA N.T.LID." 020532 MEQ_ ` N+ �' S ALL PIPING, DUCTS, VENTS, ETC , EXTENDING THROUGH WALLS & ROOF SHALL BE FLASHED, T 31001 COUNTERFLASHED IN A WATERPROOF MANNER WITH LEAD ROOF JACK 10x8 c FAT5-5-01 A 550 FAT5-501 6. ALL DUCTWORK INSULATION SHALL BE RUN CONTINUOUSLY THROUGH FLOORS, PARTITIONS. ARCHITECT OR SIGNATURE E 375 A 600 ENGINEER < SEAL BOX EMPLOYEE 7. ALL PIPING AND DUCTWORK LOCATIONS SHALL BE COORDINATED WITH WORK UNDER OTHER DIVISIONS OF C300 THE. SPECIFICATIONS, TO AVOID INTERFERENCE COORDINATE WITH ALL OTHER TRADES PRIOR TO A3 00 G200 - d PURCHASING OR INSTALLING EQUIPMENT AND MATERIALS T = 48x8 1O 8. CONTRACTOR SHALL VISIT THE JOB SITE & BE FAMILIAR W/ALL PROJECT CONDITIONS PRIOR TO FABRICATING TO r- -1 ANY EQUIP, DUCTWORK, ETC. NO ALLOWANCES WILL BE MADE FOR CONTR. UNFAMILIARITY WITH PROJECT, 1202 E375 RTU 5 7I 124x12 10 12x12 CONDITIONS - - - -L_ 9 ROOF CURBS SHALL HAVE A BASE THAT FITS SLOPE OF ROOF AS REQ'D. TOP OF CURB SHALL BE LEVEL J A250 E 375 EF3 7-51 16x15 RZU 12 10. MECHANICAL CONTRACTOR SHALL BALANCE SYSTEM TO WITHIN 10% OF AIR QUANTITIES INDICATED ON PLANS J 5 _ AND PROVIDE OWNERS REPRESENTATIVE WITH COMPLETE BALANCE REPORT, 0 0 p24xl6f 11. ALL SQUARE ELBOWS SHALL HAVE AIRFOIL TYPE TURNING VANES G 197C300_ G197 14x14 z 12 PROVIDE VOLUME CONTROL DAMPERS AT ALL BRANCH DUCTS TO DIFFUSERS. LOCATE AT A MINIMUM OF 3 RETAIL AREA16x1610 5 48x1P 11 FEET AWAY FROM DIFFUSERS AND A MAXIMUM OF 5 FEET ABOVE THE CEILING. SIGNATURE SEAL DATE RS 10 r32x16r 13. ALL DUCTWORK SHALL BE GALV. SHEET METAL & SHALL BE CONSTRUCTED & INSTALLED IN ACCORDANCE WITH SMACNA STANDARDS. I so I RT 24x12 5 R1U p I 32x15 16x16 14 83 5 — — — — -- 14. DUCT SIZES SHOWN ARE NET FREE AREA INCREASE RECTANGULAR SHEET METAL DUCT SIZES BY TWO TIMES CONSULTANT: 16x12 L — - -❑ - r1THE THICKNESS OF INSULATION. A550 A550 10 11 / 15. MAINTAIN MIN. 10' BETWEEN OUTDOOR AIR INTAKES AND EXHAUST FAN DISCHARGE, PLUMBING, VENT, ETC. a8x12 NE, 'IF 7 RTU-3 16x14 16. ALL EQUIPMENT SHALL HAVE 1 YEAR WARRANTY & COMPRESSORS SHALL HAVE ADDITIONAL 4 YEAR snu" O A 250 G 2000 a EXTENDED WARRANTY. a m. 4`, 'F E 375 A 200 A 200 C 300 J J0 PRORRSSIO lVb 13,5 'C. N 17. ALL CONTROL WIRING & CONDUIT SHALL COMPLY WITH THE NEC • r" ' rc 5 F70-2-0-0-0 C 300 RTU A250 d Oc 18 LIGHT FIXTURE LOCATIONS TAKE PRECEDENCE OVER DIFFUSER AND GRILLE LOCATIONS LOCATE DIFFUSERS Clive #062s 16x12 AND GRILLES TO ACCOMMODATE LIGHTING LAYOUT. Nr re uo62an • o n 10x8 10 >- a 1• 12x12 16 12 r Z 19. DUCT HANGER DETAIL ON SHEET M1.2 IS APPLICABLE THROUGHOUT THE STORE. DUCTWORK SHALL NOT BE io5caueeunonu PATT ...r Sm.,cuxrmawo PRINCEIi1NPOMCSTALC2NiHl law5lumm G 120 8 16x12 SUPPORTED FROM BRIDGING, DO NOT USE FASTENERS THAT PENETRATE ROOF DECK. enmcmnrv,rmwSPnserouw ON PH ARIA 15 12 TO < 20. THE LOCATION OF DIFFUSERS, REGISTERS AND GRILLES SHALL BE COORDINATED WITH THE ARCHITECTS --- 12x12 2x10 B40O 0 REFLECTED CEILING PLAN. CONSULTANT: L 7 BE E375 70 T Z 21. THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES FOR POSSIBLE INTERFERENCE WITH HIS A 200 6 Q WORK AND THE WORK OF OTHERS FROM NEW AND EXISTING CONDITIONS. A 200 yL\I � 8400 22 SIZES SHOWN ON PLANS FOR DUCTWORK ARE CLEAR INSIDE DIMENSIONS, WHEN LINING IS PROVIDED, iJ INCREASE THE SIZE ACCORDINGLY. 0 10x8 ` q 550 23. DUCTWORK LAYOUTS ARE DIAGRAMMATIC AND INTEND TO SHOW A GENERAL ARRANGEMENT, SIZE AND 0 RECEIVING A 550 A 550 CAPACITY. ALL OFFSETS ARE NOT NECESSARILY SHOWN. CONTRACTOR SHALL ARRANGE AND COORDINATE \\ z THE WORK, FURNISH NECESSARY OFFSETS, VALVES, VENTS, AND FITTINGS TO AVOID CONFLICT WITH OTHER UH E 375 \\ MECHANICAL AND ELECTRICAL SERVICES AND WITH STRUCTURAL AND ARCHITECTURAL ELEMENTS �1 ❑ �\ CI El ❑ ❑ 24. PROVIDE FIRE DAMPERS AT ALL DUCT PENETRATIONS THROUGH FIRE RATED WALLS, T A 200 A 200 o 0 r V o 0 25, CONTRACTOR 15 RESPONSIBLE FOR BALANCING AIR QUANTITIES AS SHOWN ON THE FLOOR PLANS FOR HVAC EQUIPMENT, REGISTERS, GRILLES AND DIFFUSERS. 13 26 ALL VALVES AND SPECIALTIES SHALL BE SO PLACED AS TO PERMIT EASY OPERATION AND ACCESS. \� Ra SEA"I1NC • 7 T �- - ___--- ,--- - 7� -- - - KEY NOTES ( (D , D , ETC.) RTU-4 c v S / l NEW LOAIDING �� 1. 12x12 UP THROUGH ROOFCAP; SEE DETAIL. III111 ��� DOCK • 2. NOT USED. � ° • • • • • 3. OPEN ENDED DUCT WITH WIRE MESH SCREEN. BALANCE TO 3000 CFM. NEW STORE • ` 4. 4'-0" LONG, 1" SLOT, 3 SLOT DIFFUSER WITH INSULATED BOOT 5TORE NUM6ER: 3105 • ° o MARLENE LANE 5. PROVIDE CONDENSATE TRAP; SEE DETAIL 6. 12" DIAMETER TRANSFER DUCT. 9810 MAIN RD. MATTITUCK, NY 11952 7. COORDINATE EXACT LOCATION OF THERMOSTAT IN FIELD. 01,91 j 1 MECHANICAL FLOOR PLAN SCALE 8. 141A SUPPLY/RETURN RISER THROUGH ROOF TO RTU. 1/8"_I'—D" REVISIONS: MECHANICAL SYMBOLS 9. 20x20 SUPPLY/RETURN RISER THROUGH ROOF TO RTU. ISSUED POR D.O.B. 01/13/04 10. PROVIDE 1" INTERNAL UNING AS INDICATED. IDENTIFIER DESCRIPTION IDENTIFIER DESCRIPTION 11. 22x22 SUPPLY/RETURN RISER THROUGH ROOF TO RTU. OT TEMPERATURE SENSOR VOLUME CONTROL DAMPER 12 16x16 SUPPLY/RETURN RISER THROUGH ROOF TO RTU. -(+7 ® SMOKE DETECTOR 13 FLUE UP ROOF; SEE DETAIL. DK FIRE DAMPER (FD) SUPPLY DUCT IN SECTION FD HVAC DESIGN REQUIREMENTS ® CEILING SUPPLY DIFFUSER DRAWING BY: MMA RETURN OR EXHAUST YES / NO 21 DUCT IN SECTION ® DATE: 06/10/04 DUCT SMOKE DETECTOR YES CEILING RETURN GRILLE FIRE DAMPER(S) NO MITERED ELBOW CSA JOB NUMBER: 03-641 SMOKE DAMPER(S) NO AIR DEVICE TYPE TITLE: RgDlus ELBOW MECHANICAL I PLAN E C H A N C A L FIRE RATED ENCLOSURE NO Oi NOTES BY SYMBOL OR AN FIRE RATED ROOF/FLOOR CLO CEILING ASSEMBLY NO � SPLITTER FIRE STOPPING YES SHEET NUMBER: sMOKE CONTROL NO MECHANICAL ABBREVIATIONS q DEJ NTIFIE DESCRIPTION IDENTI E DESCRIPTION \V/ CFM CUBIC FEET PER MINUTE NK NECK COMMENTS: DN DOWN AFF ABOVE FINISHED FLOOR CD CONDENSATE DRAIN EXH. EXHAUST SA SUPPLY AIR REQ'D REQUIRED RA RETURN AIR DMPR DAMPER FD FIRE DAMPER IRON BARS OF AT LEAST ONE HALF 2'X2"X1/8" ROOF ONE-FOURTH R(1 X /4)OUND OR II CH BY MAIN SUPPLY DUCT B„ ANGLE OR 6„ 101ST STEEL MATERIAL SPACED NO MORE OR SUB-MAIN UNISTRUT THAN FIVE (5) INCHES APART AND AIR FLOW SECURELY FASTENED. VOLUME DAMPER / DUCT MAIN 1/4 W, 4" MA MIN BARSTRANSITION I AI TWIST STRAP - I I BRANCH DUCT TWO SHEET METAL SELF TAPPING SCREWS PROVIDE VOLUME SUPPLY BURGLAR RECTANGULAR TO BARS TRANSITION BRANCH ROUND SIDE DUCT DAMPER (OBMVD) I I I I OFFICE CENTER 66 CONICAL TAP DUCT TAKE-OFF WORK I I I 339 ROUTE 753 W I I I I NEPTUNE, NJ. 01F53 MAIN 18 GAUGE VOLUME I I I FAX.(132)SIO-23951 DAMPER WITH LOCKING NOTES: I NJ.LIC.' 013519 QUADRANT SET (TYP FOR SUPPLY AIR DUCT 1. RECTANGULAR DUCTS SIMILAR. i JOHN MONTALTO,AIA,RA N.XAIC.x 020532 FLOW ALL SUPPLY/RETURN/ 2. ALL DUCTS & SUPPORTS PER SMACNA EXHAUST AIR BRANCH RUNQUTS) O3 DUCT HANGER DETAIL SCALE 03 NONE ENGINEER OR SIGNATURE ENGINEER 4 SEAL BOk 1" MPT GALVANIZED PIPE CENTERED ON MAIN EXHAUST/RETURN 1" TYPE L COPPER 90' NIPPLE 20 GA GALV PIPE STRAP 12" LONG TIMBERS DUCT OR S B-MAIN STANDARD ELBOWS (LEAVE PIPE FREE TO MOVE) DRAIN PAN #6 GALVANIZED WOOD ROOF CURB 1/4 W, 4" MIN, SCREW 1" LONG PROVIDE VOLUME VENT DAMPER PIPING SUPPORT SYSTEM n� 1" MPT X 1" TYPE L AS REQUIRED BY ROOF W COPPER FEMALE �z MANUFACTURER BRANCH DUCT ISOLATION �' ADAPTER FITTING ISOLATION PAD NOTE. 1. ROOF CURB AND BURGLAR BARS BY RTU MANUFACTURER. PAD FINISHED ROOF SCALE EXHAUST/RETURN AIR DUCT FINISHED ROOF M052 BURGLAR BARs TRANSITION To RTU DETAIL NONE PIPE SUPPORT 1" RETURN BEND, TYPE L ,�"r TO SPIN-IN COPPER, SWEAT FITTINGS _ RE 4/ M-1.2 DRAIN PLUG / �- NOTE: L--______ SIGNATURE SEAL DATE 1 . PIPE SUPPORTS TO BE SPACED MAXIMUM 8'-0" O.C. � SUPPORT PIPE PARALLEL TO ROOF SLOPE INSULATED RIGID METAL R/0=1.0 MIN SCALE DUCT AND ELBOW (MIN) M-12 SCALE M-1.2 CONDENSATE PIPING CONNECTION DETAIL SCALE O4 PIPE SUPPORT DETAIL CONSULTANT: D1 BRANCH TAKE-OFF DETAIL NONE o2 NONE Da NONE I DRAW-BAND CLAMP - GALVANIZED "BRIEDERT" TYPE "L" VENT CAP TYPICAL EACH END CAP MUST BE 2" LARGER THAN NOMINAL SIZE OF ELECTRIC J-BOX WITH COVER PLATE FLUSH VENT STACK AND U.L. APPROVED INSULATED FLEX DUCT NEW YO MAX OFFSET ALLOWABLE: AMU STAINLESS STEEL CLAMP / 2-INCHES PER FOOT OF C1� J 6�s STEEL ANGLE ROOFTOP (BY ROOFING CONTRACTOR) PROFESSION 2-1/2"x 2-1/2"x 5/16" FLEXIBLE DUCT LENGTH �• R A DUCT W/ 1" UNIT TO SPAN OVER STRUCTURE I t" iPT;I, ' w THICK LINER THRU. BOOT (BY ROOFING CONTRACTOR) w AS SHOWN INSULATE TOP OF DIFFUSER (MAY BE � ' ! -'';'y� FIRST BEND S.A. DUCT W/ 1" - I OMITTED WHERE CEILING CAVITY IS USED Clive Ssmucls F'., '•"-'"�' THICK LINER THRU. BOOT SEALER BY ROOFING CONTRACTOR N1v PE fl0624n ( ) C6XB.2 CHANNELS MECH AS A RETURN AIR PLENUM) - TYPICAL 4-3/8" THREADED FASTEN TO BOTTOM e FIRST BEND w w OF ROOF JOIST �/ \� IMOOLnnRIRDADD currmn nxrweuwan ROOF CURB o RODS (TYPICAL) z v III RE: 6/A-2 1 FOR ROOFING DETAIL o E I N I VIBRATION \CEILING AIR DEVICE - CEILING rluxccrarv,rvawmnsmnesro SINGLE PLY ROOF SYSTEM ISOLATORS TYPICAL 3 (REF: ARCHITECTURAL DRAWINGS (TYPICAL) LONG RUN SIDE TAP INSTALLATION CONSULTANT: CONDUIT 7'-6" MINIMUM CLEARANCE ABOVE TYPE "B" DOUBLE WALL METALBESTOS, TYPE "B" MODEL OF FINISHED FLOOR. VENT CONNECTOR. SIZE AS INSULATED SUPPLY AIR SHOWN ON SCHEDULE. REFER TRUNK DUCT - REFER DXTEND EN VENT PIPE (GALVANIZED). 6" CLEAR ABOVE TO TYPICAL GAS VENT TO PLAN 2" CLEARANCE I EXTEND VENT STACK 1" INTO VENT UNIT. DETAIL FOR TERMINATION. TDUCT THIMBLE Cqp, SIDE VIEW FRONT VIEW LATED SPIN-IN FITTING FLEXIBLE CONNECTION NOTE: MANUAL DAMPER AND 1 . SECURE VENT PIPE TO ROOF FRAMING. ESSIBLE INDICATING M-i.z GAS UNIT HEATER DETAIL SCALE DLE - TYPICAL SCALE M-1z VENT FLASHING DETAIL SCALE Maez NONE B6 RTU MOUNTING DETAIL NONE m NONEW-BAND CLAMP - PACKAGED A C UNIT SCHEDULESUPPLY FAN GAS HEAT SECTION COOLING colt ELECTRICAL OPER. CAL EACH END UNIT ID MODEL NO TOTAL MIN O/A ESP MOTOR STAGES INPUT OUTPUT LEAVING AIR TOTAL SEN' FAT (F) WEIGHT NOTES ACCESSORIESCFM CFM IN WG. HP TEMP DEGREE F MBH MBH De WB VOLTS PHASE HERTZ MCA MOP LBS. OFFSET ALLOWABLE: RTU-1 DH120N20 a000 1465 1 3 2 240 192 10h.4 122 93 80 67 208 . 1 - 12 CHES PER FOOT OF c v S / RTU-2 DHGO6ON79 2000 750 1 1.5 1 100 79 966 63 60 28.3 40 800 1 - 12 1 - 12IBLE DUCT LENGTH RTU-3 DH120N2D 4oao 1505 1 3 2 240 192 104.4 122 93 80/67 218 3 6D 53 9 60 1300 1 - 12 1 - 12 I � a Imo. RTU-4 DHGO36N 1200 345 1 LS 1 100 79 121.0 43 27 BO 67 208 3 fi0 25 2 35 730 1 - 12 1 - 12 R' ) a1 r m a c RTU-5 OH09ON20 JUDO 300 1 2 2 180 14A 1044 91 68 80 67 208 3 60 42.9 50 1200 1 - 12 7 - 12 IIS �I NOTES ACCESSORIES BOTTOM TAP INSTALLATION III 1, SELECTIONS IS BASED ON YORK. 1 POWER DISCONNECT SWITCH N�W STORE 2. HINGED ACCESS DOORS. 2. UNIT SHALL BE VERTICAL DISCHARGE 3 HIGH PRESSURE CUT-OUT NOTES: 3. UNIT TO BE A COMPLETE PACKAGE INCLUDING ALL CONTROLS L I1�4 Cp 4. STATIC PRESSURE INDICATED ABOVE IS THE EXTERNAL STATIC PRESSURE WHICH EXCLUDES ANY PRESSURE DROPS 4 RETURN AIR SMOKE DETECTOR (SIMPLEX OR EQUAL) STORE NUI IBER: 3105 WITHIN THE UNIT 5 CONVENIENCE OUTLET 1 TWO INSTALLATION OPTIONS ARE SHOWN PROVIDE THE MOST SUITABLE OPTION BASED UPON 5 UNITS SHALL BE COMPLETE WITH SIDE OUTLET DRAIN AND ACCESS DOORS, PIPE CONDENSATE THROUGH TRAP TO ROOF 6. OUTDOOR AIR INTAKE HOOD. ACTUAL DUCT LAYOUT, DIFFUSER LOCATION, AND FIELD CONDITIONS. WHERE FLEXIBLE DUCT 6. CONTRACTOR TO ENSURE THAT OUTDOOR AIR INTAKES ARE A MINIMUM OF 10'-0" AWAY FROM ANY EXHAUST FAN 7. MOTORIZED OUTDOOR AIR DAMPERS. RUN EXCEEDS THE MAXIMUM ALLOWABLE LENGTH, PROVIDE THE LONG RUN, SIDE TAP 13810 MAIN RD. DISCHARGE, PLUMBING VENT OR OTHER CONTAMINANT SOURCE 8 BAROMETRIC RELIEF DAMPER INSTALLATION, MArTTUGK, NY9TJ2 7 MAXIMUM AIR VELOCITY THIRD COOLING SHALL NOT EXCEED 500 FEET PER MINUTE. 9, BURGULAR BARS 8. IF SUPPLY CFM EQUALS OR EXCEEDS 2,000 CFM, PROVIDE SMOKE DETECTOR IN RETURN DUCTWORK10. 100% ECONOMIZER 2. FLEXIBLE DUCT' U.L. LISTED CLASS 1 AIR DUCT, TESTED IN ACCORDANCE WITH U.L. 181, 9 ELECTRICAL CONNECTION TO BE SINGLE POINT AND TO BE THROUGH THE SIDE OF THE UNIT PROVIDE FUSED 11. 2" DISPOSABLE 30/3D FILTERS MAXIMUM LENGTH ALLOWED IS 5 FEET DISCONNECT SWITCH. 12. SEISMICALLY RESTRAINED ROOF CURB. 3. SPIN-IN FITTING: FLARED TYPE WITH BUTTERFLY DAMPER AND INDICATING HANDLE. PROVIDE REVISIONS: 10. UNIT SHALL BE COMPLETE WITH A GAS HEATING SECTION. STRAIGHT-IN TYPE SPIN-IN FITTING ONLY WHERE TRUNK DUCT SIZE WILL NOT ALLOW THE 11 UNIT SHALL BE RATED AT 85 DEGREE DB /72 DEGREE WE FAHRENHEIT AMBIENT 12 ROOFTOP UNITS SHALL BE PURCHASED THROUGH YORK NATIONAL ACCOUNTS, CONTACT MS. SHELLY DOUGLASS (800) 775-9675 INSTALLATION OF A FLARED TYPE FITTING. INSTALL DUCT INSULATION SO THAT DAMPER ISSUED FOR D.O.B. 07/13/0 HANDLE IS ACCESSIBLE AND VISIBLE ON THE BOTTOM OR SIDE OF THE SPIN-IN FITTING 4. PROVIDE ACCESS TO DAMPERS LOCATED IN CEILINGS OTHER THAN LAY-IN TYPE CEILINGS. DIFFUSER SCHEDULE UNIT HEATER SCHEDULE 5. PROVIDE MINIMUM LENGTH OF FLEXIBLE DUCT WITH NO EXCESS LENGTH BETWEEN CONNECTION FA SERVICE FRAME FRAME PATTERN DAMPER MATERIAL FINISH MANUFACTURER & MODEL NO. UNIT 10 MODEL NUMBER CFM MBH INPUT MBH OUTPUT FLUE SIZE VOLTS PH HP WEIGHT NOTES POINTS. INSTALL FULLY EXTENDED, NOT COMPRESSED. UH-1 PD75AAOTl1 350 75 fio 4" 1zo 1 1z; Iso 1-3 6. EXTEND FLEXIBLE DUCT A MINIMUM LENGTH OF ONE DUCT DIAMETER STRAIGHT FROM SIZE TYPE CONNECTION POINTS BEFORE BENDING. MAKE SMOOTH BENDS WITHOUT DEFORMING DUCT SUPPLY 24x24 NOTE 1 4-WAY YES STEEL OFF-WHITE METALARE 580DA-5 SERIES JI OTES' CROSS-SECTION. 1. SELECTIONS BASED ON MODINE 2. PROVIDE INTEGRAL THERMOSTAT. 7 PROVIDE ROUND-TO-RECTANGULAR INSULATED SHEET METAL TRANSITION AT THE NECK OF THE NOT USED - - - - - - 3. PROVIDE DISCONNECT SWITCH. CEILING AIR DEVICE AS NECESSARY FOR RECTANGULAR NECK DIFFUSERS/GRILLES. DRAWING BY: MMA SUPPLY zaxza NOTE 1 3-WAY YES STEEL OFF-WHITE METALAIRE s600A-6 SERIES 8 SUPPORT FLEXIBLE DUCT AS RECOMMENDED BY MANUFACTURER USING A MINIMUM OF 1-1/2 INCH WIDE BAND CLAMP. MAXIMUM HANGER SPACING IS 4 FEET WITH A MAXIMUM PERMISSIBLE DATE: 06/18/04 o SUPPLY 12x12 NOTE 2 2-WAY YES STEEL OFF-WHITE METALAIRE 5700A SERIES MINIMUM OUTSIDE AIR REQUIREMENTS SAG OF 1/2-INCH PER FOOT BETWEEN SUPPORTS. HANGERS MUST MAINTAIN ROUND DUCT AREA SQUARE FT. +/- MINIMUM CFM REQUIRED OUTSIDE AIR SPECIFIED APPLICABLE UNIT SHAPE CFM GSA JOB NUMBER: 03-641 E SUPPLY 14x10 NOTE 3 2-WAY YES STEEL OFF-WHITE MErALAIRE STH SERIES RETAIL AREA 10,456 .30 CFM SQ. FT. = 2652 CFM 3177 3220 RTU-7 2 & 3 _ SCALE CURVED PILAFF PHARMACY 1121 20 PEOPLE/1 OOO SQ FT. Al 15 3U0 345 RTLI 09 CEILING DIFFUSER/RETURN GRILLE CONNECTION DETAIL NONE TITLE: MECHANICAL^ EC u A n I C A F SUPPLY 4'-0" LONG NOTE 1 - YES STEEL OFF-WHITE METALAIRE 6610 SERIES CFM EACH = 288 CFM IVILI� I IIY11V Y1L OFFICE AREA 195 7 PEOPLE/1000 SQ. 7. AT 20 40 INCLUDED IN RTU-1 RTU-1 DETAILS AND LINEAR CEM EACH = 37 CFM G RETURN 48x24 NOTE 1 N/A NO ALUMINUM OFF-WHITE METALAIRE CC5-6 STORAGE 1932 O15CFM/SQ. FT = 288 CFM 290 300 RTU-5 SCHEDULES CUBE CORE RETURN EXHAUST 3807 3865 SHEET NUMBER: H NOT USED - - - - _ _ FAN SCHEDULE SUPPLY 24x24 NOTE 1 4-WAY YES STEEL OFF-WHITE ACCUTHERM MODEL UNIT 10 MODEL N0. TYPE DRIVE CFM FAN S.P. MOTOR SERVICE INTERLOCKED WEIGHT NOTES ACCESSORIES N /1 /1 0 iTiRPM IN WG. HP VOLTS PHASE WITH TF-Hc VAV DIFFUSER EF-1 GC-180 IN-LINE DIRECT 125 1089 .5 1 8 120 1 TOILETS LITE SWITCH 50 1-2 1-4 EF-2 GC-180 IN-LINE DIRECT 125 7089 .5 1/8 120 1 TOILETS LITE SWITCH 50 1-2 1-4 NOTES PROVIDE SQUARE TO ROUND TRANSITION WHERE REQUIRED 1. PROVIDE FRAM SUILTABLE FOR LAY-IN CEILING MOUNTING. NOTES ACCESSORIES COMMENTS: 2 PROVIDE FRAM SUILTABLE FOR SURFACE MOUNTING. TABLE 1 - ROUND NECK SIZE SCHEDULE 1. UNIT SELECTION BASED ON COOK. 2 DISCONNECT SWITCH. 3 SIDEWALL DIFFUSER UP TO 275 CFM - e" DIAMETER 2. ALL FANS HAVE A DISCONNECT SWITCH. 2 BIRD S 3 BIRD SCREEN CREEN 276 TO 380 CFM - 10" DIAMETER 4. BACKDRAFT DAMPER. 3B1 TO 500 CEM - 12" DIAMETER 501 TO 700 CFM - 14" DIAMETER 626 TO 1000 CEM - 15' DIAMETER /� GENERAL NOTES � r T fST 14 STST 14 4 _ 1. GENERAL NOTES ARE APPLICABLE TO ALL PLUMBING WORKING DRAWINGS. WH _ G1„ A 2. THE WORK SHALL BE EXECUTED IN STRICT CONFORMITY WITH BASE BUILDING D WINOW DISFLAI --" - x T---2 SPECIFICATION AND WITH THE LATEST EDITION OF HE PREVAILING LOCAL PLUMBING AND BUILDING CODES AND ALL LOCAL REGULATIONS THAT MAY APPLY. IN CASE OF 1 � A 14 ��/j �CONFLICT BETWEEN THE ONTRACT DOCUMENTS AND A GOVERNING CODE OR ST M Ns ` --- . ORDINANCE THE MORE STRINGENT STANDARD SHALL APPLY. F 1 4,4pyz" VEST. 3. ALL PLUMBING WORK SHALL BE COORDINATED WITH ALL OTHER TRADES BEFORE .T` FCO 0 PROCEEDING WITH INSTALLATION. OFFICE CENTER 66 /2" 3291 ROUTE 66 NEF711NE, NJ 0'1153 4. NO CHANGES ARE TO BE MADE IN PLUMBING LAYOUT WITHOUT WRITTEN TSA_L - TEL. ((132 9 15-230 \; - �-V PERMISSION BY THE ARCHITECT. FAX. r132J 915-2x51 NJ LIC 013519 gyp" / ) EWC-1 ,*', - _ ;I i� E � 5. NO PIPING SHALL RUN EXPOSED IN SALES OR FINISHED AREAS. JOHN MONTALTO,AIA,RA N.T.LIC. 020532 WH 1 I� — -1 - J -- -' \ _ / L 6 PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY •�!' y;' PERMITS AND FOR PAYING RELATED FEES - ARCHITECT OR SIGNATURE S-2 7. ROUGH-IN DIMENSIONS OF TOILET FIXTURES MUST BE COORDINATED WITH GENERAL ENGINEER 4 SEAL BOX 1 'E PL( (EF CONTRACTOR AND FIELD SUPERVISOR. % S-4 5_-- :h' 8 INSTALL BALL VALVES ON ALL BRANCH SUPPLY LINES. � 2 i �,,• - \ - / 9. PROVIDE ACCESS PANELS ON ALL INACCESSIBLE VALVES AND CLEANOUTS. ACCESS PANELS SHALL BE PROVIDED BY GENERAL CONTRACTOR. PLUMBING CONTRACTOR FIRMf SHALL BE RESPONSIBLE FOR THEIR LOCATION. MOUNT SHUT-OFF VALVES NO L . ' �• - 2 HIGHER THAN 12'-0" AFF. 10. ALL WORK SHALL BE PROPERLY TESTED, BALANCED AND CLEANED. PROVIDE A ONE i /--. YEAR WARRANTY FROM DATE OF FINAL INSPECTION ON ALL PARTS AND LABOR. 2Y¢ G 2 G 11/21 G T� del 11. FOLLOW PDI STANDARDS FOR WATER HAMMER ARRESTORS. / o 12. ALL FIXTURES TO BE SUPPLIED & INSTALLED BY PLUMBING CONTRACTOR, EXCEPT FCO 12 A G RE all_ ARCA � _ �' THE PHARMACY SINK AND/OR PHOTO-LAB SINK CVS SUPPLIES & PLUMBING S,. UrLk N1, CONTRACTOR INSTALLS. _ _-_ - - \ 1177 FCO r /' 12 14 13, GENERAL CONTRACTOR SHALL COORDINATE WATER METER LOCATION AND SIGNATURE SEAL DATE 1 I R6U I 1 R11 aU;" 2 17 RTU i p - 6 0 INSTALLATION WITH LOCAL AUTHORITIES AND CIVIL DRAWINGS. JPRICF / 16 P- - iEE _ T _ - 14 PROVIDE BUILDING SERVICE LINE 5'-0" FROM BUILDING LINE, OR INSIDE BUILDING GON5ULTANT: CH_CI.ER L..-J --- _ - - I--- --� B FROM OUTLET SIDE OF METER AS SHOWN ON CIVIL SITE PLAN. COORDINATE EXACT 16 w -_ - - _ o --- LOCATION WITH CIVIL DRAWINGS AND AT JOB SITE. PROVIDE BACKFLOW PREVENTER G 14 AS REQUIRED BY LOCAL AUTHORITIES 15 SANITARY SEWER PIPING SHOWN IS BASED ON 0.25" PER FOOT FALL FOR ALL h p NEfy JPIPING. COORDINATE BUILDING SEWER LOCATION AND INVERT ELEVATION WITH CIVIL C 0 Y O o DRAWINGS. PROFESSION ST 16. TRAP SEAL PRIMERS ARE TO BE PROVIDED AT NO ADDITIONAL COST TO OWNER IFDE REQUIRED BY LOCAL BUILDING CODE OFFICIALS.DO Clive Samuels 1" I - -- __ NY PE#062417 3"VTI� II z 17 VTR'S SHALL BE LOCATED A MINIMUM OF 5' FROM ANY PARAPET WALL AND 10' G GI imcou.ecenowensr 4 iam y�r %� - - FROM ANY RTU AIR INTAKE. /•� <\ - 1� R U. I— _ -CO - - FCO FD L 1 2 v¢ieeeMicOKNWimmrs DN' - PHAREA � �� �4„ g 4„ ISI _ - S - O PLUMBING LEGEND fr GON5ULTANT: `•a' V� _ Z _ - J — �� 3 WH S SANITARY SEWER N CHECK VALVE - s Hx SHUT-OFF VALVE SD STORM DRAIN IN VERTICAL LINE a T \ o GAS PRESSURE RECEIVE" - \ z RD ROOF DRAIN LINE REGULATOR i ❑ \\ Ilt� - �' OVERFLOW ROOF 10 � 1 > r1 - _ _ 'T a — ORD — DRAIN LINE n7 T & P RELIEF VALVE F,\ S w •�"� 1 J - ,\\ ❑ cn ¢ - DOMESTIC COLD WATER o —G - - �� - ORD ROOF DRAIN 9 G O -13"VTRI I � C _ _ � 1-I \ a -i - DOMESTIC HOT WATER ORD OVERFLOW ROOF DRAIN y � - H 6 -1 ❑ S FCO S in 7 CD CONDENSATE DRAIN � FCO FLOOR CLEANOUT IF SFATIING N CODP - ---- - - - PLUMBING VENT 7� <1 ,- � �' GCO GROUND CLEANOUT Guv _ T WH �� -- 14 (, G GAS PIPING HB HOSE BIBB 14 ST N�LU 14 TIST 1g ST ST 14 � �— UNION —cel WCO WALL CLEANOUT 7 0 1¢ T �LOADINCI 15 - 15 a m a c PLUG � X27�— COCK �1PCO PLUG CLEANOUT DOOK � • III c n / • c ELBOW - TURNED DOWN FD FLOOR DRAIN HW HOT WATER NEW STORE i DS DOWN SPOUT CW COLD WATER • • /' MARLENE LANE c ELBOW - TURNED UP ODS OVERFLOW ED STORM DRAIN FORE NUMBER: 3105 DOWN SPOUT RD ROOF DRAIN • �� �� = TEE - TURNED DOWN DN DOWN ORD OVERFLOW 9810 MAIN RD. • TEE - TURNED UP VTR VENT THRU ROOF ROOF DRAIN MATTITUGK, NY IIS52 U/F UNDER FLOOR CONT. CONTIUATION oa GATE VALVE PE PLUMBING FIXTURE 1.E. INVERT SCALE SS SANITARY SEWER ELEVATION REVI5I0N5: P-1.1 PLUMBING PLAN 1 8 =1'-0" V PLUMBING VENT CD CONDENSATE 01 - �I OE RPBP 55UED FOR D.O.B. 0"I/I3/04 RPBP REDUCED PRESSURE DRAIN KEY NOTES ( O , O , ETC.) III BALL VALVE BACKFLOW PREVENTER G GAS PIPING 1 . 2" WASTE DN, 1-1/2" VENT UP, 3" VTR AND 1/2" C.W. DN 2. INSTANTANEOUS HW HEATER LOCATED IN CABINET. 3. 3/4" C.W. DROP 4. 1/2" C DROP DRAWING BY: MMA 5. 3" WASTE DN, 2" VENT UP AND 3/4" HW AND CW DROPS 6, WATER METER AND REDUCED PRESSURE ZONE (RPZ). DATE: 06/I8/04 7. 1-1/4" DOMESTIC WATER SERVICE. GSA JOB NUMBER: 03-647 B. ELECTRIC H.W. HEATER MOUNTED ON WALL. TITLE: 9 GAS METER AND SERVICE BY UTILITY COMPANY GAS PRESSURE TO BE SET TO 7" OF WC PLUMBING PLAN 10. 2-1/2" GAS DN TO METER. 11. 1" GAS UP TO RTU. SHEET NUMBER: 12. 1-1/4" GAS UP TO RTU. D 13. 4" SANITARY, CONNECT TO SEPTIC SYSTEM. SEE CIVIL DRAWINGS FOR CONTINUATION. o 14. 4" LEADER SHOE. PLUMBING CONTRACTOR TO TERMINATE 5' FROM BUILDING. (TYPICAL). COMMENTS: 15, 5" STORM SEWER. 16. 4" LEADER DN. 17. 4" UP TO ROOF DRAIN. 18. 4" SANITARY SEWER. MA OFFICE CENTER 66 3291 ROUTE 66 NEPTUNE, NJ. 01753 TEL. (732) 918-2300 FAX. 17337 918-2351 NJ.LIC " 013519 JOHN MONTALTO,AIA,RA NY.LIC " 020532 3"VTR 4"VTR 3"VTR ROOF SIL JIL JIL ARCHITECT OR SIGNATURE 3" ENGINEER a SEAL Box I I I I I I I I I I I I I I I I I I I I 1 2" 2" 11/2 I 1 I I I I I 1 I S-3 WC-1 WC-1 L-1 L-1 EWC-1 S-2 S-1 I 1 S-4 SIGNATURE SEAL DATE 1ST FLOOR IWCO FCO FCO I WCO FCO FCO FCO FD-1 ._ FD-1 FD-1 I 4" 4" CONSULTANT: 1 4" (13 DFU) 4" (16 DFU) 4" (18 DFU) 2.. 4„ (2 DFU) 0 NM�rPGi9 \4" (20 DFU) PROEESSIO Clivea 4062 NY PE N062417 V IOCODU EIIG Mu crosmirsoo RmcMNMRR AT,C R w.�: eucfioasaoa9sn 'MUMN,W.WERSUffl w CONSULTANT: SCALE P_1'2 PLUMBING SANITARY RISER DIAGRAM NONE a1 cv S / RU RU RU RTU F3R2U - ha ma c r-----� r------1 r-----r 1-------1 r— — NEW FORE I I I I I I I I I 100 C F.H. i 11r4, j 180 C.F.H. i 1Va" 1 240 CFH 1 1 240 C.F.H. I 1 100 C.F.H. 1 I I 11/4" 1 1 r' I 1 STORE NUMBER: 310 ROOF I I I I I I u l --1� I I ROOF 9810 MAIN RD. MATTITUCK, NY 11952 2'/2" (860 C.F.H.) G 21/2" (760 C.F.H.) 2" (580 C.F.H ) G 11/2" (340 C.F.H.) G REVISIONS: 165UED FOR D.O.B. 01/13/04 = I I 1 L---J U u 75 C.F.H rl m cN DRAWING BY: MMA NOTE GAS PIPING DEVELOPED PATE: 06/I6/04 LENGTH 165'-0" CSA JOB NUMBER: 03-641 TITLE: G FLOOR FLOOR PLUMBING SANITARY AND GAS RISER GAS METER GAS PRESSURE SHALL SHEET NUMBER: HE SET TO 7" W.C. 2 1 . 2 COMMENTS: SCALE a—oZz NONE PLUMBING GAS RISER DIAGRAM PLUMBING F� XTURE SCHEDULE 77-ITEM MANUFAC7 UPER REMARKS AND SPECIFICATIONS -WALL FLANGE MA J. R. S A ii N 1+ 11 101�_ -ft - --- 1-1 ,��K�I �)NZE-NB AND ELECTRIC WATER COOLER: #HACBFSBL-Q WALL-HUNG. BARRIER-FREE WITH FRONT PUSH BARS, CANE TOUCH APRON, EWC-I HALSEY TWO STREAM MOUNT BUILDING PROJECTOR AND AUTOMATIC STREAM REGULATION MOUNT HANDICAPP (REFRIGERATED) TAYLOR UNIT ON RIGHT WALL BRACKET. 36" RECOMMENDED HEIGHT FROM FLOOR TO CENTER OF BUBBLER (CHECK LOCAL CODES). OFFICE CENTER 66 PROVIDE 3/8" ANGLE SUPPLY WITH STOP AND 1-1/4" CAST BRASS "P" TRAP. HALSEY TAYLOR TEL (630) 574-3500 32�-1 ROUTE O� NEPTUNE, NJ. 01753 _77 TEL. (732) SIO-2300 -N-EE-NAH - FAX. (132) e15-2351 DS 2 FOUNDRY CC F)()WNqpnl IT q;9=Iljw; llfim nF -PFT RonLMIN. 4'-4" HT. NJ LIC 013519 DS-3 NEENAH FOWRY-CO JOHN MONTALTO,AIA,RA NY.LIC. 020532 FCO J. R. SMITH FLOOR CLEANOUT: #4890" ROUND DECK PLUG WITH THREADED SPANNER WRENCH COVER SET AND ADJUSTED TO FINISH FLOOR LEVEL. ARCHITECT OR SIGNATURE FD-1 J R SMITH FLOOR DRAIN: #2005, DUCO CAST IRON BODY WITH FLASHING COLLAR, ADJUSTABLE STRAINER AND ROUND TOP ENGINEER 4 SEAL E30X _7 FS I J R. SMITH Fl OOR �WK 3UCKET. HOSE BIBB: #55090T, BRONZE NICKEL PLATED QUARTER-TURN NON-FREEZE HYDRANT WITH HOSE CONNECTION, WH J R SMITH INTEGRAL VACUUM BREAKER, "T" HANDLE KEY, AND STAINLESS STEEL BOX WITH FULL 180 DEGREE COVER OPENING. FAUCET FLOW LAVATORY: #051-2964 VITREOUS CHINA WA[L-HUNC LAVATORY, DRILLED FOR CONCEALED ARM CARRIER WITH FAUCET I CONTROL 1" HOLES ON 4" CENTERS, FRONT OVERFLOW; CONCEALED ANTI-SPLASH RIM; CONTOURED RIM; FAUCET, #358-2020 - L-1 ELJER LAVATORY FAUCET; LESS POP-LHP DRAIN AND LIFT HOLE IN POLISHED CHROME 1-1/4" TAILPIECE. PROVIDE 3/8" WALL HOT OUTLET COLD SUPPLIES WITH STOP AND 1-1/4" OFFSET DRAIN, CAST BRASS GRID STRAINER. (FURNISH AND INSTALL "LAVOUARD" #102 3/8" COPPER TRAP WRAP BY TRUEBRO FOR PF-2HO TRUEBRO TEL: (800) 340-5969 �AN TU F�-" �N�o 1080C, PIPE CONNECTIONS AND LARGE 16" N 108OC' N D J. R. SMITH CIA, DUCt� COLD INLET MAIN TUBING OD-1 CAST 11RO' �'Ql AN GRAVEL STOP WITH POLYETHYLENE LOW PROFILE INSTANT FLOW HEATER 1/2" THREE WAY M. REFER TO INTERNATIONAL PLUMBING CODE 2000 F aA/NCLE STOP VALVE HOT POO I J. R. S PILLIG, Q.1 FA.1 COLD RD-1— J. R, SMITH NQ T IRON SIGNATURE BEAL 1)ATr T-BOX ;RA Iff-, 'ImEpilm 69,�� SINK & FAUCET S-1 FURNISHED BY PHARMACY SINK & FAUCETS 11-1/2"x16"x6" STAINLESS STEEL SINK: FAUCET: 1-1/2" CAST BRASS "P" TRAP; PROVIDE CON5ULTAINT- MILLWORK SUPPLIER 3/8" ANGLE SUPPLIES WITH STOP PLUMBER SHALL PROVIDE ALL NECCESARY APPURTENCES TO HAVE A FULLY INSTALLED BY PLUMBLR OPERATIONAL SYSTEM. BREAKROOM SINK MODEL # DP2-11515-C, STAINLESS STEEL SINK, lb%15", 5-1/8" DEEP, 14-3/8"XI4-3/8" CUTOUT NEW S-2 DAYTON WITH 1-1/2" RAI). CORNERS, 1-1/4" DIA. FAUCET HOLES FAUCET: ELKAY-#LK A-2479-B5H-GOOSE NECK BAR FAUCET C ee, 'p; WITH WITH LEVER HANDLES AND AERATOR, OVERALL HEIGHT S", (FURNISH AND INSTALL "BROCAR" #C50OR-D TRAP WRAP S SAMO FOR PF6) 13ROCAR TEL: (BOO) 827-1207. PROFESSION SINK & FAUCET FURNISHED BY PHOTO-LAB SINK: FIAT MODEL DL-1, DROP-IN SINK WITH ACCESSORY BRASS FAUCET #Al AND ACCESSORY COVER S-3 cli��S..h MILLWORK SUPPLIER #A6. PROVIDE POLYPROPELYNE TRAP AND TAIL PIECE PLUMBER SHALL PROVIDE ALL NECCESSARY APPURTENCES TO NY PE 4062417 HAVE A FULLY OPERATIONAL SYSTEM. INSTANTANEOUS WATER HEATER SCALE INSTALLED BY PUUMB�R 105M�QROADMST INONE MODEL #63M DURASTONE MOP BASIN, 24"x24%10", ONE PIECE MOLDED CONSTRUCTION, CENTER DRAIN, FAUCET� PN. PMMONFO�T&CEM ,lmmm,mw�nffomu S-4 MUSTEE 63600A - CHROME PLATED BRASS SERVICE SINK FAUCET - 1/2" PIPE ECCENTRIC INLETS, 8" CENTERS, VACUUM BREAKER INTEGRAL STOPS, CHROME PLATE[) (H&C) HANDLES - 3/4" HOSE END SPOUT WITH PAIL HOOK TOP REINFORCING BAR AND MOUNTING BRACKET HOSE & HOSE BRACKET: PN. 65 700 MUSTEE TEL: (216) 267-3100 CONSULTANT: MIXING VALVE 1" HOT WATER TO WATER CLOSET: #091-2175: PATRIOT 17" HIGH ELONGATED RIM VITREOUS CHINA TWO-PIECE TOILET, COMPLETE WITH OUTSIDE INSIDE FIXTURES (110 DEG. F) POLISHED CHROME FLUSH ACTUATOR, BOWL 131-1175, TANK: 141-1120, COMMERCIAL STANDARD PLASTIC OPEN FRONT CORE DRILL WALL FOR CIRCLE CUT NEW OF? EXISTING SPARCO MOBF� WC-1 ELJER TOILET SEAT: 124-2105-00, SIPHON ACTION BOWL AND SELF-TOP TANK, ULTRA-LOW CONSUMPTION TOILET, FLUSHES ON STUD CONSTRUCTION AND PROVIDE #102C VACUUM RELIEF VALVE EXISTING MASONRY OR ELECTRIC WATER HEATER 1" HOT WATER 1 6 GAL OF WATER CONCRETE CONSTRUCTION GALVANIZED STEEL PIPE FOR WH-1 - REFER TO F"r 6" AND SMALLER, PROVIDE SCHEDULE THIS SHEET FOR (140 DEG __�—f COLD WATER SUPPLY _#091-2175 PATRIOT 1�- H GH ELONGATED RIM VITREOU 10 GAUGE GALVANIZED SHEET SIZE CAPACITY, WC-2 ELJER POLISHED CHRU97717t��L. .131- RCIAL STANDARD PLASTIC OPEN FRONT PROVIDE GALVANIZED STEEL STEEL ROUND TUBE FOR 6" 1 - 1"Cw TOILET SEAT - RA-LOW CONSUMPTION TOILE , FLUSHES ON AND LARGER4 CAULK SLEEVE ELECTRICAL REQUIREMENTS, — I PIPE WITH RETAINING RING TO SHIIT-OFF VALVES OF WATER ANCHOR PIPE AND ACT AS A IN PLACE. OPERATURE (TYPICAL) WOO J. R. SMITH WALL CLEANOUT #4462 TAPER THREAD PLUG WITH ROUND COVER. WATER STOP GROUT IN PLACE & I FOR EXISTING MA SONRY OR NEW PACK ANNULAR SPACE WITH PRESSURE I T J I ON I D ED ZE ST L AN G RI NO TO 4 D AD T AS A 'R OU T I N P LACE SCHUR Y OR NEW TR U CH ON 0 W LL I P EXPANSION TANK-SEE SPEC. CONCRETE CONSTRUCTION. FIBERGLASS INSULATION AND RELIEF WPS_l HULMASIER rT=-M7l77M7_I7EEDED TO'ASSURE A FULLY PROVIDE WATER-PROOF NON- VALVE P SHRINK SILICONE SEALANT ON CHECK VALVE PROVIDE CAST IRON WALL PIPE INSIDE AND OUTSIDE FLUSH WITH WITH RETAINING RING TO ANCHOR WALL. DRAIN VALVE PIPE AND ACT A S A WATER STOP. UNION (TYPICAL) POUR IN PLACE FOR NEW CONCRETE PROVIDE ESCUTCHEON FOR CONSTRUCTION, EXPOSED PIPE IN FINISHED 16 GAUGE LAYERS 5/8 " THICK SPACE GALVANIZE EXTERIOR GRADE PLYWOOD SAFETY PAN BOLTED TO 2% 2% 1/4 TEMPERATURE & ANGLE IRON FRAME. WATER HEATER SCHEDULE cv S / T UR PRESSURE RELIEF DRAIN 3/4 DRAIN - ANCHOR TO WALL. PAINT TO DISCHARGE DISCHARGE TO FLOOR MATCH ADJACENT WALL ITEM MANUFACTURER REMARKS AND SPECIFICATIONS en �73 SINK SINK —MOP BASIN S-4 VVH-1 A.0 SMITH WATER HEATER: MODEL #ELSF-15, ENERGY SAVER, 19"DIA.x26"H., 15 GALLON GLASS LINED TANK, ONE-1500 WATT, 120 FINISHED VOLT, SINGLE PHASE ELEMENT INSTALL 20 GAGE GALV. SHEET METAL PAN BELOW. NELU FORE CHRONOMITE INSTANTANEOUS WATER HEATER MODEL #S-30L, TANKLESS ELECTRIC WATER HEATER, FLOW ACTIVATED, STAINLESS J FLOOR WH-2 LABORATORIES, INC. STEEL HEATING COILS, ONE-3000 WATT, 110 VOLT, SINGLE PHASE, 27 AMP, 1/2" WATER CONNECTION, 5"HX9"WX2-1/2% DETAIL NOTE* BO-121 DEGREE F. TEMP. RANGE FORE NUMBER: 3105 PIPING ARRANGEMENT SHOWN IN SCHEMATIC ADJUST TO SUIT FIELD CONDITIONS REFER TO SPECIFICATIONS FOR MORE INFORMATION ON INSULATION AND SEALANT 13&10 MAIN RD, COORDINATE SLEEVE INSTALLATION WITH GENERAL CONTRACTOR. MATTITUCK, N'Y' 11952 SCALE P-1 3 CALE 1 ' WALL PENETRATION DETAIL NONE HO3 WATER HEATER DETAIL ISONE REVISION& MOUNTED IN CLOSED STORAGE CABINET MOUNTED ON WALL 155UED FOR DOB. 01/13/04 FILLMASTER FILLIMASTER FILL WATER "SCANMASTER" SCANMSTR INSTALL CAULKING FERRULE AND RAISED HEAD SCREW MSTR STORAGE 1000E PLUG IN AREAS WHERE SURFACE IS UNFINISHED PROVIDE TANK DISPENSER UUM AS TER SWAF TORAGE TANK ACCESS HOUSING & COVER IN FINISHED SURFACES SUCH 3/8" CLEAR TUBE 3 8 BLUE TUBE W/ "T" 1/4" WHITE TUBE AS FLOORS, SIDEWALKS AND DRIVEWAYS (S .1 INSTALL GAS PIPING TO ALLOW ( " , LONG) FILLMAST FILLING (60" LONG) (50- LONG) FULL OPENING OF ALL 18"X 18"X 6" CONCRETE 4.1 WHITE TUBE PH "A IREJ 1"" RED TUBE EQUIPMENT/ACCESS PANELS PAD OR AS SPECIFIED �36-- LONG) FATRAlploN 4B' LONG 3/8- BLUE TUBE FINISHED FLOOR SYSTEM UNION FINISHED GRA I C) FILIUMASTER BE 1=z DRAWING BY: MMA TEE WITH CAPPED 1/8 "AIR-GAP" PRESSURE GAUGE CONNECTION FAUCET DATE: 00118104 MOUNTED NEAR SAME SIZE AS MAIN SINK ON COUNTER PLUG COCK NTH 4" MAXIMUM IN-LINE ADAPTOR MOUNTED IN PHARMACY SINK C5A JOB NUMBER: 03-641 & RPBP TO COLD CABINET 3/8" RED TUBE TITLE: 1/8 BEND FITING AND WYE YARD OF CONCRETE WATER LINE (36" LONG) PIPE SUPPORT AlR/04UN PLUMBING SCHEDULFS FITTING OR COMBINATION 1/ D FITTING FOR ANCHOR RE. 4/MP-1.1 BEND AND WYE HITTING H C DLA-12 ISOLATION PHARMACY DRAIN AND DETAILS �;� SEE PLANS FOR SIZE SINK ADAPTER PAD MAIN AND ROUTING OF FAUCET FINISHED ROOF a SHEET NUMBER: PIPING FPH_ARMAC_Y] 318" RED TUBE 3" DIRT LEG (FULL LINE SIZE)— TAMECE I p :��PUUG DRAIN PIPE WHEN THE DETAIL NOTE: CLEANOUT IS LOCATED AT THE ALL REQUIRED FILLMASTER EQUIPMENT, CONNECTORS AND TUBING SUPPLIED BY COMMENTS: BEGINNING OF THE RUN INNOVATIVE MEDICAL SERVICES. THIS EQUIPMENT SHALL BE PURCHASED AND INSTALLED BY GENERAL CONTRACTOR ESTIMATED MAXIMUM DISCHARGE RATE FOR THE FILM PROCESSOR IS 1 25 GAL/DAY AT A PH FACTOR OF 7.0-8.0. -1.3 SCALE 054 _TNONE ;-I IN SCALE SCALE -1.321 741 GAS CONNECTION DETAIL NONE CLEANOUT NONE N WATER PURIFICATION DETAIL GENERAL NOTES 1. CONTRACTOR SHALL REFER TO FIRE PROTECTION SPECIFICATIONS. 5 C7 2. FOR ADDITIONAL SPECIFICATION INFORMATION REFER TO ARCHITECTURAL DRAWINGS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR 013TAINING FLOW TEST DATA AND MA PREPARING HYDRAULIC CALCULATIONS. AI 0 P 4. SPRINKLER AND PIPING LAYOUT SHOWN FOR REFERENCE PURPOSES ONLY. lip 2 0 VE�T 0 �T' PR 7CTION OF ORDINARY HAZARD, GROUP 2 OCCUPANCIES IN ACCORDANCE WITH FAX' (132) S18-2351 NJ.DO. 013515 NFPA 13. F_ JOHN MONTALTO,AIA,PA N.Y.LIC. 070532 6. SPRINKLER SYSTEM IN OFFICE/SUPPORT AREAS SHALL BE DESIGNED FOR F PROTECTION OF LIGHT HAZARD OCCUPANCIES IN ACCORDANCE WITH NFPA 13. JtL ARCHITECT OR SIGNATURE 7. ANY AREAS WHICH CONTAIN MISCELLANEOUS STORAGE AS DEFINED BY NFPA 13 SHALL BE PROTECTED ACCORDINGLY ENGINEER 4 SEAL EOX 0 8. THE SPRINKLER HEAD LAYOUT SHOWN IS AN APPROXIMATION AND IS INTENDED ONLY TO PROVIDE AN UNDERSTANDING OF THE SCOPE OF THE WORK. THE m tz' X" > CONTRACTOR IS REQUIRED TO FIELD VERIFY THE EXACT LOCATIONS OF ALL EXISTING HEADS TO INSURE THIS WORK WILL NOT CONFLICT WITH THE CEILING F GRID OR LIGHTING LAYOUT. REFER TO THE ARCHITECTURAL DRAWINGS FOR j 'T REFLECTED CEILING PLANS AND COORDINATE ALL WORK WITH ALL OTHER r. CONTRACTORS PRIOR TO INSTALLATION OF THE SPRINKLER SYSTEM. a LT 77 F7 - - 777, Z 9. WHERE REQUIRED BY CODE OR DIRECTED BY LOCAL AUTHORITIES, CONTRACTOR X, 0,1� — —— ;;— - -- —— - 0 LOCAL CODES AND NFPA. 7 d IHj L] 0 C2 7__ SIGNATURE 0 0 LIS CON5ULTANT! 0 0 0 FIRE PROTECTION LEGEND 2 LIT--] L �I_MCEC ER F 0 UPRIGHT SPRINKLER HEAD MPIA PENDANT TYPE SPRINKLER HEAD PROFES, 77 7/Z� L11 a Q 0 NEW DRY PENDANT TYPE SPRINKLER HEAD CHV 0 0 Lo E Is 0 04 W el S fiO62417 te, (1 3 __ 77 NEW SPRINKLER BRANCH PIPING 105COLLE] ROADRAST wmfim —F— FIRE SPRINKLER MAIN ?MMONI T7 cj) L >_ z CHECK VALVE I Y'L ES CON5ULTANT! 0 T 7 A' DN. _k�t m FLOW SWITCH __C2 7 0 S &Y, VALVE WITH TAMPER SWITCH �Kl LT 7 z E) PIPE DOWN, DROP & RISE /, — < T 2 __o PIPE UP LiJ 0 TEL FITTING RECEIVINI; A DENOTES HYDRAULIC REFERENCE POINT 2 0 KEY NOTES (D . ETC.) 0 c 2 V S / 1 UPRIGHT TYPE SPRINKLER HEAD. (TYPICAL) 4 _,7- 77T __ 777 IT 2. PENDANT SPRINKLER HEAD DOWN. (TYPICAL) 5 3. 6" FIRE SERVICE. rm4. PROVIDE ALARM CHECK VALVE. 5. DETECTOR CHECK BACK FLOW PREVENTOR WITH METER. PROVIDE TAMPER SWITCHES ON SHUT-OFF VALVES. NEW 5TORE 6 DRY PENDANT TYPE SPRINKLER HEAD. (TYPICAL) 5TORE NUM5ER: 3105 IB870 MAIN RE). MARLENE LANE MATTITUC<, N`Y` MJ52 REvI5I0N6: ISCA ISSUED FOR D.O.B. 01/13/04 qPLUMBING PLAN -01A CONTINUE TO ABOVE P-) UNDERSIDE HORN/STROBE CHECK VALV OF DECK SUPPORTIF PROVIDE A BACKELOW PREVENTOR FROM FDC­ UPRIGHT SPRINKLER AS REQUIRED BY THE LOCAL DRAWING Byl MMA NEEDED SEE NOTE AUTHORITY HAVING JURISDICTIOI -MAIN FLOW SWITCH PITCH — PR SSURE GA GE (TYP DATE: 06/18/04 BRANCH LINE ill SUPERVISED 0 S & Y. GATE VALVE, BRONZE MOUNTED, IRON — C5A JOB NUMBER: 03-e,41 gill L/—NIIPLE UP TEST VALVE IN READILY BODY, F.M. & U L LISTED AND ACCESSIBLE LOCATION RATED FOR 175 PSI WORKING — ALARM CHECK TITLE: CLEVIS HANGER REDUCER PRESSURE. (TYPICA SUPPORT FROM SMOOTH BORE CORROSION MAIN FIRE PROTECTION JOIST OR DECK PIPE NIPPLE 990. LEE PLUG-FOR TESTING REMOVE RESISTANT OUTLET GIVING (IF NECESSARY) AND INSTALL TEMPOR DRAIN ABOVE FLOW EQUIVALENT TO _1� BRANCH OR MAIN CONNECTION ONE SPRINKLER PLAN 1" X 1/2 UNION REDUCER SPLASH BLOCK W,P TV. PIPE DRAIN TO 5HEET NUMBER: TEE SUSPENDED CEILING W/TAMP EXTERIOR FP - I I BRANCH LINE RECESSED PENDANT 6" DUCTILE IRON ANSI A21.51 COMMENT5: SPRINKLER HEAD TAR COATED OUTSIDE, CEMENT MORTAR LINED INSIDE. VERIFY MATERIALS WITH LOCAL WATER NOTE: TO MINIMIZE CONDENSATION OF WATER IN THE DROP TO THE TEST AUTHORITIES — FINISHED -CONNECTION PROVIDE A NIPPLE-UP OFF OF THE BRANCH LINE. FLOOR I SCALE Ifp-i I TYPICAL SPRINKLER HEAD DETAIL SCALE IL;LIA INSPECTOR TEST CONNECTION DETAIL J 'CALE SPRINKLER VALVE STATION DETAIL IS TYPICAL UPRIGHT SPRINKLER HEAD NONE k-m-A K03A GENERAL NOTES 1. CONTRACTOR TO VERIFY ALL OVERHEAD AND UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF LIGHT POLE BASES AND CONDUIT. REFER TO AST FOR LIGHT POLE DETAIL. 2 REFER TO DRAWING E-1 1 FOR ALL BUILDING MOUNTED EXTERIOR LIGHTING FIXTURES, MA 3. COORDINATE ELECTRICAL SERVICE WITH MARY OF LIRA @ 631-548-7042. 0-0-El V T PROVIDE 2#6 & 1#6G. - 1" C THROUGHOUT CIRCUIT TYPICAL FOR ALL SITE LIGHTING. A-16 5. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL EXTERIOR WALL PACK LIGHT FIXTURE LOCATIONS OFFICE CENTER �6 WITH SHEET A-4.1 . 32el ROU7E && NEI-TUNE, NJ. 01753 TEL. (132) S16-2300 FAX. (132) e15-2351 NJ.LIC I O13Ne (d) JOHN MONTALTO,AIA,IRA N-Y.LIC. 020532 TEAL -- — -- — — — -- — — — — — — — — — — — — — — --- — — Box -- - -- - AfRCP[TrCT OR BIGNATURE ENGINEER 4 SrAL BOX GAS METER KEY NOTES ( (:D , Q , ETC.) PHARMACY AREA NEW 208Y/120V POWER COMPANY PAD MOUNTED TRANSFORMER, .6. �NDPP-24,26 2 PROVIDE 2 - 4" 0. (WITH PULLWIRE) FROM TELEPHONE BACKBOARD TO PROPERTY LINE. COORDINATE WATER METER EXACT TERMINATION LOCATION AND INSTALLATION REQUIREMENTS WITH LOCAL TELEPHONE COMPANY 3. PROVIDE CONDUITS AS REQUIRED BY CVS FOR TELCO, 4 SECONDARY CONDUITS, REFER TO SINGLE LINE DRAWING FOR CONDUIT AND CONDUCTOR REQUIREMENTS 3 5. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL EXTERIOR WALL PACK LIGHT FIXTURE LOCATIONS WITH SHEET A-4.1 AND REFER SHEET E-1 1 FOR CIRCUIT INFORMATION 6 DISCONNECT SWITCH PROVIDED WITH MONUMENT/PYLON SIGN. 5Id:NATU-R—E BEAL C>ATE 7 EXISTING UTILITY POLE. CONSULTANT, HERI HE- F F 7] F PROFES 'P. r= J�TYDPP-24 2 C�In, e Sa, F— ZVI` El 062417 FAXW�R -FJ LT F-F] CONSULTANT: 10 UCE 13 U TIE cl 3 FEEEEET rT- �UGT 7 F y kK� 0-0-13 MDP-28,30 E TYP. J. &Yp. El MDP-28,30 C S / 4� NEW STORE A-�4 5TOFE NUMBER: Cr 3105 40" ANCHOR BOLTS SET WITH TEMPLATE FROM POLE '3510 MAIN RE). GROUND IFUG MANUFACTURER I'IATTITUCK, NY 11952 C POLE BASE COVER. CONCRETE POLE BASE (2'-0). REvI51ONS. ! ELECTRICAL SITE PLAN IS 0111 1�=ALC'-011 #4 BARE GROUND #2 TIES 1,55UEE) FOP, D.O.B. 01/13/04 3' -0" FINISHED GRADE Luminalre Schedule [)RAWING BY: MMA TTTU— h— Project All Projects GROUND LAMP 30" MINIMUM E)ATF: 06/18/04 Symbol Qty Label Arrangement Lumens LIFT Description #4 REBAR C5A JOB NUMBER: 03-6,41 El7 06 SINGLE 14000 0.800 M5335T-750-11300P 175 WATTS 6'-C)" MINIMUM TITLE: 10 WEI SINGLE 14000 0750 MHIP-C-175-MT-BK (LUMARK) LLECTRICAL SITE PLAN 2 A SINGLE 23000 0.750 CAL-250-MH-MT-SL-BK-CA42 (MCGRAW-EDISON) 9 A2 TWIN 23000 0.750 CAL-250-MH-MT-SL-13K-CA42 (MCGRAW-EDISON) CONDUIT AS SIZED ON X 1 0'-0" -7 e;'q PLANS SHEET NUMBER: COPPERWELD GROUND ROD 1-1/2" MINIMUM COVER--//// LONG RADIUS ELBOWS SE - I I COMI NOTE: 1. CONTRACTOR TO SUPPLY FUSE AT BASE OF POLE AT HAND HOLE SITE LIGHTING POLE BASE DETAIL SCALE NE K-12 INO EJ n 0 1 U;�v H 0 1 00 111 110 La'�n 2 A I it 1/ 0 1 L1_I_ J I 0 0 02 1, 0 2 11 CI 11 1 0 CI 0 0 2 02 11 1 C.Tr MA .0 n C �,It __OJ�2 a,I -lr( I U ff I) n 4 4 1) R -III 0 1) a I it 4 5 It 5 5 Cl.5 0'��"� 5 11 '3 0. 0 1 rz I- El IT 0 0 2 Cl 0 OfelelCr CENTER 66 0 U 0 3 32iiR_1 ROUTE NEPTUNE, NJ. 07153 TEL 032) VIR-2300 2 Ci L CI 7,,�T 11 5 I q 5 2_1 I I 2 1 11 _3 -1 7 1 7 5 7 113 5 2 7 1 7 C� 5 58 It L 86 r4X. (152) VS-2351 NJ,Ul I 01351S 0 0 1 0 1 0.2 0 3 0,1 JOHN MONTALTO,AIA,RA NY 111 020532 it 4 3 "1 _1 it 13 1 2 1 7 a 2 It 2 7,7 -7 0 �/ 0 1 IF I U It 5 n 24 8 1 79 1 8 0 7 3 IJ 1 8 - _2 FRAF Ut - - - - - - - - - - - - - - All OR SIGNATURE Goya 5 L G 55 57 1 0 2 4 4 1 4 4 9 3 1 9 1 8 Ci As, 2 8 21 2 6 1 7 4 4 9 ENI 4 5EAL 5OX G�S I G E I 2 7 I q 2 ��l 2 cl 0 1 M FIT 0 1 7 L7 1 6 1 5 1 4 1 S 1 3 0 26 2 7 27 2 tr 2 3 1 '6 1 rl 2 3 -1 7 n q 0 102 8,7 6 1 2 '1 1 111 T 0 1 4 6 1 1 1 1 C 7 1 H 1 2 1 0 0 3 1 '1 5 It cl�l r Z' q 0 1 132 1 1 � 01 WAITO 171�1 Ek METER 0 1 1:1 3 D FAI A 1 5 0 11 122 2 it l 0 1 4 5 H,1 4 7fl 7 1 '1 U 15 SIGNATURE BEAL DATE �0 CI 1 0 3 1 T, 1 7 b I 14 1.7 I D I 1 3 NT 0 3 3 1 IT 16 -2 8. CONSULTANT: I 'I, I it n 1 13 11 L 1 " 1 1 C iiE-n nE F_ - ;1 - I - 71 41 2 24 10 17 -1 7 21 78 r, /0 1 it a I 1 3 IT] 15 17 1 L 1 2 4 5 0 1 3 1 2 FT PROFE f. Etv 1 0,3 1 ,1 36 1 7 1 -1 31 ED D L,minalre Location Summary Sa 0 1 It 3 J- tH.9 @-f l 6 1.6 5 4 h_'5 1 5 1 d 1 2 0 Qive Hal P,.xct All Proa.t. F_ W 1E T62417 'n ct I 1 1 . I Sa,N. L.b.1 A y Z (HEIGHT) Orient Tlt -1 t.L _3 F 4 2 1 1 01 1 1 "1" no 1JJ > I Go 353 255 AX"i 0 1 8 7 11.5 0 0 t zZ I D I Cr 10 1 7 F-0 444 2a2 25 0 I-F-I .0 1 " 0 3 OR 363 267 11.5 0 0 0 it 3 1 Ar 5 1 5 zI 7. FTF] e OR 363 279 11.5 a 0 CONSUI_TANT: D' 5 OR 363 291 11.5 0 0 III it 8 47 3 , 14 2.7 72 8. 0 6 OR 363 303 11.5 0 0 I D 7 OR 383 315 11 5 0 0 11 F16 1 7 3 0 E I 0 0 8 1 1 a G7 55�_ 3 345 324 16 190 0 a wirl 9 WPI 305 324 16 90 0 2 2 4 1 bit 5 L 11 5 0 1 -2 10 08 283.5 341 11.5 0 a 2 - - - �11 t-]\ -. - 11 OR 2835 330 115 0 0 7 11HEEED 12 OR 250 334 11 5 0 a El 7 1 17 5 '1 54 1 1 4 0, 1 "11 5 4 t 6 1 13 OR 276.5 341 115 a 0 1 3 Er , _m�' 47 1 4 111 0 b 2 _F =EIrr 1 1325 115 0 0 v" >' �< "�� 'x x" 5 - E 't I Ll a, 0 1 x < I D 14 OR 280 3 7 5 15 08 276.5 330 11.5 0 u 1. AM 257.5 324 16 90 0 -T 0 17 mi 241 314 16 Via 0 9 1 B A 196.5 317 25 0 0 It 7 4 6 5 0 12 1 11 19 wal 241 274 16 lao 0 11 it JI 13 11 A 70 7 CI 7 E 4 1 6� `5 0 .12 1 15 r 20 A 192 251 25 0 0 C v 21 war 241 234 16 180 0 d 2 0 0 U it I) I A I U 22 wl 257.5 223.5 16 270 0 0 -,-E 7 4 4 2 17 2 0 It L 3 2 4 0 =1 115 U,1 01) ­cr 23 A 243 155 25 ED a a r c: olf It 8 F 7 1 0 2 U 1 11.1 [1 1 11 1 it [1 0 1 it [1 0 24 WIN 270 0 Lf) 08 1) 9 U I- 0 0 11 1 -11 21 0 3 0 3 It -1 0 2975 223.5 16 a 25 A2 3325 164 25 90 Ek D I n 25 WTI 337.5 223.5 16 270 a NEW 5TO'IRE 0 1 2 A 2 1 P 0 2 '4012- _JL 2 1 ill CI (I CI rii 11 L__11�n- 27 OR W 219 115 0 0 U 0 0 0 CI 0 It 0 1) 0 0 570RE Nldt�BER; 3105 L '11_,� J I I r I D I I- D rJ ',1 29 OR 363 219 11.5 0 0 0.1 1 1 0 1 0 1 ri 11 0 0 11 0 1 231 11.5 9510 MAIN RD. 0' n 0 1 1) o 0 n I It 1 0 o 't - I r I ) I 0.0 0 0 0 0 29 OR 363 --- ____I I D 30 F-G 4435 216 25 2. MATTITUCK, NY 11952 rr� I I I ni 0 1 1 1 D I I I n I I [I A it I FIFI 0 131 1 08 383 243 11.5 '!n 0 0,0 It 0 0 0 0 D 0 0 110 1 0 0 0 111 1) 0 0 0 1) 0 [1 0 0 (1 0 [1 0 IT 0 0 1) 0 0 111 It [1 0 1 a n 1111 C it REVISIONS: Schedule 155UED FOR D.O.B. 01/13/04 Project. All Projects Symbol City Label Arrangement Lumens LLF Description 7 OB SINGLE 14000 0.800 M5335T-750-11300P 175 WATTS 10 wpi SINGLE 14000 335C MHIP-C-175-MT-BK (LUMARK) 2 A SINGLE 23000 0,750 CAL-250-MH-MT-SL-SK-CA42 (MCGRAW-EDISON) 9 A2 TWIN 23000 0.750 CAL-250-MH-MT-SL-BK-CA42 (MCGRAW-EDISON) DRAWING 5Y: MMA DATE: 01i Statistical Area Summary C54 J05 NUMEER: 03-641 Project All Projects - TITLE: Label Description Avg Max Min Avg/MIn Max/Min PHOTOMETRIC SITE PLA� 3 FC MINIMUM AREA 50 FOOT PERIMETER 5.26 18.9 1.0 5.26 18.90 SHEET NUMEER: Numeric Summary Project: All Projects SE - 1 . 2 Label CoIcType Units Avg Max MIn Avg/Min Mox/Mln PtSpcLr PtSpcTb COMMENTS: A Illuminance Fc 1 34 18.9 0.0 0.00 000 10 10 SCALE PHOTOMETRIC SITE PLAN T T 1, 1�1 T (D PTYP. i; ;; T I—' T, 1�_ — A 12[--= 777771 4 us 7TYP. Ss) A-21 ALARM SYSTEM LEGEND MA I I 1 0 -T_LL�j_ VEST SYMBOL A�9 A-9 A-9 A-9 A-9 A-9 A-ZI A-2 A-12 �',:, _s I __ I �B CONTROL PANEL OFFICE CENTER 66 A-21 A-21 32S7 fROLTE e� OME ANNUNCIATOR NEPTUNE, NU. 01153 !o A-� A-' TEL. (132) 911 FAX. (132) Na-2351 NJ LIC 013BIZ JOHN MONTALTO,AIA,RA N.T.LIC A 020532 F 2, T747 4Y+� A--9 DUCT SMOKE DEFECTOR A-21 A-2 A-21 A-21 A- 1 A-21 REMOTE MST SWITCH A-12 A-2 A-3 A-3 A-31 so SMOKE DETECTOR ]ENGINEER 4 SEAL BOX 5 5 SOUNDER / STRODE AT BY A FF. A- A A-2 -1 2 ;� A-12 2 F M q E, PULL STATION AT 48' A.F.F. 777 A-7 A-� A-I! A-t A-� A E A-E (D DIGHAL COMMUNICATOR I — __ � I H HEAT DETECTOR Hal H 0 A-7 A FF 97 T A-� A HORN STROBE BEACON �A F77 7 #* OTU SHUTOFF CONNECTION A-E A-� A-� A-,' ry A- CHECKOHIF El ss OPS_ A.-a- NOTES fA-7 1 DUCT WOKE DETECTORS TO BE SUPPLIED By A, A A- HVAC CONTRACTOR AND BE CONNECTED TO -12 -12 1 1-12 ;��W A-1 I A-� A--S - FIRE ALARM CON70L PANEL F� SUPPLIER BY SPRINKLER GO AND CONNECTED RE AIL /,F EA =7 -7 2.WATER FLOW AND VALVE SUPERASION 70 BE A-� A-f A-E A- A-4 TO THE FIRE ALARM CONTROL PANEL. SIGNATURE SEAL DATE A-7 TF5;A-4 I — — - E�+ — — — ------ A03 A- A-4 A- B CON51LILTAINT: I ILL I A-7 FIRE ALARM NOTES A-1 A- A-1 A-1 CON70L PANE o FCI-72 CONVENPONAL 6 ZONE CON70L IN 12 ZONE ENCLOSURE WITH PCs rA PHOTOLAB —1 GEL. AR FM TO BE AS INDONED TWO NOTE AION CIRCUITS. AUXILIARY RELAY, POWER SUPPLY. A-9 A-� A-7 BATTERIES AND CHARGER 5 A- I A-4— A- ANNUNCIATOR 4A A-4 CC) NE C\I SIX 70 E BACK UT ANNUNCIATOR WIN ALARM INDICATOR BY ZONE PROFES �RANAU AND A COMMON TROUBLE SIGNAL PHAElb,CY A AT A') r�9, - A-9 A-- DIGITAL COMMUNICATOR 4-1 A-1 A-' A-1 A-1 A-1 RADIONICS 2071 DUAL LINE DIGITAL COMMUNICATOR SMOKE DETECTORS Clive BI PHOTOELECTRIC SMOKE DETECTORS MODEL PSD-7155 WHII BASE .1� �-11- , 77-- 77 7 TYR I I I I I I— - __ A---2 �A- A-7 A-7 , ,,\ -4 A-4 =D ROOF TOP UNIT CONNECTED TO THE CONTROL PANEL ebCOLLEGEROADEMST A-12 2 ..... A-- 5 A-' z DUCT SMOKE DETECTORS TEn PRIMCEPONFOR11 7777 7 LSTAU�Q ". Cv&� PR NI C L A=7 PROADED WHERE INDICATED ONE PER DUCT SMOKE DETECT DN A-1 A-' A-1 A-I A-I A- HORN STROBE A-12 A-1 0 PROVIDED WERE INDICATED WOU UL USTED AND ADA COMPLAINT = F 15/75 CANDEI-A S70BE A- 5 —4 H B-54 z STROBE CONSULTANT: A-� RECEIVIIII G A-8—T- A-E— IF— A-8 A-4 A-E < PROMUDED MERE INDICATED WFE! LIT LISTED AND ADA COMPLIANT A- 15/75 CANDELA STROBE. PULL STATION (SD 747 DOUBLE ACTION PULL STATION WTTH KEYED RESET AND KEYED TO A-E Al A-E A-E A-6 A-E MATCH THE CONTROL PANEL c SYSTEM OPERATION 6 ) B u n HIA+ PPF L.LL F ACTMATPON OF ANY ALARM INITIATING DEMCES SHALL AUTOMATICALLY A- -8 A-f TF-_ -E A-2 A-� V AN AGER'S INITATE THE FOLLOWING. I / A- 15 A- 15 A- 15 OF—FCE 1. CAUSE AN AUDIBLE ALARM SIGNAL TO SOUND AND THE SYSTEM A-�l 1 A- -1 l A-1 l A-11 1 7�7777 A-I 1 A-1 I A-1 UP SIGNAL SHALL BE CAPABLE OF LUNG SILENCED DURING THE ALARM _L < A- 5 77 A-E A ARM LED TO LIGHT AT THE FIRE ALARM CONTROL PANEL. ALOIBLE COND17ION A-12 A-E (SD D___ 2. CAUSE A RED LIGHT IDENTIFYING THE SPECIRC ZONE IN ALARM TO LIGHT ON THE FIRE ALARM CON70L PANEL T, 0 C] FIT 3� CAUSE ALL SYSTEM HORNS TO SOUND A TEMPORAL PATTERN A-E A-1 Rx SE� FIH I D_ 0 4 CAUSE ALL MSUAL ALARMS TO RASH. A-12 A -11- A-1� 1_TL1# 5 ACTUATE LIFE DUAL UNE DIGITAL FIRE ALARM COMMUNICATOR TO L,L L# A-6 A-E A-6 D_ 0 TRANSMIT A SIGNAL TO THE CENTRAL STATION A I 4Q�no -0 . - SYSTEM NOTES A 1777- ne I, -7— — _T "7, THE ACTVAION OF A WATERFLOW SWITCH WILL INITIATE AN ALARM AND THE ACFVATON OF A VALVE SUPERMSION SWITCH WILL INITIATE A TROUBLE SIGNAL ON THE SPRINKLER ZONE OF THE FIRE ALARM CONTROL PANEL APPROVED FIRE ALARM MANUFACTURERS SIMPLEY cv S / NOHFIER OR PYROTRONICS NEW ZO L&A—ID NNE DECRYFI]ON ZO E ONE - PULL STATIONS ZONE TWO - SMOKE DETECTORS ZONE TH EE DUCT SMOKE DETECTORS ZONE FOUR HEAT DETECTORS NEW 51`01;�E MARLENE LANE 5TORE NUMBER: 3105 '3010 MAIN RE). MATTITUCK, N�- 11952 SCALE SCALE 1/8'. -T" ELECTRICAL CELLAR PLAN -1 LIGHTING AND FIRE ALARM FLOOR PLAN Fj2��j 1/8"-l'-O" rE V-0" r-E GENERAL NOTES KEY NOTES & (2) ETC.) REV151ON5! LIGHTING FIXTURE SCHEDULE 165IJEE) FOR D.0.5. 01/13/04 ALL FIXTURES SHALL BE PURCHASED THROUGH WIEDENBACH-BROWN CO. (888) 230-1569 120V t ALL LIGHT FIXTURES ARE TYPE 'A' UNLESS OTHERWISE NOTED. 1. PROVIDE UNSWITCHED HOT WIRE TO NIGHT LIGHT AND REFER TO ELECTRICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOT NECESSARILY BE REFLECTED IN CATALOG NUMBER AND/OR DESCRIPTON IN THIS SCHEDULE FIRE ALARM CONTROL PANEL CKT. B-40 EMERGENCY FIXTURE. CONNECT AHEAD OF ENERGY SYMBOL DESCRIPTION MOUNTING VOLT VA LAMPS BALLASTS REMARKS/NOTES ZONE ONE PULL ST41ONS 2. EXIT SIGNS AND EMERGENCY LIGHTING HEADS IN RETAIL MANAGEMENT SYSTEM. AREA TO BE CEILING MOUNTED. ALL EXIT SIGNS WIRED A 2X4 RECESSED PARABOUG RECESSED 120 110 3-F032/835/XP/ECO H­QT3X3l20NP-U ZONE M SMOI DETECTORS so SO ED AD so yyp" METALUX/CVS-2EP3GX-332W36P-WTR-120-OS H AC/DC AND TOGETHER 2. MOUNT SWITCH 42" A.FF. TO CENTER OF SWITCH 1X4 RECESSED PARABOLIC I ZONE THREE DUCT SMOKE DETECTORS IDS DS DS as SO 1 3. INSTALL HOLD DOWN CLIPS ON ALL VESTIBULE CEILINGS. 3. PROVIDE E.M.S. OVERRIDE SWITCH IN SOA OFFICE TO CONTROL Al METALUX/CVS-EP3GX-232Wl8P-WTR-OS RECESSED 120 78 2-FD32/835/XP/ECG F­QT2X3I TS TS TO TO CIRCUITS A-1, A-3, A-5 AND A-S. PROVIDE LABEL ABOVE 2X4 RECESSED EMERGENCY PARABOLIC RECESSED 120 110 3-1`032/81 L­0`RX3120NP­T­FBP240H PROVIDE WITH AN EMERGENCY BATTERY PACK H 1 4 CUT AND POP RIVET CEILING GRID AS REQUIRED. SWITCH TO READ "EMS/OR". A2 METALUX/CVS-2EP3GX-332W36P-WTR-1 20-OS (SURE-UTES #FBI ZONE FOUR UPPER ROBB SMOKEMEAT DEEC70RS 5. INSTALL PHOTOCELL ON WEST WALL TO ACTIVATE ALL 4. EXHAUST FAN TO BE CONTROLLED WITH RESTROOM LIGHTS A3 IX4 RECESSED EMERGENCY PARABOLIC RECESSED 120 78 2-FO32/835/XP/ECO F­QT2X3210NP-U-FTP240H PROVIDE NTH AN EMERGENCY BATTERY PACK rDRALUING 5�': MMA ZONE BI SPARE EXTERIOR LIGHTS AND SIGNS. REFERENCE SWITCHING DIAGRAM 9/E-2.1 METALUX/M-EP3GX-232W18P-WTR-OG (SURE-UPTES #FBP-2-4D-H) B RECESSED WALL WASHER 4' RECESSED 120 94 2-BX40 BIAX COORDINATE LOCATION W1 INTERIOR E)ATE! 06/la/04 ZONE SIX SPARE 6. ROUTE THE FOLLOWING CIRCUITS THROUGH THE ENERGY 5. PROVIDE CIRCUIT TO PREWRED PILOT LIGHT SWITCH AND METALUX/RWW T19X401-12OV-OS GRAPHICS SEE A-4.2 MANAGEMENT SYSTEM: A. ALL RETAIL AREA LIGHTING INTERIOR VAPOR PROOF LAMP, FIXTURE SHIPPED LOOSE TO BE m RECESSED WALL WASHER 2' RECESSED 120 37 BX40 BIAX 1-QT2X40I2O-DL-U COORDINATE LOCATION W1 INTERIOR REMOTE ANNUNCIATOR SIGNAL CIRCUIT METALUX/RWW-IBX401-12OV-OS GRAPHICS. FEE A-4.2 05A JOE3 NUMBER: 03-641 FRONT DOW CIRCUITS. B. SIGNS AND EXTERIOR LIGHTING CIRCUITS. C. INSTALLED BY CONTRACTOR c cz=� 8' STRIP SURFACE AFF /ECD 1-0T2X32j20NP-U ALL LIGHTING CIRCUITS IN PHARMACY. D. PHOTOLAB, AND METALUX/CVS-MN-132-12OV-OS 12'-0' MAX 120 78 2-FO32/835/XP TITLE CHECKOUT AREAS 6. COORDINATE ALL PARAWASH FIXTURE (TYPES 'B' AND 'BI-) 4' STRIP I I � ELECTRICAL LIGHTIN ITL-S -J B.-I RTI SURFACE, PROVIDE WIRE GUARD FIXTURE LOCATIONS WITH ARCHITECTURAL PLANS TO ENSURE FIXTURES Q! 120 78 2-FO32/835/XP/ECO H­QT2X3212ONP-U WHEN LOCATED UNDER STAIRS 7. PROVIDE #10AWO CONDUCTORS FOR HOME RUNS (INCLUDING ARE CENTERED ON WALL GRAPHICS. METALUX/CVS-SS-232-120-OS CEILING I AND FIRE ALARM GROUND) FOR THE FOLLOWING CIRCUITS: E SURFACE MOUNT EMERGENCY SURFACE, WALL 120 9 INCLUDED WTH UNIT CEILING MOUNTED IN RETAIL AREA ONLY. A-1, A-2, A-3, A-4, A-5, A-15, A-8, A-9, A-11, A-13, 7. PROVIDE UNSWITCHED HOT WIRE TO EMERGENCY FIXTURE 1SURELTES/CVS-CC4WH OR CEILING PLAN A-15, A-18, A-20, A-21. A-22, A-24, A-26, A-28, BATTERY CHARGER VIA CIRCUIT 41 IN PANEL A. CONNECT IDRIVE-THRU SURFACE 120 25 20W-112-24" PROVIDE INS REFLECTOR. 5HEET NUMEER: NOIFES� A-30, AND A-32. SWITCHED (EMS) HOT WIRE CIRCUIT TO BOTH FIXTURE MI MM120OCT/COS1120VMST/MS PLUG - MMR I I ROOM CONTAINING FIRE ALARM CONTROL PANEL. E. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL EXTERIOR BALLASTS. EMERGENCY FIXTURE WILL OPERATE AS A MMB 1.10RIVE-THRU SURFACE 120 37 32W-T8-45" PROADE ME REFLECTOR. 1. DETECTION SHALL BE LOCATED IN WALL PACK LIGHT FIXTURE LOCATIONS WITH SHEET A-4.1. SWITCHABLE UNIT WITH SEPERATE CIRCUIT FOR BATTERY MM132OCT/BTCOS1120VMST/MS PLUG - MMR I E - 2. WHERE DUCT CONFIGURATION PROHIBITS PROPER LOCATION OF ONE DEFECTOR PER BRANCH, CONTRACTOR SHALL PROVIDE AND INSTALL CHARGER SO LAMPS CAN BE TURNED OFF WHILE CHARGER ON IRECESSED SQUARE RECESS 120 210 1-175 DAMP LOCATION LABEL. MULTIPLE DETECTORS TO PROVIDE ADEQUATE COVERAGE. NO EXCEPTIONS WILL BE TOLERATED FOR FAILURE TO INCLUDE THIS IN BID PRICING. 9. REFER TO ARCHITECTURAL DRAWING A-3.1 FOR EXACT MAINTAINS BATTERY AT PROPER VOLTAGE EMERGENCY HAL O/M5335T/CVS750CVS/11300CVS MEANS SHALL HAVE A RED MARKING (RED TAPE) AND BE IDENTIFIED AS 'FIRE ALARM CIRCUIT CONTROL" PER LIGHTING FIXTURE LOCATIONS, UNLESS OTHERWISE NOTED LIGHTING WILL BE TURNED OFF BY THE EMS SYSTEM. IN THE 1 0 IRECESSED 3. 1201 CIRCUIT DISCONNECTING EVENT OF A POWER OUTAGE, ALL EMERGENCY FIXTURES WILL cc HALO/M721OT-760-56200C RECESS 120 25o 1-250 DAMP LOCATION LABEL COMMENTS: NFPA 72 10. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT WTH PULL BE ACTIVATED. ADJUSTABLE WALPAK SURFACE, 208 295 1-250W AIM DOWNWARD AT 0 DEGREES. 4 A/V LOCATION AND SPACING SHALL ADHERE TO NFPA 72-6-4.4. WIRE FOR ALL LOW VOLTAGE CIRCUITS. 8 EXISTING LIGHTING TO REMAIN. CIRCUIT EXISTING LIGHTING W2G Mo IVISION/APK-250-M-6-Gy WALL — — METAL HALIDE PROMDE NUMBER OF FACES AND ARROWS As EDITION OF NFPA 72. ago IF IT H REMOTE A SURFACE, WALL 120 126 DIED AND 2-9W INCANDESCENT, INDICATED ON FLOOR PLANS. CEILING 5. INSTALLATION SHALL BE IN ACCORDANCE TO THE LATEST ADOPTED SUREW S/CVS_, , INCLUDE WITH UNIT 11 ALL EXIT AND EGRESS FIXTURES SHALL BE PROVIDED WITH TO NEW CIRCUIT. X LITTE N'HE RWDHL OR CEILING MOUNTED IN RETAIL AREA ONLY. 6� RISER REPRESENTS GENERAL CONFIGURATION OF SYSTEM, ACTUAL AMOUNT OF DEVICES SHALL BE COORDINATED WITH THE PLANS BATTERY BACKUP FOR 90 MINUTES OF OPERATION. NIGHT LIGHT UNSWITCHED NIGHT LIGHT FIXTURE ON E-1 1 1 SCALE CIRCUIT INDICATED. 03 A FIRE ALARM RISER DIAGRAM NONE CENERAL NOTES KEY NOTES ( (D , (D , ETC.) RETAIL AREA KEY NOTES ( (:D , (�) , ETC ) RETAIL AREA KEY NOTES ( (D , (D , ETC.) RECEIVING AREA 1. RE: CIVIL UTILITY PLAN FOR UTILITY INFORMATION Rl. PROVIDE CONDUIT AND PULL WIRE FROM 3" ABOVE CEILING TO JUNCTION BOXES LOCATED 5'-0" AFF AT R17. PROVIDE DEDICATED CIRCUIT FROM DISTRIBUTION PANEL FOR SENSORMATIC 110V POWER. PROVIDE A 86 PROVIDE EDWARDS #592 120V TO 24VAC TRANSFORMER FOR RECEIVING BELL/PUSH MANAGER'S OFFICE AND AT PHARMACY. JUNCTION BOXES ARE FOR ALARM KEYPADS RE: ALSO 1/L-2.1, DUPLEX RECEPTACLE MOUNTED TO WALL 12" ABOVE CEILING SPACE. SENSORMATIC ELECTRICAL BUTTON, SECONDARY WIRING SHALL NOT ENTER THE SAME BOX AS PRIMARY WIRING. 2. ROUTE THE FOLLOWING CIRCUITS THROUGH THE ENERGY MANAGEMENT SYSTEM' NOTE #S6. CONTRACTOR WILL PROVIDE WIRING AND DIRECT CONNECTION FROM RECEPTACLE TO THE UNIT. INSTALL TRANSFORMER AT 108" AFF. A. CEILING RECEPTACLES MA B. WATER HEATERS R2 PROVIDE EDWARDS #340-4GS 24 VOLT ADAPTA-BELL AT 6" ABOVE CEILING AND CONNECT TO R18 PROVIDE 5 - 1"C WHEH PULLWIRES. STUB UP AT LOCATION SHOWN ON FLOOR PLAN AND AT 12" ABOVE B7. PHOTO CELL MOUNTED TO THE CABINET OF RTU-1 AND WIRE TO THE CONTROL BOARD 0. LIGHTED FIXTURE VALENCES PLISHBUTTON AT RECEIVING AREA DOOR. SUSPENDED CEILING. PROVIDE 3 LOW VOLTAGE CONDUITS AND 2 POWER CONDUITS WITH TAGGED & OF THIS UNIT. 3. NOT USED. R3 PROVIDE DEDICATED NEVA L14-20R (PUSH/TWIST TYPE) RECEPTACLE FOR FREEZER AT B" AFF 20 AMP LABELED PULLWIRE. RE: 3/E2.1. FIR NOT USED CIRCUIT WIRED DIRECTLY TO DISTRIBUTION PANEL. DO NOT CONNECT TO EMS. VERIFY EXACT LOCATION R19 PROVIDE A DUPLEX RECEPTACLE NEAR THE CONDUIT STUB-UP UNDER THE FIXTURE BASE. STUB UP 4F ELECTRICAL CONTRACTOR MUST FOLLOW TENANT PANEL SCHEDULE. AND TYPE OF FREEZER WITH TENANT SHEET F-1 PRIOR TO ROUGH-IN AND INSTALLATION. 1/2" C WITH PULLWIRE AT LOCATION SHOWN ON FLOOR PLAN. B9. PROVIDE DUPLEX RECEPTACLE ABOVE CEILING FOR STOCKROOM ACCESS ALARM. OPPICE CENTER 66 32S-1 ROUTE &� NEPTUNE, NJ. 01153 5� ALL EMPTY CONDUITS MUST HAVE PULLWIRES AND BE TAGGED PROPERLY R4 PROVIDE A STANDARD DUPLEX RECEPTACLE MOUNTED ON RETAIL SIDEWALLS 4" AFF RECEPTACLE TO BE R20 PROVIDE FLUSH MOUNTED DUPLEX RECEPTACLE (LEVITON #5262-SOW CEILING RECEPTACLE) WITH WHITE B10. NOT USED. TEL, (132) 518-2300 USED FOR PLUG WHICH IS PROVIDED WITH SHELVING KICKPLATE COORDINATE EXACT LOCATION WITH FINAL COVERPLATE. LOCATE OVER LOWBOY/SEASONAL AISLE, RE: FINAL CVS MERCHANDISE PLAN (F-1) FAX. (732) elI NJ.LIC. 0135le 6. ELECTRICAL CONTRACTOR SHALL TIE BACK ALL LOOSE WIRING (INCLUDING LOW VOLTAGE) IN AN ORDERLY CVS MERCHANDISE PLAN (F-1) Ell PROVIDE JUNCTION BOX FOR STOCKROOM ACCESS ALARM AT 48" AFF FLUSH IN WALL JOHN MONTALTO,AIA,RA NY.LIC 0201532 FASHION. R21. QUAD RECEPTACLE AND PHONE/DATA OUTLET MOUNTED AT 32" AFF BEHIND FIXTURE FOR COMPUTER, WITH BLANK COVERPLATE PROVIDE 1 - 3/4" C. FROM JUNCTION BOX TO 6" ABOVE HIS. PROVIDE DUPLEX RECEPTACLE ON BACKSIDE OF RETAIL COLUMN AT 18" APE PROVIDE LOW PROFILE SKIN SCANNER AND TELEPHONE FINISHED CEILING. 7 AVOID RUNNING LOW VOLTAGE WIRE OVER HIGH VOLTAGE WIRING OR LIGHT FIXTURES. SURFACE BOX (WITH NO KNOCKOUTS ON ANY OF THE VISIBLE SIDES). R22. PRICE CHECKER, DUPLEX MOUNTED ON WALL IN CABINET. MOUNT DATA/PHONE LINE INSIDE BOX B12. LOCATION OF POWER COMPANY METER AND MAIN DISCONNECT SWITCH. SEE RISER 8. WIRING SHALL NOT BE EXPOSED AT THE CHECKOUTS. R6. PROVIDE DUPLEX RECEPTACLE ABOVE CEILING, CENTERED OVER HANGING SIGN THE ELECTRICAL CHORD DIAGRAM, SHEET 1/E-2 2, FOR FURTHER DETAILS. ARCHITECT OR SIGNATURr SHALL RUN THROUGH PLASTIC CHAIN COVER COORDINATE WITH SIGN INSTALLER. INSTALL DUPLEX ENCLOSER FOR SCANNER rNC.INEEfR 4 SEAL E30X 9. ALL CONDUITS SERVING COOLER BOXES SHALL BE ROUTED ON THE INSIDE SURFACE OF BOX, CONDUIT RECEPTACLE FLUSH IN CEILING IF REQUIRED BY LOCAL AUTHORITIES HAVING JURISDICTION R23. PROVIDE DUPLEX RECEPTACLES FOR FAST LANE MERCHANDISE (FILM). PROVIDE POWER POLE FROM BI 3. NOT USED. PENETRATIONS THRU COOLER BOXES SHALL BE KEPT TO A MINIMUM. SEAL ALL PENETRATIONS USING CEILING TO BASE OF UNIT RE-11/E-2.1. SILICONE CAULK OR AN EXPANDING FOAM. RE. MAKE CONNECTION TO AUTOMATIC DOOR (DEDICATED CIRCUIT). WIRING/CONDUFF SHALL BE COMPLETELY 10, OUTDOOR ENCLOSURES SHALL BE NEVA RATED FOR THE LOCATION. CONCEALED R24 PRICE CHECKER, DUPLEX MOUNTED AT 6'-0" AFT ON COLUMN IRS WHEN GONDOLA RUN CONCEALS BOTTOM OF COLUMN(S), RUN LINE IN CONDUIT AND WIRE MOLD TO BASE R25 PROVIDE FLUSH MOUNTED DUPLEX RECEPTACLE IN CEILING FOR TRANSOM SIGN 11 PROVIDE CONDUIT FOR ALL WIRING, INCLUDING BUT NOT LIMITED TO CONTROL, FIRE ALARM, POWER AND OF COLUMN WITH 4' WHIP TO INSTALL A DUPLEX RECEPTACLE IN GONDOLA KICKPLATE AT COLUMN COMMUNICATIONS WIRING. COORDINATE INSTALLATION AND ROUTING REQUIREMENTS WITH APPROPRIATE LOCATIONS. R26 PROVIDE FLUSH MOUNTED DUPLEX RECEPTACLE IN CEILING FOR SECURITY TV MONITOR, VERIFY IF INSTALLER(S). R9. THERMOSTAT-MOUNTED BY OTHERS WIRED BY ELECTRICAL CONTRACTOR TO CONDENSING UNIT ON REQUIRED, COORDINATE LOCATION WITH SECURITY VENDOR. 12� UNDERFLOOR OR IN SLAB CONDUIT SHALL BE METAL WITH CONCRETE-TIGHT COMPRESSION FITTINGS ROOFTOP PER COOLER MANUFACTURER'S WIRING DIAGRAM R27. PROVIDE POWER POLE MODEL 250-4 AS MANUF BY WIREMOLD W/ ALL COMPONENTS FOR A COMPLETE WHERE PENETRATING FLOOR SLAB AND SHALL STUB UP VERTICALLY 90 DEGREES. R10. LIQUID LINE SOLENOID-MOUNTED BY OTHERS WIRED 13Y ELECTRICAL CONTRACTOR TO CONDENSING UNIT AND STATIONARY INSTALLATION. POWER POLES TO BE FLUSH MOUNTED TO TOP OF GONDOLA RE: KEY NOTES ( 0 (D ETC.) MISCELLANEOUS 13. PROVIDE SINGLE GANG PLASTER FLANGES FOR ALL TELEPHONE AND DATA OUTLET LOCATIONS AT ON ROOFTOP PER COOLER MANUFACTURER'S WIRING DIAGRAM ll/E-2.1. PROVIDE JUNCTON BOX 6" ABOVE CEILING FOR POWER POLE CONNECTION 0 SPECIFIED HEIGHT. R11. PROVIDE DUPLEX RECEPTACLE AT 84" ARE (MOUNTED SIDEWAYS) FOR LIGHTED FIXTURE HEADERS. R28. PROVIDE JUNCTION BOX FOR COOLER DOOR HEATER. MI. WEATHERPROOF DUPLEX GFCI RECEPTACLE PROVIDED WITH ROOF TOP HVAC UNIT. 14. PY, T�&UMEELNT N_LfRENCHNG. PROVIDE TRENCH AND APPROPRIATE ELECTRICAL POWER FROM SIGN R29 PROVIDE 1" EMT CONDUIT WITH PULL WIRE IN WALL FROM 84" AFF TO 12" ABOVE SUSPENDED CEILING. M2 SIGN CIRCUITS WILL BE 120V, 20 AMP PROVIDE CONDUIT, JUNCTION BOXES AND SIGNATURE SEAL DATE To ECAGI CA PANEL, COORDINATE THIS WITH CIVIL LIGHTING PLAN AND TENANT SIGN SHOP R12. EVAPORATOR COILS MOUNTED BY OTHERS WIRED TO THE COOLER CONTROL PANEL BY THE ELECTRICAL LOCATION DETERMINED BY FINAL MERCHANDISE PLAN. CALL BUTTON IS TO BE CENTERED ON FRAGRANCE WIRING FROM DISTRIBUTION PANEL TO BEHIND CANOPY FASCIA FOR BUILDING SIGNS DRAWINGS. CONTRACTOR PER MANUFACTURER'S WIRING DIAGRAMS. RE, 5/E2.1 CASE CHANNEL LETTERS AND SEAL TIGHT FLEXIBLE WHIPS FROM LETTERS TO BE SUPPLIED R13. SEAL AND INSULATE CONDUIT IN COOLER FOR ENTRANCE LIGHTS AND INSTALLED BY SIGN CONTRACTOR. ALL JUNCTION BOXES, CONDUIT, WIRING AND I" CONDUIT FINAL CONNECTIONS BETWEEN LETTERS BY THE SIGN CONTRACTOR, COORDINATE WITH CONSULTANT. DUPLEX R14. PROVIDE 1-1" C ABOVE CEILING WITH PULL WIRE FROM PITCH POCKET TO WALL OF MANAGER'S OFFICE KEY NOTES ( & ETC.) RECEIVING AREA SIGN CONTRACTOR. RE: SHEET A-4.1. PROVIDE LOCKABLE DISCONNECT AT PANEL 66" AFF JUNCTION BOX FOR MUZAK SYSTEM. PER N.E.C. ART. 600 FOR EACH CIRCUIT. I" CONDUIT R15 PROVIDE 3 - 1" C WITH PULLAIRES. STUB UP UNDER CABINET AND AT 12" ABOVE SUSPENDED CEILING. M3 PROVIDE DEDICATED DUPLEX RECEPTACLE FOR WATER COOLER AT LOCATION AS PER Bl. NOT USED. MANUFACTURER'S AND PLUMBING CONTRACTOR'S REQUIREMENTS. PROVIDE 2 LOW VOLTAGE CONDUITS AND 1 POWER CONDUIT WITH TAGGED AND LABELED PULL WIRE B2. NOT USED. M4. PROVIDE RECESSED WEATHERPROOF J-BOX AT 48" A.F.F. FOR EXTERIOR TELEPHONE IN JUNCTION BOX PROF 31 RS, e. 54" AFF R16 PROVIDE 1/2" FLEXIBLE METAL CONDUIT WITH PULLWIRE IN WALL FROM 6" ABOVE CEILING TO FLOOR ON -- DE OF THE DOOR, CONDUIT SHOULD EXIT AT BASE OF WALL ON RETAIL SIDE CLOSEST TO PEDESTALS SERVICE. INSTALL CONDUIT FROM J-BOX THROUGH WALL EXTENDING 6" ABOVE CEILING. z CA E B3 NOT USED. MIS PROVIDE DUPLEX RECEPTACLE FOR BIRD-6-GONE UNIT. MOUNT UNIT WITHIN CANOPY ch,,.S. LEAVE A 12' COIL OF CONDUIT IN ONE RUN NEAREST TO THE RECEPTACLE (R17) SENSORMATIC 0191, OUTLET DETAIL E NLE ELECTRICAL CONTRACTOR TO MAKE ALL CONNECTIONS (11OV AND 12V) TO PEDESTALS. 34. INSTALL EDWARDS #1786B 24 VOLT PUSH BUTTON AT 48" AFG, AT RECEIVING DOOR ATTIC SPACE. EXTEND CONDUCTORS FROM UNIT TO WEATHERPROOF J-BOX LOCATION WPEN06-71 21'-2"+- ABOVE FINISHED FLOOR VERIFY THAT J-BOX WILL BE MOUNTED ABOVE FIIIIIIIIIIIIIIIIII� GP�l TFL �IW B5 TRELLIS MEMBER. CONNECT CONDUCTORS TO SHOCK TRACK PER MANUFACTURER'S "Mi SYMBOL LEGEND ALL CONDLIFF/WIRING IN RECEIVING AREA TO BE INSTALLED CLOSE TO ROOF DECK, RECOMMENDATIONS. REP ARCHITECTURAL. MOUNTING HEIGHT IS FROM FINISHED FLOOR TO CENTERLINE OF DEVICE OR RECEPTACLE. HEIGHT MAY VARY TO COINCIDE WITH BUILDING CONSTRUCTION. CONSULTANT: MOUNTING SYMBOL DESCRIPTION HEIGHT BIRD B GONE UNIT 6 (1 7 =0 DUPLEX RECEPTACLE 18" AFF j A4 A5 A M2 R6 R7 _1 =0 QUAD RECEPTACLE 18" AFF f2) 3-5 A- 4 96 9 3- �OA A-23 8-45 =0 DUPLEX RECEPTACLE WITH ISOLATED GROUND 18" ARE A-2 A-25 A-19= B-43 19 1 A-19 A-119-.- 2 GROUND FAULT CURRENT INTERRUPTER TYPE RECEPTACLE 9-4 =0 3� R4 R6 R7 -0 SPECIAL RECEPTACLE AS NOTED 3 R T'I B-9 A-3 11 B B-45 FO-1 IFLOOR MOUNTED DUPLEX RECEPTACLE B-90I AFF W OMENS A-18,20.22 JABOVE CEILING DUPLEX RECEPTACLE 0 _8 A-3 2 -.8 O'AFF RS POLE MOUNTED FIXTURE A 19 1 84 A T� A 25� 1 13 JUNCTION BOX W/COVERPLATE - CEILING MOUNTED c v S / R6 BOX W/COVERPLATE - WALL MOUNTED JUNCTION r m a 39 "R4 _1 R6 PANELBOARD 120/208V lxTl NEW FORE A-2 B 5c 2 DISCONNECT SWTCH - HORSEPOWER RATED X 2� R6 FORE NUMBER: 3105 1RE IlL ARE N RB PUSHBUTTON 5' AFT A- RI B-4 I ------- 2 2 FLUSH MOUNTED SINGLE GANG REDUCING RINGS PROVIDE 1 1" CONDUIT (WITH PULIUNRE) IN 54" AFT -7 9810 MAIN Rr-). z I Y- llc352 4 A WALL TO BOTTOM OF JOIST. RE: 2/E-1.2 66" AFF 1<1 t B MATTITUCK, N DP-38,40 FLUSH MOUNTED SINGLE GANG REDUCING RING, PROVIDE I - 1" CONDUIT (WITH PULLWRE) IN WALL 60" AFF 3 -4 B ITO 6" ABOVE CEILING 06 A 1� 32 MD DOOR BUZZER R�V15ION5: B- I > RECEIVING 17" 5011 NoTiuk CONDUIT CONCEALED IN WALL OR ABOVE CEILING. 155UED �OR D.O.B. 01/13/04 NOTE: i6"AFF A GREEN INSULATED EQUIPMENT GROUND SIZED PER N.E.C. IS NOT SHOWN BUT IS TO BE A 1-1 U) HOD L- 27M PROVIDED IN ALL RACEWAYS. J* ULmu �MDP-25 2" ALL 3-4 WE WH- 1.1 - 0 CONDUIT CONCEALED IN SLAB-IN GROUND OR UNDER FLOOR AIIAI�A 1 736 CONDUIT EXPOSED z 7 I P�E &1 -1 �o Rl AFF ABOVE FINISHED FLOOR PANEL C -1 0 [DRAWING BY; MMA ABOVE FINISHED GRADE PANEL AHFJC B � B-4t .3 JANAGER B-36 R9 C)ATE: 06/18/04 LF.P. ABOVE FINISHED PLATFORM 4 T 44 El 2 p C5A JOB NUMEERi 03-641 m FIRE ALARM CONTROL PANEL i -D \\ I A� PANEL Al R2 MDP-27 TITLE: 84"ALTR3 (R3)B-25.'2 wp DUCT MOUNTED SMOKE DETECTOR H - ----- WI-2 ELFICTRICAL Ry �EATIHG R4 4"AFF I IFF 48" ARE UON PANEL M�p AR, POWER PLAN IS IS P ST. LIGHT SWITCH I ILL -2 23 IdEE SIP S.P.S.T. LIGHT SWITCH WITH PILOT LIGHT 48" ARE JON R3 NEW SHEET NUI SST 60 MINUTE TIMER SWITCH (MARKTIME #90008) 48" ARE JON L041DING S2 0 P.S.T. SWITCH 48" ARE BOB 1 . 2- OCCUPANCY SENSOR (NOVITAS #01-211) 48" ARE UCN 0 MARLENE LANE COMMENTS: SURFACE OCCUPANCY SENSOR (NOVITAS #01-087) MOUNTED C) THERMOSTAT SCALE LIQUID LINE SOLENOID E-1.2 ELECTRICAL POWER PLAN 3/32"-1--0" 02 GENERAL NOTES KEY NOTES ETC ) PHARMACY AREA OUTLETS IN THIS PLAN COME RED - SPARE CIRCUIT UNIWEB, INC. INSTALLED IN FIXTURES AND ARE SHOWN FOR COORDINATION CAPPED WITH WIRFNUT 222 S. Promenade Ave PURPOSES ONLY. CONTRACTORS 1. INSTALL ALL TELEPHONE OUTLETS AT 4'-6" A.F.F., UNLESS OTHERWISE NOTED P1. PROVIDE JUNCTION BOX MOUNTED ABOVE CEILING WITH COOPER #MWS-FA FEEDER ADAPTER FOR Corona, CA 92879 SHOULD NOT INCLUDE IN BID. 2. PHARMACY FIXTURES COME WIRED PER THIS DIAGRAM. CONNECTION TO CENTER ISLAND POWER POLE. BLACK - HOT PH: (909) 279-7999 P2. PROVIDE JUNCTION BOX MOUNTED AT 9" AFF WITH COOPER #MWS-FA FEEDER ADAPTER, FOR J FAX. (909) 279-8986 MA 3. ALL FUTURE USE JUNCTION BOXES TO HAVE BLANK COVERPLATES. CONNECTION TO VENDOR PROVIDED CABINETS PHARMACY WHITE - NEUTRAL FIXTURE FEEDER "In accordance will, "a CONTRACTOR RESPONSIBLE FOR 4. ROUTE ELECTRICAL WIRE AND FLEXIBLE CONDUITS THROUGH PRE-FABRICATED P3 BEVERAGE COOLER OUTLET. PROVIDE DUPLEX OUTLET MOUNTED 18" AFF. plicable section of the "PLUGGING" ALL FIXTURE WIRE CUT-OUTS AT THE PHARMACY CHECKOUTS AND END PANELS. 00 NOT ADAPTER all SECTIONS TOGETHER DRILL THROUGH PANELS FOR ANY REASON. P4. PROVIDE JUNCTION BOX MOD NATIONAL ELECTRIC CONNECTION TO PILL COUNTER POWER POLE. DIAGRAM FOR OF�Ikcr CrNTER 66 CODE, 1999 EDITION. 32�7 FROUTE && GENERAL NOTE 2 BARE COPPER - BONDED TO BOX NEPTUNIE, N.J. 01155 NTED ABOVE CEILING WITH COOPER #MWS-FA FEEDER ADAPTER FOR GREEN - ISOLATED TO RECEPTACLE to lowing codes- AL P5. PROVIDE JUNCTION BOX ABOVE CEILING FOR CONNECTION TO ROLL-UP DOOR COORDINATE WITH TIEL (132) si EQUIPMENT AND WIRE CONTROLS COMPLETE. See manufacturer's PAX. (132) eI0-23!5,I installation instructions NJ LIC 013519 for components JOHN MC)NTALT0,AA,RA NY.LIG 0201 P6 ROLL-UP DOOR CONTROLS MOUNTED AT 48"AFF. ORE COMPLETE SCALE comprising the kit and SYMBOL LEGEND (THIS SHEET ONLY) P7 DUPLEX RECEPTACLE AND JUNCTION BOX WALL MOUNTED 84" AFF WITH 3/4" C TO 6" ABOVE CEILING M501;1 DIAGRAM FOR PHARMACY FIXTURE INONF assembly details " I MOUNTING HEIGHT IS FROM FINISHED FLOOR TO CENTERLINE OF DEVOE OR OUTLET, HEIGHT MAY VARY TO FOR FUTURE CATV OUTLET. Prefabricated Modular Room For Indoor Use ARCPITECT OR BIGNATURE COINCIDE NTH BUILDING CONSTRUCTION. P8 PROVIDE DOUBLE DUPLEX REDUCING RING AT 28" AFF. only, ENGINEER 4 5EAL BOX SYMBOL DESCRIPTION MOUNTING Factory Provided Wiring- HEIGHT Pg� PROVIDE JUNCTION BOX ABOVE CLOSET CEILING FOR FUTURE HOT WATER HEATER, (WATER HEATER WILL prefabricated Manufactured Wiring 0 CABLE STUB AT CHECKOUT BE INSTALLED IN CLOSET) WIRED BY ELECTRICAL IN SEPARATE System. -0 DUPLEX RECEPTACLE OUTLET 18" A.F.F. P10. PROVIDE 1-1" CONDUIT WITH PULLWIRE AT 1" AFF. CONTRACTOR CONDUIT GREEN Features Subject To =0 QUAD RECEPTACLE OUTLET 18" A.F.F. Ell PROVIDE 3" ELECTRICAL CONDUIT MOUNTED 12" ARE WITH PULL STRING TO ABOVE PHARMACY CEILING WHITE Inspection By Local AC Inspection Authority: 41 DUPLEX RECEPTACLE NTH ISOLATED GROUND 18" A.F.F. P12 PROVIDE DUPLEX AT 18" AFF FOR BLOOD PRESSURE MACHINE AND FUTURE CUSTOMER ACCESS A. Installation of :0 GROUND FAULT CURRENT INTERRUPTER TYPE RECEPTACLE COMPUTER & electrical wiring I I system, including all P13 PROVIDE 2-1" CONDUITS WITH PULLWIRE AT 1" AFF. electrical devices -0 SPECIAL RECEPTACLE OUTLET AS NOTED and components. TELEPHONE OUTLET. FOR USE WITH 816-PBX AUDIO SYTEM, VERIFY 18" A.F.F. P14 ROLL-UP DOOR CONTROLS MOUNTED AT 48" AFF WIRE COMPLETE. PROVIDE TWO SWITCHES, ONE FOR B Connections to LOCATION ON-SITE. EACH ELECTRIC ROLL-UP DOOR FEMALE MODULAR HEAD branch circult(s). PROVIDED BY UNWED 0 C Properly sized branch circult(s) DATA P15. PROVIDE 1/2" EMPTY CONDUITS FOR J5 CONNECTIONS i5 D Number of BIGNIATURE BEAL DATE REFER TO ELECTRICAL NOTES P16 UPS CIRCUITRY TO BE HARD WIRED IN THE FIELD TO ACCEPT UNIWEB CABLING RE: 4/E-1.3 receptacles on branch circuit(s) E, System grounding NOTE: UNLESS OTHERNSE NOTED ALL OUTLETS & J-BOXES TO BE LOCATED 18" A.F.F. RECEPTACLES TO BE P17, NOT USED F. Ground-Fault Circuit CONSULTANT: "LEVITON- #5262-SG1 (IVORY) REVIEW ELECTRICAL NOTES TO VERIFY CONDITIONS PER ELECTRICAL LEGEND Interrupter and F-13 overload device P18, NOT USED CALE P19. NOT USED. WIRING DETAIL ISONE protection PROFFS RS,P. Samuels NY PE H062417 C 1 17 L FM��YW W14 P6C ------- F_ --I F_ I CONSULTANT: D C D it 2 Z R D C V S / x� C-12 PILI PROVIDE WHIPS TO C a r m a c PHARMAL)' TOP OF PANEL LIGHTI 4G uABINET VENDOR J 31-8 P4 CIRCUIT D NEUJ FORE 5TORE NUM5ER: 3105 3 J _T S810 MAIN Rr). POWER/ B-20 MATTITUC<, NY InI52 POLE P5 REV151ON5: Pi -1 15 E) 166UED FOR [).0.5. 01/13/04 16 Pi D F_ -1 L -1 L -1 1 J5 L1>1 C REIF D E I C)RALUING BY: MMA —d F_ -1 D L -1 IL DATE: 06/IB/04 I I REIF D /-I-I D C J D IT' <1 F_ -1 D C5A J05 NUMBER: 03-641 F F_ _T J TITLE: L -1 R, SEATING PHARMACY 10 R � SLATING POWER PLANS C-13 -5,11 LEGEND VERIFY LOCATION AND L :C Dr- \1 )) MOUNTING OF HONE -12 R BLANK JACKS ON SITF� 514EET NUMBEIRi P2 9 V DATA/COMMUNI CATION (LOGISTICS) P2 P9 �,r I - 4 QUAD POWER BOX - - =4 1 -22- C CLEAN (ISOLATED) E, 0 E - 1 . 3 46" &F.F. C-4 CR CLEAN RED (ISOLATED) D DIRTY (REGULAR) COMMENTS: q CLEAN (ISOLATED) REF REFRIGERATOR DIRTY (REGULAR) PT PASS-THRU BOX E-1.3 ISEA -1. -WIRED FIXTURE OUTLET PLAN SCALE V-0.1 �E 04A PRE 1 /4"- 03 A PHARMACY POWER PLAN 4 =1'-0' GENERAL NOTES GENERAL NOTES 1 OFFICE MANAGER FINISH FLOOR IS 4'-8" ABOVE BUILDING FINISH 1. COORDINATE EXACT LOCATION OF ALL ELECTRICAL CONNECTIONS FLOOR. WITH OTHER TRADES, KEY NOTES (D , 0 , ETC.) SOA AREA KEY NOTES ( (D , @ , ETC.) SOA AREA MA Ll PROVIDE 2-1" CONDUITS WITH PULLWIRE TRENCHED IN CONCRETE ST. PROVIDE (4) SINGLE GANG REDUCING RINGS AT 18" AFP WITH PAD TO EXTERIOR WALL AND AT 12" ABOVE CEILING RE' 1/E-1.2 OFrICE CENTER C,M, PULLWIRE. PROVIDE PATHWAY IN EXTERIOR WALL INSULATION FOR CONDUIT LOCATION 32,25-1 ROUTE &6 NEPTUNE, NJ. 01153 FOR LOW VOLTAGE CABLING. TEL (132) 915-2300 II L2 2-NEMA 5-15R DUPLEX RECEPTACLES (QUAD RECEPTACLE OUTLET 1�,ltj,12�,1�, J'-B'j,12),12'1.12",,12",12" 1 PAX� (132) BBIB-255I S2. PROVIDE (1) DUPLEX RECEPTACLE ABOVE CEILING. TIE INTO WITH ISOLATED GROUND FLUSH MOUNTED 24" AFF TO BOTTOM OF L6 D113 JOHN MONTALTO,AIA,RA NY LIG 020532 CONVENIENCE RECEPTACLE CIRCUIT. IACP� BOX ID FF-:]] 7 S3 PROVIDE (1) QUAD RECEPTACLE AT 18" AFP FOR CCTV. L3. PROVIDE 20BV, 20 AMP, 2 POLE, 3 WIRE GROUNDING, NEVA �CSUNG L6-20R TWIST LOCK RECEPTACLE FOR FILM PROCESSOR, MOUNT B -3" FROM PHOTO LAB ARCHITECT OR SIGNATURE AT 24" ALL TO BOTTOM OF BOX. LOCATE 8' Sk PROVIDE ISOLATED GROUND RECEPTACLE (1) QUAD FOR POS PROVIDE 2 #10 , I #IOG, 1/2 C TO D L 9 DEBT CPDP ENGINEER 4 SEAL BOX AS SHOWN ON POS/MAINFRAME. ELEVATION DETAILS, SIDE OF FINISHED BOA WALL 4/E-2.1. S6 PANEL "D" AS INDICATED "S MANAG L4 PROVIDE JUNCTION BOX FOR WATER HEATER FLUSH MOUNTED 24" 11 S5 PROVIDE (1) JUNCTION BOX WTH PULLVARE TO 6" ABOVE OFFICE Q__ PIL1010LAB BAR CEILING FOR FUTURE USE, D_ AFF TO BOTTOM OF BOX IN BASE CABINET, COORDINATE WITH COPPER DIVISION 15. 7 L7 GM BANI MAR A. S6. PROVIDE CONDUIT AND PULLWIRE FROM 6" ABOVE 9- @—Dr-5 21,23 L3 g 4 L5. PROVIDE TWO (2) NEVA 5-15R (QUAD) DUPLEX RECEPTACLE FLUSH R___ SUSPENDED CEILING TO JUNCTION BOX LOCATED AT 5'-0" h COORDINATE EXACT EU� ------- CXTV WRV CmV PCs RJT M M INT MUnKCONVCONV. M CGNVLAPTBP ALF FOR ALARM KEYPAD. MOUNTED 24" AFF FOR SILVER SPONGE. a F2 MQPDM 5�A F- UER D_ 5 XTV NV C.1 1. MT. M IIT 0 1 -4 NI S7. PROVIDE DRILL HOLE THRU COUNTER AT TELEPHONE JACK LOCATION AND MOUNTING HEIGHT WITH MILLWORK CONTRACTOR. D-14 D-��'lq CUSTOMER I _8 ITS �l SIDE �_17"'ARCHECKOUT SIDE 111.1 1XINEITI AFF TO BOTTOM OF BOX FOR PICTURE MAKER. COORDINATE EXACT AR. COMM NICAPONS WRING PROMDED NSTA I m BY THIMS LOCATIONS, RE SHEET F-1. PROVIDE RENA 5-15R DUPLEX RECEPTACLE FLUSH MOUNTED 24" GOES INSTA S8. PROVIDE JUNCTION BOX WTH PLASTER RING FOR INTERCOM CO TRACTOR SHALL SUPERWRIF INS RECEPTACLE. COORDINATE EXACT LOCATION WITH ARCHITECT. LOCATION AND HEIGHT WITH MILLWORK CONTRACTOR. 2 - N 0 By `VS PROVIDE I - 1" C (WITH PULLWIRE) FROM JUNCTION BOX TO C-11 L7. PROVIDE TWO (2) NEVA 5-15R (QUAD) DUPLEX RECEPTACLES 6" ABOVE CEILING. S8 D-4 FLUSH MOUNTED 24" AFF TO BOTTOM OF BOX. -3 -8 ILE. PROVIDE 208V, SID AMP, 2 POLL, 3 WIRE GROUNDING, NEMA SIGNATURE SEAL DATE S9. PROVIDE (1) QUAD RECEPTACLE AT 18" AFP FOR MUZAK c L6-30R TWIST LOCK RECEPTACLE FOR FILM PROCESSOR. MOUNT SYSTEM. S9 D- si D-4 AT 24" AFT TO BOTTOM OF BOX LOCATE ll'-2" FROM PHOTO CONSULTANT. S10 ALL RECEPTACLES TO BE INSTALLED AT 18" ABOVE FINISHED LAB SIDE OF FINISHED SOA WALL PROVIDE 2 #10 , 1 #10G, 1/2 C PLATFORM UNLESS NOTED OTHERWISE. TO PANEL "D" AS INDICATED L9. PROVIDE I QUAD BOX REDUCING RING AT 20" AFF, 9'-6" FROM PHOTO LAB SIDE OF FINISHED SOA WALL, WITH 1-1" CONDUIT WITH PULLWIRE NEVV PROFESSIO MR ISCA SCA�E SCALE KE- SCALE MR -21 24 -4" COUNTER TOP DETAIL 211 POS/MAINFRAME ELEVATION 1/81�E PHOTOLAB POWER PLAN -1'-71FO33 NONE NONE LE2 1 OF =1 1 02 A 1/8 1 �" F FICE MANAGER POWER PLAN Clivo"I NY FEE VOI KEY NOTES (D , Q , ETC ) ELECTRICAL ROOM PLAN ETJ LTJ GENERAL NOTES KEY NOTES @ ETC.) TYPICAL SYSTEM SCHEMATIC OC�o� RAN �4 Zl. MAKE CONNECTION TO E.M.S. RECEPTACLE. -14 1 ALL WORK AND MATERIALS SHALL CONFORM TO THE NATIONAL, ALL A. 816 PBX INTERFACE - E.0 TO PROVIDE (1) DUPLEX OUTLET ON (1) 1)'P STATE, AND LOCAL ELECTRICAL CODES WHICH MAY BE APPLICABLE 120 VAC, 60 Hz, 10, (3W), 20 AMP DEDICATED BRANCH CIRCUIT. Z2. PROVIDE DEDICATED ISOLATED DUPLEX RECEPTACLE AND C_ M ELECTRICAL CONTRACTOR TO BE RESPONSIBLE FOR ANY CHANGES CONSULTANT: TELEPHONE JACK AT TELEPHONE DACKBOARD FOR ALARM NECESSARY TO COMPLY WITH THESE CODES B. EASY AIRE 10 POWER SUPPLY - B.C. TO PROVIDE (1) DUPLEX SYSTEM. OUTLET ON (1) 120 VAC, 60 Tz, 10, (3W), 20 AMP DEDIC -CONDUIT AT CEIUNG PENETRATON 2, ALL CONDUIT, POWER WIRES, JUNCTION BOXES, AND OVERLOAD BRANCH CIRCUIT. PROTECTION DEVICES, ARE TO BE PROVIDED AND INSTALLED BY MTH EXPANDING FOAM Z3 PROVIDE DEDICATED QUADRAPLEX RECEPTACLE AT TELEPHONE SEALLEANT BACKBOARD FOR EXECUTONE TELEPHONE SYSTEM. Boc-lo THE ELECTRICAL CONTRACTOR C EASY-AIRE 10 BLOWER PACKAGE - E.0 TO P E 1 NEMA TYPE CONDUIT PENETRATION SEALED COOLER BOX CEILING 40C-8 F7 EACH CUSTOMER UNIT SHALL BE ON AN INDIVIDUAL CIRCUIT. WITHIN 6'-0" WITH 30 AMP BRANCH IT WTH SILICONE SEALANT Z4 FLUSH MOUNTED JUNCTION BOX AT 60" AFF. PROVIDE (1) 4 FAILURE OF ONE UNIT SHALL NOT EFFECT OTHER UNITS. CONDUIT AND FEEDERS TO NEXT 1" C. (WITH PULLWIRE) IN WALL TO BOTTOM OF JOIST -7-7 EVAPORATOR COIL IFEAN�_]1 4 ALL POWER WIRE SIZES AND CONDUIT SIZES TO BE DETERMINED BY THE ELECTRICAL CONTRACTOR. N _.,CELING MOUNTED MA UAL SWITCH LOW VOLTAGE CONTROL (NEMA 4) EQUAL TO -SQUARE D" 5. NO POWER SHALL BE APPLIED TO THE VAT EQUIPMENT EXCEPT AUDIO CONDROL E EN 9873) CEILING MOUNTED W JUNCTON TYPE K, CLASS 2510 (BY E.C.) IPANEL B I BOX VOTH THREADED HUBS AND COIL FANS (CO KT =AX FOR CONNECION OF EVAPORATOR UNDER DIEBOLD SUPERVISION. CALL SPAT ABLE(BE E U154) GASKIEUED COVERPLATE (BY E C ABBE 6. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE CTRICAL POWER GROUNDING OF ALL ELECTRICAL EQUIPMENT POWER COI B! 7. THE ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT FROM ALL F_ UQUID TIGHT FLEX CON JPANEL A I I,CWN.) KNOCKOUT ON UNIT. RECEPTACLES TO BUILDINGS ELECTRICAL SUPPLY PANEL. 1111UUI MY mmmm -11 PRON, c S / COIL F:E INUG I 'RDVIDE D U P LEA OU TLET ON 1) A M E I A ED RAN 'H C 'OU I T P C D C C ' ' C E TO P ROVI DE (1) D U P HE X I z, 1 0, (3W), SO AM P DEDIC GE - E C To P E 1 N EM A Typ E EACLE AT [A 13 LOWER p ACKAGE Z C H I T A N� BE To XT 71 MOUNTED M'�S W_LTAOE CONTROL L N G W, N (NEMA 4) EQUAL TO U.CCRUNGL (130.7 R .. IN NO YPE K .... .5" I� (S DUE, U T TED BE M U To " NE ABLE , I HREA ' IT GO AND R , TIN OF El A"BMT )114) COVERPLATE UTY C) "N' (DO -L. A DRUID IF ANRE 3PA WERFAX A- B BBNAX tLc B_'_ A 8 FROM AREA OF AUDIO SWITCHER BOX TO UNDERBID CEILING CAHAIRE T - M5 PBX CHASE ( BY G.C. ) TO CONCEAL AUDIO AND CONTROL C ES 3 PAR W R,24 A L NOTE. DO NOT LOCATE W JO DIRECTLY IN MONT OF DISCHARGE FAN. OFFSET JO TO SIDE 1PANEL M�P AW I (jE 9. ALL EQUIPMENT/DEV[CES MARKED WITH AN RISK ARE TO TBRU W� BIB pox NMI, BE LOCATED IN THE OPERATORS KNEE CE AREA ByXI,)- ' T"m 11 L E E 1AXY BIG 1. ITAPPAPPIT "WER su"Ll NABI) A_ EAl NEUJ FORE LE A -7 LU U.-AXEK1 N, jrLo '_�JD .-OBLY FORE NMER: 3105 c3010 MAIN RD. CA E I-E-2,11 ICA E CALE MATTITUrX, NY ln52 0 ELECTRICAL ROOM PLAN J/ = PICAL SYSTEM SCHEMATIC (NOT USED) ISONE QLA EVAPORATOR ELECTRICAL DETAIL SN NLE 8� V-0" I - I REvI6ION5: ENTRANCE 24'-4' 4 PHOTO LAB 155LI �OR D.O.E. 01/13/04 4'-0' 4'-0' 4'-0' A-o* A-0, 4 POWER POLE — AS SCHED YRN 10 L.'j, I r7�I 4113G] L M-3 :1 L JLE] L J L L J" PAC�L CAP CAR WC-L GPXA� j� NDOLA S2 L-J.-CHING ELEVATION ENTRANCE PHOTO LAB E)RAUJING BY: MMA LIGHTS 24'-e [)ATE: 06/15/04 YET` RUN CONDUIT 6 IMF— THRU CENTER CS4 JOB NUMBER: 03-641 P-P PB_ OF GONDOLA TITLE: L J121 CAR Go r S2 ELECTRCAL DETAILS I PLAN VIEW SHEET NUMBER; EF-1 0 NOTE PRO - DUPLEX POD ISOLATED CROUND CUUT -INSTALL MUM AT RXTJRE BACK PANE 30" A PC I GENERAL CONTRACTOR IS TO INSTALL TIE CASH DROP BOXES IN EXHAUST FAN DO - DUPLEX CONVENIENCE OUTLET 31 POS OJT�WRE) TO SEPARATE ISOLATED GROUND PANE LOCATIONS AS SHOWN P _ COMPUTER FACE PLATE BOX @ HOLD WRING BETWEEN TIMM UPRIGHTS AS ON LOCAM UNDERCOUNTER CASH MANGE DRAWER AS DIMENSIONED F - 2 I CD DETAIL 3/E-2 1 GENERAL CONTRACTOR TO DRILL 2-1/2' DIAMETER HOLE IN MO _ MONEY ORDER M WRING RUN IN SHELVING UPRIGHTS 70 RECEIVE CHECKOUT TOP As DIMENTONED PROVIDE BI GROMMET TO FIT MICK OUUT 1/2'GREENFIELD OR FIX SLEEVE COMMENTS: SPACING BROKER LINES INDICATE IY X 13'AREA ON THE UNDERSIDE ..T 'T I I, OF CHECKOUT TOP PAT IS TO REMAIN CLEAR OF MY AND OUTLET UNDER ALL OBSTRUCTONS SPACE IS FOR US RAPID PAD 11 TO BE INSTALLED AT A I-ATER DAM BY OTHERS BASE SHELF E- .1 SCALE SCALE SCALE rE-2 Al POWER POLE - GONDOLA SCALE DRIVE THRU CONDUIT LAYOUT (NOT USED) EXHAUST FAN SWITCHING DIETAILl L--2211 24'-4" CHECKOUT ELECTRICAL DETAIL INONE Lil-A INONE 1 8 NONE Q1 O-A TENANT ELECTRICAL AVAILABLE SHORT CIRCUIT GENERAL NOTES (ELECTRICAL RISER DIAGRAM) RESPONSIBILITIES CURRENT (TYPICAL) I INSTALL AND LOAD ALL REGISTERS. I INTEGRATED EQUIPMENT RATINGS SHOWN ARE MINIMUMS. PROVIDE MANUFACTURER'S EQUAL OR 2. INSTALL AND CHECK SOA EQUIPMENT. HIGHER STANDARD RATINGS NEXT 3. MOUNT SPENCER POS LOOP PANEL IN SOA 9 4. IDENTIFY AND TERMINATE ALL POS WIRE 15 2 PROVIDE OVERCURRENT DEVICES IN ALL 208YZ120V, 3PH, 4W PANELBOARDS WITH UL LISTE 5. INSTALL AND TEST TIME CLOCK I I I I - I]- D SERIES RATING IN COMBINATION WITH MAIN DISCONNECT CIRCUIT BREAKERS IN MAIN PANELBOARD "NOP" 6 CONNECT AND TERMINATE MODEM AND/OR VSAT LINES 14 3 71.,,-26820 25135 1-18343 r 841 PROVIDE SERIES RATED EQUIPMENT CAPABLE OF MEETING THE AVAILA13LE FAULT CURRENTS TO T. SITE, MA 7. BUILD SOA COMPUTER CABINET rE;o 0 H COORDINATE WITH THE POWER COMPANY, HE 8 DRILL HOLES IN SOA COUNTER AS NEEDED 7 9. TIE UP ALL LOOSE WIRES 10. INSTALL AND TEST PHARMACY COMPUTER EQUIPMENT. 3, PROVIDE SERIES RATED LABELING AS REQUIRED BY THE NATIONAL ELECTRICAL CODE 11. CUT HOLE IN LASER PRINTER CABINET. 12 TEST AND CONNECT COMMUNICATIONS LINES TO MODEMS, OFFICE CENTER 6& 13. TERMINATE AND/ OR CONNECT SATELUTE LINES, PANEL 'A' PANEL G' KEY NOTES ETC.) (ELECTRICAL RISER DIAGRAM) 32S51 ROUTE S,& 14. MOUNT ALL TYPE 1 FACE PLATES AND LOOP ATTACHMENT WrIll NJ. OJIS3 PANEL MDl TIEL. (132) S18-2300 BOXES UNDER THE PHARMACY AND FRONT CHECKOUTS. (D [ANEA FAX. (132) �10-2351 15 INSTALL ALL PHONE BRACKETS, NJ.LIC. 013515 L JOHN MONTALTO,AIA,RA N.Y.LI(E. 020532 2ND S CIT 1 20BV/120V POWER COMPANY POLE OR PAD MOUNTED TRANSFORMER, COORDINATE SERVICE E ON REQUIREMENTS WITH LOCAL POWER COMPANY PRIOR TO ANY WORK. CA IIJ 2. POWER COMPANY METER. COORDINATE METERING REQUIREMENTS WITH LOCAL POWER COMPANY PRIOR To PANEL SIZE LEGEND ANY WORK. REFER TO E-1 2 FOR LOCATION OF METER, DISCONNECT AND CT ENCLOSURE. ARrHITECT OF BIr.NATURE PANEL "MDP' 89-1/4"H X 31"W 11-i/2'D T 3. PROVIDE 1-1"C WITH PULLWIRE ENCINEER 4 SEAL 5OX PANEL T 49-1/2"H X 20"W 5-3/4"D UPPER LEVEL 4. PROVIDE 2 SETS 4# 500 KCMIL - 4"C REFER TO CIVIL SITE PLAN FOR 34523 5. PROVIDE 1#2/OG - I" C. TO 3/4" DIAMETER x 10'-C" LONG GROUND ROD, UNDERGROUND METAL PANEL 'B' 43-1/2�1­1 X 20"W 5-3/4'D EXACT LOCATION OF POLE OR WATER PIPE, AND BUILDING STEEL. GROUNDING WITHIN 5' OF POE OF 13UILDING PAD MOUNTED TRANSFORMER. 6. PROVIDE 48" W x 96" IT x 3/4" 1) PLYWOOD BACKBOARD. ATTACH BACKBOARD TO WALL FOR SUPPORT PANEL "B" 31-1/2"H X 20'W 5-3/4"D OF "EXECUTONE" TELEPHONE AND ALARM SYSTEMS INCLUDING QUADRAPLEX RECEPTACLES. (2ND SECTION) PANEL "C" 37-1/2-H X 2(Y'W 5-3/4"D 7 PROVIDE 1#6G 3/4"C, TO BUILDING GROUND. PROVIDE 10' SLACK CABLE AT BACKBOARD 8. PROVIDE 4#4/0 1#4G, 2-1/2"C PANEL D" 37-1/2"H X 20"W 5-3/4"D GROUND LEVEL 9 PROVIDE 4#1 & 1#6G & 1#6 IG, 2"C� 0 L10 PROVIDE 2 SETS 4# 500 KCMIL & 1/013 & 1#1/0 IG, 4"C� ELECTRIC LOAD SUMMARY ENERGY MANAGEMENT SYSTEM RELAY CABINET INSTALLED BY ELECTRICAL CONTRACTOR, BRANCH WIRING 9-1-G-NATURE &r-4LE)ATE TOTAL CONNECTED LOAD: 656 AMPS NOTE: THROUGH RELAYS BY ELECTRICAL CONTRACTOR. PROVIDE SWITCH AT EMS PANEL TO CONTROL (OVERRIDE TOTAL N.E.C. LOAD: 573 AMPS SHORT CIRCUIT CALCULATIONS ARE BASED ON 15D OVA POWER COMPANY TRANSFORMER 120/2013�, 30, 1,07%Z, ISC(A)= 42000 COORDINATE TRANSFORMER SIZE WTH POWER COMPANY PRIOR TO PURCHASE OF SWITCHGEAR. IF TRANSFORMER OTHER THAN 150 KVA AND 1.072VZ IS UTILIZED, EMS) LIGHTING AND WATER HEATER CIRCUITS. CONSULTANT, MAIN SERVICE SWITCH 800 SIZE FAULT CURRENT RATING OF MAIN BREAKER, DISTRIBUTION PANELBOARD AND BRANCH PANELBOARDS BASED ON TRANSFORMER'S REVISED FAULT CURRENT RATING. 12, PROVIDE 8OOA/3P BREAKER, 42 KAIC, SUITABLE FOR USE AS SERVICE ENTRANCE, NEVA 4. AMP MAIN SERVICE CONDUCTORS 2 SETS 4 # 3DO KCMIL E-2.2 ELECTRICAL RI 13 2 - 4" SCHEDULE 80 PVC TELEPHONE CONDUITS, REFER TO CIVIL UTILITY PLAN FOR FURTHER DETAILS. Eiv MAIN SERVICE CONDUITS 3 - 4" CONDUITS H011 I SER DIAGRAM SCALE AA4 k NONE 14. MAKE CONNECTION OF LOW VOLTAGE ALARM WIRING WITH ENERGY MANAGEMENT RELAY CABINET. VERIFY IN PANEL MDP SCHEDULE FIELD WITH CVS PROJECT MANAGER, CTION PANEL - CONT17 12 BE NUE NUMBERIN WO ECTION 2 PROl P.C. PANEL B SCHEDULE ...MINTS 225A MILD 15. 1/2" C TO FIRE ALARM CONTROL PANEL, PANEL LOCATI NUMBER OF POLES ED PANEL LOCATION EIScb­IcGI Room 205/120 1�VOLTIS. 3�RHASE, 4 WIR�El SODA BUS SIZE PANEL SHORT CIRCUIT RAl:q42KAC ZU6/120 NUMBER OF POLES: 60 06 4 WIRE 0 LOAD CIR FOR DATA HASE PHASE PHASE I VOLTS. 3 PHASE, 225A BUS SIZE PANEL SHORT CIRCUIT RATINGAifloic CHN.R.I. NYPEAND62417 P OLE TRIP L'a S P 9 C FOR DATA CIR LOAD C 8 C.B. C 9 C .8 LOAD CIR FOR DATA PHASE PHASE PHASE FDR.DATA T_ I OAD DE CRIPTION NO A NO DESCRIPTION LOAD TRIP POLE PDOLE W!, ECAS DESCRIPTION I.R APTI, C 8 C.8 GENERAL NOTES (PANEL SCHEDULES) NO AMPS VA N�, WIRE GIND GOING NAI WIRE I DEG I GONG VA AMPS NO NO I NO A B C D E I ILOR IN LOAD TR P 1C.'LE RIED BOADMIT TE -1 7.128 1 23715 2 15,988 1 1 20 BCD -FW RE T OND T GOING NO UNQ=mlUGST�.fflWLG CA _00 AMPS VA PHARMACY JUNCTION BOX IN.,I WIRE I GIND I CON -N. VA AMPS1 rMIM F=111 70 7.126 RTU-1 3 3 4 8 1-1/4 5� 1 2 1 12 12 3/4 1300 0 3 4 4/C 1 4 2-1/2 4 PANEL A 18,272 225 3 1 20 7_600 RETAIL RECEPTACLES _ 2 12 12 3/4 2 SENSORMATIC UNIT 500 20 1 - - 71125 5 - 'D 6 17.612 1 20 _1350-FHARMACY-JUNCTION BOX 3 2 1 12 12 3/4 22DO - 2 12 12 3/4 4 AUTOMATIC DOORS EGO 20 1 PROVIDE LOCK-ON DEVICE FOR CIRCUIT BREAKER. 7 20400 1 20 _,'GOO 5 21 4 TE RECEPTACLE 12 12 3/4 jioo 2 12 12 3/4 ;y SWITCH 00 20 1 4 _10 PANEL R 1.500 RETAIL RECEPTACLES 2 12 12 3/4 AIRE 1=LE 20 - /a 17,84D 225 3 1 20 a EAS 0M 5 S 700 3 50 4.500 RTU-2 9 3 4 8 1-1/4 340 4 4 2-1/2 7 2 1 12 12 3/4 1900 2 !A P/H 0 NtAIKLUM XLULPIAGLES 12 _�C_ - 2. PROVIDE H.A.C.R. TYPE CIRCUIT BREAKER CONS�LTANT: - - 11 17300 _ 9 3300 2 12 12 3/4 10 WALKY-STACKEY�MOTORIZED CART -TW_. -2. 7H 7.126 13 - - 12,800 1 20 0 PHARMACY JUNCTION BOX 11 12 12 314 1500 2 12 12 9428 14 ---1- PHARMACY JUNCTION BOX 12 PHARMACY JUNCTION BOX 1,000 20 1 3 70 7,128 RTU-3 15 3 4 8 1-1/4 82 4 1 6 2 16 PANEL C 2,300 1 20 00 ISLAND 13 2 12 12 3/4 1200 2 12 12 3/4 ELECTRICAL AREA RECEPL 400 20 1 3.700 125 3 1 20 ROD PHARMACY JUNCTION BOX - - 7,128 18 -P 560 12 12 3/4 16 ELECTRICAL AREA RECEPT 400 2-0 -1 - - 17 9728 ISLAND 1111 12 12 3/4 1200 - 2 3 PROVIDE GFCI CIRCUIT BREAKERS FOR WATER HEATERS 5.400 1 20 1.50D 1-DOOR ICE FREEZER 17 2 1 12 12 3/4 2700 2 1B ROLL-UP DOOR J-BOX -20-0 2-0 -1 19 7050 2 10 10 3/4 20 LIGHTING WALL-PACKS 1,650 DO 2 1 20 1,200 BLOOD PRESSURE MACHINE 19 _ _ 12 12 3/4 3 45 8.400 RTJ-4 21 3 B 10 1 7050 2 12 12 314 2400 - 5,400 22 1.650 - 2 20 1,100 2-DOOR FREEZER 21 12 _ 2 12 12 3/4 20 TOLL-UP DOOR_JBOX 1.200 20 1 1 1 - 23 7100 2 10 10 3/4 24 SITE LIGHTING _1_1 Do- 23 314 2300 2100 12 3/4 1,700 30 2 _L 12 12 3/4 22 LASER PRINTER 1,200 20 500 EVAPORATOR COIL 25 2 1 12 12 3/4 2200 26 -- 2 12 24 PHARMACY-JUNCTION BOX 1,000 20 1 1 20 500 EVAPOPATOR COIL - - 1,700 2 20 1.100 2-DDOR FREE7ER - 3/4 25_PHARMACY-JUNCTION BOX 1,000 20 1 27 2 12 12 3/4 3500 2 - 25 2 12 12 3/4 2100 2 12 12 SPACE - 6 10 �-1­/4 SITE LIGHTING 31000 40 2 1.100 27 _7666-0 1-�12 - 29 - - 3000 30 12 3/4 26 COOLER SOLEMOD 500 20 2 7.650 31 ___ - - - -3-100-D 1 20 1,200 PHARMACY J-SOX REGISTER _29- _2 1-2 -1-2-F-3-/4 ---1-70-0 -370- 500 7650 32 SPACE 1 20 8-00 PH MACY JUNCTION BOX - -FOO-D - 2 IS 12 1" 7 S LOAD DISCR'PT ON PANEL A IAN EL B GO NEE C U. S,G. 'jo 22". DE.0 '��G 00 22DO Do '2 '2 OX '3E '2 1'2 'R '2 '2 '2 IS P-Ml JUN,l,l �.A 'S 3 125 6,250 PANEL D 33 4 1 6 2 6250 SED. 34 SPACE - 31 2 1 12 12 3/4 3/4 32 RECEIVING BU70N BELL 200 20 1 2 1 12 12 3/4 9.800 1 20 700 TCCESS_A�RM 33 __i2DO 2 12 12 3/4 34 WH-1 TOILETS PHARMACY 1 500 20 1 -- 35 9800 - S__ 35 -750 -2 233 37 3/4 _36 SPACE 1 20 PARE -- 2729 3 10 38 BALER 1 20 --i-00 LO-M-0-Y_RECEK�L� 37 -j- 1-2 -- 12 12 3/� 36 WATER COOLER 700 20 1 3 ED 233 COOLER CONDENSER CU-1 39 3 10 10 3/4 2729 - 4D 496 12 3/4 goo 38 SPARE 20 1 -- 233 _ 41 233 -- 1 20 500 MONEY ORDER-SYSTEM 39 2 12 12 3/4 500 40 SPARE - - - - _42_ SPACE 1 20 700 SEASONAL RECEPTACLE 41 2 12 12 3/4 1700 2 12 12 3/4 42 FILM 20 1 5.1308 43 8808 44 SPACE 1,000 2-0 1 20 0 BEAUTY CENTER RECEPTACLE 43 2 12 12 3/4 36DO 2 10 10 3/4 44 COOLER DOOR HEATER 3 60 5,808 RTJ-5 45 3 a 10 1 5BOB A. 11.1 1 20 540 VESTIBULE RECEPTACLES - -- -- 3.000 35 1 5,BCB 45 2 12 12 3/4 540 - - 47 48 SPACE 46 SPARE 20 1 -- C 1 20 WARE 47 0 PACE 49 1 0 _50- T_ - 48 SPARE UKIIT ' - PACE 1 20 79- 50 SPARE 20 1 ISURFACE PH-LOAD 77 VA _ SPARE - MO 09 PANEL TYPE NEVA 1, WITH 1 20 SPARE 51 3000 10 10 52 WH-2 (PHARMACY 3JOOD 30 1 -SP__ -!F3- E756F71AMPS GROUNDING TERMINAL 200% NIT TRI' 1 20 ARE 1 300 20 11 --ICON CTED LOAD V 3DO 2 1 �4 1 PILOT LIGHT 11EE ME ��Wj K A SPACE- 55 1500 1 22 1 1 1 1 U I �b IBIRD-B-GONE UNIT 1.500 20 1 SPACE 1000 1 ill Ill ANE A SCHEDULE MOTION PANEL - CONTINUE NUMBERING IWO PLICTION 2 SPACE ' '�4 1 �58 1 EL�m I I I 1Mn 1 9 1 IL2__"12 1000�20 .3MMENTS1 225AIMLO MOUNTING: SURFACE ==±1iGGG . MDP PANEL TYPE . NEVA 1. WITH edd�d Room FED FROM: PH- D '5 1 47 1 KVA F_12_91AMPS GROUNDING TERMINAL 200% NEUTRAL PANELL LOCATION El NUMBER OF POLES 60 CONNECTED LLO.A. 208/1111 VOLTS. 3 PHI 4 WIRE I 225A BUS SIZE PANEL SHORT CIRCUIT RATING. 2 NAG: cv S / LOAD CIR FOR DATA RHASE PHASE PHASE FOR DATA CIR LOAD C S C.B DO PANEL c SCHEDULE C....WS JPRONIOE WITH ISOLATED GROUND C BE Wc B DESCRIPTION NO A 8 C No DESCRIPTION LOAD TRIP POLE POLE TRIP AD E GNO COND PANEL LOCATION Electr[cal Room MLO 1 20 1 ASO RETAIL LIGHTING __F__--- NUMBER OF POLES 42 ­) harrnac a __F­WIRE GND F COND I GO AMPS VA N. L.I WIR VA AMPS NO. 1 2 1 12 12 3 4 3410 2 12 12 3/4 2 RETAIL LIGHTING 1,760 20 1 08/120 VOLTS, 3 PHASE, 4 WIRE 125A BUS SIZE PA 20 1.100 RETAIL LIGHTING 3 2 12 12 3 4 -_297-0 2 12 12 3/4 4 REAL LIGHTING NET SHORT CIRCUIT RATING.P121NAIC 20 1,570 RETAIL LIGHTING 5 2 1.870 20 1 12 12 3/4 3410 2 12 12 3/4 6 RETAIL UGHTING -1,540 2-0 -1 C.S. CIS D LOA OR FOR.DATA PHASE PHASE PHASE FDRDATA CIA LOAD GO 6 20 1.720 PHOTOILAS LIGHTING 7 2 12 12 3 4 3590 C NELU 5TCRE 2 12 12 3/4 _6 RETAIL UGHTJNG 1,870 20 1 POLE TRIP L.A. DESCRIPTION NO A C DESCRIPTION LOAD TRIP POLE 20 1,880 RETAIL LIGHTING�PERIMETER 9 2 12 12 3/4 --- - ----I I I - 10 SPARE 20 1 No. AMPS I VA N. WIRE CEO COND I DO IC 1 20 1,666 RETAIL UGHTING-PERIMETTR 11 2 2 12 3 32-26- -2 1-2 1-2 3/A _12- 0% EMPLOYEE�LTS /EF-1 2 1,560 VA AMPS NO 73 -2 - 20 1 1 20 200 PHARMACY RECEPTACLE 1 2 12 12 3/4 SOD 2 12 12 3/+ 2 1 20 558 50% PHARMACY LIGHTING 12 12 3/4 788 -2 1-2 1-2 3/4 14 EMERGENCY LIGHTING 200 20 1 1 20 700 ROB FQUIPMENT/VSAT - PHARMACY To­UBOX 400 20 1 FORE NUMBER: REORT 1 20 1.972 PHARMACY LIGHTING 15 2 12 12 3 4 3272 2 5 10 1 16 MONUMENT SIGN 1.300 20 1 -1 2-0 4-00 3 2 12 12 3/4 1100 2 12 12 3/4 4 P-HARMACY SO�GNND 400 20 1 3105 1 20 1,178 UNIT HEATER 17 2 - ___ RECEPTACLE 400- 6 5 - 12 12 3 4 2675 2 12 12 3 4 '15 CANOPY SIGN (CVS) _5 2 12 12 3/4 - 1,100 RETAIL LIGHTING - VALENCE 1_2 2-- PARE 20 1 - - 1,500 20 1 0 00 EMS SYSTEM (1) 7 2 12 12 3/4 400 2 12 1-2 _3/_4 -6 TELEPHONE_SnTEM --200- 2-0 -1 1 20 19 2 2 12 3/4 2400 1J 12 314 20 CANOPY SIGN (PHARMACY) 7-30-0 2-0 -1 -i __ '3810 MAIN RE), 1 20 1,650 RETAIL LIGHTING 21 2 i - --- - 20 1,200 EXTERIOR LIGHTS -9 -2 12 12 3/4 1400 2 2 1-2 3/4 70 --- 1 20 1.5nD WINDOW SIGN-RECEKACLL 23 2 2 12 3 4 2850 2 12 12 3/4 22 CANOPY SIGN (24 ENS 1,200 20 1 1 20 700 POE EQUIPMENT/VSAT 2 12 12 ALARM SYSTEM (1) 200 20 1 12 12 3/4 3000 2 12 �G 3/4 24 CANOPY SIG - 3/4 1100 2 2 12 PILL COUNTER 400 20 1 MATTITUCK, NY 11952 N HCVS) 1,500 20 1 1 AD - - --- 1 _T4_F PHARMACY JUNCTION BOX 13 2 12 12 3/4 800 -A- 1 20 1 500 WINDOW SIGN RECEPTACLE 25 2 112 1 ;2 3 4 2_5-00 2 12 12 3Z4 25 CANOPY SIGN HPHARMACY) 1,300 20 1 1 20 SOD PHARMACY JUNCTION BOX __ 2 2 72 FFRMACy BLIND_j80X - 00 2-0 1 15 2 12 12 3/4 1200 2 2 1-2 3/4 _16-_�FI ISLAND_jEOX -70-0 2-0 -1 1 20 1 1!500 IWII-NDOWS ON RECEPTACLE 27 2 . 1 2 2 3/4 2700 1 12 -1-2--F-3/4 28 ICANOPY SIGN CA MRS) 112QU 20 1 1 20 60D 1PHAR CY JUNCTION BOX 12 - I - - 1 1,500 WINDOW SIGN RECEPTACLE 29 2 1 12 1 12 3/4 1 1500 1 30 ISPARE _ 17 2 12 3/4 1100 2 12 12 3/4 18 ELECTRONIC MESSAGE BOARD 500 20 1 -J! "2 1� -71-4 HIPAC 1 20 i�iO. ZETAFLUGHTING VALENCE 31 20 1 19 500 2 12 12 3/4 _;F0_ ELECTRONIC MESSAGE BOARD 2 12 12 1500 342+5PARE 20 1 MACEE - 500 20 1 - 21 REVI-510l 1 20 3 1.800 PYLON SIGN 33 2 12 12 3/4 3100 2 1 a 10 34 MONUMENT SIGN 1.300 20 1 j'1APL 23 _0 22 SHARE 20 1 1 20 1.500 GONDOLA - _24-SP_ACE 3 1 1 2 4 1. 1 2 2 97. 1 2 I G 'BG 1 2 ES 0 '2 1 2 1 2 1 2 'G'2 2 '2 '�Jo S 12 To 121 2E5 2 2 2 2 G E22 23 2 2 2 SO D 2, 2 GG 2 1 2 2 1, 35 2 12 12 3/4 2_360 -2 T-I 2 12 1 3A 800 20 1 SPACE 25 35 !C�POCFR DOOR LIGHTS 1 20 1,500 GONDOLA '7 2 12 12 3/4 1500 35 A 0 2 5 SPACE 155UEr) FOR :)JOB. 1 20 1.500 GONDOILA 39 2 12 12 3/4 500 1 1 SPACE US SPACE 01/13/04 40 ISPACE 1�5RACE a 1 20 1,800 GONDOLA 41 2 12 12 3/4 1500 P C 29 3 SPACE --- 42 1 SP_n_E :E 31 0 1 20 _ SPARE 4 0 A4 SPACE PACE 0 2 SPACE 6 C 1 1 0 1 20 _ SPARE 45 46 LSP�E 1 2� ,, SPACE 1 20 SPARE �7 4 A C E 35 S S SPACE 48 SPACE 1 20 SPARE 49 1 1 0 1 - S. AUE 3 G. 51 S SPACE !�� E Z 1 1 1 1 0 SPACE in SPACE 50 SPACE EPA A. SPACE 0 52 SPACE ISPACE 1 20 SPARE 53 0 1 54 SPACE TRACE 1 20 SPARE 55 o I - 56 SPACE MOUNTING LS URFACE -LOAD 1 2300 3700 F_24 PANEL TYPE NEVA 1, WITH 1 20 SPARE 57 1) SE FED FROM FMDP CONNECTED LOAD 9 GROUNDING TERMINAL 200% NEUTRAL 58 SPACE 1 20 1 ISPARE 59 0 60 SPACE MOUNTING: 1 2LFACE PH-LOAD 15988 18272 17612 VA PANEL TYPE NEMA 1, WITH FED FROM: MEP DOW 52 KVA PANEL D SCHEDULE I 1441AMPS GROUNDING TERMINAL 200% NEUTRAL -ATION PHOTOILAB -------------!�N MILO PANEL LOC -------------------- NUMBER OF POLES: 42 E)RAWING Ely: MMA 208/120 1 VOLTS, 3 PHASE. 4 WIRE I 125A BUS SIZE P NEL SHORT CIRCUIT RATING: 24 END I GO SLOAD CIR FIDGDATA PHASE PHASE PHASE FDR DATA OR LOAD CLEL c B C B. E)ATE: 06/18/04 POLE TCREIP LGAD DE CRIPTION NO A 8 C NO DESCRIPTION LOAD TRIP POLL NO, AMPS VA N. IRE T­GND COMB N. WIRE GND CONS VA AMPS NO C5A JOB NUM5EI 1 20 700 QUAD RECEPTACLE 1 2 12 12 3/4 1400 700 20 1 1 03-il 1 20 800 TLVER-SPONGE 3 2 12 1-2 3/4 -1200-- 22 1? 12 3/+ 2 QUAD RECEPTACLE 2 12 3/4 4 RECEPTACLES 20 1 1 20 700 QUAD RECEPTACLE 5 2 12 12 3/4 _T7_aD 2 12 12 3/4 6 COW 1 Goo 20 1 TITLE: 1 20 700 WAD'RECEMACLE 7 2 12 1-2 3/4 1000 - -2 -12 12 3/4 6 TL_CE�ACLES 1 20 700 FHE-CK-OUT -9 - - 300 20 1 ELECTRICAL SCHEDULE� 1 20 700 CHECK-OUT 11 2 12 12 3/4 - 1500 _ 2 12 12 3/4 10 LIGHTING MANAGER S OFFICE 800 20 1 30 1 1 20 1,200 QUADZPICTURE MAKER 3700 2 10 10 3/4 12 1 2D SPARE 13 2 12 12 3/4 1900 2 iz 11 1/4� 14 QUAD RECEPTACLE 700 20 1 AND RISER DIAGRAM 15 1- 12 - - 40D 1 000 300 800 3000 700 12 3/4 16 FRONT ENTRANCE REGIST 11500 20 1 1 30 2-450 PRINTER-PROCESSOR 17 2 10 1-0 -SI-4- _T___- 2850 2 12 IS A/4 15 FRONT ENTRANCE RESIST. 400 20 1 2.450 19 350 2 12 12 3/4 20 FRONT ENTRANCE REGIST 900 20 1 1 20 1.550 FTL­M-PROCESSOR _2 F 2 12 12 314 W-50 - _2 12 12 3/4 200 20 1 SHEET NUMBER: 1 1,550 23 1550 - 11 20 _25- - -- - - - 1 !SPACE 0 25 SPARC 20 1 E - USPACE -29 0 28 SPARE 20 1 I ISPACE - - D �P "P" 20 1 31 32 SPACE SPACE 33 0 34 SPACE SPACE 35 0 TRACE- 36 SPACE 37 - COMMENTS: TRACE- 39 0 40 41 0 42 MOUNTING: RECESSED -176,50 6250 1 9800 IVA PANEL TYPE NEVA 1, WITH I�PACF 27 FED FROM� NICE CONNECTED LOAD 24 1 KVA E676 AMPS GROUNDING TERMINAL 200% NEUTRAL GENERAL CONTRACTOR RESPONSIBILITIES GENERAL NOTES 1. THE LOW VOLTAGE COMMUNICATIONS LOOP SHOWN IN THE ELECTRICAL PLANS. THE DIVISION 16 CONTRACTOR SHOULD 1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND INSTALL A #22TSP CABLE BETWEEN THE ROOFTOP UNITS AND THE CPC MAIN PANEL (EINSTEIN PANEL) AND ANY CONDUIT ALL LOCAL AND STATE CODES. SHOWN ON THE ELECTRICAL DRAWINGS. Am 2 THE SIGNAL WIRE FOR THE MANAGER'S OVERRIDE BUTILON THIS IS SHOWN ON THE ELECTRICAL PLANS. 2 ALL MATERIAL SHALL BE NEW AND SHALL CONFORM TO THE STANDARDS OF THE UNDERWRITER'S LABORATORIES, INC., For service & support cull 3. THE LIGHTING CONTACTOR PANEL SHOWN IN THE ELECTRICAL PLANS, THIS IS PROVIDED BY CPC UNDER SEPARATE CONTRACT AND THE NATIONAL MANUFACTURERS ASSOCIATION. MA CPC (it 678-784-2700 To be terminated NTH THE JOB ELECTRICAL CONTRACTOR, THIS IS A SEPARATE ITEM THAT IS SPECIFIED AND PROVIDED UNDER THE DIVISION 3. ALL ELECTRICAL PERMITS AND INSPECTION FEES SHALL BE OBTAINED AND PAID FOR BY THE ELECTRICAL CONTRACTOR by EMS installer 16 PLANS AND SPECIFICATIONS, 4 DRAWINGS ARE DIAGRAMMATIC ONLY AND INDICATE ONLY THE GENERAL ARRANGEMENT SEE ARCHITECTURAL DRAWINGS 4 TEMPORARY THERMOSTATS FOR THE ROOFTOP UNITS ARE PROVIDED BY THE HVAC CONTRACTOR. PLEASE BE CERTAIN THAT FOR EXACT DIMENSIONS, Trip be figeldernstalu.nd THESE TEMPORARY THERMOSTATS ARE MOUNTED IN THE PROPER LOCATIONS OFfqCE CENTER z,z, y el ri al confir 5 ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR ONE YEAR EFFECTIVE THE DAY THE 32R57 ROUTE �& 5. ANY SMOKE DETECTORS, SMOKE DAMPERS, FIRE DAMPERS, OR ASSOCIATED INTERLOCK WIRING FOR THESE LISTED, THIS WORK PROJECT IS ACCEPTED BY THE OWNER. NEPTURNE, N�J. 01753 SUPPI to this panel :ittal TIEL. (132) SINS-2300 ancy.V�00v��1�1, 15A circuit. IS SPECIFIED TO BE DONE BY THE DIVISION 16 CONTRACTOR 1 (132) S16-23etl 6 ELECTRICAL CONTRACTOR SHALL MAKE ALL ELECTRICAL POWER CONNECTIONS TO HVAC, PLUMBING AND OTHER NJ LIC,A 013515 6 ANY ELECTRIC ZONE DAMPERS OR CONTROLS FOR SAME (IF SHOWN ON THE MECHANICAL CONSTRUCTION DRAWINGS) THIS EQUIPMENT AS REQUIRED. JOHN MONTALTO,AIA RA Nl LIC A 020532 EQUIPMENT IS FURNISHED AND INSTALLED BY THE LVAC CONTRACTOR 7. A COMPLETE GROUNDING SYSTEM SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH ARTICLE 250 OF THE Control power, network 2 A N.E.C. AND AS SHOWN ON THE DRAWINGS. 00 czj 0 @ 100 ARCHITECT OR SIGNATURE and global inputs. (TB1) Clas 11 8 ALL CUTTING AND PATCHING OF WALLS AND FLOORS FOR ELECTRICAL EQUIPMENT SHALL BE THE RESPONSIBILITY OF ENGINEER 4 BEAL SOX THE ELECTRICAL CONTRACTOR. Tighten all Connections before al p...r (0.6 - 0.8 Nni q2 ACIN 9. CONDUCTORS SHALL BE COPPER RATED AT NOT LESS THAN 600 VOLTS. MINIMUM SIZE SHALL BE #12 AWG UNLESS LOG Class Ineld ..nd,Ct.r wire sizes 22-10AWG 0 OTHERWSE NOTED ON THE DRAWINGS. ALL WIRE #8 AND AND LARGER SHALL BE STRANDED ALL CONDUCTORS #10 Use copper only conductors, AND SMALLER SHALL BE SOLID, UNLESS OTHERWISE NOTED. 10 BRANCH CIRCUIT CONDUCTORS SHALL BE TYPE LUNN OR THAN AS REQUIRED, NO CABLE CAN BE USED FOR LIGHT FOR PRICING, QUESTIONS AND INFORMATION RELATING TO THIS FIXTURE TO LIGHT FIXTURE. EMS PANEL CALL "CPC" AT (800) 829-2724. 11. PROVIDE A PULL WIRE IN ALL EMPTY CONDUITS. 12. PROVIDE A TYPED DIRECTORY IN ALL PANEL BOARDS CLEARLY DESCRIBING THE LOCATION OF AND TYPE OF LOAD BEING SERVED FOR ALL CIRCUITS. These devices 13 PROVIDE ENGRAVED PHENOLIC NAMEPLATES FOR ALL PANEL BOARDS AND DISCONNECT SWITCHES, WHITE LETTERS ON 9 io ano Gino Gino Lial ano INSTALL OFFSET NIP BLACK BACKGROUND, if are factory Hili ff�g inslollel call F M S WITH 4" HANDY BOX ALARM 14. VERIFY ALL REQUIREMENTS AND COORDINATE EXACT LOCATION OF INCOMING ELECTRICAL SERVICE WITH LOCAL POWER LVI Li eem, 0 wired, and FROM ALARM PANEL COMPANY PRIOR TO PROJECT START UP. NOTIFY ENGINEER OF ANY CHANGES. 616NATURE EEAL-DATE 8 19 E) - 8 8 howA14 require (CPC) PANEL 15 ALL TERMINALS, SPLICING CONNECTORS, LUGS, ETC. SHALL BE IDENTIFIED FOR USE WITH THE MATERIAL (CU/AL) OF no further field modification. THE CONDUCTOR, SHALL BE RATED FOR 60/75-C AND PROPERLY INSTALLED, 0 EMS 16+ THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL ELECTRICAL EQUIPMENT FROM FOREIGN CONSULTANT- ffF MATERIAL DURING CONSTRUCTION (PAINT, SPACKLE, ETC.). 17. WHERE PENETRATIONS ARE MADE THROUGH A REQUIRED FIRE-RESISTIVE WALL, FLOOR, OR PARTITION FOR THE NiEw MARK COVER OF PURPOSE OF RUNNING RACEWAY CARRYING ELECTRICAL, TELEPHONE, TELEVISION, OR LOCAL COMMUNICATION AND/OR S AM,> Contactor rating: HANDY BOX: "EMS SIGNALING CIRCUITS, THE OPENING AROUND THE RACEWAY SHALL BE FIRE STOPPED PER THE STATE BUILDING CODE. j 30A General Purpose CONNECTION" COORDINATION WITH THE GENERAL CONTRACTOR SHALL BE MAINTAINED TO INSURE THAT THIS FIRE STOPPING IS PROFIESSIO Cl_C13 CA Discharge Lamps ACCOMPLISHED. USE APPROVED ASSEMBLIES SUCH AS THE FOLLOWING: CONDUIT PENETRATIONS OF 1 & 2 HOUR GYP 120A Tungsten Lamps BOARD WALLS U,L#WLIOOI, CONDUIT PENETRATIONS OF 1 So 2 HOUR CONCRETE OR BLOCK WALLS C14 40A General Purpose R - U.L.#CAJ1001, wound timer switch) PROVIDE TO CPC A NORMALLY CONDUIT PENETRATIONS OF 1 2 HOUR CONCRETE FLOORS - U.L.#I cuNd Social NY RE 4062417 OPEN SET OF CONTACTS THAT 18. IN REQUIRED FIRE RATED WALLS AND PARTITIONS, OPENINGS FOR INSTALLATION OF BOXES THAT ARE GREATER THAN Hical PRMNLDN N--777777�7y-N-T: CAUTION: Risk of Electrical Shock CLOSES ON ALARM 15 SQUARE INCHES SHALL BE PROTECTED AS REQUIRED BY I COORDINATE CLOSELY WITH THE GENERAL CONTRACTOR RORMATALCioubst More than one disconnect switch may TO INSURE THE INTEGRITY OF THE UL RATING IS MAINTAINED be required to de-energize equipment 19, ALL WIRING SHALL BE INSTALLED IN GALVANIZED RIGID METAL CONDUIT, INTERMEDIATE METAL CONDUIT, OR EMT EMT SHALL NOT BE USED IN OR UNDER CONCRETE SLABS OR IN MASONRY WALLS. USE SCHEDULE 40 PVC OUTDOORS CON81JI-TANT: Line S � de ( TB2 ) ( T13j) Load Side H2 C LE WHERE NOT SUBJECT TO PHYSICAL DAMAGE. 02 BURGLAR ALARM/EMS CONNECTION CA El SN N E 20. PROVIDE CONDUIT FOR ALL WIRING, INCLUDING BUT NOT LIMITED TO CONTROL AND POWER WRING COORDINATE Go A-9 LIGHTS RETAIL OPERIMETER) 1 L_0 0]@ll IIIII I 501initin. PIR,floor ealivir, INSTALLATION AND ROUTING REQUIREMENTS WITH APPROPRIATE INSTALLER(S). 2 TARE UPPER IFLOOR Ul 2 Q 0�& a onesprini 5D% hal ad 21. CONDUCTORS SHALL BE COPPER RATED AT NOT LESS THAN 600 VOLTS, MINIMUM WIRE SIZE SHALL BE #12 AWG dom,in,ali HSCA) H,ht, CK7 A-11. LIGHIS RETAIL(PERIMETER) 3 0 0�G) 111 (50%EMPLY LTS) UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL WIRE SIZE #8 AND HIGHER TO BE STRANDED. CKT A-IE SON LTSVEMPLIC)i 1 & 2 4 00 2 111 U 0 8RD 1; He,Output #1 CKT A-13 50%LIGHTS PHARMACY 5 0 Cuitaxar, Cl and C2 22 ALL WIRING TO BE INSTALLED IN GALVANIZED RIGID METAL CONDUIT, ELECTRICAL METAL TUBING, RIGID NON-METALLIC CONDUIT, FLEXIBLE METAL CONDUIT AND LIQUID-TIGHT FLEXIBLE METAL CONDUIT EMT SHALL NOT BE USED IN OR Co D-10: UGHTING SDA 6 0 PRESCOUTE NO. WB-13-4 ENCLOSED UNDER CONCRETE SLABS OR IN MASONRY WALLS USE SCHEDULE 40 PVC OUTDOORS WHERE NOT SUBJECT TO CRT B-54. PILOT UGHT 7 0 (D. fIll 8 AND GASKETED VAPORTIGHT FIXTURE PHYSICAL DAMAGE. CONDUIT MAY BE SUBSTLTUTED BY METAL-CLAD (MC) CABLE PER NEC ARTICLE #334, SPARE(50 Employee Ught.) 8 C�@ 1I I PV METAL-CLAD OR CABLE SHALL NOT BE USED FOR HOME RUNS. CKT A-16 MONUMENT ADD 9 0 .0 COJ 6).119 11 Mmonart, PA., and o.,,, I,.e AS HIGH AS CKT A-18 CANOPY SIGN (CVS) 10 10 0 (OUTSIDE SIGNS) POSSIBLE �@ 0�G) LO BRO 1: Deny Output #6 CRT A-20 CANOPY SIM (PHARMACY) 11 Coutdat...C3, C4 and C5 ---or.'s CKT A-22. CANOPY SIGN (24 Hl 12 _0 0 E& 72 WEATHERPROOF SWITCH - WIRE LIGHT KEY NOTES ( (D , 0 , LTC.) EMS RELAY CABINET WIRING DIAGRAM CK7A 24. CANOPYSGN(CyS) 3 &0 Me 13 ]--ON LINE SIDE OF GROUND FAULT CKT A-26 CANOPY SIGN (PHARMACY) 14 -0 9_W HII 0 14 CKT A-28 CANOPY SIGN (24 HRS) L5 &2�@ III Z ROOFTOP UNIT 30" INTERRUPTER RECEPTACLE I PROVIDE 30 AMP CONTACTORS FOR SITE LIGHTING CIRCUITS (C-7). CRT A-33i PYLON SIGN 6 U0 9_9 III a, 000 MO L6. C V S / CRT A-34. MONUMENT SIGN 7 0 2. PROVIDE 40 AMP CONTACTORS FOR WATER HEATER CIRCUITS SPARE(0i Sig,) -0 �@ 18 1 SPARE (Outside GO,) g 0 0 & 19 WEATHERPROOF G.F.J. RECEPTACLE SPARE (Outed.Sign) - I- -----�9� (NEMA 3F? WHILE IN USE). r M C: 2 POLE ZMVAC<,(T MOP-24: LIGHTING SIM 7'1 2o_s�� a (D. ?i Eyboar Hart.and point Ighliq ROOF (T MDP-26: LIGHTING 517 2 RED I Kill Output 14 ELECTRICAL (LOW VOLTAGE) WIRING NOTES ED OOURSDE LIGHTS) KIT MDP_2R LICHING 517 _IZ__Hi C.Pt,atn, ON and C7 NEW STORE 2 POLE 2WVAC<KT Mi UGHMC 97 120V AC TO NEAREST 20/1 CIRCUIT BREAKER SPARP LIGHTS EXTERIOR 0-E) fill PANEL WITH 2#12 + 1#12G-3/4"C. NOTE WORK OUTLINED BELOW SHALL BE THE RESPONSIBILITY OF THE DIVISION 16 ELECTRICAL CONTRACTOR, UNLESS PARE LIGHTS EXTERIOR 6 0 So A D OTHERWISE. 5TOFE NUMBER: 3 0 SPARE(Output,Ughtp) 2 0 fil 1 13810 MAIN RE). SPARE(Outside ught�) b 0 111 LV-1 EACH LVAC UNIT HAS A 10 CONDUCTOR, 18 GAUGE THERMOSTAT CABLE RUNNING FROM THE LOW VOLTAGE TERMINAL STRIP CRT A L LIM79 RETAIL 9 A0 2 Me 111 0 8. 9qI got bank ratal, phommity and photo MATTITLI NY 119�52 ,.a A"Re SCALE IN THE UMT, TO THE THERMOSTAT LOCATION, WITH A 15' LOOP OF WIRE COILED ABOVE THE DROP CEILING AT THE CKT A-2. UM75 RETAIL (49%SALES LTS) TYPICAL LIGHTING AND CONVENIENCE POWER AT ROOF TOP UNITS INONE THERMOSTAT LOCATION, TEMPORARY THEMOSTAT AND CABLE (RESPONSIBILITY OF MECHANICAL CONTRACTOR) SHALL BE CRT A-3. LICHIS RETAIL lo 0 A& To I Relay Output #2 MOUNTED AT THE COLUMN LOCATIONS SHOWN ON THE DRAWINGS AND WIRED PROPERLY, CKT A-4 LIGHTS RETAIL HAO 0 Combi ON. C9 and 014 REVISIONS: CKT A-5 LIGHTS RETAIL _0 0 LV-2 ON "BUILT-UP" OR SPLIT SYSTEMS, THERE MUST BE A 10 CONDUCTOR, 18 GAUGE CABLE RUN BETWEEN ALL INDEPENDENT CKT A-6 LIGHTS RETAIL _0 Me COMPONENTS (I.E. FROM AIR HANDLER TO DUCT FURNACE, FROM AIR HANDLER TO ECONOMIZER, ETC.) ISSUED SOR D.O.B. 01/13/04 CKT A-7: UGHTS PHOTO LAS -0 TEST BUTTON (IN FIXTURE) DERANGEMENT SIGNAL LIGHT CRT A-5: LIGHTS RETAIL 0 -0 (IN FIXTURE) LV-3 BELDEN B641 OR EQUIVALENT 2 CONDUCTOR, 22 GAUGE SHIELDED CABLE SHALL BE PULLED FROM THE CPC LIGHTING RELAY CRT A-19 LIGHTS RETAIL(VALENCE) 0 .0 0 (D. Vall Ighti,Audi mi and PANEL LEAVING A 5' LOOP) TO A RECESSED SINGLE GANG SWITCH BOX, LOCATED IN THE SOA, 30- DIRECTLY ABOVE THE CRT A-23 WINDOW SIM RECEPTACLE 10 mO 1) an..awn board, SWITCH FOR THE OVERHEAD LIGHTS CABLE TO BE LABELED "EMS O/R". (ACCENT UGHTS) BLACK RED CRT A-25. WINDOW SIGN RECEPTACUE/MONLTOR 107' 7 V1. I END I Relty Output #5 120 OR 277 ELECTROND3 0 CRT A-27 WINDOW SIM RECEPTACLE 09 16 1, 1 AI Cali CID,CH add C13 VOLT BATTERY LV-4 BELDEN 8641 OR EQUIVALENT 2 CONDUCTOR, 22 GAUGE SHIELDED CABLE SHALL BE PULLED CONTINUOUS FROM THE CPC 0 LV-5 BELDEN 8641 OR EQUIVALENT 2 CONDUCTOR, 22 GAUGE SHIELDED CABLE SHALL BE PULLED FROM THE EMS PANEL TO THE le 0 MODULE MODULE LIGHTING RELAY PANEL TO EACH HVAC UNIT IN TURN (DAISY CHAIN) STARTING WITH THE REAR-MOST UNIT ARE NEEDS TO CRT A-29: WINDOW SIGN RECEPTACLE WHITE BROWN BE PULLED INTO THE HVAC UNIT'S CONTROL PANEL NEAR THE THERMOSTAT WIRING TERMINAL STRIP, LEAVING APPROX. A 5 CRT A-31. LIGHTS RVAIL(VALENCE) 0 SPARE. SHOW WINDOW Ul 0 _u FOOT LOOP. LABEL BOTH ENDS OF THIS CABLE AS "EMS COMM". ROOM SWITCH OR SPARE SHOW WINDOW UGH OTHER CONTROL go MTOI Wil (TOILE7/PHARMACY) 0 0 5 Water hadlem and wad,apuldr DEVICE WHERE ELECTRICAL SECTION OF THE REAR MOST HVAC UNIT. THIS CABLE IS TO BE LABELLED "OAT" (OUTSIDE AIR TEMPERATURE) E)RAIING BY: MMA (ORWI CODERS) CRT U-12; WH-2 (PHOTO LAID) 5 - To 1: Relay Output #3 ,A0 0 0 C) INDICATED CKT B-52 WH-3(PHARMACY) 0 0 47 C-It-atal C12 LAMP LAMP LV-6 BELDEN 8771 OR EQUIVALENT 3 CONDUCTOR, 22 GAUGE SHIELDED CABLE SHALL BE PULLED FROM THE EMS PANEL TO THE I)ATE: 06115104 CRT 9-36 WATER COOLER -0 0 40AMP NO General Purpone ELECTRICAL SECTION OF THE REAR MOST HVAC UNIT, THIS CABLE IS TO BE LABELLED "LIGHT LEVEL". GOT A-37: GONDOLA q .0 0 9. L -0 0 Q 491 will lights, window reoeptades and 3: 3N: CSA JOB NUMBER: 03-641 mi board, 0 0 BELDEN 8729 OR EQUIVALENT 4 CONDUCTOR, 22 GAUGE SHIELDED CABLE SHALL BE PULLED FROM THE EMS PANEL TO THE CUT A-39 MHOOLA 0 0 ED. 50 _J UP A-41: GONGOLA (ACCENT UGHTS) _u Liu LLT COLUMN NEAREST RTUl (ADJACENT TO THE RTUI T-STAT LOCATION). THIS CABLE IS TO HE LABELLED "CO2 SENSOR 51 Son I Relay Output 05 TITLE CP A-35. GONDOLA 2 _06 Centactob, CIO. CIl mood C13 ELECTRICAL NOTES , ONT A-15� LIGHTS PHARMACY 3 2 1 P an re a, phood and photo lob - I'lis EMS D � AGRAM CRT A-21: LIGHTS RETAIL 54 0 -TIM 0 5 (49%SALES LTS) CKT B 55 0 0 ERIC I Relay Output 02 E LV-9 BELDEN 8641 OR EQUIVALENT SHALL BE RUN FROM THE DEC LIGHTING RELAY PANEL (LEAVE A 5' COIL) TO THE ALARM AND DETAILS 1 76 �O to 0 Counpam C8. C9 old OR COMPANY'S HANDY BOX LABELED "EMS" (LEAVE A 5' COIL). LABEL THE CABLE "EMS ALARM INTERFACE", DEC (COMPUTER -44: COOLER DOOR HEATER BLU RED SPARE(49%Si L 13 208VK<CKT MDP-20: UGHTTNG WALL PACKS 57 Ae 0- _0 0 5 Extear�wall packm lights BLACK PROCESS CONTROLS) IS RESPONSIBLE FOR CONNECTION INSIDE THE HANDY BOX AND THE CPC LIGHTING RELAY PANEL. SHEET NUMBER: 2 ROLE CRT MOP-22 LIGHTING WALL-PACKS 5 Q XO -0 0�G (WALL PACKS) 2 LAMP BALLAST CPHC CONTACTS: CVS ACCOUNT PROJECT MANAGER 770-425-2724 ERO 1. May Output 17 59 0 9 _0 2�9 5 Ca,t.dt.r CIS NOTES: WHITE IF THE HANDY BOX IS NOT ON SITE CONTACT THE APPROPRIATE VENDOR: 00 On J .0 6 0. fin AFA = ART CANDLE @ 866-232-6285 E 2 3 1 WHERE INDICATED ON DRAWINGS THAT A FIXTURE IS CONTROLLED BY A LOCAL SWITCH, FIXTURE ACT = MARY TOLOSKO @ 781-278-1777 SHALL BE WIRED TO SHUT OFF WHEN SWITCH IS OFF. BATTERY MODULE IS ALWAYS HOT. GUARDIAN = MIKE EDWARDS @ 248-423-1000 COMMENTS: 2. TWO LAMP FIXTURES � BOTH LAMPS ARE EMERGENCY LV-10 CABLE RUNS TO BE INSTALLED IN APPROPRIATELY SIZED CONDUIT, IF REQUIRED BY LOCAL CODE, LOCAL ELECTRICAL CODE THREE LAMP FIXTURES OUTER LAMPS ARE EMERGENCY REQUIREMENTS SHALL DETERMINE WHETHER CABLE SHALL BE INSTALLED IN CONDUIT, PLENUM CABLE, OR STANDARD END FOUR LAMP FIXTURES TWO CENTER LAMPS ARE EMERGENCY SHEATHED CABLE. DIVISION 16 CONTRACTOR IS RESPONSIBLE FOR MEETING LOCAL CODE REQUIREMENTS IF CONDUIT IS REQUIRED, ALL EMS SYTEM SENSORS (EXCEPT OAT AND LIGHT LEVEL) WILL REQUIRE SINGLE GANG SWITCH BOXES MOUNTED EMS RELAY CABINET WIRING DIAGRAM SCALE "E-2 3 EMERGENCY LIGHTING WIRING DIAGRAM SCALE: AND PIPED AT THE APPROPRIATE LOCA11ONS NONE NONE V, L"A I I February 20,2001 DF-52167 E-700 H350/H35OR Firelffe�AL8rms Intelligent Addressable Thermal (Heat) Detectors www.firelite.com Section: Addressable Devices GENERAL The H350 and H35OR model thermal detectors are ad r: s- able sensors that,use a state-of-the-art thermistor s��n Ing YL circuit for fast response.These'sensors are designed to pro- Y L vide open area protection and are intended for use with the MS-960.0 fire alarm control panel. Both the H350 and H350R sensors provide fixed tempera- ture alarm detection at 1350F. The H35OR sensor responds to rate-of-rise conditions of greater than 150F/minute. Two LED's on each sensor light to provide a local, visible _012g,"'11- Z sensor indication.Remote LED annunciator capability is avail- able as an optional accessory (Part No. RA40OZ). .1N npv4'�.F FEATURES SLC,Loop Two-wire SLC loop connection. Addressing • Addressable b�device. • Direct Decade 01-159 (MS-9600) entry of address. Arcliftecture H350- Sleek,low-pmflle,stylish design. State-of-the-art thermistor technology for fast repsonse. Integral communications and built-in device-typeidentifica- tion. APPLICATIONS Built-in tamper resistant feature. Use thermal detectors for protection of property. Built-in functional test switch activated by e�ternal magnet. Operation CONSTRUCTION * Factory preset at 1350F(5811C). These detectors are constructed ol BayblendO in an off-white * Rate-of-Rise model(H350R), 15OF(8.30C)per minute. color. * 36OP-field viewing angle of the visual alarm indicators(two The H350 and H350R plug-in intelligent thermal detectors bicolor LED's). LED's blink green in Normal condition and turn orf steady red in Alarm. are designed to commercial standards and offer an attrac- tive appearance, - Visible LED's"blink"every time the unit is addressed. :1 Mechanicals INSTALLATION • Sealed against back pressure. The H350 and H35OR O�lug-in intelligent thermal detectors • SEMS screws for wiring of the separate base. use a separate base to simplify installation,service and main- • -Designed for direct-surface or electrical-box mounting. tenance. Installation instructions are shipped with each de- • Plugs into separate base,for ease of installation and main- tector. tenance. Mount base (all base types) on box that is at least 1.5"(38.1 Separate base allows interchange of photoelectric,loniza- mm) deep. Suitable boxes include': tion and thermal sensors. Other System Features, 0 4"0.01.6 mm)square box. • Remote test feature ftrn the panel. 6 3 1/2"(88.9 mm) or 4"(101.6 mm)octagonal box. • Walk test with address display. * Single-gang box(except relay or isolator base). • Low standby current. • 94-5V plastic flammability rating. )VOTE. Because of the inherent supervision provided by the Options SLC loop, end-of-line resistors' are not required. Wiring 7- • Remote LED output connection to optional RA40OZ remote taps"or branches are.permitted for Style 4(Class"B")wiring LED annunciator. only. • Recessed(RMK400)or su n ace(SMK400)base mounting kits. Bayblend@ is a registered trademark of Bayer Corporation. This document is not intended to be used for installation purposes. We try to keep o product information up-to-date-and accurate. We cannot cover all specific applic'ur tions or anticipate all requirements. All specifications are subject to chance without IS09001 81�:=] notice. For more information,contact Ffre-Lite Alarms,One Fire-Lite Place,Northford, r:3=4 LkjLJ_N-LL� Connecticut 06472. Phone: (800) 627-3473, Toll Free FAX: (877) 699-4105, FAX ENSINEERINC MMUFACTURIM Back:(888) 388-3299. Made in 77he 7t. DF-52167 — Page 1 of 2 OPERATION Each H350 or H35OR uses one of 159 possible addresses (MS-9600)on a control panel SLC loop. It responds to regu- lar polls from the control panel and reports its type and the status. If it receives a test command from the panel (or a local magnet test),it stimulates its electronics and reports an alarm. It blinks its LED's when polled and turns the LED's on when commanded by the panel.The H350 and H35OR offer features and performance that represent the latest in 'ther- mal detector technology. SPECIFICATIONS Diameter: 6.1" (155 mm) installed in B350LP. Height: 2.0" (51 mm). V�eight..5 oz. (150 gm). Installation temperature: -4c'to 1000 F(-200 to 380 C). Humidity range:10%to 93%relative humidity(non-condens- ing). Voltage range: 15 to 32 VDC peak. Standby current: 300 pA @ 24 VD�', (one commurllcdUon every 5 seconds with LED blink enabled). LED current: 6.5 mA @ 24 VDC. Mounting: B350LP flanged base. Fixed Temperature setpoint: 1350 F (570 C). Rate of Rise detection: Responds to greaterthan 15117/min. PRODUCT UNEINFORMATION H350 Intelligent thermal sensor. M5013 Same as above with Rate-of-Rise feature. RA40OZ Remote LED. Mounts to*a single-gang box. 83SOLP Plug-in detector base. Dimensions: 6.1" (155 mm. Mounting:4"(102 mm)square box with or without plastic ring,4"octagon box,3 1/2"octa- gon box or single gang box.All mounting boxes have a minimum depth of 1.5"(38 mm). M02-04-00 Test magnet. Page 2 of 2 DF-52167 ........... ......... Le Series 500 Special Assembly Heat Detectors The Series 500 Special Assembly Heat Detectors are *'0 WN supplied with the following standard features: V, • WeathenMoisture Proof Rate-of-Rise andlor Fixed Temperature Detection One Circuit, Normally Open •Explosion Proof •ExplosionlMoisture Proof The Series 500 Special Assembly Heat detectors are designed If heat is subsequently removed,pressure is relieved through for use in applications requiring protection against weather, the vent, and contacts restore to normal. moisture(internal condensation),and explosive atmospheres. The fixed temperature element is entirely independent of rate- A Series 500 Unit is a dual-action electric fire detection of-rise. It consists of a phosphor-bronze spring held under thermostat. tension by fusible eutectic alloy. It employs two independent methods of detection—rate-of-rise and fixed temperature. 3-3/16'. The rate-of-rise method detects fires that rapidly grow in 2-718 intensity.This method quickly responds to abnormally fast temperature increases. The fixed-temperature method detects fires that build tempera- tures to a high level at a slow rate.This method responds to a specific temperature setting. The Series 500 is an"open circuit"device designed to close F) G (D an electrical circuit upon activation.The compact,simply (D"' designed unit is unaffected by vibration.All metal parts are brass or aluminum, mounted on a durable, mineral-filled, phenolic base. Spring(G)is held under tension by a spot of fusible eutectic alloy(F).When heated to its rated temperature,the alloy No exposed metal parts carry current. Electrical contacts are melts,releasing spring(G)and closing the contacts. all silver clad and of ample size. Large line terminals and wire ways are provided in the base for Series 500 Special Assemblies easy installation in either open wiring or concealed wiring WeatherlMoisture Proof Models(WPB/MPB) systems. Cast metal box,gasket and special steel cover plate with There are two dual action models'with different fixed tempera- attached standard mechanism. Crossed wire guard. Four wire ture element settings.Two other models are available with the entrances threaded for 1/2 inch rigid conduit. same fixed temperature settings,but without the rate-of-rise element. Combined protection against weather and condensation within the conduit system. Emerging wire points are sealed with Available in a variety of models as described in table on back epoxy. page. Principles of Operation Explosion Proof Models(EPB) The Rate-of-Rise element consists of an air chamber,flexible Cast metal back box,cover plate,and modified mechanism. Back box has two opposing wire entrances, threaded for 1/2 metal diap�ragm,and restricted orifice vent that can be closely inch rigid conduit. Box, cover and base precis ion-ma chi ned for calibrated to control air flow rate in and out of the chamber. extremely close-tolerance fit. Air chamber(A)expands and contracts as the ambient room temperature changes. Explosion proof models are UL listed and FM approved for the Under normal temperature fluctuations,the unit'breathes' following classifications: through its calibrated vent(B). Under rapid temperature rise Class 1, Group C—Atmospheres containing ethyl-ether vapors, conditions, air expands faster than it can be vented, building ethylene,or cyclo-propane. up enough pressure to move the thin metal diaphragm(C)until Class 1,Group D.—Atmospheres containing gasoline, hexane, flexible silver contact(D)closes the electrical circuit against naphtha, benzine, butane,propane, alcohols, acetone, benzol, stationary contact(E). lacquer solvent vapors, natural gas. All rights reserved(10/99). Model 501 Model 502 Model 508 Model 504 No Marking White Dot Black Dot Black Dot on White Model WPB/MPB 5111 Model WPB/MPB 502 Model WPB/MPB 503 Model WPB/M PB 504 Model EPB 501 0 Model EPB 502 G Model EPB 503 Model EPB 504 Model EPB/MPB 501 Model EPB/MPB 502 Model EPB/MPB 503 Model EPB/MPB 504 Rate-of-Rise and Fixed Rate-of-Rise and Fixed Fixed Temperature only, Fixed Temperature only- Temperature, 136oF(58oC) Temperature, 190'F(88'C) 136-F(58-C) 190-F(88-C) ' Applications:Normal Applications:Normal temper- Applications:Unusually violent Applications:Unusually violent temperature fluctuations ature fluctuations and ceiling temperature fluctuations temperature fluctuations and and ceiling temperatures temperatures exceeding 100*17 and ceiling temperatures ceiling temperatures exceeding not exceeding I 00*F(38*C) (38'C)but not 150*F(66') not exceeding 100oF(38oC) 100*F(38'C)but not 150*F(66oC) Maximum Spacing Maximum Spacing Maximum Spacing Maximum Spacing Allowance*- Allowance*- .*' Allowance*- Allowance*- 50 x 50 ft.—UL 50 x 50 ft.—UL.. 15 x 15 ft.—UL&FM 15 x 15 ft.—UL&FM 30 x 30 ft.—FM 30'x 30 ft.—F',.4' to National Fire Alarm Code Standard NFPA 72 for application requirements Class 11, Group E—Atmospheres containing metal dust of Replacements:All special cover assemblies include detector aluminum, magnesium,or their commercial alloys. withcover. Back box is not included. Class 11, Group F—Atmospheres containing carbon black, Electrical Rating Coal or coke dust. are one circuit,normally open. In all circuits, -All detector. Class 11, Group G—Atmosphere—sic-onta—Fnirig flour,starch, or current flow through Series 500 should be limited to the grain dust. following values: Explosion Proof Models and 6-125 Volts A.C.,3.0 Amps. Moisture Proof Models (EPB/MPB) 6-28 Volts D.C., 1.0 Amps. 125 Volts D.C., 0.3 Amps. Combined features of Moisture proof models and explosion 250 Volts D.C.,0.1 Amps. proof Models. Series 500 Testing Methods Listing/Approvals . Listed by Underwriters Laboratories(UL) Models 501 and 502 can be tested by the quick application of Factory Mutual Approved(FM) heat from any convenient source.A common portable hair California State Fire Marshal Approval(CSFM) dryer is recommended. However,do not apply heat that City of New York(MEA)Listing No. 188-94-E exceeds the fixed temperature rating of the detector. Models 503 and 504 cannot be tested. However,the fusible alloy element is considered so reliable that testing is not Dimensions necessary. Important Special Notes Explosion Proof(EPB) Explosion/Moisture Proof Application:Heat detectors should be used for property protection. Reliance should not be placed solely on heat (EPB/MPB) 2-6 detectors for life safety. CAUTION:Where life safety is involved,smoke detectors MUST also be used. Detectors must not be painted. Battery Back-Up:Heat detectors should be electrically Weather/Moisture Proof supervised with battery back-up at the panel. (WPB/MPB) Testing:The rate-of-rise mechanism may be subject to reduced sensitivity over time.Annual testing of the rate-of-rise 2.... operation is recommended. This literature is provided for informational purposes only.CHEMETRONICS assumes no responsibility for the product's suitability for a particular application.The product must be properly applied to work correctly. If you need more information on this product,or if you have a particular problem or question,contact CHEMETRONICS,Ashland,MA;Telephone(800)496-8383. Chemetronics 400 Main Street Ashland, MA.01721 USA Phone: (800)496-8383 Fax: (800)496-7272 Website:www.chemetronics.com All rights reserved(10/99). February 15,2001 DF-52149 E-150 Rrelffe�ALar'ms SD350(A)/SD35OT(A) Addressable Photoelectric Detectors www.firelite.com Section: Addressable Devices GENEIZAL The SD350 and SD350T Addressable, low-profile plug-in Photoelectric Detectors use a state-of-the-art photoelectric sensing chamber with communications to provide open area protection and are used exclusively with Fire-Lite's MS-9200 LISTED and MS-9600 Addressable Fire Alarm Control Panels. The SD350T adds thermal sensors that will alarm at a fixed tem- perature of 135D F. Since this detector is addressable,it will help emergency personnel quickly locate a fire during its early stages, potentially saving precious rescue time while also reducing property damage. Two LEDs on each sensor light. to provide a local, visible sensor indication. Remote LED anr�unciator capability is available as an optional accessory (Part No. RA40OZ). FEATURES 010151m, SLC Loop R • 2-wire loop connection. • Unit uses base for win; ng. Addressing Addressable,by device. Direct Decade 01-99'(MS-9200) and 01-159 (MS-9600) Z. entry of address 5' .2� 6 lo Architecture u) * Unique single source, dual chamber design to respond quickly and dependably to a broad range of fire.s. SD350 * Sleek,low-profile design. Other System Features * Integral communications and built-in type identification. Fully coated circuit boards and superior RF/transient pro- * Built-in tamper-resistant feature. . tection. e Removable cover and insect-resistant screen for simple field 94-VO plastic flammability rating. cleaning. Low standby current. Operation Options • Withstands air velocities up to 1,500 feet-per-minute with- * Remote LED output connection (Part No. RA40OZ). out triggering a false alarm. • Factory preset at 1.5%nominal sensitivity for panel alarm APPLICATIONS threshhold level. Use photoelectric detectors in life-safety applications to pro- - Visible LED"blinks"when the unit is addressed(commu- vide a broad range of fire-sensing capability,especially where nicating with the fire panel)and latches on in alarm. smoldering fires are anticipated. Ionization detectors are of- ten better than photoelectric detectors at sensing fast,flam- Mechanicals ing fires. • Sealed against back pressure. CONSTRUCTION • Direct surface mounting or electrical box mounting. These detectors are constructed of LEXANO in an off-white • Mounts to: single-gang box, 3.5" or 4" octagonal box, or color.The SD350(T)plug-in low-profile smoke detectors are 4"square electrical box(using a plaster ring-included). designed to commercial standards and offer an attractive ap- pearance. This document is not intended to be used for installation purposes. We try to keep Pur product information up-to-date and accurate. We cannot cover all specific applications or IS' 9 anticipate all requirements. All specifications are subject to change without notice. For U 0 0 more information,contact Fire-Lite Alarms,One Fire-Lite Place,Northford,Connecticut 1173=0;!rw d I jLL�w 06472. Phone:(800)627-3473, Toll Free FAX:(877)699-4105,FAX Back:(888)388- ENGINEERING&MANDFACTI[RING I _d 3299. Made in the U.S.A. DF-52149— Page 1 of 2 INSTALLATION PRODUCT LINE INFORMATION .The SD350(T) Plug-in Detectors use a separate mounting SD350(T) Addressable Photoelectric Detector. base to simplify installation,service and maintenance.Mount SD350(T)A Same as above with ULC listing. base on box which is at least 1.5 inches (3.81 cm) deep. RA40OZ Remote LED. Mounts to a single-gang box. Suitable boxes include: B35OLP Plug-in Detector base. Dimensions: 6.1" v 4" 0 0.16 cm)square box with plaster ring. (155 mm. Mounting: 4" (102 mm) square 0 4" (10.16 cm) octagonal box. box with or without plastic ring, 4"octagon box, 3 1/2"octagon box or single gang 0 3.5" (8.89 cm) octagonal box. box. All mounting boxes have a minimum e Single-gang box. depth of 1.5" (38 mm). NOTE.Because of the inherent supervision provided by the SLC loop, end-of-line resistors are not required. Wiring 7- taps"or branches are permitted for Style 4(Class B)wiring. OPEMT[ON Each SD350(T) uses one of 99 possible addresses on the MS-9200 Signaling Line Circuit (SLC) or up to 318(159 on each loop)on the MS-9600 SLC.It responds to regular polls from the system and reports its type and status. The SD350(T) Addressable Photoelectric SensorTM unique unipolar chamber responds quickly and uniformly to a broad range of smoke conditions and can withstand wind gusts up to 1,500 feet-per-minute without sending an alarm level sig- nal.Because of the unipolar chamber,the SD350(T)is ap- proximately two times more responsive than most photoelec- tric sensors.This makes it a more stable detector. DETECTOR SENSITIVITY TEST Each detector can have their sensitivity tested(required per NFPA 72, Chapter 7 on Inspection, Testing and Mainte- nance) when installed/connected to an MS-9200 or MS- 9600 addressable fire alarm control panel.-The results of the sensitivity test can be printed off the MS-9200 and MS- 9600,for record keeping. SPECIFICATIONS Voltage range: 15-32 VDC (peak). Standby current: 300 pA @ 24 VDC. LED current: 6.5 mA @ 24 VDC (latched "ON"). Air velocity: 1,500 ft./min. (7.6 m/sec.) maximum. Diameter: 5.0 inches (12.7 cm), 6.2 inches (155 mm) in- stalled in B31OLP Base. Height: 1.7 inches (43 mm) installed in B350LP Base. Weight: 3.6 oz. (102 g). Operating Temperature Range:O'.to-49'C (32o to 120'F) SD350. Operating Temperature Range:0*to 38o'.0 (32'to I 00'F) SD350T. Temperature: 00 - 490C (32o - 120-17). Relative humidity: 10% - 93%, non-condensing. LEXANO is a registered trademark of GE Plastics,a subsidiary of General Electric Company.* Page 2 of 2 — DF-52149 February 15,2001 DF-52121 E-325 FirelfferALarms MMF-300 Series/MDF-300 Addressable Monitor Modules www;firelite.com Section: Addressable Devices GENERAL * Four different monitor modules are available for Fire-Lite Alarm's MS-9200 and MS-9600 intelligent fire alarm control panels to suit a variety of applications. Monitor modules are used to < > supervise a circuit of dry-contact input devices,such as con- ventional heat detectors and pull stations, or monitor and LISTED Approved power a circuit of two-wire smoke detectors (MMF-302). MMF-300 (Replaces M300) —The MMF-300 MOM'- tor Module is a standard-sized module(typically mounts to a 4"[101.6 mm]square box)that supervises either a Class A (Style D)or Class B(Style B)circuit of dry-contact input de- vices. E�*Sbi- MMF-301 (Replaces M301)—The MMF-301 is a Min- iature Monitor Module (a mere 1.3" (33.02 mm) H x 2.76. 10P:: (69.85 mm) W x 0.5" (12.70 mm) D) used to supervise a Class B(Style B)circuit. Its compact design allows the MM :4 301 to be mounted in a single-gang box behind the device it 4 is monitoring. MMF-302 (Replaces M302) —The MMF-302 Inter- face Module is a standard-sized module used to monitor and supervise compatible two-wire, 24 volt, smoke detectors on a Class A(Style D) or Class B (Style B) circuit. ............... Y--: MDF-300 (New) The MDF-300 Dual Monitor Module is a standard-sized module (typically mounts to a 4" [101.0 rvises two Class B (Style B) cir- mm]square box) that supe cults of dry-contact input devices. MMF-300 MONITOR MODULE e Built-in type identification automatically identifies this de- L_J vice as a monitor module to the control panel. MMF-300, MMF-302 and MDF-300 - Powered directly by two-wire SLC loop. No additional terminates the Style B circuit. No resistor is required for su- .power required. pervision of the Style D circuit. Maximum IDC resistance is * High noise (EMF/RFI) immunity, 1,500 ohms. - SEMS screws With clamping plates,for ease of wiring. MMF-300 Operation— Each MMF-300 uses one of - Direct Decade 01 –99(MS-9200)and 01-1.59(MS-9600) 99(MS-9200)or 159(MS-9600)available module addresses entry of address. on an SLC loop. It responds to regular polls from the control - LED flashes green during normal operation and latches panel and reports its type and the status(open/normal/short) on steady red to indicate alarm. of its Initiating Device Circuit(IDC). A flashing LED indicates The MMF-300 Monitor Module is intended for use in intelli- that the module is in communication with the control panel. gent,two-wire systems,where the individual address of each The LED latches steady on alarm (subject to current limita- module is selected using the built-in rotary switches. It pro- tions on the loop). vides either a two-wire or four-wire Class A or Class B fault- MMF-300 Specifications tolerant Initiating Device Circuit(IDC)for normally-open-con- Nominal operating voltage: 15 to 32 VDC. tact fire alarm and supervisory devices. The module has a panel-controlled LED indicator. The MMF-300 can be used Maximum current draw: 5.1 mA (LED on). to replace M300 modules in existing systems. Average operating current: 400 pA(LED flashing). MMF-300 Applications—_ Use to monitor a zone Of EOL resistance: 47K ohms. four-wire smoke detectors, manual fire alarm pull stations, Temperature range: 32*F to 1201F (OOC to 49'C). waterflow devices,or other normally-open dry-contact alarm activation devices. May also be used to monitor normally- Humidity range: 10%to 93% noncondensing. open supervisory devices with special supervisory indica- Dimensions: 4.5" (114.3 mm)high x 4"(101.6 mm)wide x tion at the control panel. Monitored circuit may be wired as 1.25"(31.75 mm) deep. Mounts to a 4" (101.6 mm)square an NFPA Style B (Class B) or Style D (Class D) Initiating x 2.125" (53.975 m.m) deep box. Device Circuit. A 47K ohm End-of-Line Resistor(provided) This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applica- tions or anticipate all requirements. All specifications are subject to change without IS09001 notice. For more information,contactFire-Lite Alarms,One Fi�e-Llte Place,Northford, Connecticut 06472. Phone: (800) 627-3473, Toll Free FAX: (877)699-4105, FAX ENGINf[RING&MANUFACTURING Back:(888) 388-3299. Made in the U.S.A. DF-52121 Page I of 3 MMF-301 MINI MONITOR MODULE MMF-302 INTERFACE MODULE • Built-in type identification automatically identifies this de- - Supports compatible two-wire smoke detectors. vice as a monitor module to the MS-9200. - Supervises IDC wiring and connection of external power • Powered directly by two-wire SLC Loop. No additional source (resettable). power required. - High noise (EMF/RFI) immunity. • High noise (EMF/RFI) immunity. - SEMS screws with clamping plates for ease of wiring. • Tinned,stripped leads for ease of wiring. - Direct-dial entry of address(01-99). • Direct-dial entry of address (01-99). - LED flashes during normal operation (this is a program- The MMF-301 Mini Monitor Module can be installed in a mable option). single-gang junction directly behind the monitored unit. Its - LED latches steady to indicate alarm on command from small size and light weight allow it to be installed without rigid control panel. mounting. The MMF-301 is intended for use in intelligent, The MMF-302 Interface Module is intended for use in intel- two-wire systems where the individual address of each mod- ligent, addressable systems, where the individual address ule is selected using rotary switches. It provides a two-wire of each module is selected using built-in rotary switches. This initiating device circuit for normal ly-op en-contact fire alarm module allows intelligent panels to interface and monitor two- and security devices. The MMF-301 can be used to replace wire conventional smoke detectors. It transmits the status M301 module in existing systems. (normal,open,or alarm)of one full zone of conventional de- tectors back to the control panel. All two-wire detectors be- 1415 0 1 ADDRESS 0 1, ing monitored must be UL compatible with the module. 13 2 2 12 MMF-302 Applications— Use the MMF-302 to monk 3 LOOP 3 tor a zone of two-wire smoke detectors. The monitored cir- 11 4 4 10 5 5 cult may be wired as an NFPA Style B (Class B) or Style D 0—" 0—", 9 8 7 6 9 8 7 6 (Class A) Initiating Device Circuit. A 3.9 K ohm End-of-Line TENS ONES Resistor (provided) terminates the end of the Style B or D (class B or A) circuit (maximum IDC loop resistance is 25 ohms). Install ELR across terminals 8 and 9 for Style D ap- plication. MMF-302 Operation— Each MMF-302 uses one of 159(MS-9600 only)available module addresses on an SLC loop. It responds to regular polls from the control panel and reports its type and the status (open/normal/short) of its Ink tiating Device Circuit (IDC). A flashing LED indicates that the module is in communication with the control panel. The LED latches steady on alarm.(subject to current limitations on the loop). MMF-302 Specifications MMF-301 Applications Use to monitor a single de- Nominal operating voltage: 15 to 32 VDC. vice or a zone of four-wire smoke detectors, manual fire Maximum current draw: 5.1 mA(LED on). alarm pull stations,waterflow devices,or other normally-open Average operating current: 270 pA (LED flashing). dry-contact devices. May also be used to monitor normally- open supervisory devices with special supervisory indica- EOL resistance: 3.91K ohms. tion at the control panel. Monitored circuit/device is wired as External supply voltage (between Terminals T3 and T4): an NFPA Style B (Class B) Initiating Device Circuit. A 47K DC voltage: 18 to 28 volts power limited. Ripple voltage: ohm' End-of-Line Resistor(provided) terminates the circuit. 0.1 VRMS maximum. Current., 90 mA per module maximum. MMF-301 Operation— Each MMF-301 uses one of Temperature range: 32'F to 120OF (O*C to 490C). 159(MS-9600 only)available module addresses on an SLC Humidity range: 10%to 93%noncondensing. loop. It responds to regular polls from the control panel and Dimensions: 4.5" (114.3 mm)high x 4" (101.6 mm)wide x reports its type and the status (open/normaVshort) of its Ini- tiating Device Circuit (IDC). 1.25" (31.75 mm)deep. Mounts to a 4" (101.6 mm) square MMF-301 Specifications x 2.125" (53.975 mm) deep box. Nominal operating voltage: 15 to 32 VDC. MDF-300 DUAL MONITOR MODULE Average operating current: 375 pA maximum. - Built-in type identification automatically identifies this de- EOL resistance: 47K ohms. vice as two monitor modules to the control panel. Temperature range: 32oF to 120oF (O'C to 49'C). - Powered directly by the two-wire SLC loop. No additional power required. Humidity range: 10%to 93% noncondensing. * High noise(EMF/RFI) immunity. Dimensions: 1.3"(33.02 mm)high x 2.75"(69.85 mm)wide - SEMS screws with clamping plates for ease of wiring. x 0.5" (12.70 mm) deep. - Direct-dial entry of address 01 –159 on the MS-9600. Wire length: 6" (152.4 mm) minimum. - LED flashes green during normal operation and latches on steady red to indicate alarm. The MDF-300 Dual Monitor Module is intended for use in intelligent, two-wire systems, where the individual address of each module is selected using the built-in rotary switches. It provides two indepenclant two-wire fault-tolerant Initiating Device Circuits (IDCs) at two separate, consecutive ad- Page 2 of 3 DF-52121 dresses. It is capable of monitoring normally open-contact PRODUCT LINE INFORMATION fire alarm and supervisory devices, or either normally open or normally closed security devices. The module has a single MMF-300 Monitor Module. panel-controlled red LED indicator. MMF-301 Mini Monitor Module. MOF-300 Applications-Use to monitor a zone of four- MMF-302 Two-Wire Detector Monitor Module. wire smoke detectors, manual fire alarm pull stations, MDF-300 Dual Monitor Module. waterflow devices,or other normally-open dry-contact alarm SMB500 Optional Surface-Mount Backbox. activation devices. May also be used to monitor normally- open supervisory devices with special supervisory indica- MOUNTING DIAGRAMS tion at the control panel. Monitored circuit may be wired as an NFPA Style B (Class B) Initiating Device Circuit. The for standard-sized modules 47K ohm End-of-Line Resistors(provided)terminate the Style B circuit. Maximum IDC resistance is 1,500 ohms. MDF-300 Operation - Each MDF-300 uses two of 99 (MS-9200) or 159 (MS-9600) available module addresses on an SLC loop. It responds to regular polls from the control panel and reports its type and the status(open/normal/short) of its Initiating Device Circuit(IDC). A flashing LED indicates that the module is in communication with the control panel. The LED latches steady on alarm (subject to current limita- tions on the loop). MOF-300 Specifications Nominal operating voltage: 15 to 32 VDC. Maximum current draw: 5.1 mA(LED on). Average operating current: 750 pA(LED flashing). EOIL resistance: 47K ohms. Maximum IDC wire resistance: 1,500 Ohms. Temperature range: 320F to 120DF(OoC to 49oC). Humidity range: 10%to 93%noncondensing. Dimensions: 4.5" (114.3 Prim)high x 4"(1101.6 mm)wide x 1.25"(31.75 mm)deep. Mounts to a 4"(1101.6 mm)square x r2.125"(53.975 mm)deep box. Accessories:SMB500 electrical box. INSTALLATION MMF-300,MMF-302 and MDF-300 modules mount direCLIY to a standard 4" (101.6 mm) square, 2.125" (53.975 mm) deep, electrical box. They may also be mounted to the SMB500 surface-mount box. Mounting hardware and instal- lation instructions are provided with each module. All wiring must conform to applicable local codes,ordinances,and regu- lations. These modules are intended for power-limited wir- ing only. The MMF-301 module is intended to be wired and mounted without rigid connections inside a standard electrical box. All wiring must conform to applicable local codes, ordinances, and regulations. ARCH ITECTSVENGI NEERS' SPECIFICATIONS Specifications of these and all Fire-Lite Alarms products are available from Fire-Lite Alarms. DF-52121 Page3of3 April 8, 1998 F-951 IBV2 and OSY2 Fire-LITI15ALarms Suppervisory Switches Section: Conventional Initiating Devices California GENERAL State Fire The System Sensor OSY2 and PIE3V2 are designed for su- Marshal pervising abnormal conditions of water valves. Model 7770-1209:149 PIBV2 is a Post Indicator/Butterfly Valve Supervisory Switch. LISTED cs'69 Model OSY2 is an Outside Screw-and-Yoke Supervisory Switch. S739 BSA MEA FEATURES <S> 750-76-SA 427-91-E Durable metal enclosure. OR9A8.AY Weather resistance. Easy installation. OSY2 suitable for I"through 12"valves. The OSY2 PIBV2 for use on butterfly, post-indicator, and recessed wall-post valves. Switches locked in synchronized position. Rugged terminal block accommodates up to 12 AWG (3-25 MM2). _,Zk 0 -M &S. Two SPIDT switches. a Single side conduit entry, easier to install. No unneces- 12 M, sary plugs! Less expensive fittings! 0 Adjustable actuator(OSY2). Security screws. Tamper indicator option and key removal tools. ............. 1/2"NPT adjustable nipple.(PIBV2). OPERATION IAMPER INDICATION if removed The P1B 112 Both models will give a .... ...... from their mountings, or if the covers are removed (order 544-7000 Switch Kit). Model PIBV2 mounted on a valve with the actuator arm If normally resting against the movable target indicator as- sembly. If the normal position of the valve is altered, the CONSTRUCTION valve stem moves, forcing the actuator arm'to operate the Housing is die-cast metal, with a 1/2"tapped conduit en- switch. The switch will operate between the first and sec- trance. Model OSY2 includes a mounting bracket. ond revolution of the valve control wheel, when properly Overall. dimensions: 8-1/4" (20.955 cm) high x 3-1/2" installed. (8.89b cm)viide x 3-1/4"(8.255 cm)deep. Model OSY2 mounts on an outside screw-and-yoke-type Contactratings: IOA@125/250VAC;2.5A@24VDC gate valve. The actuator normally rests in a recess drilled (TBD).- in the valve stem. If the normal position of the valve is altered,the valve stem moves forcing the actuator arm out Operating temperature ranges: Ambient Air: 32'F to of the recess,and causing the switch to operate. The switch 120*F(O'C to 49*C). will operate between the first and second revolution of the Shipping weight: PIBV2: 2 lbs. (0.907 kg). OSY2: 2.8 valve control wheel, when properly i�stalled. lbs. (1.270 kg). This document is not intended to be used for installation purposes.We try to keep our product information up4o-date and accurate.We cannot cover all specific applications or anticipate all requirements.All speci- fications-are subject to chan'ge without notice. For more information,contact Fire-Ute Alarms,One Fire- ISO VU01 Lite Place,Northford,Connecticut 05472. Phone:(800)627-3473.Toll Free FAX:(877)699-4105,FAX M--1=4-.:Fa a I=I 0=4 Back:(B88)388-3299. ENGINEERING MANUfACTURING WES:vmw.firelite.oc-m. DF-50961 Page of 2 Tamper-Resistant PIBV2 WRENCH for COVER SCREWS COVER Tamper-Resistant TAMPER SCREWS 4.25" Screv�is(pin WFDW) op (88.90 mm) 3-1/2' OSY2 Tamper-proof ASSEMBLED (88.90 Mm WRENCH SPRING (pin WFDW) MOUNTING Actuating MOUNTING SCREWS SPRI G SCREWS CAM TERMINAL TERMINAL BLOCK I Actuating SEAL ACTUATING CAM BLOCK Lever —BASE HOUSING Actuating Lever SETSCREW MOUNTING SETSCREW- <3-1/4" BRACKET Nipple SET SCREWS BASE (82.55 mm) VALVE STEM THREADED HOUSING 3.50" 5-3/4" YOKE 3.25' NIPPLE (88.90 mm) (146.05 mm) (82.55 mm) ASSEMBLED �RETAINING ACTUATING �NUT WASHER H EX "" �—RETAININGNUT ��CARRIAGE/ 'C"CLIP WRENCH LEVER BOLT Actuating Lever (pin HEXW) HEX WRENCH ROLLER (pin HEXW) (2"thru 12"only) WIRING DIAGP"S CLAMPING BAR (slide bar to remove or install) To Power Source Compatible Local Typical Local Bell Connection With Bell com 1 4 BELL Typical FACP Connection L__J L- _J/ Typical Local Bell Connection Supervisory Switch Supervisory Switch ------­----------- 9com BREAK WIRE as shown for B B ------"-------------_--------­- '"oo— To Nons�ii�anceab e End-Of-Line supervision of connection. Initiating2one Resistor DO NOTallow stripped com com com wire leads to extend com of Listed FACP com I beyond switch housing. ...........4 .................................................. Typical FACP Connection DO NOTIoop Wires. APPLECATEONS System Sensor Sprinkler Product's are specifically designed cm) tapped conduit entrance.and incorporate the neces- to meet the stringent performance requirements of sprin- sary facilities for attachment to the valve. A grounding pro- kler and fire detection/alarm systems. vision is provided. The switch assembly shall include two switches,each with a rated capacity of 10 Amp @ 125/250 INSTALLAMON VAC and 2.5 Amp @ 24 VDC. The entire installed assem- Both models are designed for ease of installation and field bly shall be tamper-resistant. PIBV2 or OSY2 shall be Un- maintenance. Installation instructions are packaged with derwriters' Laboratories Inc. listed fo'r indoor and outdoor each switch. PIBV2(A) and OSY2(A) may be mounted use, and Factory Mutual approved. with the actuator pointing DOWN or HORIZONTAL— PRODUCT LINE INFORMATION mounting the switch.with the actuator pointing UP is NOT*ACCEPTABLE. Model Description PlEIV2 Post Indicator/Butterfly Valve supervisory switch ARCHITECTURAVENGINEERING with two SPIDT switches. SPECIFICATIONS PIEV2A Post Indicator/Butterfly Valve supervisory switch Post Indicator/Butterfly Valve Supervisory Switch (PIBV2) with two SPIDT switches (available only in or Outside Screw-And-Yoke Supervisory Switch (OSY2) Canada). shall be installed on each valve as designated on the draw- OSY2 Outside Screw-And-Yoke supervisory switch with ings and/or as specified herein. Switches shall be mounted a mounting bracket and two SPIDT switches. so as hot to interfere with the normal valve operation and OSY2A Outside Screw-And-Yoke supervisory switch with shall be adjusted to operate within two revolutions of the a mounting bracket and two SPIDT switches valve control or when the stem/valve flag has moved no (available only in Canada). more than one-fifth of the distance from its normal posi- tion. The mechanism shall be contained in a weatherproof 544-7000 Tamper kit for OSY2 or PIBV2. die-cast metal housing, which shall provide a 3/4" (1.905 Page 2 of 2 — DF-509611 April 17, 1998, F-950 WFD 10/40 Fire-LIT(5ALarms Waterf low Detectors, 1 8" Section: Conventional Initiating Devices California State Fire System Sensor WFD vane-type Waterflow Detectors de- Marshal tect the flow of water in wet pipe sprinkler pipes. The detectors provide a signal which can be. used by fire 7770-1209:14b detection systems, fire control systems, and auxiliary indicators when waterflow occurs. WFD Series detectors LISTED cs'69 are used for wetpipe sprinkler systems that use ferrous S739 MEA (steel or black iron)piping, 1"lines and larger. Models are < > available to fit both Schedule 10 and Schedule 40 pipe, 427-91-E and for I"and 1-1/2"copper pipe systems. WFD sprinkler IR7A3.AH equipment products are specifically designed to meet the stringent performance requirements of sprinkler and fire V- detection/blarm systems. The design of these devices emphasizes ease of installation and field maintenance. amM M, FEATURES Sealed retard. Visual switch activation. Rugged switch assembly. Heavy-duty aluminum pipe saddles. Durable metal enclosure. R�gged terminal block accommodates wires up to 12 AWG (3.25 MM2). J, I IT Three-year limited warranty. ------------ Two SPDT synchronized switches. Tamper-resistant assembly. W Optional tamper indicator. Steel U-bolts provide secure mounting. Impact- resistant cover protects mechanism. I"through 8" models available. Schedule 10/40 pipe. Adjustable delay(0 to 70 seconds). When water stops'flowing,the vane is no longer deflected SEMS clamping plate. and a spring draws the actuator arm of the linkage back Water resistant. against the stops on the,pneumatic delay shaft, closing Vertical or horizontal mounting. the switch levers and returning the device to its normal Adjustable pneumatic delay prevents false alarms due to condition. Observe switch activation with-cover open. water surges. The pneumatic delay mechanism is adjustable within a Serviceable without draining pipe. range of 0 to 70 seconds. It incorporates an automatic, Requires no power to operate sensing mechanism. noncumulative reset to accommodate a sequence of surges Improved self-guiding security screws and removal tool. without acquiring an accumulated delay greater or less than the preset value. As shipped, the adjustment dial is Useful for waterflow rates up to 15 feet per second(4.57 "set for a delay of 20-30 seconds: but any value within the meters per second), 0-to 70-second range can be selected in the field. OPERATION APPLICATIONS ' Water flowing in the pipe deflects.the WFD's vane,which WFDs are used in wetpipe,sprinkler systems to signal operates a linkage to release the pneumatic delay shaft. waterflow of 4 to 10 GPM. The flow could be due to the The stop on the shaft then releases the switch levers at a opening of one or more sprinkler heads oi�test valves, or it rate determined by the presetting of the pneumatic delay could be due to leakage or rupture of the piping. mechanism. When the shaft and its stops have pulled far enough away, the spring operated switch levers actuate By the appropriate choice of installation sites, the WFDs both SPDT switches, which each have NO and NC termi- can be used to signal general flow (installed in-mains) or nals that can be used to initiate an alarm or auxiliary flow by zones (installed in,branch lines). Either horizontal indication. or vertical pipes can be utilized. This document is not intended to be used for installation purposes.We try to keep our product information up-to-date and accurate.We cannot cover all specific applications or anticipateall requirements.All speci fications are subject to change Without notice. For more information,contact Fire-Lite Alarms,One Fire- I ZS,0 9001 Lite Place,Northford,Connecticut 06472. Phone:(800)627-3473,Toll Free FAX:(877)699-4105,FAX =4;:liv 14 111 Zi I=4- Back-(BBS)358-3299 ENGINEERING&MANUFACTURING WEB:www.firelite.corn DF-50943 Page I of 2 Common usages of WFDs include operating a bell or nism to protect the device. horn at the riser and signaling a control panel or master box. PRODUCT LIN.E INFORMATION If the WFDs are used at the upper limits of their tempera- MODEL DESCRIPTION ture ranges, especially at a 100%duty cycle,their working VVFD20 WFD Waterflow Detector, Schedule 10/40,2" life may be significantly shortened. WFD25 WFD Waterflow Detector, Schedule 10/40,*2-112" CAUTION: The vane and linkage of the WFD can be WFD30 WFD Waterflow Detector, Schedule 10/40,3" damaged by the sudden rush of water when the control WFD35 WFD Waterflow Detector, Schedule '10140, 3-1/2" valve opens. DO NOT use vane-type! waterflow detectors WFD40 WFD Waterflow Detector,Schedule 10/40,4" in drypipe sprinkler systems, deluge systems, or pre-ac- tion systems. Use a pressure actuated detector on such WFD50 WFD Waterflow Detector, Schedule 10/40,5" systems instead.- WFD60 WFD Waterflow Detector, Schedule 10/40,6" INSTALLATION WFD80 WFD Waterflow Detector,Schedule 10/40,8" The details of proper location and the method of installing WFDT WFD Waterflow Detector, FITS: 1", 1-1/4", 1-1/2" the detector on the pipe are contained in the installation ferrous and brass threaded tees;1",1-1/4", 1-1/2",2" sheet packed with each detector. Briefly, a properly cen- copper sweat tees; V CPVC tees; and 1-1/2" poly- tered hole is made in the drained pipe. The edges of the butylend tees. . Vane are squeezed together sufficiently to allow it to be 546-7000 Tamper Switch Kit for WFD Detectors. inserted through the hole as the detector is set in place on A3008-00 TimerMsembly for Waterflow Detectors,2"to 8"sizes. the pipe. A U-bolt clamps the saddle of the detector Black. against the pipe, sealing the O-ring around the hole to WFDW* Tamper-Proof Wrench for metal cover(WFD Detec- prevent leakage and securing the detector in place. Loop tors and WFDT). wiring is connected to the switches as appropriate. Tamper- resistant screws hold the cover in place over the mecha- WFDN4 NEMA-4 gasket kit for WFD Series. *Note: Master-packed, 6 waterflow detectors per box Tamper-proof wrench Cover CONSTRUCTION & OPERATION (P/N WFDW) ELECTRICAL: Contact Ratings: 10 A @ 125 VAC, 2.5 A g 24 VDC. MECHANICAL: Triggering Threshold Bandwidth (Flow Rate): 4 — 10 GPM, minimum. Mechanical Delay Adjustment: Switch enclosure 1 1 1 2 3 4 5 (Replacement Dial Setting P/N A77-01-02) Seconds(±50%) 1 0 1 15 1 30 45 55 70 Delay mechanism Ground screw Operating.Temperature Ranges: (Replacement provided P/N A3008-00) Ambient Air., 32'F to 120*F (O*C to 49'C). Conduit entrance System Water: 327 to 100*F (O'C to 43'C). Mounting Major Component Materials: aluminum saddle, steel u- P':te U-bolt nut bolt,cast aluminum mounting plate,epoxy painted metal a cover, polyethylene vane. Pipe ddle Overall Dimensions, Installed (HWD): Plastic vane .(P.D; +3.5" H) x(P.D. +3.0"W)x(6.7"D). Ambient Air Compatible Pipe: Steel water pipe, Sched- Row paddle opposite ule 10/40 (copper models available). of flow arrow while inserting Static Pressure Rating: 250 PSI maximum (2"—8"). Shipping Weight: Varies from 4 lbs. to 7 lbs. (1.81 to Saddle gasket 3.17 kg.) according to size. Pipe ENGINEERING SPECIFICATIONS Vane-Type Waterflow Detectors shall be installed on sys- tem piping as designated on the drawings and/or as speck fled herein. Detectors shall mount on any clear pipe span of the appropriate nominal size, either a vertical or hori- zontal run,. at least 6" (15.24 cm) from any fittings or valves which may change.water direction, flow rate, or pipe diameter, or no closer than 24" (60.96 cm)to a valve or drain. The detector shall respond to waterflow in the specified direction after a preset time delay which is field adjustable. The actuation mechanism shall include a WDFS!ze HoleSlze polyethylene vane inserted through a hole in the pipe and 2 to 3-1/2 1-1/4 in. U-bolt connected by a mechanical linkage to the delay mecha- 4 to 8 2 in. nism. Outputs shall consist of 10 A(Dual S PDT Switches/ — Form-C Contacts). A conduit entrance for standard fit- J tings of commonly used electrical conduit shall be pro- WFD 27.8" vided on the detectors. All detectors shall be listed by, .Page 2 of 2 D�-50943 Underwriters Laboratories, Inc., fo.r indoor or outdoor use. April 23,2001 DF-52176 E-600 D35OP/D35ORP . Rre-LMD�ALarms Intelligent Addressable Photoelectronic Duct Smoke Detector www.firellte.com Section: Addressable Devices GENERAL The new D350 and D350RP addressable photoelectric duct smoke detectors are used exclusively with the Fire-L!te MS- 9600 addressable fire alarm control panel.Since these duct, detectors are add ressable,,they will help emergency person- RVI nel quickly locate 6L fire during its early stages, potentially 3240-0075:189 saving precious rescue time while also reducing property damage.The D35DRP offers the same features as the D350 while adding a Form-C relay. AnHVAC system supplies conditioned air to virtually every area of a building. Smoke introduced into this air duct sys- tern is thus distributed to the entire building. Smoke detec- tors for use in air duct systems sensethe presence of smoke E in the duct. The D350P and D35ORP a!r duct smoke detectors are pho- toelectric detectors,combining this detection technology with an efficient housing design that samples air passing through the duct, allowing detection of a developing hazardous con- D350P dition. When sufficient smoke is sensed, an alarm signal is initiated:at,th e fire control panel monitoring the detector,and appropriate actioncan be taken to shut off fans and,blowers and to change over air handling systems, etc.This can iso- late toxic smoke and fire gases or prevent their distribution thoughout areas served by the duct system. control panel specifications for wiring requirements before Two LED's on each detector light to provide a local, visible wiring the detector loop.The D350P/D35ORP detector is de- alarm indication. A remote alarm output is provided for use signed 'for ease of wiring;'the housing provides a terminal with auxiliary devices.The D350P and D350RP have remote strip with clamping plates. test capability with the RTS451/RTS451 KEY Remote Test Station,as well as remote communication using the RA40OZ Remote LED annunciator capability is available as an op-' ala�rn LED. tion. Each duct smoke detector can only be wired to one re- mote accessory. APPLICATIONS Duct smoke detectors have the following limitations: SPECIFICATIONS - NOT a substitute for open-area smoke detectors. D350P - NOTa.substitute for early warning detection. Operating voltage range: 15 to 32 VDC. - NOT a replacement for a building's regular fire detection Standby current: 300 pA @ 24 VDC (one communication system. every 5 seconds with LED blink enabled). Call your Fire-Lite'distributor for a copy of System Sensor's Operating temperature range:320 to 1310 F(00 to 55'C). application guide, Proper Use of Smoke Detectors in Duct Humidity range:,10%to 93%(non-condensing). Applications(A06-1 004-00). Duct air velocity: 500 to 4,000 feet/mlin. (152.4 to 1219.2 meters/min.). INSTALLATION Dimensions: 14.375"(365.125 mm)wide)(5.500" (13.970 Wiring: For signal wiring (t�e wiring between detectors or mm)high x 2.750"(69.850 mm)deep. from detectors to auxiliary d6vices), it is recommended that Options: single conductor wire be no smaller than 18 AWG(0.75 mm2). RTS451, RTS451 KEY, RA40OZ. Separate auxil- The duct smoke detector terminals accomodate wire sizes iary,power not required. up to 12AWG (3.25 mm2). Flexible conduit is recommended D35ORP for the last foot(30.48 cm) of conduit:solid conduit connec- Operating voltage range: 15 to 32 VDC (comm. line volt- tions may be used if desired. ag6)and 24 VACNDC or 120/240 VAC auxiliary power(s-epa- Smoke detectors andalarMsyStern control panels have spedl- rate source). NOTE. The.D350RP requiresa separate aux- fications for Signaling Line Circuit(SLC)wiring. Consult the iliary Source. This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate, We cannot cover�all specific applica- tions or anticipate all requirements. All specifications are subject to change without IS0. 9001 notice. For more information,contact Fire-Lite Alarms,One Fire-Lite Place,Northford, Ir-9=1:4V a 1 0 Connecticut 06472. Phone: (800) 627-3473, Toll Free FAX:(877) 699-.4105i FAX ENGINEERM&MMUFACTURING lBack:(888) 388-3299. DF-52176. Pago I of 2, Standby current: 300 pA @ 24 VDC (one communication PRODUCT LINE INFORMATION every 5 seconds with LED blink enabled). D350P Addressable duct detector housing with Auxiliary power current draw(@ 24 VDC):26 mA(standby), photolectric smoke detector. 87 mA(alarm). D35ORP Addressable I duct detector housing with Operating temperature range:320 to 1310 F(00 to 551 C). photolectric smoke detector and DPDTrelay. Humidity range: 10%to 93%(non-condensing). ST-1.5 Metal sampling tupe,duct widths I'to 2'(see Duct air velocity: 500 to 4,000 feet/min. (152.4 to 1219.2 table at left for metric lengths). meters/min.). ST-3 Metal sampling tupe,duct widths 2'to 4'. Dimensions: 14.375" (365.125 mm)wide x 6.500"(13.970 ST-5 Metal sampling tupe,duct widths 4'to 8'. mm)high x 2.750"(69.850'mm)deep. ST-1 0 Metal sampling tupe,duct widths 8'to 12". Options:.RTS451, RTS451 KEY,RA40OZ.APA451. RA40OZ Remote annunciator alarm LED. RTS451 Remote test station. Mounts in slngle�gang Relay contact ratings:2-Form-C,DPDT,10 A @ 250 VAG, box. Includes red alarm LED and magnet 10 A @ 30 VD0 (resistive). Minimum switching current of test switch. 100 mA @ 5 VDC. RTS451KEY Key-activated remote test station. INLET TUBE SELECTION F36-09-0'0 Replacement filters. M02-04-00 Replacement test magnet. Outside Duct Width Inlet Tube* A5053FS Replacement photoelectric sensor board. A5067 Replacement power board(without.relay). A5060 Replacement power board (with relay). Up to 2 feet(0.6096 m) ST-11.5 2 to 4 feet(0.6096to 1.2192 m) ST-3 4 to 8 feet(1.2192 to 2.438 4 m) ST-5 8 to 12 feet(2.4384 to 3.6576 m) ST-1 0 *NOTE. Inlet tube is required and must be purchased separately.Order one inlet tube for each duct smoke detec- tor ordered., A Pag�2 6t.2 L11--b2l H July 2,2004 DF-51780- G-520 Wheelock RSS and RSSP Series Fire-LIWALarms Single-and Multi-Candela Strobes and Strobe Plates www.firelife.com Section: Audio/Visual Devices GENERAL- California Wheelock's patented Series RSS Strobe Appliances and State Fire Series RSSP'Strobe Plates have lower current drawwhile Marshal maintaining outstanding performance, reliability and cost 7125-0785:141 .effectiveness. Those versatile appliances will satisfy vir- CS 356 tually all requirements for indoor, wall or ceiling mount S5391 applications. MEA , Strobe options for wall mount models include 15/75 or Wheelock's Patented MCW multi-candela strobe with field 151-92-E Vol.XIX,XX selectable candela settings of 15/30175/1 10cd,Ceiling mount Vol. XXIV (RSS-24MCW-FR, -FW) APPROVED models include the patented MCC muld-candela ceiling strobe with field selectable intensities of 15/30/75/95cd or the-high intensity MCCH strobe with field selectable 11 5/177cd. All models may be synchronized when used in conjunction with the-Wheelock SM, DSM Sync Modules or a Power Supplies with Wheelock's Patented Sync Protocol. Syn- chroniied strobes can eliminate possible restrictions on the N, number of strobes in the field of view.Wheelock's synchro- _24 nized strobes offer an easy wayto comply with ADA recom;- mendations concerning photosensitive epilepsy as well as 3- V meeting the requirements of NFPA 72. Wheelock's Se'ries RSS Strobes employ a Patented Integral Strobe Mounting Plate that can be mounted to a single gang, RSS Round Series RSS double gang,4"square,I 00mm European backboxes or the SHBB surface backbox.If the flush backbox has side or top space between it and the finished Wall,the NATP(Notifica- tion Appliance Trimplate)may be used.It provides an addi- tional.65"of trim for the Appliance.An attractive cover plate is provided for a clean,finished appearance on all models. i-wi Or The Series RSSP Multi-Candela Strobe Plates are a cost effective way to retrofit required wall strobe appliances to �T' bells, horns, chimes, multitones; or speakers and easily mounts to standard 4" backboxes; or for surface mount Multi-Candela Indicator use with Wheelock's SBL2 surface backbox. (bottom of Strobe Lens) FEATURES - Wall mount Multi-Candela models are available with Series RSSP Field Selectable Candela Settings of 15130/ 751110cd or 135/185cd. Single Candela models are available in ADA/NFPAIUFC/AN'Sl compliant. Meets 0SHA 29 Part 15/75cd 1910.165 - Ceiling mount Multi-Candela models are available with field selectable candela settings of 15/30/75/95cd.or GENERAL NOTES 1 15/177cd. - RSS/RSSP Series strobe products are listed under UL - Strobes produce 1 flash per second over the 1971 for indoor use with a temperature range of 32'F to regulated voltage range - 120'F(O'C to 49'C) and maximum humidity of 93% - 12 and 24 VDC models with wide UL "Regulated Volt- 2%). age" using filtered (DC.) or unfiltered VRMS input volt- - "Regulated voltage range".is the newest terminology age used by UL to identify the voltage range. Prior to this - Synchronize with Wheelock SM,DSM or Power Supplies change, UL used the terminology"Listed voltage range." with built-in sync protocol Fire-Lite@ Alarms is a Honeywell company. This document is not Intended to,be used-for installation purposes. We try to keep our product Information up-to-date and accurate. We cannot cover all specific applications or anticipate all IS09001 requirements. All specifications are subject to change without notice. KRIM-.I a 111= For more Information, contact Fire-Lite Alarms, One Fire-LIte Place, Northford, Connecticut 06472. MGMS&MANUFAM111111111 Phone: (800) 627-3473, Toll-Free FAX: (877) 699-4105. QUA[ITY SYSTEMS DF-51780-07/02/04 —,Page I of 4 A-W-A R-N-IN G-! PLEASE READ THESE SPECIFICATIONS AND ASSOCIATED INSTALLATION INSTRUCTIONS CAREFULLY BEFORE USING, SPECIFYING OR APPLYING THIS PRODUCT. FAILURE TO COMPLYWItH ANY OF THE FOLLOWING INSTRUCTIONS,CAUTIONS AND WARN IN GS COULD RESULT IN IMPROPER APPLICATION,INSTALLATION AND/OR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION,WHICH COULD RESULT IN PROPERTY DAMAGE,AND SERIOUS INJURY OR DEATH TO YOU AND/ OROTHERS. NOTE: Due to continuous development of our products,specifications and offerings are subject to change without notice in accordance with Wheelock, Inc. standard terms aAd conditions. MODEL NUMBERS OFFERED BY NOTIFIER WALL/ SYNC #MODEL SQUARE AGENCY APPROVALS NONI- STROBE 12/24 MOUNTING OR MODEL CEILING SYNC W/SM, CANDELA VDC COLOR OPTIONS*** - MOUNT DSM REDANHITE ROUND LIL FMEATCSFM FIVI BFP RSS-24MCW-FR WEII x x . 15/30/'75/110 24 Red B,D,E,F,GHJ,N,OR,X SquEre x x x x x RSS-24MCW-FW WdI x x 15/30/75/110 24 wtite B.D.E,F.GH,J,N.0,R,X SquEre x x x x x RSS-241575W-FR WEII x X 15(75 on Axis) 24 Red B,D,E,F,GHJ,N.0,R,X SquEre x x x x x RSS-121575W-FR WEil x x 15(75 on Axis) 12 Red B,D,E,F,CH.J,N,OR,X SquEre x x X x x RSS-24MCC-FR Ceilirg x x 15/30/'75/95 24 Red B,D,E,F.GH,J,N,OR,X SqLue x x RSS-24MCC-FW CEiling x x 15/3on5/95 24 whte B,D,E,F,CHJ,N,OR,X. Squae x x RSS-24MCCR-FW Cdlirg x x 15/3on5/95 24 Whte B,D,E,F,GiHJ,N,OR,X R ou)d x x RSS-24MCCH-FW Cdlirg x X 115/177 24 Whte B,D,E,F,C-;HJ,N,OR,X S quEre x RSS-24MCCH-FR CEiling x x 115/177 24 Red B,D,E,F,GHJ,N,CR,X SquEre x RSS-24MCCHR-FW CEilirg x x 115/177 24 Whte B.D,E,F,CH,J.N,OR,X R ound x RSSWP-2475W-FR* well x x 750-31-F 24 Red B,D,E,F,GHJ,N,OR,X SquEre X X X X ***Refer to Notifier data sheet DN-6111 for mounting options. Table 1:Average RMS Current* RSSIRSSP RSS/RSS-Wall Mount RSS-Ceiling Mounth 24VDC 241575W 24MCW 24MCC 24MCCH Models 1575cd 15cd 30cd 75od 110cd 15cd 30cd 75cd 95cd 115cd 177cd 16 vdc 1 0.101 0.062 0.102 0.192 0.265 0.068 0.112 0.211 0.292 0.300 0.420 24 vdc 0.064 0.41 0.065 0.116 0.155 0.045 0.072 0.128 0.171 0.195 0.270 33 vdc 0.047 0.032 0.047 0.081 0.107 0.035 0.052 0.089 0.118 0.145 0.190 RSS/RSSP RSS/RSSP Wall Mount 24 VIDC *Average RMS Current is per UL average RMS method and Average Mean Current is per UL Models 121575W average mean method. 12 volt models use average mean current. 8 vdc 0.336 For rated In Rush and Peak current across the UL listed voltage range for both filtered DC 12 vdc 0.179 and unfiltered VRMS(FWR),see installation instructions. 17.5 vdc 0.136 SYNC MODULES/POWER SUPPLY Table 2. Audibles/Speakers for RSSP Strobe Plate MODEL ORDER INP UT AVERAGE MEAN MOUNTING Product. Series NUMBER CODE VOLTAGE CURRENT OPTIONS Multitone Appliances' AMT,MT (VDC) ca) 24 VDC Horns AH,NH, HS SM-12/24-R 6369 24 .028 W ,DSM-'2/24-R 6374 24 .035 W Motor Bells MB-G6/G10 NOTES: Speakers ET-1 0 10/1080,E70, ET70 SM Sync Module is rated for 3.0 amperes @ 24 VDC. Chimes CH70 IDSM Sync Module is rated for 3.0 amperes per circuit.The maximum number of interconnected DSM modules is twenty(20). Page 2 of 4 - DF-51780-07/02/04 WIRING DIAGRAMS From To NEXT PRECEDING + + DEVICE FIGURE 1: RSSIRSSP device. '4W DEVICE or FACP or EOLR From + + To NEXT From + + To NEXT PRECEDING DEVICE PRECEDING STROBE DEVICE, or EOLR STROBE, SYNC MODULE, SYNC MODULE, or EOLR or FACP orFACP Eli 5765w1r3.wmf 5765wirl.wmf n STROBE AUDIBLE FIGURE 2: Strobelplate assembly with audible FIGURE 3: Strobelplate assembly with audi.ble and visible operating in unison. and visible operating independently. From + + To NE.XT PRECEDING DEVICE DEVICE, orEOLR SYNC MODULE, or FACP 5765wir2mmf STROBE AUDIBLE FIGURE 4: RSS/RSSP devices synchronized with DSM Module;single Class"A" NAC circuit. For details on using SM or DSM DSM Sync Modules Installation instructions#P83123 (for SM) 0 SYNC+ or#P83177(for DSM). S),SYNC- FACP STROBE NAC Z CIRCUIT OUT -4\) + OUT 1 (S- —& + IN I RSS RSS RSS (D- (KMI us 1 0 + AUDIBLE -AUDIBLE FIGURE 6: RSS/RSSP devices MINUS 2 synchronized with multiple DSM Modules. STROBE NAC + IN 2 INTERCONNECTING WIRING SHOWN. 5765wlr4.wmf CIRCUITRETURN MAXIMUM OF TWENTY(20)DSM MODULES. ..........-.......... DSM #1 FIGURE 5: RSS/RSSP devices synchronized FACP STROBE-& with SM Module single Class"B" NAC circuit. NAC & SYNC+ RSS RSS CIRCUIT (D SYNC- FACP SM —G) + STROBE STROBE DSM #2 NAC CIRCUIT STROBE EOLR STROBE NAC SYNC+ CIRCUIT -(D SYNC- . + AUDIBLE DSM #3 E 0 R L STROBE L J.�syyN�+ RSS RSS NAC C+ A DIBLE CIRCUIT s c C_ 5765wir6mmf DF-51780 07102/04 Page 3 of 4 V CONTACTWHEELOCK FOR THE CURRENT"INSTALLATION INSTRUCTIONS"AND"GENERAL INFORMATION".SHEET(P82380)ON THESE PRODUCTS.THESE DOCUMENTS UNDERGO PERIODIC CHANGES.IT IS IMPORTANT THAT YOU HAVE CURRENT INFORMATION ON THESE PRODUCTS.THESE MATERIALS CONTAIN IMPORTANT INFORMATION THAT SHOULD BE READ PRIORTO SPECIFYING OR INSTALLING THESE PRODUCTS, INCLUDING: TOTAL CURRENT REQUIRED BYALLAPPLIANCES CONNECTED TO SYSTEM SECONDARY POWER SOURCES. FUSE RATINGS ON NOTIFICATION APPLIANCE CIRCUITS TO.HANDLE PEAK CURRENTS FROM ALL APPLIANCES ON THOSE CIRCUITS: ADDING,REPLACING OR CHANGING APPLIANCESOR CHANGING CANDELA SETTINGS WILL AFFECT CURRENT DRAW. RECALCULATE CURRENT D, RAW TO INSURE THAT THE TOTAL AVERAGE CURRENT AND TOTAL PEAK REQUIRED BY ALL APPLIANCES DO NOT EXCEED THE RATED CAPACITY OF THE POWER SOURCE OR FUSES. COMPOSITE FLASH RATE FROM MULTIPLE STROBES WITHIN A PERSON'S FIELD OF VIEW. THE VOLTAGE APPLIED TO THESE PRODUCTS MUST BE WITHIN THEIR"REGULATED VOLTAGE RANGE". INSTALLATION OF 110 CANDELA STROBE PRODUCTS IN SLEEPING AREAS. INSTALLATION IN OFFICE AREAS AND OTHER SPECIFICATION AND INSTALLATION ISSUES. USE STROBES ONLY ON CIRCUITS WITH CONTINUOUSLY APPLIED OPERATING VOLTAGE. DO NOT USE STROBES ON CODED OR INTERRUPTED CIRCUITS IN WHICH TH E APPLIED VOLTAGE IS CYCLED ON AND OFF AS THE STROBES MAY NOT FLASH. FAILURE TO COMPLYWITH THE INSTALLATION INSTRUCTIONS OR GENERAL INFORMATION SHEETS COULD RESULT IN IMPROPER INSTALLATION,APPLICATION,AND/OR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION,WHICH COULD RESULT IN PROPERTY DAMAGE AND SERIOUS INJURY OR DEATH TO YOU AND/OR OTHERS. CONDUCTOR SIZE(AWG),LENGTH AND AMPACITY SHOULD BE TAKEN INTO CONSIDERATION PRIOR TO DESIGN AND INSTALLATION OF THESE PRODUCTS,PARTICULARLY IN RETROFIT INSTALLATIONS. Wheelock products must be used within their publish'ed specifications and must be PROPERLY specified,applied,installed,operated, maintained and operationally tested in accordance with their installation instructions at the time of installation and at least twice a year or more often and in accordance with local, state and federal codes, regulations and laws. Specification, application, installation, operation, maintenance and testing must be performed by qualified personnel for proper operation in accordance with all of the latest National Fire Protection Association(NFPA), Underwriters'Laboratories(UL),National Electrical Code(NEC),Occupational Safety and Health Administration (OSHA), local,state, countyj province, district, federal and other applicable building and fire standards, guidelines,regulations,laws and codes including,but not limited to,all appendices and amendments and the requirements of the local authority having jurisdiction (AHJ), ARCHITECTS'AND ENGINEERS'SPECIFICATIONS The visual notification appliances shall be Wheelock Series RSS Strobe Appliances or approved equals.The Series RSS shall meet and be listed for UL Standard 1971 (Emergency Devices for the Hearing-Impaired)for Indoor Fire Protection Service. The strobe shall be listed for indoor use and shall meet the requirements of FCC Part 15 Class B. The strobe appliances shall produce a flash rate of one(1)flash per second over the Regulated Voltage Range and shall incorporate a Xenon flashtube enclosed in a rugged Lexan@ lens.All inp'uts shall be compatible with standard reverse polarity supervision of circuit wiring by a Fire Alarm Control Panel(FACP).When Strobe Plates are to be installed,they shall be the Wheelock Series RSSP Strobe Plate and shall have the same electronic circuitry as the Wheelock Series RSS. The Series RSS Strobe shall be of low current design.Where Multi-Candela appliances are specified,the strobe intensity shall have field selectable setti ngs and shall be rated per UL Standard 1971 at 15/30/75/11 Ocd or 135/185cd for wall mount and 15/30/75/95cd or 11 5/177cd for ceiling mount.,The selector switch for selecting the candela shall be tamper resistant. The 1575 candela strobe shall be specified when 15 candela UL Standard 1971 Listing with 75 candela on axis is required (e.g.ADA compliance). When synchronization is required,the appliance shall be compatible with Wheelock's SM,DSM Sync Modules or a Power Supply with built-in Patented Wheelock Sync Protocol.The strobes shail not drift outo' f synchronization at any time during operation.If the sync module or Power Supply fails to operate,(i.e.,contacts remain closed),the strobe shall revert to a non- synchronized flash rate.The strobes shall be cle signed for indoor surface of flush mounting. The Series RSS Strobe Appliances shall incorporate a Patented,Integral Strobe Mounting Plate that shall allow mounting to single-gang,double-gang, 4-inch square, 1 00mm European type backboxes,or the SHBB Surface Backbox.If required, an NATIP(Notification Appliance Trimplate)shall be provided.An.attaching cover plate shall be provided to give the Appliance and attractive appearance.The Appliance shall not have any mounting holes or screw heads visible when the installation is completed. The Series RSSP Multi-Candela or single candela Strobe Plate shall mount to either a standard 4 inch square backbox for flush mounting,or the Wheelock SBL2 backbox for surface mounting. All notification appliances shall be backward compatible.NOTE:Due to continuous development of our products,specifica- tions and offerings are subject to change without notice in accordance with Wheelock,Inc.standard terms and conditions. Page 4 of 4 — DF-51780-07102/04 Firel ffeoA-Larms October 19,1998 Wheelock G-505 incorporaTeD NS/NS4 Series Horn Strobes and NH Series Horns Section: Audio/Visual Devices GENERAL Whee-lock's new devices, the NS/NIS4 Series Horn Strobes and the NH Series Horns,feature low current design with re- duced inrush. The horn devices provide a selectable continu- ous horn tone or a temporal pattern.(Code 3)tone when con- E 5946 CS 243(NH) 0D7A4.AY stant voltage from a-Fire Alarm Control Panel(FACP)is ap- CS 356 (NSINS4: plied. Each tone has two dB settings to choose from. All 15 cd,.75 cd,&110 cd) models(hom'only or horn with strobe)may be synchronized when used in conjunction with SM or DSM Sync Modules. California State Fire Additionally,the horn may be silenced while maintaining strobe Marshal MEA activation ofthe NS/NS4 Series hom-strobe devices. All of 7125-0785:142 151-92-E these features are achievable with either the patented two- wire NS Series or with the four-wire NS4 Series models. The NSINS4 Series horn-strobe devices and the NH horn devices are designed for maximumperformance,reliability,and cost-effectiveness while meeting or exceeding the latest re- ........ .... quirements of NFPA 72(National Fire Alarm Code),ANSI I I NSANS4 (American National Standard for Accessible and Usable Bi Hom ings and Facilities),and UL Standard 1971 (Standard for S, lg- naling Devicesforthe Hearing Impaired),and UL464(Audible Strobe Signal Appliances). NS/NS4 audible strobe devices,'when properly specified and installed in accordance with NFPAIANSI standards,can provide the Equivalent Facilitation allowed under ADA Accessibility Guidelines (ADAAG General Section 2.2) by meeting or exceeding the illumination which results from the ADA-specified strobe intensity of 75 candela at 50 feet (15.24 m). This is an illumination of 0.030 lumens per square foot. When used with the Wheelock SM or DSM Series Sync Mod- ules,the continuous.horn tone produces a synchronized tem- poral(Code 3)tone. This ensures a distinct temporal(Code 3)pattern when two or more horns are within hearing distance. If not synchronized,the temporal sound could overlap and not be distinctive. Additionally,if strobes on the same circuit are NH Hom synchronized,this provides the ability to comply with ADA rec- ommendations concerning photosensitive epilepsy and to meet NFPA requirements when installing two or more-visual devices within the field of view. All of this,,plus the ability to silence the horn,is achieved by using only two wires(NS/NH). FEATURES ADA/NFPAIANSI compliant.Meets OSHA29 Part 1910.165. Low current draw and reduced inrush. Wall-mount only. -. Available with 15, 15175, 30, 75,.and 110 candela strobe Two selectable tones and dB levels: intensities. Continuous tone:anechoic,90 or 95 dB;reverberant,82 or - 15/75 candela wall-mounted strobes are listed at IS candela -88 dB @ 24 VDC. under UL Standard 1971 and meet 75 candela intensity on Temporal Code 3 tone:anechoic,90 or 95 dB;reverberant, axi's for ADA guidelines with low current draw. 75 or 82 dB @ 24 VDC. - Two versions available: two-wire for both horn and strobe; Patent pending Universal Mounting Plate for single-gang, fo ur-wire model. double-gang, 4" (10.16 cm)square, or 100 mm European - Non-sync and sync in one model(synchronization requires a backboxes,or Wheelock's SHBB shallow surface backbox. SM or DSM Sync Module). - No additional trim plates required. - Matching horn in.12/24 volts(selectable). This document is not intended to be used for installation purposes. We try to keep our product information up-to-date'and accurate. We cannot cover all specific applications or ISO-9001 anticipate all requirements. All specifications are subject to change without notice. For Engineering and Manufacturing more information,contact Fire-Lite. Phone:(203)484-7161 FAX:(203)484-7118 Quiility System Certified to Flre.LlTe*ALarms International Standard ISO-90 rcorrorweo One Fire-Lite Place,Northford,Connecticut 06472 01 DF-51988 Page I of 4 GENERAL NOTES NH Series homs are listed under UL 464 for audible signal Strobes are designed to flash at I flash per second minimum appliances. from 20 to 31 VDC(for 24'VDC models),or 10.5 to 15.6 VDC A!_W�ARN�INGI� (for 12 VDC models). Note that NFPA-72(1996)specifies a PLEASE READ THESE SPECIFICATIONS AND ASSOCIATED flash rate of I to 2 flashes per second,and,ADA guidelines INSTALLATION INSTRUCTIONS CAREFULLY BEFORE USING, specify a flash rate of I to 3 flashes per second. SPECIFYING, OR APPLYING THIS PRODUCT. FAILURE TO All candela ratings represent minimum effective strobe inten- COMPLY WITH ANY OF THE FOLLOWING INSTRUCTIONS, sity based'on UL 1971. CAUTIONS,AND WARNINGS COULD RESULT IN IMPROPER NS/NS4 Horn Strobe products are listed under UL 1971 for APPLICATION,INSTALLATION AND/OR OPERATION OFTHESE indoorusewith a temperature range of 32*Fto 120*F(O'Cto PRODUCTS IN AN EMERGENCY SITUATION,WHICH COULD 49*C)and maximum hum idity of 85%. RESULT IN PROPERTY DAMAGE,AND SERIOUS INJURY OR DEATH TO YOU AND/OR OTHERS. .ORDERING INFORMATION MODEL NUMBER INPUT STROBE' MOU1NnNG INPUT. STROBE MOUN71NG VOLTAGE CANDELA OPTIONS* MODEL NUMBER VOLTAGE CANDELA OPTIONS* NS-2415W-FR 24 VDC 15 B,D,F,G,X NS4-2415W-FR 24 VDC 15 B.D,F,G,X NS-241575W-FR 24 VDC 15175 B.D,F,G,X NS4-241575W-FR 24 VDC 15175 B.D,F,G,X NS-2430W-FR 24 VDC 30 B.D,F,G,X PA NS4-2430W­FR 24 VDC 30 B.D.F.G,X NS-2475W-FR 24 VDC 75 B.D,F,G,X NS4-2475W­FR 24 VDC 75 B,D,F,G,X NS-2411OW-FR 24 VDC 110 B,D,F,G,X NS4-241 I OW-FR 24 V D-C 110 B.D,F,G.X NS-i21575W-FR 12 VDC 15175 B.D,F.G.X NS4-121575W-FR 12 VDC 15175 B,D.F,G,X NH-12r24-R 12124 VDC - B.D,F,G,X SYNC MODULES" INPUT VOLTAGE AVERAGE CURRENT MOUNTING OPTIONS* SM-12r24-R 12 VDC/24 VDC 0.014(12 VDC)10.025(24 [E.N DSM-12124-R 12VDC/N111- -020(12 VDC)/0.038(24 VDC) I W NOTES: - 1) ALL MODELS are wall-mount and offered in red only. 2) SUFFIXES USED ABOVE: W-_Wall mounting; F=Fire lettering;R at end=Red;4=4-wire. EXAMPLES: NS-2415W-FR(2-wire-Wall mounting-Eire lettering,Red); NS4-2415W-FR(_4- -wire-.Wall mounting-Eire lettering,Red). 3) SYNCHRONIZED TEMPORAL(Code 3)TONE is achieved when the"continuous horn tone"is selected and connected to the SM or DSM Sync Modules. Refer to installation instructions for the NS Series (Wheelock #P8351 8), NS4 Series (Wheelock#P83601),and NH (Wheelock#P8�600). For descriptions of MOUNTING OPTIONS, refer to Fire-Lite data sheet DF-51744,derived from Wheelock#S7000. SM Sync Modules are rated for 3.0 amperes at 12 or 24 VDC;DSM Dual Control Modules are rated for 3.0 amperes per circuit. The maximum number of interconnected DSM modules is twenty(20). Refer to.installation instrucilons for SM(Wheelock #P83123)and DSM(Wheelock#P83177). NS/NS4/NH Series: average current*-24-volt models NS SERJES.' VOLTAGE NS-2415W NS-241575W NS-243OW NS-2475W NS-2411OW AVERAGE CURRENT* 20.0 VDC 0.071 A 0.089 A 0.100 A 0.173 A 0.210 A with Low dBA Setff fig(90 dBA) 24.0 VDC 0.065 A 0.080 A 0.087 A 0.145 A 0.174 A 31.0 VDC -0.059 A 0.068 A 0.077 A 0.118A 0.141 A AVERAGE CURRENT* 20.0 VDC 0.078 A 0.094 A 0.108 A 0.177A 0.219 A with High dBA.Setting(95 dBA) 24.0 VDC. 0.072 A 0.086 A 0.097 A 0.155A 0.185 A 31.0 VDC 0.070 A 0.081 A 0.088 A 0.129 A 0.153A NS41NH SEWS: VOLTAGE NS4-2415W NS4-241575W NS4-2430W NS4.2475W. NS4-2411OW1 AVERAGE CURRENT* 20.0 VDC 0.064 A 0.080 A 0.095 A 0.157 A 1 0.199 A STROBE ONLY INPUT 24.0 VDC 0.054 A D.068 A 0.081 A 0.133 A 0.161 A 31.0 VDC 0.047 A 0.056 A O.D66 A 0.108 A 0.131 A AVERAGE CURRENT' 20.0 VDC 0.016 A 0.016 A 0.016 A 0.016 A 0.016 A Audible Only NS�/NH Input 24.0 VDC 0.021 A 0.021 A 0.021 A 0.021 A 0.021 A with Low dBA Setting(90 dBA) -31-0 VDC 0.026 A 0.026 A 0.026 A 1 0.026 A 0.026 A AVERAGE CURRENT' 20.0 VDC 0.020 A 0.020 A 0.020 A 0.020 A 1 0.020 A Audible Only NS4/NH Input 24.0 VDCt 0;027 A O.F277A 0.027 A 0.027 A I _0.o_2_7A__j with High dBA Setting(95 dBA) 3-1.0 VDC 0.034 A 1 0.034 A 0.034 A t10.034.A 0.034 A KS-1 21575W average current* NS4-121575W average current* IV TAGE AVG.CURRENr AVG.CURRENT* va0 III t VOLTAGE AUDIBLE ONLY AUDIBLE ONLY jolli Low dBA Setting High.dBA Setting STROBE ONLY NS4/NH INPUT NS41NH INPUT Model) (90 dBA) (95 dBA) (12-volt INPUT with LOW dBA Wth HIGH dBA 10.5 VDC 0.197 0.199 model) Settings(90 dBA) Settings(95 dBA) 12.0 VOC 0.172 0.175 10.5 VDC 0.189A 0.011A 0.016A-1 .15.6 VDC 0.143 0.1Z77 12.0 VDC' 0.162 A 0.014 A 0.018 A *Average current 15.6 VDC 0.130 A 0.017 A 0.023 A per actual Wheelock Production Testing @ 10.5, 12,15.6,20,24,and 31'VDC. For rated average and peak current across.the UL listed voltage range'for both filtered and unfiltered VRMS, see installation instructions(Wheelock#P83518). Page 2 of 4 - DF-51988 FEATURES QUICK REFERENCE MODEL NUMBER VALL NON-SYNC SYNCS V STROBE 24 VDC 12 VDC 2-WRE [_�WRE MOUNT SM or DSM CANDELA X 15 x NS-2415W-FR x x, X NS-241575W-FR x x X 15f75 X x NS-2430W-FR x x X 30 X x NS-2475W-FR x X x 75 x x NS-2411OW-FR x X x 110 X x NS-121575W-FR x X x 15175 x x NS4-2415W-FR x x x 15 x x NS4-241575W-FR X x X 151`75 x x NS4-2430W-FR x x x 30 X x NS4-2475W-FR x x x 75 X X NS4-2421 I OW-FR x x x 110 x X NS4-121575W-FR X X I _ X I 15f75 I x x NH-12/24-R X x X x x x (can also ceiling-mount) WIRING WAGRAms NS devices synchronized with SM Module single Class "B"(Style Y)circuit "Wr NIS device non-sy fichronized. WITH audible silence feature. From + FACP SM PRECEDING T6-NEXT &- --b E+ STROBE SM DEVICE STROBE DEVICE NAC CIRCUIT S 0 or FACP orEOLR ---0 + STROBE EORLR* OUT + OUT NS NS NS OUT SIGNAL : +AUDIBLE NS and NH devices synchronized with AUDIBLE EOLR VALUE DSM Module dual Class "A"(Style Z) qW NAC CIRCUIT EOLR* DETERMINED BY FACP circuit with NO audible silence feature. AUDIBLE NAC CIRCUIT(S). _j DSM Q SYNC�+ NS and NH devices synchronized & SYNC- with multiple DSM Modules'. FACP OUT 1 4W + IN I NS NS NH INTERCONNECTING WIRING SHOWN. MINUS I MAXIMUM OF TWENTY(20)DSM MODULES. AUDIBLE AUDIBLE +AUDIBLE NAC DSM 41 NAC FACP CIRCUIT NS NS NH CIRCUIT OUT S TROBE A 6'RCU'T STROBE A C & SYNC+ N NAC CIRCUIT 0 SYNC- AUDIBLE MINUS 2 1AUDIBLE NAC DS + IN 2 NS NS NH CI CUIT AUDIBLE NAC I CIRCUIT CIRCUIT RETURN �T, _j STROBE NAC SYNC+ IVO TES: CIRCUIT G) SYNC- - NSINS41NH must be set on continuous hom tone to AUDIBLE achieve synchronized temporal(Code 3)tone. Referto NAC DSM #3 installation instructions(Whee-lock#P83516). CIRCUIT v NS NS NH - For details on'using SM orDSM Sync Modules-,refer to Wheelock data sheet#S3000,or Wheelock installation STROBE A 0 SYNC+ NAC (S) C instructions*P83123(for SM)or#P83177(fqr DSM). CIRCUIT (SO) SYNC- DF-51988 — Page 3 of 4 CONTACT WHEELOCK FOR"INSTALLATION INSTRUCTIONS".(Whoolock#PB3618)AND"GENERAL A�RNI�NGI INFORMATION"SHEET(Wheelock#P82380)ON THESE PRODUCTS.THESE MATERIALS UNDERGO PERIODIC CHANGES. IT IS IMPORTANT THAT YOU HAVE CURRENT INFORMATION ON THESE PRODUCTS. THESEMATERI. ALS CONTAIN IMPORTANT INFORMATION THAT SHOULD BE READ PRIOR TO SPECIFYING OR INSTALLING THESE PROD- UCTS,INCLUDING: . TOTAL CURRENT REQUIRED BY ALL DEVICES CONNECTED TO SYSTEM PRIMARY AND SE SOURCES. CONDARY POWER . FUSE RATINGS ON NAC CIRCUITS TO HANDLE PEAK CURRENTS FROM ALL DEVICES ON THOSE CIRCUITS. . COMPOSITE FLASH RATE FROM MULTIPLE STROBES WITHIN A PERSON'S FIELD OF VIEW. . VOLTAGE APPLIED: THE VOLTAGE APPLIED TO THESE PRODUCTS MUST BE WITHIN THEIR RATED INPUT voLT� AGE RANGE. INSTALLATION OF 110 t;ANDELA STROBE PRODUCTS IN SLEEPING AREAS. INSTALLATION IN OFFICE AREAS AND OTHER SPECIFICATION AND INSTALLATION' ISSUES. Note: USE NSINS4/NH ONLY ON CIRCUITS WITH CONTINUOUSLY APPLIED OPERATING VOLTAGE. DO NOT USE. NS/NS41NH SERIES ON CODED OR INTERRUPTED NAC CIRCUITS IN WHICH THEAPPLIED VOLTAGE IS CYCLED ON AND OFF,AS THE STROBE MAY NOT FLASH. CONDUCTOR SPECIFICATIONS: CONDUCTOR SIZE(AWG), LENGTH AND AMPACITY SHOULD BE TAKEN INTO CONSIDERATION PRIOR TO DESIGN AND INSTALLATION OF THESE PRODUCTS, PARTICULARLY IN RETROFIT INSTALLATIONS. FAILURE TO COMPLY WITH THE 114STALLATION INSTRUCTIONS OR GENE.RAL INFORMATION SHEETS COULD RESULT IN IMPROPER INSTALLATION,APPLICATION,AND/OR OPERATION OFTHESE PRODUCTS INAN EMERGENCY SITUATION,WHICH COULD RESULT IN PROPERTY DAMAGE AND SERIOUS INJURY OR DEATH TO YOU AND/Olk OTHERS. Wheelock products must be used Within their publishedspecifications and must be PROPERLY specified,applied,Installed,operated, maintained,and operationally tested in accordance with their installation instructions.at the time of Installation and at least twice a year or more often and in accordance with local,state,and federal codes, regulations, and laws. Specification, application, installation, operation,maintenance,and testing must be performed by qualified personnel for proper operation in accordance with all of the latest National Fire Protection Association (NFPA), Underwriters'Laboratories (UL), National Electrical Code (NEC), Occupational Safety and Health Administration (OSHA), local,state, county, province, district, federal, and other applicable building and fire standards, guidelines,regulations,laws,and codes including,but not limited to,-all appendices and amendments and the requirements of the local allthodty having jurisdiction (Al-Iii. ARCHITECTS" & ENGINEERSJ' SPECIFICAT' IONS The notification appliances shall be Wheelock NS/NS4 Series Horn Strobe and NH Series Ho devices;and companion SM and DSM Sync Modules,or approved equivalents. NS/NS4 Series devices shall belisted under UL Standard 1971 (Emergency Devices' for the Hearing Impaired for Indoor Fire Protection Service). NH Series Hom and SM and DSM Sync Modules shall be UL listed under Standard 464(Fire Protectiv'a Signaling). NS/NS4/NH and SM/DSM devices shall be certified to meet FCC Part 15, Class B., --The devices shall be designed for two-or four-wire operation and shall provide either a continuous hom/strobe signal or temporal (Code 3)tone when constantly applied voltage from a Notification Appliance Circuit(NACs)of the Fire Alarm Control Panel(FACP)or .synchronized temporal(Code 3)horn-and synchronized strobe when used in conjunction With the SM or DSM Sync Modules. - The NS Series shall be designed so that the audible signal may be silenced while maintaining strobe activation(when used with the SM or DSM Sync Modules). The SM and DSM Sync Modules shall incorporate two inputs from Notification Appliance Circuits(NACs) for power connection from the Fire Alarm Control Panel(FACP);one for the strobe(NAC)circuit and one for the audible(NAC)circuit. A single two-or four-wire output shall control both the audible and visual appliances. Upon activation of the audible;silence function of the-FACP,the audible signal shall be silenced�vhile maintaining strobe activation. - Sound output at'l 0 feet(3.048 m)shall be field-selectable for 92 or 97 dBA anechoic for both continuous or temporal(Code 3)tone. The NS/NS4 Series shall provide listed strobe intensifies of 15, 15175, 30, 75, and 110 candela, with a flash rate of one flash per second minimum across the listed voltage range. The strobe shall incorporate a Xenon&flashtube enclosed in a rugged LEXANO lens. The Sync Module shall be designed and available in two versions: the SM-12124,for control of a single Class B NAC circuit;and a dual-output version,the DSM-12124,for control of either a single Class A or two Class B NAC circuits. The DSM dual-circuit version shall provide the additional capability of"daisy-chaining," i.e., the ability to interconnect multiple DSM's for synchronous horn and -strobe operation on multiple NAC circuits. DSM-12/24 coverage interconnection capability shall be for a maximum of 20 modules(40 Cl2ss"B"NAG circuits or 20 Class"A"NAC circuits). Rated average current requirement for the SM-12/24 shall be 0.014 amperes@ 12 VDC and 0.025 amperes @ 24 VDC;the DSM-12/24 shall be 0.020 amperes @ 12 VDC and 0.038 amperes @ 24 VDC. The SM Sync Module shall be capable of handling a three-ampere load at 12 or 24 VDC. The DSM Sync Modules shall be capable of handling a load of three amperes per c1rcult in the Class'B"mode,and three amperes per module in the Class"A"mode at 12 or 24 VDC. - SM or DSM Sync Modules and NS/NS4 Hom Strobes shall be designed as a system for continuous activation of the strobes should the Sync Module contacts fall in the passive state(i.e.,contacts remain'closed). In this default mode,the strobes shall revert to a nonm synchronized default flash rate. - NS/NS4/NH devices shall be designed for operation at 12 or 24 VDC,over their respective listed voltage ranges of 10.5 to 15.6 VDC1- and 20.0 to 31:0 VDC. The units shall be designed for operation on filtered DC,or unfiltered VRms. Rated-average current for NS/NS4 Series devices shall depend upon voltage and strobe intensity;the-NS Series current shall be as low as 0.053 amperes for 24 VDC versions and 0.133 amperes for 12 VDC versions (both with volume set at high-dB output). Rated average�current for Series NH (volume'set at high-dB output)shall be,0.021 amperes for 24 VDC versions and 0.014 amperes for 12 VDC versions. All Versions shall be polarized for DC supervision and shall incorporate screw terminals for inlout field wiring of size#18 AWG(0.75 mm2)to#12 AWG (3.25 MM2). NS/NS4/NH shall incorporate a unique Universal Mounting Plate which sh I all allow mounting to single-gang,double-gang,4"(10.16 cm)square, 100 mm European,backboxes or Wheelock's SHBB surface backbox; No additional trim plate shall be required for flush mounting. Dimensions for NS/NS4/NH appliances shall be 4.75*(120.650 mm)square by 1.22"(30.988 mm)deep. Due to continuous development of products offered by Wheelock,specifications and product ava 11ability are subject to change without notice in accordance with Wheelock standard terms and conditions. Page 4 of 4— DF-51§88 February 15, 2001 DF-52013 E-500 Rre-LIT(5ALarms B G.09"l 2 LX Addressable Manual Pull Station www.firelite.com Section: Address able Devices GENERAL California State Fire The,Fire-Lite BG-12LX is a state-of-the-art, dual-action Marsha] (i.e.,.requires two motions to activate the station)pull sta- UR us 7150-0075:184 tion that includes an addressable interface (mounted in- side) for Fire-Lite's addrelssable MS-9200 and MS-9600 fire alarm control panels. -Because the BG-12LX is ad- dressable, the control panel can display the exact loca- tion of the activated manual pull station. This leads fire APPROVED service personnel quickly to the location of the alarm. FEATURES • Aesthetically pleasing,highly visible,dual-action design. • Meets ADA 5 lb. maximum pull force. • Easily operated (dual-a6tion). • Attractive shape and textured finish. • Mounts, semi-flush, to a standard single-gang (2.125' [5.3975 cm]minimum depth), double-gang,or 4"(10.16 cm)square electrical box. • When the handle latches in down position, the word "ACTIVATED"appears at the top of the handle in bright yellow to clearly indicate the station has been operated. Key/lock reset;needs only a 1/4-turn to lock/unlock. - Includes Braille text on station handle. - Captive screw terminals wire-ready for easy connection cli to SLC loop (accepts up to 12 AWG/3.25 MM2 wire). LO Optional trim ring (BG-TR). - Meets UL 38, Standard for Manually Actuated Signaring Boxes. - Maintenance personnel can open station(for inspection Rm. _�Vll I.............. and testing)'without causing an alarm conditio,n. BG-12LX Built-in bicolor LED,which is visible through the handle of the station, flashes red in normal operation and latches on steady red when in alarm. Manual stations connect with two wires to one of the con- CONSTRUCTION trol panel SLQ loops. Each manual station, on command Shell, door, and handle are molded of durable LEXANO from the control panel, sends data to the panel represent- (or polycarbonate equivalent) with a textured finish. ing the state of the pull station switch. Two rotary decimal switches allow address'settings (01-99). OPERATION PRODUCT LINE INFORMATION Pushing in, then pulling down on the handle causes it to latch in the down/activated position. Once latched, the E3G-12LX Dual-action addressable pull station. word"ACTIVATED"(in bright yellow)appears at the top of Includes key lock/reset feature� the handle, while a portion of the' handle protrudes from sB_j o' Surface backbox. the bottom of the station. To reset the station, simply unlock the station with the key and pull the door open. This action resets the handle; closing the door automati- cally resets the switch. LEXANO is a registered trademark of GE Plastics, a subsidiary of General ElectricCompany. This document is not intended to be used for installation purposes. We try to keep, our product information up-to-date and accurate. We cannot cover all if. applications or anticipate all requirements. All specifications are subject to change IS09 withoutnotice. For more information, contact Fire-Lite Alarms, One Fire- ite lace, 13017 70 73 ......... Northford, Connecticut 06472. Phone: (600) 627-3473, TbllFreeFA : ( 7 ) 699- ENGINEERING&MANUFACTURING 4105, FAX Back:(888) 388-3299. Made in the U.S.A. DF-52013 Page 1 of 2 INSTALLATION ARCHITECTURAL/ The BG-12LX can be semi-flush mounted into a single- ENGINEERING SPKIFICATIONS gang,double-gang,orstandard 4"(10.16 cm)square elec- Manual Fire Alarm Stations shall be non-code, with a key- trical outlet box, or surface mounted to the Model SB-10 operated reset lock in order that they may be tested, and surface backbox. If the BG-12LX is semi-flush mounted, so designed that after actual Emergency Operation, they then the optional trim ring(BG-TR)may be used. The BC3- cannot be restored to normal except by use of a key. An TR is usually needed for semi-flush mounting with 4" operated station shall automatically condition itself so as (10.16 cm) or double-gang boxes (not with single-gang to be visually detected as activated. Manual stations shall boxes). be constructed of red-colored LEXANO (or polycarbonate ELE.CTRICAL SPECIFICATIO.NS equivalent) with'clearly visible operating instructions pro- vided on the cover. The word FIRE shall appear on the Normal operating voltage: 24VDC. front of the stations in white letters, 1.00 inches (25.4 mm) Maximum SLC loop voltage: 28.0 VDC. or larger. Stations shall be suitable for surface mounting Maximum SLC loop current: 280 pA. on matching backbox SB-1 0; or semi-flush mounting on a. standard single-gang, double-gang, or 4" (10.16 cm) square electrical box, and shall be installed.within the limits defined by the Americans with Disabilities Act(ADA). or per national/local requirements. Manual Stations shall be Underwriters Laboratories listed. g� Manual stations shall connect with two wires to one of the control panel SLC loops. The manual station shall, on ��:�4 command from the control panel, send data to the panel representing the state of the manual-switch. Manual stations shall provide address setting by use of rotary decimal switches. M -7 TERMINAL W I CONNECTIONS 1 1 SLC 0 0 2 -SLC N. .. ........ M0, Back of station without door. 0 ADDRESS 0 2 3 4 .'4 LOOP .7 7 6 H5 Haug. LED JI F—RoTAT?Y DECIMAL SWITCHES C= 0 E L 0— A Cover open to show easy access to MMX module, rotary switch, and UL label. Page 2 of 2 DF-52013 July 12,2004 DF-52185 -13-150 LCD-80F Firelffe ALarms 80-Character Liquid Crystal Display Remote Fire Annunciator www.rlrelite.colh Section:Annunciators GENERAL California The LCD-80F is a compact, cost-effective, 80-character, State Fire backlit LCD remote Fire Annunciator for. use with the Marshal Fire-Lite MS-NOWD and MS-9600 FireAlarm Control Pan- 7120-0075:190 els(FACPs).The LCD 80F displays complete system.point LISTED CS635 'status information and includes control switches for remote control of critical 'system functions. FM Up to 32 LCD-80Fs may be connected onto the EIA485 terminal port J137) of each FACR,The LCD-80F requires APPROVED no programming,which saves time during system commis- sioning. FEATURES 80-character Liquid Crystal Display. Mimics all display information from the host ...... ....... panel. J,-Fe� Control switches for System Acknowledge, Signal Silence, Drill and Reset with enable key. • System status LEDs for Power,Alarm,Trouble, Supervisory and Alarm Silenced. • No programming necessary LCD-80F con- nects to the terminal port(TB7)on the FACP. M 'ntifiers, individual Displays device type ide point alarm, trouble or supervisory, zone-and -y custom alpha labels. Time-and-date display field. • Aesthetically pleasing design. LCD-80F • May be powered by 24 VDC from the host FACP or by remote.power supplies(requires 24 VDC). The LCD-80F provides the FACP with up to 32 remote se� Up to 32 LCD-80F annunciators per FACP. rially connected annunciators.All field-wiring terminations on the LCD-80F use removable, compression-type termi-, Plug-in terminal blocks for ease of installation and ser- nal blocks for ease of wiring and circuit testing. vice. Can be remotely located up to 6,000 feet(1828.8 m)from, Communication between the FACP and the annunciators is accomplished over an EIA-485 serial interface, which the FACP. greatly reduces wire and installation cost over traditional Local piezo s6under'with-alarm and trouble resound., systems. Six wires total are required:four for the EIA-485 Semi-flush mounts to 2.188"(5.556 cm)minimum deep, communications(t.wo in and two return);and two for the 24 three-gang electrical box(Fire-Lite P/N 10103)or three- VDQ regulated power. Dip switches control local functons gangable electrical switchbox. - such as:piezo disable,control switches/key-switch disable, Surf ace-mounts to Fire-Lite SBB-3 surface backbox. transmittreceive mode. OPERATION INSTALLATION The LCD-80F annunciator-provides the FACP with point The LCD-80F can.besemi-flush mounted to a 2.188"(5.556 annunciation with-full display text on an 80-character LCD cm)mini.mum deep,three-gang electdcall box(Fire-Lite P/N display. The LCD-80F also provides an array of LEDs to 10103) or three-gangable electrical switchboxes. Alter- indicate system status,'and includes control switches for nately, an SBB-3 surface backbox is available for surface- remote control of critical system"fun.ctions. mount applications. This document is not intended to be used for installation purposes. We try to. keep our product information up-to-date and accurate. We.cannot cover-all specific applications or anticipate all requirements.All soecifications are sub- ISO 9001 ject to change without notice. For more information, contact Fire-Lite Alarms, One Fire-Lite Place, Northford, Connecticut.06.472. Phone: (800) 627-3473; UMBUS A MNUUMNS Made in the U.S.A. Toll-Free FAX: (877)69974105.' QUALITY SYSTEMS DF-52185-07/12/03 Page I of 2 PRODUCT.LINE INFORMATION 10103 Three-gang electrical box, minimum 2.188" LCD-80F 80-character, backlit,'LCD Fire Annunciator with (5.556 cm) deep,for semi-flush mount applica- control switches for remote control of system tions. functions, and key-switch locic S1313-3 Three-gang surface backbox for surface-mount applications. LCD-80F TERMINAL MODE WIRING EXAMPLE Up to 6,000 ft(1828.8 m)bemeen ECHDEMEin the E3AA85 loop _W LCD-80F LCD 8OF ".4 Teminal Mode Q,� EIAA85 (2-Wres) ,4i ED E3 E)a ED -Wres) 24 VDC(2 LCD-80F Up to 6�OOD It(18M8 m) 6 back from last clb-Aca A to end of BAA85 loop Terminal Mxle Addressable E3A-485 ralui (2-Wres) FirePJarrnCu-ftd PW-d Notes: 1) EIA-485: Maximum of 6,000 feet(1828.8 m)cable length 3) Between each LCD-80F annunciator are four wires: a from FACP to LCD-80F annunciators, 6,000 feet cable twisted-shielded pair for date communications and a pair length between each LC D-80F and 6,000 feet from the last for 24 VDC power.The return circuit only requires two wires LCD-80F back to the FACP..Circuit is power4imited. (twisted)-for data communication supervision, wired from 2) Up to 32 LCD-80F annunciators may be used on thek EIA- the last LCD-80F annunciator on the loop. 485 circuit.When multiple LCD-80Fs are used,the FACP will require additional power supplies(refer to panel docu- mentation). MOUNTING TO BACKBOX(ES) Mounting The LCD-80F annunciators can be semi-flush mounted in Holes(4) a three-gang electrical boxwith a minimum depth of 2.188" 52195mfTt.%vmf (5.556 cm) (Fire-Lite P/N 10103). 0 LCD-80F flange 0 The LCD-80F annunciators can be mounted in three- FIRE ALARM ANNUNCIATOR%, gangable electrical swiftchboxes connected together. NOTE.Alternately,LCO-80F annunciators can be mounted FIRE-LITE ALARMS, INC. to the SBB-3 surface backbox for surface-mount applica- SYSTEMS ALL NORMAL tions. 11:06A 032001 Electrical Installer's Note: This annunciator may not fit easily into a standard 3-gang electrical box if locking clamps are used to secure wiring entering the rear or side knock- outs. Onhj use the TOP or BOTTOM knockouts to bring wiring into a standard 3-gang electrical box. UO 5.813"(14.764 cm) wide x 4.0"(10.16 cm) high x minimum 2.188"(5.556 cm) deep, three-gang electrical box (Fire-Life PN 10103,shown at right). 0 Page 2 of 2 DF-62185 07/12/04 March 10,2003 DF-52293-Al-250 MS-920OUD FirelfferALarms Intelligent Addressable FACP with Built-in 14.4K Baud Modem www.firelite.com Section:Addressable GENERAL The Fire-Lite MS-920OUD is a compact,cost-effective,intelli- gent addressable fire alarm control,panel with a capacity of 198 addressable Fire-Lite devices on one Signaling Line Cir- cuit(SLC)and a built-in 14.4K Baud modem for remote site upload/download or remote monitoring. LISTED The Signaling Line Circuit (SLC) loop supports up to 99 S624 addressable detectors including photoelectric.,photoelectric with heat,ionization,photoelectric duct,fixed heat,fixed heat with rate-of-rise, and fixed high-heat detectors. It also sup- H ports up to 99 addressable modules including monitor(two- wire detector, normally open devices), dual-monitor func; A JV tions (two monitor circuits from one module,two addresse's -P, W WIN"I y used),control(for Notification Appliance Circuits),and rela --,0,11oN.4- To (two Form-C)modules.The panel uses surface-mount tech- nology and is designed for ease of installation,programming, and maintenance.It features the latest in advanced fire pro- A� tection technology, including maintenance alert and auto- matic detector test functions. SPECIAL FEATURES. Built-in 14.4K Baud modem. W Selectable strobe synchronization per NAC. 75,wgg Remote site uploadidownload. Four Class B or two Class A NAC circuits. FEATURES SLC Loop: W_ - SLC can be configured for NFPA Style 4, 6, or 7 opera- ti6n. - SLC supports up to 198 addressable devices(99 detec- * Remote site upload/download capability. tors and 99 monitor, control, or'relay modules), including - Two-level user-programmable passwords. the new addressable dual-monitor module, heat detec- - Custom English labels (per point) may be manually en- tors, and duct detector. tered or selected from an internal library file. - SLC loop maximum length 10,000 ft.(3,048 m)@ 12 AWG - Two programmable Form-C relay outputs. (3.25 mm2).Requires twisted,shielded wire(3,000 ft./914.4 - 99 software zones. m untwisted, unshielded wire). User Interface: Notiffication Appliance Circuits (NACs): . Built-in 14.41K Baud modem (DACT). • Four onboard NACs with additional NAC capability using - Remote Acknowledge,Silence,Reset and Drill via addres- output control modules (QMF-300 or CMF-300-6). sable monitor modules,ACS Series annunciators or LCD- • Silence Inhibit and Auto Silence timer options. 80F remote annunciator. • Continuous,March Time,Temporal or California code for . EIA-232 printer/PC interface(variable baud tate)on main main circuit board NACs with two-stage capability. circuit board. • Selectable strobe synchronization per NAC. . Integral 80-character LCD display with backlighting. • 6.0 amps total NAC power with,XRM-24. . Real-time clock/calendar with automatic daylight savings Advanced Fire Technology. adjustments. - Sensitivity testing with printable results, onsite or offsite. . History file with 1,000-event capacity. - Automatic drift compensation. . EIA-485 supporting up to 32 ACS Series annunciators. Programming and Software: . EIA-485 supporting up to 32 LCD-80F annunciators. - Autoprogram (learn mode),reduces installation time. . Maintenance alert warns when smoke detector dust ac- - Fully programmable from local keypad, local PS-2 key- cumulation is excessive. board or PC via PK-Plus Windows@ utility. . Automatic device type-code verification. cont'd pg. 3 This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements.All specifications are sub- IS090 ject to change without noflce. For more information, contact Fire-Lite Alarms, One Fire-Lite Place, Northford, Connecticut 06472. Phone: (800) 627-3473, a manumbleffim Made in the U.S.A. Toll-Free FAX: (877)699-4105. DF-52293 03110103 Page 1 of 4 EIA-485 INTERFACE 24 VDC (DIM-485)built into the motherboard (fourwires) 0 CD CD C SMOKE DETECTORS LCD-80F SD350,SD3507,CIP350, Up to 6,000 ft.(1825.8 m) SD355,SD355T,CP355 between each LCD-80F Optional in the EIA-485 loop,and REVERSE between each LCD-80F POLARITY/ and the FACIP CITY BOX HEAT OUTPUT DETECTORS (4XTMF) H350,H350R, H355,H355R 24 VDC EIA-485 8 FORM-C,5-AMP RELAYS in ACS mode (optional,order ACM-8RF) ff a (Mom i- —2 (two wires) F- —§= 4 DUCT DETECTORS L A_ D350P,D350RP E NACs(Notification U Appliance Circuits) ANNUNCIATORS BELLS,SIGNALS,STROBES AFM-LED,LDIVI,� a (a ACS/AGM EIA-232 a INTERFACE Q,cs (PIM-24)built into the motherboard MONITOR MMF-300,MDF-300, MMF-302,CMF-300, CRF-300,1300 PRINTER NOTE.System can use either the ptinter OR the LCD-80F MINI MONITOR They ca nnot,be used simultaneously. -.MMF-301 ADDRESSABLE MULTI-MODULES MMF-300-10, MMF-302-6, CMF-300-6, WIRING REQUIREMENTS CRF-300-6 The SLC requires use of a specific wire type to ensure proper circuit operation.It is recommended that all SLC wiring be twisted-pair shielded to minimize the effects of electrical interference. Wire size should be no imaller than 18 AWG(0.75 mm2)and no larger than 12 AWG(3.25 mm�.The wire size depends on the length of the SLC circuit. Use the table below to determine the specific wiring requirements for the SLC. PULL STATION BG-12Lx Wflre Distance Typical Wire Size 52293dl.�f Requirements . in Feet(m) Twisted-pair,shielded 10'000 feet 12 AWG(3.25 mm2):Bolden 9583,Genesis 4410. (3,048 m) Signal 98230,WPW D999. Twisted-pair,shielded 8,000 feet .14 AWG(2.00 mm�:Belden 9581,Genesis 4408, (2,4a8 m) Signal 98430,WPW D995. TWisted-pair,shielded 4 875 feet 16 AWG(1.30 mm2):Belden 9575,Genesis 4406 (i,486 m) and 4606,Signal 98630,WPW D991. TWisted-pair,shielded 3,225 feet 18 AWG(0.75 mm2):Belden 9574,Genesis 4402 (983 m) and 4602,Signal 98300,WPW D975. Unwisted,unshielded 3,000 feet 12—18 AWG(3.25—0.75 mml. (915 M) 5229301bl Page 2 of 4 DF-52293-03/10/03 • One person audible or silent walk test with walk-test log AUTO TEST FAIL trouble type. System Reset clears this and printout. trouble. • Point trouble identification. NFPA STANDARDS • Local piezo sounder. The MS-920OUD complies with the following NFPA 72 Fire - Waterflow(nonsiienceable) selection per monitor point. Alarm Systems requirements: • System alarm verification selection per detector point. - LOCA I L(Automatic,Manual,Waterflow'and Sprinkler Su- • PAS (Positive Alarm Sequence)and presignal delay per point(NFPA 72 compliant). pervisory). • Optional 4XTMF module (conventional reverse polarity/ ' AUXILIARY(Automatic,Manual and Waterflow)(requires city box transmitter). 4XTMF). - REMOTE STATION (Automatic, Manual and Waterflow) CONTROLS AND INDICATORS (requires 4XTMF). LED INDICATORS . PROPRIETARY (Automatic, Manual and Waterflow). 1. AC POWER (green) . CENTRAL STATION(Automatic,Manual and Waterflow, 2. FIRE ALARM(red) and Sprinkler Supervised). 3. SUPERVISORY(yellow) SPECIFICATIONS 4. ALARM SILENCED(yellow) 5.' - SYSTEM TROUBLE(yellow) AC Power—TBI: 120 VAC, 60 Hz, 3.0 amps. Wire size: 6. MAINTENANCE/PRESIGNAL(yellow) minimum 14 AWG (2.00 MM2) with 600 V insulation. 7. DISABLED (yellow) Battery(lead acid only)—TB2:Maximum charging circuit: 8. BATTERY FAULT(yellow) Normal flat charge 27.6 VIDC @ .80 amp. Maximum battery .9. GROUND FAULT(yellow) charger capacity. 18 AH. MS-920OUD cabinet holds maxi- MEMBRANE SWITCH CONTROLS mum of two 18 AH batteries.For 25—120 AH batteries,use 1. ACKNOWLEDGE/STEP the CHG-120F or CHG-75 Battery Charger and BB-55F 2. ALARM SILENCE Battery Box. 3. DRILL NOTE:Jumper JP3, on the FACP main circuit board, must 4. SYSTEM RESET(lamp test) be cut to disable the FACP battery charger when using the 5-16. 12-key pad with full alphabet CHG-120F. 1�—20. 4 cursor keys Remote Synchronization Output — T132: A 24 VIDC, 40 21. ENTER rnA signal that mimics the sync signal of NAC 1 and can be FIELD-PROGRAMMING FEATURES utilized by remote power supplies such as the FCPS-24FS6/ 8.This allows NAC devices attached to the power supply to OFFLINE PROGRAMMING; Create the entire program in synchronize with the devices connected to NAC 1 of the your office using a Windows@-based software package (or- FACP. derprogrammingldtPK-Plus separately).Upload/download Communication Loop — (standard) TB8:.24 VIDC nomi- system programming locally to the MS-920OUD in less than one minute. nal,27.6 VDC maximum.Maximum length:10,000 ft.(3048 m) total twisted, shielded pair length. Maximum loop cur- AUTOPROGRAMMING.Command the MS-920OUD to pro- rent:400 mA_(short circuit) or 100 mA (normal). Maximum gram itself(takes less.than 30 seconds). In the Auto-Pro- loop resistance: 40 ohms. Supervised and power-limited. gram mode,the MS-920OUD scans for all'possible devices Notification Appliance Circuits—TB4: Power-limited cir- at all addresse's, stores the device types, and addresses cuitry. Maximum voltage drop in wiring:2.0 VDC. Nominal found,and then,loads default values for all options(General operating voltage:24 VDC.Current limit:fuseless,electronic, Alarm). It also checks for two or more devices set to the power-limited circuitry. Maximum signaling current per cir- same address. cuit. 2.50 amps. End-of-Line Resistor. 4.7K ohm, 1/2 waft ONLINE EDIT.While still providing fire protection,the MS- (P/N 71252 UL listed) for NACs. Refer to Fire-Lite Device 920OUD may be programmed from the front panel.Simple Compatibility Document for listed compatible devices. menu trees displayed on the LCD allow the trained user to Programmable and Trouble Output Relays—TM, TB6, perform all functions without referring back to.the Program- TB7: Contact rating:.2.0 amps @ 30 VDC (resistive), 0.5 ming manual. amps @ 30 VAC (resistive). Form-C relays. ENGLISH LABEL LIBRARY. Quickly select labels from a Four-Wire Resettable Smoke Detector Power (24 VDC standard library of more than 50 adjectives/nouns,such as nominal)—TBI,Terminals 3 (+)&4(7): Maximum ripple "FLR 3 HALLWAY," or enter custom labels lefter-by-letter. voltage: 10 MVRMS. Up to 0.5 amps for powering four-wire Use recall function to repeat.previously used label. smoke detectors. Power-limited circuit. Refer to Fire-Lite PROGRAM CHECK. Automatically catch common errors, Device Compatibility Document for listed compatible devices. such as control modules not linked to any zone or input point. Nonresettable Power#1 (24 VDC Nominal)—TBI,Termi- nals 3(+)&4(—):Maximum ripple voltage:10 MVRMS.Up to MAINTENANCE ALERT 0.5 amps total DC current available from each output.Power- The MS-920OUD continuously monitors each smoke detdc- limited circuit. TBI,Terminals 1 (+)&2 H can be config- tor and is capable of reporting maintenance conditions.This ured as resettable 24 V or non-resettable via JP4. reduces the risk of false alarms due to dust accumulation. NbTE.,ff using optional XRM-24,total NAC and auxiliary cur- Refer to the control panel installation manual for more infor- rent draw cannot exceed 6 amps. mation. EIA-485(ACS)—TB6:ACS annunciator connector,Termi- AUTOMATIC TEST OPERATION nal 1 (+) and Terminal 2 (—). . EIA-485 (TERM) �TB7' Terminal mode annunciator con- The MS-920OUD performs an automatic test of each detec- nector, Terminal 1 (Out�), 2 (in +), 3 (Out—), 4 (in tor every two hours.Failure to meet the test limits causes an EIA-23'2 — TB8: PC/printer connector, Terminal 1 (Trans- mit), 2 (Receive), 3 (DTR),4 (Ground). DF-52293-03/10103 — Page 3 of 4 CABINET SPECIFICATIONS Circuit option requires external 24 VDC to power notification Door: 18.67" (47.43 cm) high x 15.78" (40.08 cm) wide x appliances. 1.08" (2.74 cm) deep. Backbox: 18.50" (47.0 cm) high x CRF-300: Addressable relay module containing two isolated 15.50"(39.37 cm)wide x.4.37"(11.1 cm)deep.Trim Ring sets of Form-C contacts, which operate as a DPDT switch. (FC-TR):.21.62" (54.92 cm)high x 18.62.' (47.3 cm)wide. Mounts directly to a 4.0"(10.16 cm)box,surface mount using PRODUCT LINE INFORMATION the SMB�00. MS-920OUD:198-pointaddressable FireAlarm Control Panel. BG-12LX: Addressable manual pull station with interface module mounted inside. Includes 80-characterLCD display,single printed circuit board, cabinet and dress panel. 1300: This module isolates the SLC loop from short circuit ACM-8RF:Cipti I onal plug-in relay module provides 8 Form-C conditions(required for Style 7 operation). 5.0 amp relays. SMB500: Used to mount all modules except the MMF-301 PK-PLUS:Programming software for Windows@-based PC and M301. computer(cable not included). MMF-300-10:Ten-input monitor module. Mount one or two FC-TR:Trim Ring for semi-flush mounting. modules in a BB-2F cabinet(optional).Mount up to six modules 1313-55F: Battery box, required to house two PS-12250 on a CHS-6 chassis in a BB-6F. batteries and one CHG-120F battery charger. For batteries MMF-302-6: Six-zdne interface module. Mount one or two greater than 25 AH, consult factory for housing1mounfing, modulesina BB-2F cabinet(optional).Mount upto six modules arrangements. on a CHS-6 chassis in a BB-6F. BB-26:Batterybackbox,holds uptotw6 PS-12250 batteries.. CMF-300-6:Six-circuit supervised control module.Mountone CHG-120F: Remote battery charging system for lead-acid ortwo modules in a,BB-2F cabinet(optionai).Mount up to six batteries with a rating of 26 to 120 AH. CHG-120F or CHG- modules on a CHS-6 chassis in a BB-6F. 75 required for charging greater than 25 AH batteries. CRF-300-6:Six Form-C relay control module.Mount one-or CHG-75:Battery charger for lead-acid batteries with a rating two modules in a BB-2F cabinet(optional). Mount up to six of 25 to 75 AH. CHG-12OF or CHG-75 required for charging modules on a CHS-6 chassis in a BB-6F. greater than 25 AH batteries. NOTES: 1) Compatible with legacy Fire-Lite 300 Series de- PS-12180:Battery, 12 volt, 18.0 AH, (two required). vices. Please consult factory for further information on all the PS-12250: Battery, 12 volt, 25 AH, (two required;requires 300 series devices: CP300, SD300, SD300T, M300, M301, CHG-75). M30Z C304, and BG-IOLX 2) "A"suffl*x should be included only when ordering ULC listed units(e.g.,SD350A,MMF-300A). PS-12550: Battery, 12 volt, 55 AH"(two required;requires 3)For more information on Compatible Addressable Devices CHG-75). for use with the MS-920OUD, see the following data sheets PRT/PK-CABLE:Cable printer/personal computer interface (document numbers): SD350ISD350T (DF-52149), CP350 cable. (DF-52158),MMF-300 SerieslMDF-300(DF-52121),BG-12LX Windows@ is a registered trademark of Microsoft Corporation. (DF-52013), MMF-300-10 (DF-52347); MMF-302-6 (DF- COMPATIBLE AD.DRESSABLE DEVICES 52356),CMF.;300-6(DF-52365).,and CRF-300-6(DF-523.74). All feature a polling LED and rotary switches for addressing- COMPATIBLE ANNUNCIATORS CP350/CP355: Addressable low-profile ionization smoke EIA-485 interface: Built into the motherboard. detector. AFM-LED Zone Series:LED-type fire annunciators capable SD350/SD355:Addressable loW-profile photoelectric smoke of providing up to 99 software zones of annunciation.Avail- detector. able in increments of 16 or 32 with expandable(AFM-X Se- ries) and non-expandable (AFM Series) configurations to SD350TISD355T: Addrepsable low-profile photoelectric meet a-variety of applications. smoke detector with thermal sensor. A:CS/ACM Annunciator Series:Allows annunciation of loop H350/H355: Fa st-response, low-profile heat detector. modules and detectors. H35ORIH355R:Fast-response,low-profile heat detector with LDIVI Graphic Series: Lamp Driver Moduleseries for use rate-of-rise option. with custom graphic annunciators. D350P: Photoelectric duct smoke detector. LCD-80F(Liquid Crystal Display)point annunciator.80- D35ORP:Photoelectric ductsmoke detectorwith relayoption. character,backlit LCD-type fire annunciators capable of dis- MMF-300:AddressableMonitorModuleforonezoneofnormally- playing English-language text.Up to 32 LCD-80F annuncia- open dry-contactinitiating devices.Mounts in standard 4.0"(10.16 tors may be connected to the EIA-485 terminal mode serial cm)box. Includes plastic cover plate and e'nd-of-line resistor. interface on the MS-920OUD mothe.rboard. Module maybe configured foreithera Style B(Class B)orstyle NOTE. For more information on Compatible Annunciators D(Class A)IDC. for use with the MS-920OUD, see the following data sheets MDF-300: Dual Monitor Module. Same as MMF-300 except (document numbers)AFMIAFM-X Series(DF-51465),ACM- 8RF(DF-51555),ACSIACM Series(DF-52378),LDM Series it provides two'Style B(Class B)only IDCs. (DF-51384),LCD-80F(DF-52185). MMF-301:Miniature version of MMF-300.Excludes LED and Style D option. Connects with wire pigtails. May mount in AGENCY'LISTINGS. AND APPROVALS device backbox. See the first page of this data sheet for listing agencies and MMF-302: Similar to MMF-300, but may monitor up to 20 file numbers.These listings and approvals apply to the ba- conventional two-wire detectors.Requires resettable 24 VDC sic MS920OUD control panel. In some cases,certain mod- power, Consult factory for compatible smoke,detectors. ules may not be listed by certain approval agencies, or list- CMF-300:Addressable Control ModuleforoneSty1dY2(Class ing may be in process. Consult factory for latest listing sta- B/A)zoneofsupervised polarized Notification Appliances.Mounts tus. directlyto a 4.0"(10.16 cm).electrical box.Notification Appliance Page 4 of 4 — DF-52293-63/10103 Town Uf Southold P.0 Box 1179 Southold, NY 11971 RECEIPT Date: 03/16/05 Receipt#: 1205 Transaction(s): Reference Subtotal 1 1 Septic Permit- Construct. Non-resid. 3445NR $25.00 Check#: 1205 Total Paid: $25.00 - 3 0- 2- - p-os 010-0o 41G. 00 Name: H, B &A 445 Broad Hollow Road Mellville, NY 11747 Clerk ID: LBOHN Internal ID:3445NR