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1471 IYANNOUGH ROAD/RTE132 (5)
j 9 `�^-�.. �� -- �,, t �,� � ��� �' � �� ; �- �� � �! �, %�9�- _ p� r J 4 I 1 V � � V Project Name: 11� : �,4 (� � (n Address: � � ___ . .;�.�. n _U d Permit#: �� 7/�_',------------ Permit Date: / Z S MAP'--- =. OIL LARGE ROLLED PLANS ARE IN: BOX:, SLOT: Date entered in MAPS program on: -no 1_��_ BY:-=--------------- t h It UJI Hartford Casualty Insurance Company THE Bond Center HARTFORD Bond Department 400 International Parkway, Ste. 425 Heathrow, FL 32746 NOTICE OF CANCELLATION OF BOND July 9, 2009 Town of Barnstable 200 Main Street Hyannis, MA 02601 r , RE: Callahan Hoffman Co. Inc. Bond Number: 02ESBAA9336 WHEREAS, on or about 6/2 8/0 7 the Hartford Casualty Insurance Company , as Surety, executed {• its Excess weight and Other Highway and Street pe—its in the penalty of Seven Hundred Dollars ($700 Permi on behalf of Callahan Hoffman Co. Inc. , of Norwell, MA 02061 as Principal and in favor of Town of Barnstable as Obligee. WHEREAS, said bond, by its.terms,provides that the said Surety shall have the right to terminate its suretyship thereunder by serving notice of its election so to do upon the said Obligee, and WHEREAS, the Surety desires to take advantage of the terms of said bond and does hereby elect to terminate its liability in accordance with the provisions thereof. NOW, therefore, be it known that the Hartford Casualty Insurance Company shall, ❑ At the expiration of days after receipt of this notice Effective s/18/0 9 Consider itself released from all liability by reason of any default committed thereafter by the said Principal. SIGNED and DATED this 9th� day of July ,-2009 - �E3 CZE ri w, i1 ssica ' Ciccone , Attorney-in-Fact " CC: SMITH INSURANCE INC 15 LIBERTY WAYg NIANTIC, CT 06357 L-i 0- rill CC: Callahan Hoffman Co. Inc. 341 Washington Street Norwell,MA 02061 GEN5502 3 �� d� I r !y (G.r�r� i ill L r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ,, y a Map Parcel �[ a ,' Application #X 7. Health Division `Date Issued 6� Conservation Division =;Application Fee Planning;Dept. Permit Fee' ( . Date Definitive Plan Approved by Planning Board Historic _ OKH -Preservation/ Hyannis Project Street Address - - ii1I T:4AN1,/0u6N Roao, I$T' Ft002- Village RAEW-TA6LC lNvAymiS . MA 62600i Owner s4lauuYs Pomp "P"j_-CS5io"A4_- Address 1083 C MAIN S-r. 0 STEW ILLE MA o2(055 Telephone 509 - 4z9 - 4323 Permit Request 12EM°vAl. of OAISTiPJG WIM00W A-6 2EPLACE WITH NEW EA2GEY�_ SIX PaNe C.USTo+a W mi0ow Square feet: 1 st floor: existing��proposed . 2nd floor: existing N/A proposed w A Total new O S' Zoning District. Flood Plain T� Groundwater Overlay Project Valuatio 35 Construction Type "C 9.41 A t .� 4„- Lot Size Grandfathered: 0 Yes VNo If yes, attach sup orting ti-ecumentation. Dwelling Type: Single Family -0 01A Two Family ❑ NSA Multi-Family(# units) N/A cn Age of Existing Structure s Historic House: ❑Yes XNo On Old King's ghway Yet ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other IJA o r= Baserr ent Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) NA CO Number of Baths: Full: existing WA, new. N /A Half: existing 0/A new N/4 Number of Bedrooms: 01A existing _\new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ 0/a- 4/a N/A- Attache d g J e garage: ❑ existing ❑ new size _S d: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial Id Yes ❑ No If yes, site plan review# ..—Current-Use OFF-is r SPacE Proposed Use o FFi ce SPACE- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) t%�7 ) Tele hone Number (o17- 592 -ins GI Name Jena-y Mai-Wi��wa�.tl �y.�l� �n-o p `f � ? 1 Address Z SeMooF-r LA,,E License# (07 I i9 Home Improvement Contractor# Worker's Compensation # WC 7- Gas- 09 z 815- o37 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO CweLES G6ae(rE 7'QuG«1Ar Lein/! /f o 3o 53 SIGNAT DATE d l— )Jr` 0 x t. FOR OFFICIAL USE ONLY t APPLICATION# DATE ISSUED MAP/PARCEL NO. }i 4 ADDRESS VILLAGE ;,_.OWNER DATE OF INSPECTION: J FOUNDATION 5 FRAME INSULATION ` FIREPLACE ? ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL { GAS: ROUGH FINAL 4 FINAL BUILDING f r DATE CLOSED OUT ASSOCIATION PLAN NO. .C/FC LVIIt!/PU1}ryc s"k l of )+A40 wv�.�-���V.�•�••�� Flo.. Department of Industrial Accidents Office of,investigations 600 Washington Street Boston, AM 02111 wlvw.mass.g ov/dia Workers a Compensation Insurance Affidavit: ilders/Contractors/Electricialas/Plumbers d vlt l3 u .Applicant Information please pxuat Ledbly Name(13usiness/Orkanizabon/lndividual); TvXA/Ef_ COivs, „ej CoPA4V N ,kddLess: Twv �CMPILt &&t4C ZNv City/State/Zip: S5wa' ntin 010-10 Phouat &i2_a47-' &+w Axeyou an employer? Check the appropriate box: Type of pi eject(required): er with..34"employer I am a 4• 1 am a general contractor and 1 ••� p Y "< 6. ❑New'cons.tni.etion employees(full and/or part-trrue).* have hired the siib-contractors listed on the attached sheet 7. [] Remodeling El I am a sole proprietor or partner- ship and have no employees These sub-contractors have 8. ❑Demolition workingfor mein an capacity. employees and have workers' . Y p h'• 2 9. (] Building addition [No workers' comp.•insivance comp, insurance. required.] 5. ❑ We axe a corporation and its 10.❑Electrical repairs or additions office h exercised their ❑Plumbing officers ave I L n .❑ 1 am a homeowner doing all workg reairs or additions p myself. [No workers' comp. right of exemption per MGL 12 [] hoof repairs insurance required.] t c. 152, §1(4),and we,have no employees. [No workers' 13.❑ Other__ comp.insurance requixed_] xhy applicant Uhat checks box III must also fill out the section below showing Uhcir workers'compensation policy information. iorrheowners who submit this affidavit indicating they are doing all work and thenlhirc outside contractors must submit a new aftdavit indicating such. ontraetors that check Uhis box must attached an additional sheet showing the name of Uhe sub-Contractors and state whcUrer or not those entities have iployces, if tlhe sub-contractors have employees,dhey must pro•htide their workers'cmrrp.policy number. urn an employer that is providing workers'compensation insu.ra.uce for•my erployees. Below is the policy and job site Foruration. ;urance Company Name: bpi p; �ws,;�arieE �o owPT,onl _ licy 11 or Self-ins. Lic,#:_ W(,-7- 1vz5 r o9 55 - 031 Expiration Date: II- !- Oct, Site Address: I 1) TyA j,4 aL A F,,An, ls-c f City/State/Zip: NNh MA 02tn0 1 tach a copy of the workers' compensation policy declaration page(showing the policy rauzrtber and expiration date), ilure to secure coverage its cequirred under Section 25A of MGL c. 152 can lead to tze imposition of crinaio.al Penalties of a e tip to$1,500,00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDBR and a.fine up to$250.00 a day against the violator. Be advised that a copy of this stateruez t may be forwarded to the Office of -estigations of the bIA for insurance coverage verification. o hereby certify under the pains•and penalties of perjury that the infbrritation provided above is true and correct nature: awa' A ,Date: ) 15 0°� 2>q s4p UeuRht:h�s >M me#: official use only. Igo not write in this area, to be completed by city or town officiaL amity or Town: _ PermitUcense# ssuing Authority (circle,one): Board of Health 1,Building Department 3. City/ToTm Clerk 4.Electrical Inspector 5.Plumbing,Inspector Other ,on tact Person: —. Phone#: Tumermm" Special Projects January 5,2009 Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 To whom it may concern: Please be advised that Gerald MacWilliam is an employee of Turner Construction Company located at 2 Seaport Lane, Boston, MA 02210. He currently holds the position of Project Superintendent for the Turner Special Projects Division. If you have any questions please fee free to contact us at 617-247-6400. Sincerely, Meaghan Hooper-Berdik Turner Special Projects Division Operations Manager ............:...: LTPS INSIDE FA�� 3 l/2x9 l/4 LVL 2x6 SPIKE T SPIKE TC A A 4x6 4x6 4x6.o - - EXIST STEEL � 46 r' TUBE BRACING 0 A WINDOW ELEVATION 2x6 4x6 OAv,5 SPIKE TO 4x6 tic eG =n I A TURt'�L `' ! SECTION A-A 14 IYANNOUGH RD. ABERJONA ENGINEERING INC. DATE 12/23/08 STRUC7lAiAL{)ES1GAf BJVwno'kT RENOVATIOlJ RESTORAT[pN HYANNIS, MA ors MotnJr v�allo�s��r �L 78tns== JOB# 08354 P.O.Box 2Z FAx 78t7M�M wwCHEs�MA 010 DWG DRAWN BY: CLW SCALE 3/8'=1'-W SKS-1223 i f k - �� r '1}w :� 9 t 4 t s '�'� � d��=ri sue.• N4`"C""'"'�'M'"�""""�"�"R_� _ •. .. . h'P� �� 3 w`�•°s��k 3�a"'�y`:' '� -�' Y 1`9.� Y �t -tF i"' � `����� $�� .off^p� G 'y,.i^ •�� e` �t.:l i w%; '. r.. -�... .. .. _ Y� } 504 �5W 2� o e�.'„�x peg �+ � ""�.a. �yd "'1� .� • - - _ - .'_ Yr '�feM f 5TlR,�E€ q Y l h'"'4 •{ f`Y" '� 'k , A�. .� • - ywi`:. „y- q A<t�.ss:r� i �, r'' _ y" • '`��'v Kpd/!� wrsnr •' .. ' � .,fy , :;• �.:,� x. ���,d���`�� has,;'- r'` 4 -, ui �n 1s,?•''"`°�—.�.-:�. ;.COn. o,� r. ..cT'. r. �+-. .a,-•� ., tr # 4 - '... �a _=ri. rx StP(J •,Mi g atl .•:?•, , „ C,•r..: ,3 ' 1° {� .,. y t SUPerVIS- v taq aY.:: ;. ...,t O s, . . �;.: .. ..c ,�. ,tea.. � .� � �„ ,,a �,�. • , .. ��, Lic .:l As, r a" :.,, y r ra tee, Lice ens .. "I�'�' r,a.8.,`•"n .r� • d..,.� �e .�r. ! .l cE, se; .,. -i ."�41, C-J(pdC2t1 f p � ,rr @ �� 4• s r on 11/4/ ;. 8M� .' '4•f 51�" 1 ',P.'' zr�v,+'` r .^u:g aN'+2t; 4 t .;.rt .rly ' _ 20 9 "z ? r " � , M r /`Resstfiet n r Tr# 1032 NOM k ERALD R � . WEyM.". � t ^� r� } y MA77 etc^ .a; k - ,,,�,,,.,.,.�+•..-.c.... �C �( j `d DATE(MMIDDIYYYY) (�®�� CERTIFICATE 9 Y INSURANCE NC 11/03/2008 ACM. CERTIFICATE OF LIA���t�THIS G�T TE IS ISSUED AS A MATTER OF INFORMATION ?RODUCER (781)646-9300 FAX (781)646-1546 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE noghue Insurance Agency, Inc. HOLDER.THIS CERTIFICATE DOES NqT AMEND,EXTEND ALTER THE COVERAGE AFFORDED 6Y THE POLICIES BELOW. yv Sumner Street NAIC# P.O. Box 181 INSURERS AFFORDING COVERAGE Arlington, MA 02476 INSURERA. The Hartford INSURED Cathy's Inc. DBA Woo Co►1lmercl a Painting INsuRER B: Safety Indemnity 258 Willard St. INSURERC: Star Insurance Company Quincy, MA OZ169 INSURERD: INSURER E: C A ES BELOW Y CONTRACT OR OTHER DOCUMENT WITH RESPECT TO V7ERMS,EXCLUSIONS AND CONDITIONS OF SUCH THE POLICIES OF INSURANCE LISTEDTION OF ANHAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PER100 INDICATED.NOTWITHSTANDING ES, ANY REQUIREMENT,TERM OR CONDITIONES RI HEREIN IS PMAY OLICIES IN THE AGGREGATE LIMITS SHOWN MAY HAVE BE AFFORDED B EEN R;Y THE IEDUDCED BY PAID CLAIMS.SUBJECT TO ALL POLICY NUMBER000,000 LIMITS POLICY EFFECTIVE POLICY EXPIRATION - EACH INSR DO' TYPE OF RJBURANCE 08SBAII7528 10/15/2008 10/1,5/Z009 DAMAGE TORENTED $ 1�300,000 GENERAL LIABILITY PEIN X COMMERCIAL GENERAL LIABILITY MED EXP(Arty one person) $ 10,000 CLAIMS MADE Fx-1 OCCUR PERSONAL&ADV INJURY $ 1,000,000 A X Per Project Aggreg GENERAL AGGREGATE $ 2,000,000 PRODUCTS-COMPIOP AGG S 2 000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRO- LOC POLICY JECT 6201360 10/15/2008 10/15/2009 COMBINED SINGLE LIMIT $ AUTOMOBILE LIABILITY (Ea accident). 1,000 000 ANY AUTO BODILY INJURY $ ALL OWNED AUTOS (Per person) X SCHEDULED AUTOS BODILY INJURY $ B X HIRED AUTOS (Per accidenp X NON-OWNED AUTOS PROPERTY DAMAGE S (Per accident) AUTO ONLY-EA ACCIDENT $ GARAGE LIABILITY EA ACC $ OTHER THAN ANY AUTO AUTO ONLY AGG $ EXCESSIUMBRELIALIABIUTY 08SBAI17528 10/15/2008 10/15/2009 EACH OCCURRENCE $ 4,000,000 AGGREGATE X OCCUR CLAIMS MADE $ 4+000, 00C $ A DEDUCTIBLE $ ( X RETENTION $ 10,00 WC STA7U- OTH WCO220612 04/03/2008 04/03/2009 El EACH ACCIDENT $� 1 000,001 WORKERS COMPENSATION AND -- EMPLOYERS'LIABILITY E L.DISEASE•EA EMPLOYEE S 1,000,00, C ANY OFFICERIMEMBER EXCLUDED ECUTIVE E.L.DISEASE•POLICY LIMIT $ 1.000.00 If des ulDeUnder 10 Days Canc. applies on SPECIAL PROVISIONS bolaw OTHER workers comp. per MA law HCL Nutter McC�ennen & Fish LLP, and Turner Construction Company are named DESCRIPTION OF OPERATIONS 1 LOC TIONS I VEHICLES 1 EXCLUSIONS ADDE BY ENDORSEMENT I SPECIAL PROVISIONS hallow Pond Profess onal, , s additional insured for liability on Project # 1532700. Certificate for 1471 Iyannough Rd. , 1st F , yannis MA 02601-Nutter McClennen & Fish Project. Y****Additional Insured does not apply to Workers Compensation per Mass. Law***** C CELL TI CER FIC TE O DER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CAN BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LE BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY Turner Construction OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATNES. 2 Seaport Lane AUTHORIZED REPRESENTATIVE Boston, MA 02Z10 � , A Q,D . 0 ORATION 1 ACORD 26(2001108) c-ma (CERTIFICATE ®F LIABILITY INSURANCE 111101zo 8' PRODUCER (800)333-7234 FAX (508)655-8853 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION EASTERN INSURANCE GROUP LLC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 233 WEST CENTRAL STREET HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. %IATICK, MA 01760 INSURERS AFFORDING COVERAGE NAIC# INSURED Closure Company LLC INSURERA: Excelsior' Insurance Company 11045 17B Gill Street INSURERS: Woburn,:•MA 01801 INSURER C: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDIN ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS- ILTRNSR OD' TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY CBP8380747 02/12/2008 02/12/2009 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 500,000 CLAIMS MADE rXj OCCUR MED EXP(Any one person) $ 5,000 A PERSONAL&ADV INJURY $ 11000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000.000 POLICY X PRO LOC JECT AUTOMOBILE UABILITY BA8381147 02/12/2008 02/12/2009 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ 1,000,000 ALL OWNED AUTOS • BODILY INJURY $ A X SCHEDULED AUTOS (Per person) X HIREDAUTOS BODILY INJURY $ X NON OWNED AUTOS (Peraccidenl) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY CU838474,7 ,02/1?/2008 02/12/2009 EACH OCCURRENCE $ 10,000,000 X OCCUR CLAIMS MADE F. AGGREGATE g 10,000,000 RXDEDUCTIBLE RETENTION $ 10,00 $ WORKERS COMPENSATION AND WC838-0947 02/12/2009 02/12/2009 X WCSTATLI OTH- EMPLOYERS'LIABILITY - A ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 11000,000 OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYE $ ] QQQ QQQ S yes,describe PROVISIONS E.L.DISEASE-POLICY LIMIT $ 1,000,000 SPECIAL PROVInder below OTHER DESCRIPTION OF OPERATIONS I LOCATIONS!VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS E: 1471 IYANNOUGH ROAD - 1ST FLOOR - HYANNIS, MA 02601 - NUTTER MCCLENNEN & FISH PROJECT #1532700 HALLOW POND PROFESSIONAL, LLC, NUTTER MCCLENNEN & FISH LLP AND TURNER CONSTRUCTION COMPANY ARE NAMED S ADDITIONAL INSURED. CERTIFICATE HOLDER CANCELLATION -M SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, TURNER CONSTRUCTION BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILI 2 SEAPORT LANE OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES, BOSTON, MA 02210 AUTHORIZED REPRESENTATIVE /1 ,Rosemary Fulham/PMA t/y�� ACORD 25(2001/08) OACORD CORPO TI 8 ACORD� CERTIFICATE OF LIABILITY INSURANCE 1PCVRDSA DATE 1 10/2008 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Turner Surety and Insurance Brokerage, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE I00 Tice Boulevard - suite 250 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Woodcliff Lake, NJ 07677 (201)G44-2500 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. I INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA:Liberty Mutual Insurance Company Turner Corporation —_— Turner Construction Company INSURERB:Liberty Mutual Fire Insurance Company 901 Main Street - Suite 4900 - Dallas, TX 75202 INSURERC:Liberty Insurance Corporation INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSR ADDI POLICY EFFECTIVE POLICY EXPIRATION LTR INSRC TYPE OF INSURANCE POLICY NUMBER DATE MM01) DATE MMIDD LIMITS A GENERAL LIABILITY TB1-625-092815-048 11/01/2008 11/01/2009 EACH OCCURRENCE $ 2,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea ucwrenca $ 2,000,000 CLAIMS MADE OCCUR MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 2,000,000 j GENERAL AGGREGATE $ 5,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOPAGG $ 12,500,000 X POLICY PE 7 LOC B AUTOMOBILE LIABILITY AS2-625-092815-018 11/01/2008 11/01/2009 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ 2,000,000 X ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per parson) X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Par accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY•EA ACCIDENT $ ANY AUTO OTHERTHAN P.AACC $ AUTOONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ C WORKERS COMPENSATION AND WC2-625-092815-038 11/01/2008 11/01/2009 X 11 WCSTA7U- OTH- EMPLOYERS'LIABILITY Employers Liab./Stop-Gap E.L.EACH ACCIDENT $ 2,000,000 ANY PROPRIETOWPARTNERIEXECUTNE OH, ND, WA, WV, WY OFFICER/MEMBEREXCLUDED7 E.L.DISEASE-EAEMPLOYEE $ 2,000,000 Des.descr''be under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 2,000,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS LOCATION: NUTTER MCCLENNEN & FISH, LLP, 14761 LYANNBOUGH ROAD, HYANNIS, MA 02601 JOB 41532700 ADDITIONAL INSURED: SHALLOW POND PROFESSIONAL, LLC; NUTTER MCCLENNEN & FISH, LLP CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORETHE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICETO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. PUTTER MCCLENNEN & FISH, LLP WORLD TRADE CENTER WEST 155 SEAPORT BLVD. AUTHORIZED REPRESENTATIVE BOSTON, MA 02210 Page 1 of 1 ACORD 25(2001108) ©ACORD CORPORATION 1988 i Nutter, McCiennen & Fish LLP Project Directory Project#1532700 [Of All Project Team Members,Grouped by Company Type] 1471 lyannough Road Hyannis,MA Telephone; Fax: January 05,2009 Turner Construction Company Company Code: TCCO Secondary Address Two Seaport Lane Tel: 617-247-6400 Fax: 617-247-5456 Boston,MA 02210-2063 Ms.Laura Jolly Project Manager Tel: 617-247-6400 Cel: 617-293-7226 E-mail; Ijolly@tcco.com Mr.Jerry MacWilliam Superintendent Tel: 617-247-6400 Cel: 617-592-1154 E-mail: jmacwilliam@tcco.com Mrs.Ericka Pasersky Sr.Project Manager Tel: 617-247-6554 Cel: E-mail: epasersky@tcco.com subcontractor. Closure Co.,Inc. Company Code: CLOCO, Current Main Address 17 Gill Street Tel: 781-935-7220 Fax: 781-933-0317 Woburn,MA 1801 Mr.Brian Cole Project Manager Tel: 781-935-7220 Cel: E-mail: b.cole@closureco.com Paul Lambert Estimator Tel: 781-935-7220 ext Gel: E-mail: p.lambert@doserco.com 111 Wood Commercial Painting&Wallcovering Company Code: WOOCOM 09900 Current Main Address 258 Willard St. Tel: 617-471-2188 Fax: 617-471-5423 Quincy,MA 02169 Mr.Bruce Wood Tel; 617-471-2188 Cel: E-mail: TCCO-Project Directory-Grp by Comp Type_V4.rpt Turner Construction Company RPT Revised: 10/2/2000 Page 1 of 1 �t"Eti Town of Barnstable Building Department - 200 Main Street . ► AB , * Hyannis, MA 02601 9�A 6� a, ' (508) 862-4038 Certificate of Occupancy Application Number: 200707289 CO Number: 20080143 Parcel ID: 253014X01 CO Issue Date: 07117/08 Location: 1471 IYANNOUGH R0ADIR0UTE132 Zoning Classification: SPLIT ZONING Village: HYANNIS Gen Contractor: HAWKINS,DANIEL Permit Type: CC00 CERTIFICATE OF OCCUPANCY COMM Comments: FOR UBS Building Department Signature Date Signed Town of Barnstable o� Building Department - 200 Main Street BARNSTABLE. * Hyannis, MA 02 601 9 MASS s639- . (508) 862-4038 RFD MA'S� Certificate of Occupancy TEMP C00 Application 200707289 CO Number: 20080055 Parcel ID: 253014X01 CO Issue Date: 03121/08 Location: 1471 IYANNOUGH ROADIROUTE132 Zoning Classification: SPLIT ZONING Owner: SP PROPERTIES LLC Proposed Use: 1330 PHINNEYS LN HYANNIS, MA 02601 Gen Contractor: HAWKINS,DANIEL Permit Type: COMM TEMPORARY CO 23 SPRING ST. DUXBURY, MA 02332 Comments: TEMPORARY CO ISSUED FOR 60 DAYS - EXPIRES MAY 21, 2008 5 Building Department Signature Date Signed L TOWN OF BARNSTABLE, . Buildin o� g Application Ref: 200707289 Q m• BABNSTABLE, ' Issue Date: 12/07/07 Pter 1 lI 9 MASS. �pr16 9. A� Applicant: HAWKINS,DANIEL Permit Number: B 20073033 Proposed Use: MOTELS Expiration Date: 06/05/08 Location 1471 IYANNOUGH ROAD/ROUTF.chRg District SPLTPermit Type: COMMERCIAL ADDITION ALTERATION Map Parcel 253014XO1 Permit Fee$ 1,093.50 Contractor HAWKINS,DANIEL Village HYANNIS App Fee$ 100.00 License Num 067850 Est Construction Cost$ 135,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TENANT FIT UP FOR COMMERCIAL OFFICES IN NEW BUILDING FJ1R THIS CARD MUST BE KEPT POSTED UNTIL FINAL UBS -INTERIOR ONLY! INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: SP PROPERTIES LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1330 PHINNEYS LN INSPECTION HAS BEEN MADE. HYANNIS, MA 02601 Application Entered by: PR Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT.TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR.ANY PART THEREOF,EITHER'TEMPORARILY OR"PERMANENTLY: ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING C ODE,MUST BE APPROVED BY THE JURISDICTION. STREET ORALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY OBTAINED'FROM THE DEPARTMENT OF PUBLIC WORKS THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS.OF ANY.APPLICABLE'SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). '1--. 4Al BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS U 2 L 2fA/" 2iv ✓S� fl /a/ 31 7 le)8 3 ( '— (- O� 1 deating Inspection rovals Engineering Dept co Fire Dept �N 2 Board of It +f a.I?-�I �� 30 I Pror�-r PROJEC ur!d �l Q f�j CE NAME: CM0 . 1��nl�u1 01 L ADDRESS:- r7� PERMIT# =�'4p 7� 3�cSL pOd �? 0 3 DATE: 7 3 d o �/ M[p: :zo/ 7 LARGE ROLLED PLANS ARE IN: BOX' SLOT -- 3 DATE: q/wpfiles/archive , W M11/21/2008 FRI 12: 02 FAX 781 659 8103 CALLAHAN\HOFFMAN U001/009 ® CALLAHAN/HOFFMAN C 0 M P A N Y FAC 00HOLC. COWER WER SSNEEU TO: fti NAME: Phi v / Ro M a �L COMPANY: co FAX#: 5_0,q Z� o 4gzz3DTODAY'S DATE: I! /Zo- FROM: NAME: DAN HAWKINS NUMBER OF PAGES. COMMENTS: �tt� oSP a�P 5,v�✓M-TTa / to-z c i` Sh o ",:roe el 117 /!��' /t-tOr'e •. 00MMERCIA.L BUILDERS 341 WASHINGTON ST. NORWELL.MA 02061 (781)659-8100 FACSIMILE(781)659-8103 I 11/21/2008 FRI 12;03 FAX 781 659 8103 CALLAHAN\HOFFMAN 2002/009 f ' -7 /YP H0w-1ZONTAL FLUORESCENT W P"60 LLI m - 11J a 2/0' Pon-Size! 12•x 16 1/a' Coiling Cur CtVl.b 1/2-Dia, O W/SCA:9 %g-Dia SPECIFICATIONS FEATURES • HOUSdNG-20 9nugo die formed olvanlied sloYf® Morizontal lamp placement and reFleclor de3lgn provides pnn/pia&tar Iramo wider light distribution with a lowor profile for shallow plenums • REFLECTIVE SURFACES=Sam(•spoeular low iridescent 1CS) - . sail,-hongad reflector offtrs maximum lamp performance Finish aluminum slandord(other finkires available) wilhoul lamp imaging • ELECTRICAL—Pre-wFrad of fociory For easy held • Sturdy orie-ploca pan conslrucilon Installation • Adjumo6la mounling breckals(bar hanger&optPanoll • LABELS—U1 haled to U-5.and Canadion safety standards for through branch circuit wrring and wet (ocollon under • 605y-access Id gaugo galvanized stool lunclion box wish Iwo c—ared calling snap-on covers MOUNTING -Rocosbed Pro j s SRALLOW POND CENTER INF 080 PH60-1-32TEB CS BH EM ORDERING INFORMATION r• � 1 TOTAL - - SWIES IAMP6 WATIAO@ LAW IIASE OPTIOIiS VOLTAGE _ ErAurta PH60 -B1 32T415 GX24g-3 - UPTIONS - 120 OPTIONS - PH6D e'Navnd Recoe►ed Downlghl 3 - 511aw16 ImAn tY rrorno Ions W/AAC or MBlPlw.o. asl�HerlSoolal FFoor•ac6ni - CCS Cbom a s Go 'ra loci r WOII Wa%h - ••eD 'Gdd re tact&." F ao - p LAMPS WATTS 4.PIN 2-PIN Wf Ilavl no leelol BM 2 Oer 2 100 G •1' OX27 H n . PI Eme .-Cy Boller Pock , 2 Ie0 - G24"4' 62+ •2 SO s -ry ow ralleclor DIM E otlramc Dtmmin Bal oil a 18G - r2 •J O .9 MWT "Mel e W Oa-Tn,a _�. _ €oeyonle Bellest 2 •2• O -2 Mlcre- el la comult louv, -t9 [61ta a Planv,a I - `26Q G24ea' G2A44 ID Lyminovs Dtak YOKE Ya me ke u�t ref odor 92T•F� GX8Inou•.Dlak Qpvn •IIGTIL'O Ravetrr M ZT•® P&L -4 - — IR Lummin ov�ilnp Pan esaombiV AC. - Accent[ane.Iso•alelenl avvvhleuo VOLTAGE &• �••�' - . 120.277 120.2 v - SCA SIOPv Col ing AdOPlor(S,.dgd.p.:dar _ -• .. - _ _ - CJ9 Prlamane Isnv wyAC or - co5)� Clear Glo..5_laid w/AC or MO oo i n Fi n i ll y . . H' E. Wdliam•s,rinc:_•. Carthage. Missouri • WWW.hew.com 417-358-4065 fax: 417-358-6015 . - - - Roca itod Fluorosc„nl Paco 7 11/21/2008 FRI 12: 03 FAX 781 659 8103 OALLAHAN\HOFFMAN 2003/009 FERGUSON Dadddrio Ell 0 4LEY company :SUBl1 lT, TAL,PACKAGE PROJECT: SHALLOW POND PREPARED BY MICHAEL A MARTEL DATE 08/07/07 TYPE.A GLTG—G10003=6/26CF- -G TYPE Al-Ty. �'C, 10003-N-� - TYPE B—I PH60-X-32TEB C BLI- EM TYPE C—GINGER SYNCHRO -GC-1982 TYPE D—HEW-7"-432-EB4-UNV TYPE D1- HEW-,,76-4-232-EB2-UNV TYPE D2= E 6 1.225-EB2-UNV TYPE G--INF—PH60-226Q-EB-CS-$H-C73 --- f k0A)t F°f '�z 0 TYPE SL1 VISN—PST-1-T4-150=M-6-BOA,6- LP/SLATS-4S-11-W-S1 TYPE SL2-VISN-[2] PST -1-T4-150-M-6-BOA6- LP/SLATS-4S-11-15'-D2 TYPE SL3- VISN—OWK 2-8R42=PR-70-P-6 _- TYPE X—EMGI--ELXN400R., � ,22�R9 TYPE EBU—EMGI JSM36-2-V RE�� oy��2 0�35 TYPE WP—EMGI—EF11 [D] e .; K .MP 9 11/21/2008 FRI 12: 03 FAX 781- 659 8103 CALLAHAN\HOFFMAN 0004/009 r .BROWN LINDQUIST FENU,CC1-0 & IABER AR,CHI7ECTS, IN, C. Shallow Pond Hyannis, M 1. E.C. to resubmit Type A&A.l with correct size&model numbers(fax submittal will be accepted). 2. E.C. to,verify "CS"option on Type "B" fixture. 3. Re-subunit Type `F' fixture as specified 4. Provide Type `G' front canopy and(5) @ 2°a floor deck only, 5. See optics change on""SL3"bollard fixture -. AP �AS CORRECfEO i� It checW Wbwai hodtz tion MAY be undt3r an. Appowdwaro4whMft changes to tffa Comad Sam antose stared It sew&%kow of dwo order. If checkW below.tabrica"MAY t4OT e® uwa"an, Ravubrnk asrteatod copses for final vwval. .Corret>oon shalt b$"Oft Item sharked Ran a SU Mrr NW APPROVED 13 Auotm"is Orly for c0mv-"Ice WM to deso otaACW of the.pmjv,; .:'d cc.nplikrre dpprtnywnq. The contt=or is roapertWo tot i dlrnAlnlorts b be cvnfiimed arri corrolaW 01 the ago,ke tle kffarrnation that pertainasd* to ore■bticdlar+plocosaea or to fete mttitr v.- rmeriods,taftipues,sequencas an0 ptooedum 01 e0tW UGdW.and ror cootd 66Rt of te WroAi bf aN trades, The ard0lootls! apprvvel of a speciifc Item does not indlwW tfwef of an assemW of which the item is � Y PP a ct,RtponwAL BROWN LMQU7R5T FENUCCIO l9i fiABi;R AC�'rdT1ECTS - 92�NLinSI-.Yamf0uthpon,MA 02675 . SpH.3G2-B382 :SO8-362.38ZB '• 13Y 0/ An l&/lJ 0 is 203 WILLOW STREET"SUITE A - PH 508-36.2-8382 YARMOUTHPORT MA 02675 FAX 508-362-2828. WWW.CAPEARCHITECTS,COM 11/21/2008 FRI 12: 03 FAX 781 659 8103 CALLAHAN\HOFFMAN U005/009 BIEIR . 28 Main Street,Buildirig 3A I North Easton,Massachuscas 02356 1 T 508.230.0260 1 F 509 230.0265 1 BER®BERznginccring.com LIGHTING FIXTURE REVIEW COMN[ENTS SHALLOW POND Hyannis,MA Submittal No.: Dated: 8/10/07 BUII.DING ENGINEERING RESOURCES,INC. THE ACCEPTANCE OF THIS SUBMITTAL DOES NOT RELIEVE CONTRACTOR OF HIS REQUIREMENTS TO COMFLY WIT14 ALL DRAWINGS AND SPECIFICATIONS_ SUBMITTAL REVIEWED FOR GENERAL REQUIREMENTS ONLY. ❑ No) xception$Taken X Accepted As Noted ❑ Revise and Resubmit ❑ Not Accepted BY: SRB DATE: 8/14/07 1. Contractor shall verify all quantities 2 Fixtures type B & G shaU be provided with emergency battery ballasts. 3. All colors shall be verified with architect Go r 3 m n^ N 71 all - J r _ IN m - _ ^+ w co at 4n LA y co PO 4L FR ' BLOWN LiNDQUIST FENUCCla&RABER :cn.r— PROPOSED ti � ARC� tEcrs, INC. PO r. ,r�4 cam �s — �, WeM828 v 'HYANNIS MA: v 11/21/2008. FRI 12: 03 FAX 781 659 8,103 CALLAHAN\HOFFMAN 0007/009 LEG D DtwnNts=08WEON akvaroNs - •N.L S4i801S VAY NOT HE WNN ON PIANs RACEWAYS AND WIRIhLG F 'ALARMSYST M r Ph1:3f+ 5n Fktl�` NOt#RNN9lU PAHFIBQ(tdf 'W'D PANEL.'1,3,5' �) YANx,➢m Srll w MOfl n 4a"AFF DUMTESSu� _.._[( 2� 1V 1$]_PhR�eEf �oF SDI mkw 2#12 1 12G-3/4 C UM.fSSMC4f11181 � y� Nm�p/yigaAL.MANYOUIaiFD BO'Am1!'OENOT6 m�Fd-UNIT P4-2. $KI-P4�.� lu P�OAM W,ff, P 'GExQtts � ot4Y Ow wwm-W AFF. 0fM 20 AMP-IPOLE NJ2BM,GP�A ►GRrs DENDIES �' pNpIDE1ECm DE7EL m T own offmw 5tm RUE= QO/3 • .mmo Ii;OF 7AvfO ODNf)UC=IN WOW 3/4"C SWJt sn0 12W WW MUM #,Vmq F 5aw s �& �D Pa.latmil 6E-WaL F�MUCK RACq(A ►�a1F14iYl @ 1w 190 r 19Q F Fll�o,pLrE�r1°a, . e----- 410,11W as moo ONLY wm SWKM IMIE 1 WMV fLqMM AND DWALIM 6Y lK FUSE —PE—,Pow woo DUCT akNK ® pwco,�*WM Of 11$nEftt L�ortr�lAR 'S otr>WtV'cdN'Du11'0=eluec .. .. '�AM S erg - T' j1.FPiIO F-so ACE CONDUIP ma B'Ak W(TM DW6R,kW-,0PQ1 DEVU LIGHTING G FIXTURES 1�1' P4 XA'W Wx -- OIJGI iCn(MI1Ep1oR Mhifi SWAM TUBE FiKIiA�1Tf'f.-2 DFN01F5 CW MWI , 'a DE t&0 'SwAiON ® i� SIOILE DM W TM `.mow FOC m leap To,Coksrmr-4m NW UGw GROX � Fa ALttKRll• pktkl . =W.Way MM-10R'INOEW 51W � Fk-L ON fpOQIE ANNUNMTOR ffgmsc OR Cate r'FLF�o +r.' AR,st> r ®' 1' AB CAL f�9A1 'Q. Ut111Ni1D LIGFRQiO FOfRlR� . AD9 .aiot INDULE' V -cftw FRAIm LIiAtlmn Daf am Aidim A5 06ym.DN Dom" � Fw,#*a1-,BF1bw ;Au_.IiOUNtED-ds►A+nilvEO^far SID(F-s+Ho¢+G t�IC�TES fi1�EF� �' ;t4�Rx,pox '' • . . � :'°►EXcr-exffERr`rtu' ' .. ,,: E UIp MENT . � °a'.palE ENDIGT 4>�,Y;� :- �'Doo�'u"sue. •: .. � .. ' 1ffAm mw nomcr OWT 1lteiif FUftUEiEE fl" : IIOUNIED'S11E Lk 10 FRI,iSRSE —' PAN�iBDtiARD.e5t1fzF14 �idlR{iED . - ,Wa E{dW AM'ffAS,"UD&W W IWA=ANO QL •nF A ° • ''X5'SHdkN Oai F1JD,D(I-�.PlA[l4 n r, ., � OlINC11QR!dBQ�lm"��FIE+C . T� J1IY IT-c (IIOUMED y8'�Fa) �IQIDI&",'P�',rpEjfp `d t 11A�1`dt`t • � :I�pg.sr�Fl�martnl' QWUL1 srz£NUa 1 SWA,PDkE-''FQ=bYlaG41--*e DENDFR FDa W QgRDL.• -. CVF3tLM0?'p'DO�niFS F+q)DT'liC! K N f!l�FA�4{,Fda1DR 811iRilR'Yf1 111Qput_ PA ( R4vsE6& tag S11MK''WIr OFcm 30,*T� 3,P;Di.E.§1ma Si' jf7UR�illr ice, � � NNF,C�811RCi(��^JO/2a/J'r Dilf�ES.30 A�/3°Pdl•F's�t11�� �l�A/3 . SFi15E K�y vw, ",SOW pj :STAKIER S12E O� AN4.F 1�slrtrai • �P Sil�i'£aool'e 1Dt�;I.E. 1 hm1<il�c:uG� ., s> n�t��eriv;► O '. Sa" W,W WM%$1lrcli-�Gao llXtr ti '1�/17�F' � t�iiYpE q ribk IW�fffO!(F�F�TDt1HAtt�ol�f SQ�DU E A T „ %� h1YAl f1aUN1ED'llffER 511'ifC EQ,1O,WSZZOQRER�15 i0D`3 ;► "'1 �?'IPC KA i1$1t x 1�a51 rtitIIt [G•'ic a � loom , GEPTACLE�4� xr`vau s�i •<,t Y 'a°' " ,�„t, fiY�J�� ,•" %r �S�t x _II,111 'PAG � , • i�i � 3;e :'4.'�r� <F `ni T �K��FD�E I ,, yDF214IF,5sfNFiaF�ilr - .,' . . ��, ��a;x e°,{v���1�#DI�DC`I,1�y/W I/lyt' �6°.ARl1dE [� '� r tJ E'r'r! a.. : .. r ! ,. •; ., . TW QF(�4j►Fj��l•�. t�lv�µ/1C.+w+��►y�'y{�yw'p��Ai1pr><s;-OFE wit ' ,CfY� '.F.RiiP1.DI�ACIf'dflortr4��• >.. n'?�'R'!"� .. .., .. .a a�2f ll11%<f7iih�E°'. ��' d �,'Ii.t)EfA1ES:1YRE2 SFFz'S7'EiL ' ,tee;,' � � 1 :. I it it lili� I vs I�et �• •. r li a. i a • r• I� -rAss.�oa w .i .�����I�I I OEM ij i i�� I �I .�� I i i 1'f' 1 Y't - a.� •��•.. ^I I � IYi I� I yl I I !�^i � I � � I � I �� � ��: y !i ►!• ,.�: 1 s P - .��nwn��•�w�n���f FI Pt - Pl nl �• is - s R i .y qy �� •A� �t2•' ins 6lh.� L,v.�.j+sa �t� _ F. . I' a:w1•:-- :',: Z.�1 � � fa '� r. t+ � 171 •� r r i _ {t � dt•11f'�ri S"��'I � � 0 � `"yY.� i 0' •! -i.h � Aria .rmr lI�a_lacnal�sEt�l�ti�af;��, .�� Hill TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION S Map ZS 3 Parcel Olu- —X O/ Application# Health Division *wbNo'l �0-76-�_7C Conservation Division. Permit# Tax Collector Date Issued Treasurer Application Fee. , 0 V37 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board p3� Historic-OKH Preservation/Hyannis Fw et GOD Project Street Address 14k 7 l T y4 n n o u 4 h Village J Owner Address 4;1F C 047;-V• Telephone 2 3 // Permit Request e^-► R Square feet: 1st floor:existing proposed S 2nd floor:existing proposed 8,5-7/ Total new Zoning District Q Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size / �/g SF Grandfathered: U Yes ❑ No If yes, attach supporting documentation. L Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure S r5 Historic House: ❑Yes 0 No On Old King's Highway: ❑Yes ❑No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Mane Basement Finished Area(sq.ft.) D Basement Unfinished Area(sq.ft) O Number of Baths: Full:existing new Half:existing new (3 Number of Bedrooms: existing new D Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: Off Gas ❑Oil ❑Electric ❑Other Central Air: IR Yes. ❑No Fireplaces: Existing New o Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size - Attached garage:❑existing ❑new size Shed:O existing ❑new size Other: Zonind Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial i9Yes ❑No If yes,site plan revidw# Current Use_ I- d / Proposed Use 0427cQ s i 1 e" d BUILDER INFORMATION Name1/ate Telephone Number 7$I �'S_ LC427_ �'// �,� ,�' i Address 4 �' c� v .,,a� �o. . .�•�c License# C S D�7�SD=l CA k/-s A%hV7417 5-7 Home Improvement Contractor# ° Worker's Compensation# 6 2007 ALL CONST71JCT N DEBRI RESULTIN R M TH S PROJECT WILL BE TAKEN TO �se��a � J . � rr� SIGNATURE DATE 7 p FOR OFFICIAL USE ONLY PERMIT�NO. r, ' DATE ISSUED MAP/PARCEL NO. f - ADDRESS :VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL t ' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL f- FINAL BUILDING y�' P8 pg_ f'' F DATE CLOSED OUT >' ASSOCIATION PLAN NO. f,. ' The Commonwealth of Massachusetts c- Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111' �1_POO www.mass.gov/dia ' Workers' Compensation'Insurance Affidavit: Builders/Contractors/Electridans/Plumbers A licant Information Please]Print I.,e ' 1 Nam (Business rganization/Individual): C4��i G/� ® a� �. �^�• . Address: l kl fig City/State/Zip: Nv ,,,,e � /`�/9' ©Z�� Phone.#: •� 'g�� Are you an employer?Check the appropriate box: :Type of project(required):, 4. I am a general contractor and I 1:❑ I am a employer with 6. ❑New cons employees {full and/or part-time). truction . '• * • have hired the sub-contractors , listed on lhe'attached sheet. 7. ❑Remodeling 2.❑ I am a'sole proprietor or partner- These sub-contractors have 8. ❑Demolition: ship and have no employees employees and have workers' �porldng for me m any capacity. $. 9. ❑Building addition [No workers' comp,insurance comp. insurance. 5. We are a corporation and its 10.[]Electrical repairs or additions required.] officers have exercised their l l.❑Plumbing repairs or additions ' '3.❑ I am a homeowner doing ill-work . myself.[No workers' comp. right 6f exemption per MGL 12,0 Roof repairs insurance.required.]t c. 152, §1(4),and we have no ] employees. [No workers' 13.❑ Other comp.insurance required] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners,who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. #Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether ornot those entities have . employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I ant an employer that is providing workers'compensation insurance for my employees. Below isA policy and job stte' information. /! Insurance Company Name: Policy#or Self-ins.Lic.# WC ZZ.00 7 Expiration Date: HA- job Site Address: �� Gnn O City/State/Zip• HyGn^%S . HA' Attach a copy of the workers'compensation policy.declaration page'(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal.penaI es.of a. ...... fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK,ORDER and a fine of up to$250.00 a day against thq violator. Be advised that a copy of thin statement maybe forwarded to the-Office of Investigations of the 1)IA for insurance coverage verification. I'do hereby card un r the ns and n ties of •ury that the information provided above is true a it correct: Si tore: " Date: Z Offac7ar Do not write in this area, to.be completed by,city or town official City Permit[License# Issui (circle one): A.Both 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Ot ConPhone#: Information and instructions ' Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as "an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a:-deceased employer,or the receiver or trustee-of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or,the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house . or on the grounds or building appurtenant thereto shall notbecause of such employment be deemed to be an employer." MGL chapter..152,,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license,or perffiit to'operate a business or to construct buildings in the commonwealth for.any applicant who has not produced=acceptable evidence of compliance with the insurance coverage required:" Additionally,MdL ehapter..152,§25C(7)states"Neither the commondvealth nor any of its political subdivisions shall enter into any contract for.the performance of public•work until acceptable evidenea•af eomm9am e.with:tlie insurance requirements of this chapter have been presented'to the contracting authority.'• Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supplisub=contLactor(s)'name(s);address(es)and phone number(s)along with their certificate(s)sof •, ; ,; insurance. Limited Liability'Companies'(LLC)or Limited Liability Partnerships(LLP)with no employees other than thee. members'or partners, are not required to cany`workers' compensation insurance. If an LLC or LLP:does'have; employees, a policy is required. Be advised that this affidavit may be-submitted to the Department of Industrial Accidents for confirmation o£iiisurance coverage: Also be sure"to sign and date the affidavit. The affidavit should be returned to the-city or town that the application for the permit.or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are require$to obtain a workers.' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their sel€insurance license number on the appropriate-line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the-affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"lob Site Address"the applicant should write"all-locations in (city•or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related fo any business or commercial venture (i.e.a dog license or permit to burn leaves-etc.)said person is NOT required to complete this affidavit. The Office of Investigations would Like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call The Department's address,telephone-and fax number:. °Thy C0.MMd1iWWth Of Mmac i kit eut of,laldusWal Accidents Qfft" of uv4isttgauous W B an,,,_CIA 02111 - TO.#617-727-000 ext 406 or I-M-MASS,AFE Revised 11-22.06 www.mm.gov/dia • s Town of Barnstable. Regulatory Services ( ' BAxxsra8 ' ' Thomas F.Geiler,Director �ATfG 3MpiA�� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town,b arnstable.ma.us office: 5 08-8 62-4'03 8 Fax: 5 0.8-790-62 3 0 Property Owner Must CoMplete and Sign This Section If Using A Builder I, --SUS ►1 � l/ , as Owmer of the subject property hereby authorize �j to act on my behalf, in 51 matters relative to-work authorized by this building permit application for; . L RJ (Address of Job) Sign e o er Date _ C�Se P e. lec Print Name OrORW! SION Department of Public Works 47 Old Yarmouth Rd. P.O.Box 326 Water Supply Division Hyannis, ma. * * 02601-0326 * BARNSTABLE, 9 MASH. TEL:508-775-0063 1639. ♦0 Hyannis Water System Operations FAX!508-790-1313 July 6, 2007 Town of Barnstable Building Inspector Town Hall Hyannis, MA 02601 RE: 1471 Iyannough Road Hyannis, MA Dear Sir: Please be advised that the above water service was shut off and the meter removed on. The owner has informed us of plans to demolish the building. Sincerely, udy Bent j Hyannis Water System WWP WhiteWater.Pennichuck Operated and Maintained by WhiteWater,Inc.and Pennichuck Water Services Corp. JUL-23-2007 MON 02:53 PM KEYSPAN ENERGY FAX NO. 508 394 5019 P. 01 1?7 W11"Iter; l'a!h "'01111t Yninii jlfi, NtA 02664 July 23, 2007 Dan I lawkins C:al kahanA ioffinan Co. FAX: 781-659-8103 1.17?: 14171 Iyanotigh Rd., I-lyarmis This is to Confirm that the natural gas line to the above address has been rwt and eapE,aa,d as requested. This was dolte on July 23, 2007. Ifyou leave .lily qut;stions please call me at 508-760-7481. Susan MeWllin Yield Coordinator Kcyspaii Delivery Counpany �508957;45108 NSTAR YARMOUTH 10:45:51 a.m. 07-19-2007 212 NSTAROne NSTAR Way EL EC rR/C Westwood,Massachusetts 02090 GA S July 19, 2007 Attn: Michael Degnan SP Properties 1330 Phinney's Lane Hyannis, MA 02601 RE: 1471 lyannough Rd. To Whom It May Concern: At NSTAR, we're committed to delivering great service. This letter serves as confirmation that, as of 07/15/07, the electric service to the old Rainbow Motel at 1471 lyannough Road, has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (781) 441-3334. Since ly, ustin Reihl New Customer Connects i CORDI. .M L,nent�r:ai-ai �HLLAnvrrmi CERTIFICATE OF LIABILITY INSURANCE 6/2T7/07 DDnYYr� PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Smith Insurance, Inca ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 15 Liberty Way HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR y y ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Niantic,CT 06357 860 739-3322 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Quaker Special RISK Callahan Hoffman c. INSURER B: Mt. Hawley Insurance Company 341 Washington Strreeteet INSURER C: Zurich North America Norwell, MA 02061 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRADD' POLICY EFFECTIVE POLICY EXPIRATION LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD/YY DATE MM/DD/YY LIMITS A GENERAL LIABILITY BN531992 05/24/07 05/24/08 EACH OCCURRENCE OCCURRENCE $1,000 000000 X COMM C X BVPERCIAL GENERAL LIABILITY DAMAGE AMAG ETO RE TEoccurrence) $1 OO OOO LAIMS MADE 51 OCCUR MED EXP(Any one person) $rj 000 D Ded:2,500 PERSONAL&ADV INJURY $1 000 000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 POLICY PRO LOC JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) $ F1 PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $E AUTO ONLY: AGG $ B EXCESSIUMBRELLA LIABILITY MXL0361972 05/24/07 05/24/08 EACH OCCURRENCE $1 OOO 000 OCCUR Fx_]CLAIMS MADE AGGREGATE $1 000 000 $ DEDUCTIBLE $ RETENTION $ $ C WORKERS COMPENSATION AND 7666A22007 05/24/07 05/24/08 X WC ATU sLIMIT X 0ER EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $500 OOO ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $500 OOO If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $500 OOO OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS r CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Shallow Pond Professional LLC DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10_ DAYS WRITTEN 683C Main Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Osterville, MA 02655 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. A U T�D_R E P R ES E N TATI V E ACORD 25(2001/08) 1 of 2 #M8324 JCK O ACORD CORPORATION 1988 r IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25-S(2001/08) 2 of 2 #M8324 „), .,t. !f f"•,6ili',' &T (tG,y R1O It n' ivF`,cu.,^•m'2i;Gq:"h n:'>^' ,- 6/27/2007 R ¢){41!!I •,"• ii! .!f;, i?,:n �r'..a K+ , 4• waj)� v `o LY ANp IC PRODucERrt$CERTIF � ATE IS ISSUED AS A MATTER OF INFORMATION CONFERS NO RIGHTS UPON THE CERTIFICATE Agnitti Insurance Agcncy,Tnc. H LDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 21 Franklin Street! AlTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. )Quincy,MA 02169 COMPANIES AFFORDING COVERAGE COIN DANY Atlantic Charter IlTsuranGe Company VDAC URED CON ZANY Browning LRCavators h1C, COM ANY PO Box 310 Marshfield Hills,MA 02051 c NY r R! �R, y4d,,. .a,. -k; i •,°$4n: ,d;);l,.' ( `{+ wilil ..1 ,.f�L_xaC:?tt11a,»,j�N,S7P1-:il::"?;:;::,:w��S�:..:•,.i:c�;:!(;•..C9R1CPAs,iIE:S�i� rJl r. ._ .:n 11; ,,,�6 :�.N?i,.•SRC..�GS)7,i�ii:,,`f{S{;I;:,.,.�h(tcilf#�.�tr.r,;.,,L,:j.p�.,dt;::#:..1::.;;)dG,;-_-,..p,:;L'..!.�Is;:,h�h:....,11��d;�?:!C,:Ir::: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUE TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDINO ANY REQUIREMENT,TERM OR CONDITION OF ANY CONT CT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLIC ES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDU ED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER P Y EFFEC71VE POLICY E WRATION LIMITS LTR D TE PAWDIXYY) DATE IMMIOD” On Thousands) GENERAL LIABS.IrY BODILY INJURY OCC S COMPREHENSMYE FORM BODILY INJURY AGG S PREMISESJOPFRATIOWU PROPERTY DAMAGE OCC 5 UNUFAGROUND PROPERTY DAMAGE AGG S EXPLOSION&COLLAPSE HA7.ARD BI S PD COMBINED OCC S PRODUCTSICOMPLETED OPF.R RI a PD COMBINED AtTG $ CONTRACTUAL PERSONAL INJURY AGG S INDFPENDEN r CONTRACTORS BRQAO FORM PROPERTY DAMAGE PERSONAL INJURY AUTOMOBILE- IUTY SODII Y MURY ANY AtTrD (PfY pea---) $ ALL OWNLI)AUTOS(P4ly=Pass) BODILY INJURY ALL.OWNED AUTOS r {Pas aaxidetlt) S !Other fhpn P,NOOc Passmroer) i HIRED AUT05 PROPERTY DAMAGE $ NO"WNED AUTOS BODILY INJURY 5 GARAGE LIABILITY PRAPF]2TY DAMAGE COMBINED 5 EXCESS LULBILTTY FACT l OCCURRENCE 5 UMBR0-LA FORM A00110 UU E S OTHER SI M UMBREI LA FORM y 4 WORKERS COMPENSATION AND - WCV00706901 3I1 O/2OU7 3�I0�20U8 STAMORY LIMITS EMPLOYER'S LIABDJYY EACH ACCIDENT S 500,000 DISEASE-POLICY LIMIT $ 5001000 DISEASE-EAG I EMPLOYEE & 500,000 D,HER DESCRIPTION OF OPERATIONSLOCATIONSNEMCLE6ISPECIAL ITEMS I -...,tr>a144t>)ItUI�LICdhNl;. ,1 ., S OULD ANY OF THE ABOVE DESCRIBED POLIOICSIBE CANCELLED BEFORE THE Callahan/Hoffilan CO,Inc IRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 341 Washington Strect 1 DAYS WRITTEN NOTICE TO THE CF.RTIFICATE!HOLOFR NAMED TO THE LEFT. '• TorWCll,MA 02061 B T FAILURE TO MAIL SUCH NOTI E SHALL I OSE NO OBLIGATION OR LIABILITY ANY KIND UPON THE COMPA ITS AGEN S OR REPRESENTATIVES. AU NORI2ED REPRESENTATIVE ql4 LIJF. ZOO/LOOfj 9NliI8M130Nn 109988VL19 Xd3 ZvZO 10OZ/LZ/90 06-28- 20 FROM-Hills Insurance Co 7815858011 T-344 P001/001 F-036 ACOM,., CERTIFICATE OF LIABILITY INSURANCE DATE(MM/OD/YYYY) 04/17/2007 PRODUCER (781) 58S-4410 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION The Hillyd Ineu�ance Agency ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOE$ NOT AMEND, EXTEND OR 38 Colchester Rd. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 1eox 1S7 ton MA 02367-0157 INSURERS AFFORDING COVERAGE NAIC!! INSURED INSURER A.SAFETY INSURANCE GROUP Later Trak, Inc. , INSURERB:ST PAUL/TRAVELERS P O BOX 238 INSURER C: INSURER 0: 'Flympton MA 02367- INSURERE: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE SEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR ADD1 POLICY EFFECTIVE POLICY EXPIRATION LTR INSRE TYPE OP INSURANCE POLICYNUMBER DATE MM/DD/YY) DATE(MM/DO/YY) LIMITS A X GENERALLIABILITY / / / / EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES EQ oocurrn,un $ CLAIMS MADE QX OCCUR BP00006015 09/01/2006 09/01/2007 MEOExP An r-on s 10,000 PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ POLICY JECT LOG / / / / FIRM, LBCAL LIABILITY 100,000 A AUTOMOBILE LIABILITY 1400861 09/06/2006 09/06/2007 COMBINED SINGLE LIMIT ANY AUTO (Ee awdent) S 1,000,000 ALL OWNED AUTOS / / / / BODILY INJURY X SCHEDULED AUTOS (Per person) $ HIRED AUTOS / / / / BODILY INJURY NON.OWNED AUTOS (Per strident) $ PROPERTYDAMAGE } (Per soadant) $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT g 1, p ANY AUTO / / / / OTHER THAN EA ACC $ AUTO ONLY: AGG $ A EXCESSNMBRELLALIABILITY CU00000501 12/10/2006 12/10/2007 EACH OCCURRENCE S 1,000,000 X OCCUR CLAIMS MADE AGGREGATE g 1,000,000 PRODUCTS COMliL.OPB $ 1,000,000 DEDUCTIBLE X RETENTION $10,00p 77 g B WORKERS COMPENSATION AND 7L M-824X25-0-06 00/01/2906 08/01/2007 TOR�TAT(Js X OER EMPLOYERS'LIABILITY LIMIT ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 OFFICER*WmBEREXCLUDED? / / / / E.L DISEASE•EA EMPLOYEE S 500,000 If yea.deacribe wider SPECIAL PROVISIONS below 6.L.DISEASE-POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSIVENICLESIEXCWSIONS ADDED BY ENDORSEMENT/SPECIAL PROV14IONS CERTIFICATE HOLDER CANCELLATION ( ) - (7 81) 6 5 9-8103 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAY$WRITTEN H011CF TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT CALLAHAN/HOFFMAN CO. , INC FAILURE TO DO 60 SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE \' 341 WASHINGTON STREET INSURER ITS AGENTS OR REPRESENTATIVES. ED EPRESENTATI NORWELL, MA 02061- 2144 #A-) J A A4 ACORD 26(2001/08) 0 ACORD CORPORATION 1988 q11;INS02510105)m ELECTRONIC LASER FORMS,M.-(840)32 45 Pam,I d2 To: Page 2 of 3 2007-04-05 14:21:41 (GMT) 15084622444 From:J R TALLMAN I ACCORD DATE(MM/DD/YYYY) TM. CERTIFICATE OF LIABILITY INSURANCE 04/05/2007 PRODUCER Phone:(508)824-4051 Fax: (508)822-7654 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION J R TALLMAN & CO, INC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE PO BOX 469/12 COURT STREET HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR TAUNTON MA 02780 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: PHOENIX INS CO 25623 BIANCHI CONSTRUCTION INC INSURER B: ZURICH NORTH AMERICAN 9 COVE AVE INSURER C: BERKLEY MA 02779 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOW)MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR INSR DATE MMIDD/W DATE MM/DD/YY GENERAL LIABILITY 6802152W394 09/01/06 09/01/07 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 300,000 PREMISES Ea occurence CLAIMS MADE OCCUR MED.EXP(Any one person) $ 5,000 A PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG. $ 2,000,000 P - POLICY JEC420T LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident $ PROPERTY DAMAGE $ (Per accident GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND UB8066A49406 09/01/06 09/01/07 TORYTUMrs OTHER EMPLOYERS'LIABILITY B ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 500,000 Nyes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 OTHER: DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION CALLAHAN/HOFFMAN INC. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE 341 WASHINGTON STREET EXPIRATION DATE THEREOF, THE ISSUING INSURER WLL ENDEAVORTO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO NORWE LL, MA. 02061 DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,IT'S AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Attention: eryl�M�joh?On ACORD 25 (2001/08) Certificate# 2555 0 ACORD CORPORATION 1988 k` 2:09PM-ASSOCIATED INSURANCE NO. 8351-P. 2/2 CERTIFICATE OF INSURANCE I11/03/TB(MM/DDlYY) 2006 PRODUCER „ THIS CERTIFICATE IS ISSUED AS A MA O)?INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE Suburban Ins Agey Inc DOES NOT AMEJW,EXTEND OR ALTER THE COVERAGE AFFORDED BY Tim POLICIES BELOW. P O Box 401 olbrook, MA 02343 COMPANIES AFFORDING COVERAGE INSURED Boston Steel Fabricators Inc COMPANY A A.I.M. Mutual Insurance Co 610 South Street LETTER Holbrook, MA 02343 COVE"GFS TITIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECTTO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HERON IS SUBJECT TO ALL TIM TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMTTS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURAMM •POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATIO 1.1MITS LTR DATE(MM/DD/YY) DATE(MM/DDNY) .,NERALLIABILITY GENERAL AGGREGATE S C'AMMF.RCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. S LAIMS MADE[�.CUR PERSONAL&ADV.INJURY $ OWNER'S do CONTRACTOR'S PROT. EACII OCCURRENCE S FIRE DAMAGE(APT VC lire) S MED,EXPENSE(Any aM pcmQ S AIITOMOBUS LIABILITY COMBINED SINGLE S ANY AU10 LIMIT ALU OWNED AUTOS Y BODILY INJURY (Per P«) SCI IEDULtD AUTOS S 111HED AUTOS BODILY INJURY s NON-OWNGDAUTOS IRr�u, 11 GARAUL•LIABILITY - _ 1`ROPERTY DAMAGE S +XCp:SS LIABILITY EACH OCCURRENCE S MBRFJJA FORM AGGREGATE _ WPM THAN UMBRELLA FORM WORKER'S COMPP.NSATION AND X C STATU_01�LIMITS OTH- EMPIAYLRS'LIADILITY -" 0003073012006 08/01/2006 08/01/2007 s A THE PROPRIFTOR/ X INCI, RL DISEASE.-POLICY S 500,000 PARTNF,RSfEXECUTIVE OFFICERS ARE- FXCI El,DISRASE••EA GMPLOYEE S 500,000 OTIIL'It ESCIUP['ION OF OPF.RATIONS/LOCATiONSNMICLES/SPRCIAL=- S CERTIFICATE BOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED B$PORE THE CALLAIiAN �IOFFMAN CO., INC. EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR 341 WASHINGTON ST. LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR RHPRESENTATIVES, AUTHORIZED REPRESENTATIVE NOR'VVELL, MA 02061 ��L,1� s- ,. CERTIFICATE OF LIABILITY INSURANCE o5/22/2 0) PRODUCER (781) 46-2677 FAX (781)224-0973 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION _ Tarpey Insurance Group I.nc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 442 Water St HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR -y PO BOX 567 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. ' Wakefield, MA 01880-4667 INSURERS AFFORDING COVERAGE NAIC# INSURED Ahern Painting Co. , Inc. INSURER A M i dd I eOak 14206 368 Main Street INSURER B: Safety Insurance Melrose, MA 02176 INSURERc: American Home Assurance Co INSURERD: Adm i ra I Insurance Company INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD' TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS DATE(MMIDDIM DATE(MMIDDNYI GENERAL LIABILITY GL7017347 10/01/2006 10/01/2007 EACH OCCURRENCE $ 1 ,000,00C X -COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 100,00 CLAIMS MADE �OCCUR MED EXP(Any one person) $ _5,00 A _ PERSONAL&ADV INJURY $ 1 ,000,00C GENERAL AGGREGATE $ 2,OOO,OO GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1 ,000,00C POLICY X PRO- ECT LOC J AUTOMOBILE LIABILITY 1629761 11/01/2006 1 1/01/2007 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ 1 ,000,00 ALL OWNED AUTOS BODILY INJURY $ B X SCHEDULED AUTOS (Per person) X HIREDAUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) L, GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ OTHER THAN AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY UMC6053995 10/01/2006 10/01/2007 EACH OCCURRENCE $ 5,000,OO X OCCUR CLAIMS MADE AGGREGATE $ 5,O00,OO A $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WC1769410 01/01/2007 01/01/2008 X 4c sTATU- OTH- EMPLOYERS'LIABILITY C ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 5O0,0O °HER EX00000410002 10/0.1/2006 '10/01/2007 Occurrence - $5,000,000 0 Excess Umbrella Aggregate - $5,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS roj ect: Sleep Health Center, Brighton MA - BB-CAHO-121 CERTIFICATE HOLDER CANCELLATION SHOULD ANY.OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Ca I I ahan Hoffman Co. Inc. BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 341 Washington Street OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. -- Norwe I I , MA 02061 AUTHORIZED REPRESENTATIVE Kathleen Mun on ACORD 25(2001/08) ©ACORD CORPORATION 1988 �. From:Amy L.Rattigan At:MF&T Insurance Agency FaxID:781-261-1111 To:Melissa Bucldey Date:6/28/2007 09:28 AM Page:2 of 3 h - ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID DATE(MM/DD/YYYY) COTTI-4 06/28/07 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 1 Intre Fay & Thayer Ins Agy HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 77 Accord Park Drive Unit B-1 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Norwe�1 MA 02061Phone. 781-261-2000 Fax:781-261-2099 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Travelers Insurance INSURER B: Atlantic Charter insurance co. Cotti Johnson LLC INSURER C:. 80 Cedar Street INSURERD: Canton MA 02021 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NSR11 TYPE OF INSURANCE POLICY NUMBER DATE(MWDD/YY) DATE(MM/DD/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1000000 UAW IUKLI'Jlru A X COMMERCIAL GENERAL LIABILITY I6809584H45ATIA07 04/01/07 04/01/08 PREMISES(Ea occurence) $ 300000 CLAIMS MADE [X] OCCUR MED EXP(Any one person) $ 10 0 0 0 PERSONAL&ADV INJURY $ 1000000 GENERAL AGGREGATE $2000000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $2000000 POLICY X JEC LOC AUTOMOBILE LIABILITY A ANY AUTO BA9739C203 04/01/07 04/01/08 COMBINED SINGLE LIMIT $ 1�000�000 (Ea accident) ALL OWNED AUTOS BODILY INJURY X SCHEDULED AUTOS (Per person) $ X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $H AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $5000000 A X OCCUR ❑CLAIMSMADE ISFCUP340OY505IND07 04/01/07 04/01/08 AGGREGATE $5000000 $ RDEDUCTIBLE $ X RETENTION $10 0 0 0 $ WORKERS COMPENSATION AND X b TORY LIMITS I I ER B EMPLOYERS'LIABILITY WCA00315805 04/01/07 04/01/08 E.L.EACH ACCIDENT $500000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $500000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $500000 OTHER A Equipment Floater I6809584H45ATIA07 04/01/07 04/01/08 Limit $145,000 Installation Equl AT TEMPORARY STORAGE SITE Ded $500 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS RTIFICATE HOLDER CANCELLATION CALLHOF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Callahan Hoffman Company IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 341 Washington St. Norwell MA 02061 REPRESENTATIVES. AI RLIriODC11 DCDDCCCKTAIT/C i /J ' - : DATE(MM\DD\YY) CERTI F A`t 60 �[�� RAl� E - - PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE JOHN H FERNEKEES INS HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Y 5 MAIN ST * ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.EADING MA 01867 COMPANY COMPANIES AFFORDING COVERAGE 422JN A TRAVELERS PROPERTY CASUALTY COMPANY OF AMERICA INSURED COMPANY GILROY, JOHN J DBA B MEDCASE COMPANY 11 BRIDGE AVE C SCITUATE MA 02000 ,COMPANY D :...:::::::.:::::::::::::::::::...:......................................:...:::::::.::::::::::::::::::::::::..:::::::::::::. ...................... THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY EFFECTIVE POLICY EXPIRATION LTR POLICY NUMBER DATE(MM\DD\YY) DATE(MM\DD\YY) LIMITS GENERAL LIABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. $ CLAIMS MADE OCCUR. PERSONAL&ADV.INJURY $ OWNER'S&CONTRACTOR'S PROT. EACH OCCURRENCE $ FIRE DAMAGE(Any one fire) $ - MED.EXPENSE(Any one person) $ AUTOMOBILE LIABILITY COMBINED SINGLE $ ANY AUTO LIMIT ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per Person) $ l HIRED AUTOS r J BODILY INJURY $ NON-OWNED AUTOS (Per Accident) PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $ OTHER.THAN UMBRELLA FORM A WORKER'S COMPENSATION AND STATUTORY LIMITS EMPLOYER'S LIABILITY (UB-968X637-2-06) 1 1-20-06 1 1-20-07 EACH ACCIDENT $ THE PROPRIETOR/ INCL PARTNERSIE CECUTIVE DISEASE—POLICY.LIMIT 5500 on OFFICERS ARE X EXCL DISEASE—EACH EMPLOYEE $ OTHER 100.000 DESCRIPTION OF OPERATIONSILOCATIONS/VEHICLES/RESTRICTIONS/SPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMB COVERAGE. .DER......:::::::::::::::::::::::::::::::::::::::::::::::::::::::::: . .::.::.::.:::.::::::.....::::::::.::::::.: ._::.:: ............:............................................:.:::.::::::::::::::::::::::.................................................................................�`t4�t:::::..........:......:::::..............................................::.:: :::::::::::::::::.:. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL- 10 WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE {----t ALLAHAN & HOFFMAN LEFT, BUT YFAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR 341 WA SH I NGTON ST LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. NORWELL MA 02061 AUTHORIZED REPRESENTATIVE �..�s. :::...::...................................::::::.......:.::::::::::::::::::.:::::::...............................................................::::::.:::.:..::.A dRh: ::::::::13i+..::...................:::...:.::::::::::::::::::::::.::::::::::::::::::::::............................:.::::::.::::::::::.:::.:::::::::::::::::::::.:::.:::::::::::::::::::::.:............ ........................................................................::: . :.:.:::: ::::::::::<;.;:.;:_:.;;:.::1�9„ OIA G!RRA 1 iGN y 0 Massachusetts Department of Environmental Protection � �� Bureau of Waste Prevention • Air Quality Please Enter Decal# BWP AQ 06 Notification Prior to Construction or Demolition B. General Project Description.(cont.) 3. General Contractor:, / . Name Address /`M p State /� / /Zip Code 7�9 a l/t� X /3 �4i1Cg/CG/��7li�7 A110 -fG-I . e' -1 Telephone umber(include area code and extension) E-mail Address(optional) E a y1'aOle On-site Manager C.. General Construction or Demolition Description General Statement:If 1. Construction or demolition contractor: asbestos is found n during a Cb v4 0 Construction or Name 0 Demolition t � operation,all Z 9 MQ �A 3 D�r ''� , �"' /�lB� responsible Address parties must -791 6 3 Q Z Z comply with 310 Telephone Number(include area code and extension) E-mail Address(optional) CMR 7.00,7.09, 7.15,and Chapter 21 E of the On site Manager General Laws of the 2. On-Site Supervisor: Commonwealth. This would Df� /"l Q/1/►.,i1C/ include,but would Name not be limited to, filing an asbestos 3. Is the entire facility to be demolished? Yes ❑ No removal notification with the Department 4. Describe the area to be.demolished: and/or a notice of 1 1 /� X-CA release/threat of I"t ! /1 i i r1 MD�P Q.a q/ m n o release of a hazardous substance to the Department,f applicable. 5. If this is a c nstru tion project, describ the building(s)or addition(s) be constructe r o ,•�P 4? HLUM ill I " 1? CpMt1ioli EALiHuFMA5SAG4iUS $ A ASBESTOSPROGRAM ag06app.doc•6/04 DEEREW L ' d,/ BWP AQ 06•Page 2 of 3 Massachusetts Department of Environmental Protection W?460 b ' Bureau of Waste Prevention • Air Quality Please Enter Decal# }� -------------- -----' �\ ` BWP AQ 06 Notification Prior to Con struction of Demo lition , Affix Notification Decal Here ------------------------ ---- A. Applicability Important: When filling out A Construction or Demolition operation of an industrial, commercial,or institutional building, or forms on the residential building with 20 or more units is regulated by the Department of Environmental Protection computer,use (DEP), Bureau of Waste Prevention-Air Quality Division under Regulations 310 CMR 7.09. only the tab key Y g to move your Notification of Construction or Demolition operations is required under 310 CMR 7.09(2)ten (10) cursor-do not days prior to any work being performed. The following information is required pursuant to 310 CMR use the return 7.09. key. B. General Project. Description J p n 1. Facility Information: Name R / Address v Instructions 14u0 nn i S City/To State Zip Code 1.All sections of •this form must be Telephone Number E-mail Address(optional) completed in order ( P ) to comply with the Size:" Department of Environmental Protection notification Square Feed Number of Floors requirements of 310 CMR 7.09 Was the.facility prior nor to 1980? Yes ❑ No 2.Submit Original Describe the current or prior use of the facility: Form To: Commonwealth of Massachusetts Asbestos Program P.O.Box 120087 Is the facility a residential facility? ❑ Yes 0. No Boston,MA 02112-0087 If yes, how many units? 2. Facility Owner: ` Name 6 S 3 cf- /-1 a•'-� 5'�i'�� Address / OctrrJ%Ile /4'!�9 [92G s� City/TownState Zip Code S'D g•4.2 - 4- 2 3 Telephone Number(include area codp�'d extension) E-mail Address(optional) T,`i,1 S1 :c 7 XIE Alm On sde Manager DEi'1�{��ON ag06app.doc 6/04 JV It .17 VEALTH OF ,�B _�Q06 Page 1 of 3 COMMA ASBESTOS PROGRAM l LlMassachusetts Department of Environmental Protection54-'10Y Bureau of Waste Prevention •Air Quality Please Enter Decal# BWP AQ 06 Notification Prior to Construction or Demolition C. General Construction or Demolition. Description (cont.) 6. If this is a demolition project, were the structure(s) surveyed for the presence of asbestos containing ,m�atterial (ACM)? IY Yes ❑ No If yes,who conducted the survey? Raw ye/s or Name / Al 6/hF 7s Division of Occupational Safety Certification Number 7. Construction or Demolition Y 7 �0$ Start Date End Date 8. For demolition and construction projects, indicate dust suppression techniques to be used: ❑ seeding ❑ paving ® wetting ❑ shrouding If other, please specify: ❑ covering ❑ other 9. For Emergency Demolition Operations,who is the DEP official who evaluated the emergency? 9 y• Name of DEP official Title Date of Authorization DEP Waiver# D. Certification I certify that I have examined the a� Q above and that to the best of my Print N knowledge it is true and complete. The signature below.subjects the Authorized Signatur . signer to the general statutes. MO-1 regarding a false and misleading Positionrri statement(s). �Q o-r/f-�o 7Y`•tiG -r Representing // 71/D/O.Y -Date P.E.# RECEIVED IV LIP • /ALTH BOS N ag06app.doc•6/04 F V E R' E J) -711 7BWP AQ 06•Page 3 of 3 COMM01" OF MASSACHUSETTS ASBESTOS PROGRAM r _. 10/14/2005 15:20 FAX 5087710722 BOUDREAU AND BOUDREAU 10003 Bic 20379 P a211 673231 10--19-2005 Q1 09 2 30cx C�UITCLAIM DEED I ROSALIND H. GRUBER, TRUSTEE OF ROSALIND H. GRUBER REALTY TRUST, under a Declaration of Trust dated September 17, 2002 and recorded with the Barnstable County Registry of Deeds in Book 15618,Page 296,of 775 Cricklewood Terrace,Heathow,FL 32746 for consideration of ONE MILLION TWO HUNDRED TWENTY-EIGHT THOUSAND AND 00/100($1,228,000.00)DOLLARS paid,grant to S.P.PROPERTIES,LLC,a Massachusetts limited liability company having its principal place of business at 1330 Phinney's Lane,Hyannis,MA 02601 with QUITCLAIM COVENANTS, the land together with the buildings thereon in Barnstable (Hyannis),Barnstable County,Massachusetts and described as follows: LOT 113 on a plan entitled "Plan of Land at 1471/1481 Iyanough Road in Hyannis/Centerville Massachusetts (Barnstable County) December 23, 1977 prepared for Frank McDonough c/o w Motel, Route 132, Hyannis, MA 02601, BSC The BSC Group - Norwell, Inc., 293 o Rainbo Washington Street,Norwell,MA 02601, Scale V -20',"which said Plan is duly recorded at the �- Barnstable County Registry of Deeds in Plan Boolc 539,Page 24. .� Subject to a Taking by the. Commonwealth of Massachusetts of Route 12 as a State Highway c recorded with said Deeds in Book 807,Page 432,an Easement to Commonwealth Electric Company Cd recorded with said Deed in Book 5266, Page 330 and an Easement to Brislane Limited Venture _ Realty Trust recorded with said Deeds in Book 10831,Page 71. N �4 Subject to and together with the benefit of all easements, rights. reservations and restrictions of qv record,insofar as the same are now in force and applicable. Z 9 1,Rosalind H.Gruber,certify that 1 am the sole trustee of~'Rosalind H.Gruber Realty Trust and 1 have ,4 been authorized by all the beneficiaries to sign,seal and to deliver to S.P,Properties,LLC a deed relative to the real estate described in said deed for the consideration stated herein. 1 also certify that said Trust is in full force and effect and has not been altered,amended,rescinded or revoked in any manner other than amendments recorded in the Barnstable County Registry of Deeds prior to the date N of this certificate. `° For title,see deed recorded with the Barnstable County Registry of Deeds in Book 12377,Page 298. ro a HASSACHUSETTS STATE EXCISE TAX P. BARNSTABLE COUNTY REGISTRY OF DEEDS W Date: '10-19-2005 a 09:30an Ct14: 322 Doct: 73231 Fee: $4►199.76 Cons: OP228000,00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 10-19-2005 8 09:30am I Ct1AV: 322 Doce: 73231 Fee: Qr799.84 Cons: O r228r000.00 OCT 14,2005 16:40 HYANNIS, MA 5087710722 Page 3 O 10/14/2005 15:20 FAX 5087710722 BOUDREAU AND BOUDREAU Bk 20379 Pg 212 #73231 WITNESS my hand and seal this day of October,2005. ROSAUND H. GRIUME STATE OF FLORIDA County of- On this 6 day of October,2005,before me,the undersigned notary public,personally appeared Rosalind H. Gruber and proved to me through satisfactory evidence of identification, }✓e.�s � e e, ,to be the person wh e i igned n the eceding or attached docLunent and acknowledged to me that she sign it vo ntx riiy for' a purpose. otary Public My commission expires: ::�er 2.G)"2-4--�0 '.xP*14; ..p ` NotaN-PubNc comm.00 0040127? _ PrOF`1iVd! L BLECO' Y OF DI OPY,Al AD RESISTER 1 OCT 14,2005 16:40 HYANNIS, MA 5087710722 Page 4 BARNSTABLE REGISTRY OF DEEDS -- f , it ARCHITECT CONSTRUCTION CONTROL AFFIDAVIT Project Number: C-0015-06 Project Name: Shallow Pond Center Project Title: New Building at Shallow Pond Center Project Location: 1471 lyannough Rd. (Rte. 132) Hyannis MA 02601 Scope of Project: New two-story office building. y tE . Architect.. Brown Lindquist Fenuccio & Raber Architects Inc. No. 10563 r BAWWABM In accordance with paragraph 116.0 of 780 CMR, the Massachusetts State Building Code, I, $o MASS. Ga,41 Kurt E. Raber Massachusetts Registration Number 10563 rH or%A being a registered professional Architect hereby certify that all plans, computations and specifications, a 'cfianges thereto, involving subject project will be prepared by or under the direct supervision of a Massachusetts registered architect or Massachusetts registered professional engineer and bear his or her original signature and seal or by the legally recognized professional performing the work, as defined by Massachusetts General Law(M.G.L.) c. 112, §81 R. For the above named project I, or a registered professional architect/engineer under my cognizance, will review the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. I will review and approve the quality control procedures for all code-required controlled materials. I further certify that I will be present on the construction site at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. Pursuant to 780 CMR 116.2.3 1 will provide the results of structural tests and inspections to the building official and owner. I will submit, periodically, a progress report with all pertinent comments of the site visits and compliance of all pertinent items to the buildi g off' ' 1. 1 will submit a report as to the satisfactory completion and the readiness of the project for o u June 22, 2007 Arch' ct Date Subscribed and Sworn to, before me this A A day of 0 200 the undersigned notary public, personally appeared Kurd R_Pbe A provide to me through satisfactory evidence of identification, which is r% / ,fie to be the person whose name is signed on the preceding or attached document, and acknowledged to mb that he signed it voluntarily for its stated purpose. 7 ®l d Notary Publk Date Notary Commission Expires l lysm Konkol Notary PWAe Barnstable ComAy MA My Commission&x*%43-2010 CONSTRUCTION CONTROL AFFIDAVIT PROJECT NUMBER: 1203-20 PROJECT TITLE: Shallow Pond Center PROJECT LOCATION: 1545 Iyannough Road,Hyannis,MA SCOPE OF PROJECT: Two-story Office Building In accordance with Section 116.0 of the Massachusetts State Building Code, Sixth Edition(MSBC),I, Brian A. Walsh,P.E.,Massachusetts Registration No.46077 being a registered professional structural engineer,hereby certify that I(myself and/or my representatives)will be present on the construction site on a regular and periodic basis and perform the necessary professional structural engineering services as outlined in MBC 116.2.2,to determine that the STRUCTURAL CONSTRUCTION WORK is,to the best of my knowledge and belief,in accordance with the documents approved for the building permit, for the following portions of construction: 1: Structural components as specified on Allen&Major Associates,Inc. structural drawings numbered SO.1 through S4.5 and dated June 13;2007. 2. Review of shop drawings, samples and other submittals of the contractor as required by the construction documents submitted for building permit, and approval for conformance to the design concept. I furthermore agree to submit periodically,an inspection report together with pertinent comments to the Town of Barnstable building department. Upon satisfactory completion of the work I shall submit a final report certifying to the best of my knowledge and belief that the building structure is completed in general conformance with the referenced construction documents and.the structural provisions of the MSBC. Work specifically riot included in this Construction Control Affidavit to be provided by others shall include testing and inspection of materials in accordance with MBC Section 1705 for the following building components: l. Geotechnical inspection and testing services(i.e. soil bearing capacity), 2. Materials.testing services(i.e. concrete sampling and testing,bolted connections,welds, etc.) / I BR�PB r WAL% Signature v STRUCTURAL y No.46077 /ONA►.E Subscribed and sworn to before me this day of y�'C 20 NO ARY PUBLIC My Commission Expires On BUILDING P.NCINL'IIRINC RLSOLIRC:LS, INC. MECHANICAL DESIGN AFFIDAVIT Date: June 13 2007 Project: Shallow Pond Center 1471 Iyannough Road Hyannis,Massachusetts I, Steven A. Karan,PE, LEED. certify that to the best of my knowledge, information and belief that the above-referenced project was designed in accordance with the latest edition of the Massachusetts Building Codes and all Local and State Codes. The Engineer stated below was responsible for the MECHANICAL design and will provide Construction Administration for the project during construction. STEVEN A KARAN, PE, LEED, 434989 Engineer-MA Reg. Number BUILDING ENGINEERING RESOURCES, INC, EVEN a 9`s� Company CD sT MECH�gN�jC,gL i. No 34989 28 MAIN STREET NO EASTON, MA q , o Address F sTEP \ `�e S NAL ECG (508) 230 - 0260 Telephone Number Engineer Seal&Signature On this date June 13, 2007. before me, the undersigned Notary Public,personally appeared the above named Steven A. Karan,PE.LEED,proved to me through satisfactory evidence of identification which was personal knowledge to be the person(s) whose name(s) is signed on the preceding or attached document in my presence, and who swore to me that the contents of the document are truthful and accurate to the best of his/her knowledge. Before me, , VCossion Expires, V 28 Main Street,Building 3A North Easton,Massachusetts 02356 IT 508.230.0260 IF 508.230.0265 1 BER@BER-engineering.com B E R BUILDING ENGINEERING RESOURCES, INC. ELECTRICAL DESIGNAFFIDAVIT Date: June 13 2007 Project. Shallow Pond Center 1471 Iyannough Road Hyannis, Massachusetts I, Marc R. Plante,PE certify that to the best of my knowledge, information and belief that the above-referenced project was designed in accordance with the latest edition of the Massachusetts Building Codes and all Local and State Codes. The Engineer stated below was responsible for the ELECTRICAL design and will provide Construction Administration for the project during construction. MARC R. PLANTE, PE. #38119 Engineer-MA Reg. Number BUILDING ENGINEERING RESOURCES; INC, OF Company MARC PLAWE . � CTRIC 28 MAIN STREET NO. EASTON, MA t Address R � (508) 230.- 0260 Telephone Number Engineer Seal&Signature On this date June 13,2007, before me, the undersigned Notary Public,personally appeared the above named Marc R. Plante,PE,proved to me through satisfactory evidence of identification which was personal knowledge to be the persons) whose name(s) is signed on the preceding or attached document in my presence, and who swore to me that the contents of the document are truthful and accurate to the best of his/her knowledge. Bef re me, IV � v My Com ion Expires, 28 Main Street,Building 3A I North Easton,Massachusetts 02356 IT 508.230.0260 IF 508.230.0265 1 BER@BER-engineering.com B. R BUILDING ENGINEERING RESOURCES, INC. - PLUMBING DESIGN AFFIDA VIT Date: June 13 2007 Project: Shallow Pond Center 1471 Iyannough Road Hyannis,Massachusetts I, Steven A. Karan,PE,LEED. certify that to the best of my knowledge, information and belief that the above-referenced project was designed in accordance with the latest edition of the Massachusetts Building Codes and all Local and State Codes. The Engineer stated below was responsible for the PLUMBING design and will provide Construction Administration for the project during construction. T V A. KARAN LEE #3 8 S E EN PE D A _ . 49 9 Engineer-MA Reg. Number I"UFgeB_ BUILDING ENGINEERING RESOURCES,.INC, Company o°� STEEVSNN AL�yc c� MECHANICAL 28 MAIN STREET NO. EASTON,MA 9 tNO o Address F c Trs' AL (508) 230 - 0260 f Telephone Number Engineer Seal&Signature On this date June 13, 2007, before me, the undersigned Notary Public,personally appeared the above named Steven A. Karan,PE,LEEDs proved to me through satisfactory evidence of identification which was personal knowledge to be the person(s)whose name(s) is signed on the preceding or attached document in my presence, and who swore to me that the contents of the document are truthful and accurate to the best of his/her knowledge. Be ore me, r V �yl Co 'sson Expires, n i 28 Main Street,Building 3A North Easton,Massachusetts 02356 IT 508.230.0260 IF 508.230.0265 BER@BER-engineering.com BUILDING RNf;iN><_LRING RRSGIURCIES, 1NP, FIRE PROTECTION DESIGNAFFIDA VIT Date: June 13 2007 Project: Shallow Pond Center 1471 Iyannough Road Hyannis,Massachusetts I, Steven A. Karam, PE,LEED. certify that to the best of my knowledge, information and belief that the above-referenced project was designed in accordance with the latest edition of the Massachusetts Building Codes and all Local and State Codes. The Engineer stated below was responsible for the FIRE PROTECTION design and will provide Construction Administration for the project during construction. STEVEN A. KARAN, PE, LEED. #34989 Engineer-MA Reg. Number pJSH OF BUILDING ENGINEERING RESOURCES. INC, Company STEVE,N A. tiN o KARAN r=i MECHANICAL 28 MAIN STREET NO. EASTON, MA N0.34989 Address t3TEP ``� NAL ENG 5 8 230 - 0260 Telephone Number Engineer Seal&Signature On this date June 13, 2007, before me, the undersigned Notary Public,personally appeared the above named Steven A.Karan,PE�LEED,proved to me through satisfactory evidence of identification which was personal knowledge to be the person(s) whose name(s) is signed on the preceding or attached document in my presence, and who swore to me that the contents of the document are truthful and accurate to the best of his/her knowledge. 1 , rBefore me, . My Commission Expires, C�Jr 28 Main Street,Building 3A North Easton,Massachusetts 02356 IT 508.230.0260 IF 508.230.0265 1 BER@BER-engineering.com 1 BUILDING ENGINEERING RESOURCES. INC. SHALLOW POND OFFICE BUILDING Hyannis, MA FIRE PROTECTION CONSTRUCTION DOCUMENTS In accordance with 780 CMR Section 903.1.1 the following information is presented: La. Basis (methodology) of design for the protection of the occupancy and hazards for compliance with 780 CMR and applicable NFPA Standards, in the form of a narrative report. a) This is an office Building with a business use Group. b) The total square footage of the Building is 18,300 square feet. c) The total building height is two story, approximately 37' —0"in height. d) The Building has a total of two floor(s) above grade, and zero floor(s)below grade. e) The type of occupancy within the building will be "Business". f) The type of construction is "5B". g) There will be no hazardous materials used or stored on site. h) The building will not include any high piled storage. Lb. Sequence of operation of all fire protection systems and operation in the form of a narrative report. The fire alarm system shall operate automatically to sound all interior building evacuation alarms and flash all alarm strobes upon activation from pull stations, detectors, or sprinkler water flow devices. Upon initiation of any manual or automatic alarm device, the Fire Department shall be notified via the building mounted automatic dialer and a Central Station connection. When a fire starts, the fusible links at the sprinkler heads are melted, allowing water to flow from the system. A flow or pressure switch triggers an alarm within the building. The fire alarm panel will notify the fire department. Le. Testing criteria to be used for final system acceptance in the form of a narrative report. a) Pre and Final Tests/Warranty: 28 Main Street,Building 3A North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BER@BER-engineering.com i Shallow Pond Office Building—Hyannis,MA June 13 2007 Fire Protection Narrative-Page 2 1. The system shall be fully tested by a UL Certified Testing Company, in accordance with UL Guidelines and NFPA Standards. Each and every device shall be tested. 2. A copy of the Final Test Report shall be submitted indicating proper functioning of the system and conformance to the Specifications. The Test shall be performed by UL Certified and Factory-Trained Qualified Technicians. Each and every device shall be tested and stand-alone operation of remote panels shall be verified. 3. Manufacturer shall guarantee all system equipment for a period of one (1) year from the date of Final Acceptance of the system. 4. The Contractor shall guarantee all raceways and wiring to be free from inherent mechanical or electrical defects for one (1) year from the date of Final Acceptance of the system. 5. As part of the testing portion of the system, the Contractor shall perform the following tests: a. Pre Test: 1) Required Participants: a) The Engineer and Architect b) Owner's Representative c) The Electrical Contractor d) The Fire Alarm Manufacturer 2) Test Procedures: a) Every device is tested (smoke detector is tested with smoke,pull stations . pulled,horns and strobes set-off, etc.). b) All new piping will be flushed and tested at 200 pounds for two hours. If any leaks are detected they will be repaired. Following the repairs the two-hour test will be done again. c) The tamper switches will be tested by shutting the control valves, on which they are mounted. When the valve is closed, it shall activate the supervisory signal at the fire alarm panel. d) The flow switches will tests as follows: 1) Each zone will have a test valve.. 2) These tests will be normally shut. 3) They will be opened and they will allow a water flow. 4) They will activate the flow switches. 5) The flow switches will activate the alarm. b. Final Acceptance Test: 1) Submission to Town of Hyannis, Massachusetts Fire Department before Final Acceptance Test. The following paper needs to be submitted to the Fire Department prior to Final Testing. 28 Main Street,Building 3A North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BER@BER-engincering.com P:\07036\Correspondence\Narrative(Fire Protection) June 13 2007.doc ' Shallow Pond Office Building—Hyannis,MA June 13 2007 Fire Protection Narrative-Page 3 a) Affidavits by Designer. Letter certifying system has been installed according to Plans and Specifications and has witnessed that it is 100% operational and ready for Final Testing. b) Affidavits by the Electrical Contractor. Letter certifying system is complete. c) The Fire Alarm Manufacturer. Certification of complete system. d) Copy of the Manufacturer's Program Notes. e) Copy of the stamped Drawings(As-builts if available). 2) Final Acceptance Test: a) Test system as per Town of Hyannis, Massachusetts Fire Department direction. NOTE: Test should be scheduled only after the system is 100%pre- tested and approved by the Designer. Allow extra time for scheduling of the Fire Department. If acceptable,Fire Department issues a letter accepting the system to Building Inspector. b) Required Participants: 1) Building Inspector 2) Town of Hyannis, Massachusetts Fire Department 3) Designer 4) General Contractor 5) Electrical Contractor NOTE: This Test is required for a"Certificate of Occupancy"by the Building Inspector. c) Fire Alarm Test and Inspection Contract: Each Contractor shall included as part of their Base Bid, the cost of a one (1) year test and Inspection Contract. This Contract shall provide . for quarterly tests according to UL,NFPA and Local Requirements. Upon its' expiration, the Contract shall be renewable by the Building Owner. d) Training: The Contractor shall provide the services of the Manufacturer's Representative for a period of eight(8)hours, during normal business hours, to instruct the Owner's designated personnel and Fire Department Response Teams on the operation of the system. 2. Building and site access for firefighting and/or rescue vehicle(s) and personnel. Emergency response vehicles and personnel can access the building directly by approaching from three sides of the building on paved parking areas. BER cuBER-en ineerin .corn 28 Main Street,Building 3A � North Easton,Massachusetts 02356 � T 508.230.0260 � F 508.230.0265 � � � g_ P:\07036\Correspondence\Narrative(Fire Protection) June 13 2007.doc Shallow Pond Office Building—Hyannis,MA June 13 2007 Fire Protection Narrative-Page 4 3. Fire hydrant(s) location and water supply information. a) Two fire hydrants will be located within 50 feet of the building. b) Water supply information. Source: Hyannis Water Dept. Test Date: 7— 13 —05 Static Pressure: 50 psi Residual Pressure: 35 psi Pitot: 35 psi Flow: 1000 gpm Location: Rte 132, Hydrant#689 4. Type/description and design layout of the automatic sprinkler system(s). The new wet sprinkler system will be fed from an existing city main, located in the street. A new 6" sprinkler main will be brought into the building. The new system will have a' control valve, which will control the entire system. There will be a drain at the control valve. The system will be designed as per NFPA 13. A density of.10 gallons per minute over the most remote 1,500 square feet will be provided. The system will use quick response sprinklers. All areas, which are light hazard, will have sprinkler spacing of a maximum of 225 square feet. All areas which are ordinary hazard, will have sprinkler spacing of a maximum of 130 square feet. 5. Automatic sprinkler system(s) control equipment location. The alarm valve is located in the sprinkler room, which is located at the front of the building and is accessible from the exterior of the building. 6. Type/description and design layout of the automatic standpipe system(s). The building does not require a standpipe system. 7. Standpipe system hose valve(s) type and location. The building does not require a standpipe system. 8. Fire department Siamese connection type(s) and location. A four inch Storz fire department connection will be located at the front of the building. 9. Type/description and design layout of the fire protective signaling system(s). Building occupant notification of a fire alarm is accomplished via new synchronized audio/visual (horn/light) appliances. These appliances will sound automatically based on an alarm condition,initiated by smoke/heat detectors, manual pull stations or sprinkler flow. 10. Fire protective signaling system(s) control equipment location. The fire alarm control panel is to be located within the main entry vestibule. An annunciator is integral to the FACP and therefore there will be no remote annunciator. 28 Main Street,Building 3A North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BER@BER-engineering.com P:\07036\CoTrespondence\Narrative(Fire Protection) June 13 2007.doc Shallow Pond Office Building—Hyannis,MA June 13 2007 Fire Protection Narrative-Page 5 11. Type/description and design layout of the smoke control or exhaust system. The space does not require a smoke control or exhaust system. 12. Smoke control or exhaust system(s) control equipment location. The space does not require a smoke control or exhaust system. 13. Building life safety system features (auxiliary functions) required to be integrated as part of the fire protective signaling system(s). Based on discussions with the Local Authority Having Jurisdiction, an alarm condition will notify the Hyannis Fire Department via a Central Station. Additionally,per the Hyannis Fire Department, an alarm condition at the duct smoke detectors will initiate a"trouble- only". A tamper(supervisory) condition will notify the Central Station and signal the Master Box but horn/lights appliances within the building will not be activated. 14. Type/description and design layout of the fire extinguishing system(s). The building will not include any fire extinguishing systems, other than sprinklers. 15. Fire extinguishing system(s) control equipment location. The building will not include any fire extinguishing systems, other than sprinklers. 16. Fire protection system(s) equipment room location. The sprinkler room is located at the front of the building and is accessible through a door from the exterior of the building. 17. Fire protection system(s) equipment identification and operation signs. Equipment nameplates will be a minimum of three inches long by 1.5 inches high. Nameplates will be black surface with white indented letters. 18. Fire protection system(s) alarm/supervisory signal transmission method and location. A red strobe light(Tomar#1224)will be installed at a location,which indicates the building entrance nearest to the fire alarm control panel. The Hyannis Fire Department will be notified of all alarm and trouble (supervisory) conditions via a Central Station connection. i 28 Main Street,Building 3A North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BE&@BER-engincen'ng.com P:\07036\Correspondence\Narrative(Fire Protection) June 13 2007.doc BUII.,DING ENGINEERING RESOURCES, INC. 28 Main Street,Bldg.3A 1240 Pawtucket Avenue No.Easton,MA 02356 E.Providence,RI 02916 Tel: (508)230-0260 Tel: (401)435-4602 Fax: (508)230-0265 Fax: (401)4354608 BER@BER-Engmeering.com www.beT-eng'meen'ng.com H OF ST I A. cy� 989 /ST P �� ass/ONAL Building Engineering Resources 28 Main Street, Bldg. 3A No. Easton, MA 02356 508-230-0260 Job Name Shallow Pond Center Building Location Hyannis, MA System Dry Contract 07036 Data File 07036-Attic Dry System.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I Building'Engineering Resources Page 1 Shallow Pond Center Date 06-19-07 Hydraulic Design Information Sheet Name - Shallow Pond Center Date - 06-19-07 Location - Hyannis, MA Building - System No. - Dry Contractor - Contract No. - 07036 Calculated By - DLS Drawing No. - FP-4 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - Occupancy - Light Hazard S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - System Type Sprinkler/Nozzle Density - .1 ( ) Wet Make Tyco D Area Per Sprinkler - (X) Dry Model TY3181 E Elevation at Highest Outlet - ( ) Deluge Size 1/2" S Hose Allowance - Inside - 100 ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat. G Hose Allowance - Outside - N Note Calculation Flow Required - 275 Press Required - 44 Summary C-Factor Used: 120 Overhead 100 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 07-13-05 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 50 @ Press - R Residual Press - 35 Elev. - Well Flow - 1000 Proof Flow S Elevation - U P Location - Rt. 132, Last Hydrant #689 P L Source of Information - Hyannis Water System Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) Building Engineering Resources Page 2 Shallow Pond Center Date 06-19-07 City Water Supply: Demand: C1 -Static Pressure : 50 D1 - Elevation 16.674 C2 - Residual Pressure: 35 D2 -System Flow 175 C2 - Residual Flow 1000 D2 -System Pressure 43.440 Hose (Adj City) Hose ( Demand ) 100 D3 - System Demand 275 Safety Margin 5.183 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 C1 E 50 40 C2 D 30 3 20 D1 10 100 200 300 400 500 600 700 800 900 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Building Engineering Resources Page 3 Shallow Pond Center Date 06-19-07 Fitting Legend - Abbrev. Name '/z '/< 1 1'/< 1'/2 2 2'/z 3 3'/z 4 5 6 8 10 12 14 16 18 20 24 A Generic Alarm Valve 0 0 0 0 0 0 7.7 21.5 0 17 17 27 29 0 0 0 0 0 0 0 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zac Ames 2000SS Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary- STANDARD Building`Engineering Resources Page 4 Shallow Pond Center Date 06-19-07 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 1 33.5 20.0 na 25.0 2 33.5 20.0 na 25.0 3 33.5 20.03 na 25.0 4 33.5 20.08 na 25.0 5 33.5 20.17 na 25.0 6 33.5 20.31 na 25.0 7 33.5 20.5 na 25.0 200 33.0 20.31 na 201 33.0 20.32 na 202 33.0 20.34 na 203 33.0 20.4 na 204 33.0 20.49 na 205 33.0 20.62 na 206 33.0 20.81 na 207 33.0 21.16 na 208 33.0 21.68 na 209 27.0 24.53 na 210 27.0 24.68 na 211 27.0 25.09 na 212 10.5 32.57 na TOR 10.5 32.95 na BOR 3.5 36.31 na BASE 0.0 41.18 na TEST -5.0 43.44 na 100.0 The maximum velocity is 9.28 and it occurs in the pipe between nodes 1 and 200 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Building Engineering Resources Page 5 Shallow Pond Center Date 06-19-07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ""****' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 25.00 1.049 0.0 0.500 20.000 Qa = 25.00 to 120 0.0 0.0 0.217 200 25.0 0.1960 0.0 0.500 0.098 Vel = 9.28 0.0 25.00 20.315 K Factor= 5.55 2 25.00 1.049 0.0 0.500 20.004 Qa = 25.00 to 120 0.0 0.0 0.217 201 25.0 0.1960 0.0 0.500 0.098 Vel = 9.28 0.0 25.00 20.319 K Factor= 5.55 3 25.00 1.049 0.0 0.500 20.029 Qa = 25.00 to 120 0.0 0.0 0.217 202 25.0 0.1960 0.0 0.500 0.098 Vel = 9.28 0.0 25.00 20.344 K Factor= 5.54 4 25.00 1.049 0.0 0.500 20.082 Qa = 25.00 to 120 0.0 0.0 0.217 203 25.0 0.1960 0.0 0.500 0.098 Vel = 9.28 0.0 25.00 20.397 K Factor= 5.54 5 25.00 1.049 0.0 0.500 20.172 Qa = 25.00 to 120 0.0 0.0 0.217 204 25.0 0.1940 0.0 0.500 0.097 Vel = 9.28 0.0 25.00 20.486 K Factor= 5.52 6 25.00 1.045 0.0 0.500 20.307 Qa = 25.00 to 120 0.0 0.0 0.217 205 25.0 0.1960 0.0 0.500 0.098 Vel = 9.28 0.0 25.00 20.622 K Factor= 5.51 7 25.00 1.049 0.0 0.500 20.497 Qa = 25.00 to 120 0.0 0.0 0.217 206 25.0 0.1960 0.0 0.500 0.098 Vel = 9.28 0.0 25.00 20.812 K Factor= 5.48 200 25.00 4.26 1 E 13.167 6.000 20.315 to 120 0.0 13.167 0.0 201 25.0 0.0002 0.0 19.167 0.004 Vel = 0.56 201 25.00 4.26 1 T 26.334 6.000 20.319 to 120 0.0 26.334 0.0 202 50.0 0.0008 0.0 32.334 0.025 Vel = 1.13 202 25.00 4.26 1 T 26.334 6.000 20.344 to 120 0.0 26.334 0.0 203 75.0 0.0016 0.0 32.334 0.053 Vel = 1.69 203 25.00 4.26 1 T 26.334 6.000 20.397 to 120 0.0 26.334 0.0 204 100.0 0.0028 0.0 32.334 0.089 Vel = 2.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard building Engineering Resources Page 6 Shallow Pond Center Date 06-19-07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **"'*' Notes **** Point Qt Pf/Ft Eqv, Ln. Total Pf Pn 204 25.00 4.26 IT 26.334 6.000 20.486 to 120 0.0 26.334 0.0 205 125.0 0.0042 0.0 32.334 0.136 Vel = 2.81 205 25.00 4.26 IT 26.334 6.000 20.622 to 120 0.0 26.334 0.0 206 150.0 0.0059 0.0 32.334 0.190 Vel = 3.38 206 25.00 4.26 IT 26.334 18.000 20.812 to 120 0.0 26.334 0.0 207 175.0 0.0078 0.0 44.334 0.347 Vel = 3.94 207 0.0 4.26 IT 26.334 40.000 21.159 to 120 0.0 26.334 0.0 208 175.0 0.0078 0.0 66.334 0.518 Vel = 3.94 208 0.0 4.26 IT 26.334 6.000 21.677 to 120 0.0 26.334 2.599 209 175.0 0.0078 0.0 32.334 0.252 Vel = 3.94 209 0.0 4.26 1 E 13.167 6.000 24.528 to 120 0.0 13.167 0.0 210 175.0 0.0078 0.0 19.167 0.150 Vel = 3.94 0.0 175.00 24.678 K Factor= 35.23 210 175.00 4.26 IT 26.334 26.000 24.678 to 120 0.0 26.334 0.0 211 175.0 0.0078 0.0 52.334 0.409 Vel = 3.94 211 0.0 4.26 IT 26.334 16.500 25.087 to 120 0.0 26.334 7.146 212 175.0 0.0078 0.0 42.834 0.335 Vel = 3.94 212 0.0 4.26 2E 26.334 22.000 32.568 to 120 0.0 26.334 0.0 TOR 175.0 0.0078 0.0 48.334 0.378 Vel = 3.94 TOR 0.0 4.26 1 E 13.167 7.000 32.946 to 120 1 A 22.384 35.551 3.032 BOR 175.0 0.0078 0.0 42.551 0.333 Vel = 3.94 BOR 0.0 6.357 2E 35.205 15.500 36.311 to 120 1Zac 0.0 35.205 4.816 * Fixed loss =3.3 BASE 175.0 0.0011 0.0 50.705 0.056 Vel = 1.77 BASE 0.0 6.16 4E 43.11 5.000 41.183 to 100 1 G 2.309 45.419 2.166 TEST 175.0 0.0018 0.0 50.419 0.091 Vel = 1.88 100.00 Qa = 100.00 275.00 43.440 K Factor= 41.72 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i Bond BOND NO. 02BSBAA9336 Know All Men By These Presents, That we, Callahan Hoffman Co. Inc. of 341 Washington Street, Norwell, MA 02061 as Principal. and Hartford Fire Insurance Company a corporation organized under the laws of the State of Connecticut having its principal office in the City of Hartford, Connecticut as Surety, are held and firmly bound unto Town of Barnstable, 200 Main Street, Hyannis, MA 02601 in the sum of Seven Hundred and 00/100 Dollars ($ 700.00 lawful money of the United States, for which payment well and truly to be made,we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. Whereas, the above bounden Principal has been granted a Permit to do curb cut on Old Strawberry Hill Road, Hyannis, MA - Project: Shallow Pond Center, 1471 Iyannough Road, Hyannis, MA Now, Therefore, the Condition of this Obligation is Such, that if the above Principal shall indemnify and save harmless the Town of Barnstable, 200 Main Street, Hyannis, MA 02601 against loss to which the Town of Barnstable, 200 Main Street, Hyannis, MA 02601 may be subject by reason of said Principal's breach of any ordinance, rule or regulation relating to the above described license or permit, then this obligation shall be null and void, otherwise to remain in full force and effect. This obligation may be canceled by said Surety by giving thirty (30) days notice in writing of its intention so to do to said Town of Barnstable, 200 Main Street, Hyannis, MA 02601 and the said Surety shall be relieved of any further liability under this bond thirty (30) days after receipt of said notice by the said Town of Barnstable, 200 Main Street, Hyannis, MA 02601 No cause of action shall lie against the surety unless commenced within two years from the date the cause of action accrues against the principal. Regardless of the number of years this bond shall continue in force and the number of premiums which shall be payable or paid, the surety's total limit of liability shall not be cumulative from year to year or period to period. Signed, sealed and dated this 28th day of June, 2007 19 Principal Callahan Hoffman Co. Inc Seal) By: (Seal) Surety Hartford Fire insurance Company By: (Seal) attorney•to-Fact Monica Garrity 4 Obligee Name Town of Barnstable Obligee Mailing Address 200 Main Street Hyannis, MA 02601 Policy Number 02BSBAA9336 IMPORTANT NOTICE TOOBLIGEES/POLICYHOLDERS - TERRORISM RISK INSURANCE ACT OF 2002 You are hereby notified that, under the Terrorism Risk Insurance Act of 2002, effective November 26, 2002, we must make terrorism coverage available in your bond/policy. However, the actual coverage provided by your bond/policy for acts of terrorism, as is true for all coverages, is limited by the terms, conditions, exclusions, limits, other provisions of your bond/policy, any endorsements to the bond/policy and generally applicable rules of law. Any terrorism coverage provided by this bond/policy is partially reinsured by the United States of America under a formula established by Federal Law. Under this formula, the United States will pay 90% of covered terrorism losses exceeding a statutorily -established deductible paid by sureties/insurers until such time as insured losses under the program reach $100 billion. If that occurs, Congress will determine the procedures for, and the source of, any payments for losses in excess of$100 billion. The premium charge that has been established for terrorism coverage under this bond/policy is either shown on this form or elsewhere in the bond/policy. If there is no premium shown for terrorism on this form or elsewhere in the bond/policy, there is no premium for the coverage. Te rrorism premium: 1 $0 Form B3333-0 Page 1 of 1 0 2002, The Hartford Direct Inquiries/Claims to: ATTOI��TEY THE HARTFORDPOWER OF BOND,AV 690 ASYLUM AVENUE HARTFORD,CONNECTICUT 06115 call:888-266-3488 or fax:860-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Code: 02-020394 = Hartford Fire Insurance Company,a corporation duly organized under the laws of the State of Connecticut Hartford Casualty Insurance Company,a corporation duly organized under the laws of the State of Indiana Hartford Accident and Indemnity Company,a corporation duly organized under the laws of the State of Connecticut Hartford underwriters Insurance Company, a corporation duly organized under the laws of the State of Connecticut Twin City Fire Insurance Company,a corporation duly organized under the laws of the State of Indiana Hartford Insurance Company of Illinois, a corporation duly organized under the laws of the State of Illinois Hartford Insurance Company of the Midwest,a corporation duly organized under the laws of the State of Indiana Hartford Insurance Company of the Southeast,a corporation duly organized under the laws of the State of Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the"Companies')do hereby make, constitute and appoint, up to the amount of unlimited: Norman B. Peck,Jr.,John M. Budds, Monica Garrity of Niantic, CT their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies)only as delineated above by ®, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof,on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on July 21, 2003 the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed,duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies,the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. �•1Y IY01i Y� Q1u IN S.v't�f Cs.��s .ems CE .�-' v.<<carNq`o v`d n ° • 19a 7' _ -g _t.mcoaroca>Fot m_ v�`��wortArao mS � � tD7 t�. 4E[►d - +`.. u w�` �bt♦ � � 1•„'�i,�=.......°'�4F'` �'......rd�'; c `'��Lye �� �• ! 6_n4 Ci ^Oe bf._a..�a •f • �' r. [[[t�oK„� rraoic�o' --,FLomo?„r'' ♦ �rnnuYEd9 bew.so� A A ,,`MkWww.W M+unM'� �j 0.4, . Paul A.Bergenholtz,Assistant Secretary David T.Akers,Assistant Vice President STATE OF CONNECTICUT ss. Hartford COUNTY OF HARTFORD On this 4th day of August, 2004, before me personally came David T.Akers,to me known,who being by me duly sworn,did depose and say: that he resides in the County of Hampden, Commonwealth of Massachusetts; that he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument;that he knows the seals of the said corporations;that the seals affixed to the said instrument are such corporate seals;that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. 4t E.Pqg + ♦ Scott E.Paseka atic� Notary Public CERTIFICATE My Commission Expires October 31,2007 I,the undersigned,Assistant Vice President of the Companies,DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is still in full force effective as Of June 28 , 2007 Signed and sealed at the City of Hartford. ry7YlMtp ���� yltllN,r�„*3 o:4 G� 4�1�1��►�F♦y T§ 61/�h 7P�aSAEaiacvn\9� 'G5`,e'+T"b e,:a N`a�e. i•ify�.�9L•IdA 1lT'}.i+ _��1�+'4`q�Y°',tif"n y.3n'�°°"°!.Y0.jp.*°i r'U'�fZ 4.F��� a`,{�e'+�"�d`�bft�`'w,'N[�„Iv•—u°��°4'>l.°F''�!�`:w'Ae^'4<_ .;,4_�`vAl t979 979 ........... [ , -a,sdi,C AIr w .9ooT:1 t�u9r^ F tiO$� i L Gary W.Stumper,Assistant Vice President CALLAHAN/HOFFMAN • C O M ME RC I A L B U I L D E R S - July 19,2007 Thomas Perry Director Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 Dear Mr. Perry: Please allow this letter to serve as confirmation that Dan Hawkins is in fact an employee of Callahan/Hoffman Company,Inc. and has signatory approval for permit applications. If you require any additional information,please call me. Sincerely, Garth H. offman President 341 WASHINGTON STREET NORWELL,MA 02061 (781)659-8100 FACSIMILE(781)659-8103 I BOARD;OF BUILDING REGULATIONSr L�cen''''''CONSTRUCTION SUPER\/i$OR�` a Z, Zil �Numbe`'rCS ;067850j �Blrt date.�4�I2�/19fi1! �'I Expires�Q74261 QO T,r no 27897` d. I t6r� �Restricte04 I D-DANIHHAWICI1 � bUXBURY MA 02332 � �`� I �C�ommissioner:. � ;, A-PP � �� a F A--PpLj 7� I _ JUL.20.2007 2:15PM PLANNING N0.372 P.2i3 p Town of Barnstable Growth Management Department-Ruth 1.Weil,Director 367 Main Street,Hyannis,Massachusetts 02601 +-hUS& P = Re nlatoiY Review Se rvf e —Site an Review 200 Main Street,Hyannis,Massachusetts 02601 Phone(508)862-4785 Fax(508)8624725 April 30,2007 0 SP Properties,LLC C/O Patrick M.Butler,Esq. Nutter,McClennen &Fish,LLP P. O.Box 1630 Hyannis,MA 02601 Reference: Site Plan Review_027-06 -Shallow Pond Professional,LLC 1471 Poute 132,Hyannis,MA-Map 253,Parcels 014-XO1 &014X02 Proposal: Demolishing existing structures and reconstructing a two-story office building,together g with improved access/egress and storm water management, decreased septic flows and water consumption,landscaping and other site and infrastructure improvements. Dear Attorney Butler; The Site Plan Review Committee reviewed the above proposal at the informal Site Plan Review meeting and it was referred to the Cape Cod Commission as a Change of Use pursuant to Section 4(b). Subsequent to the Cape Cod Commission's decision,the project was reviewed at the formal Site Plan Review meeting of February 8,2007 and approved subject to the following conditions which are incorporated,in part,from the Cape Cod Commission DRI Decision as a condition of that decision; • All construction shall be in compliance with the approved Site Construction Plans entitled, "Shallow Pond Center Redevelopment Project,Proposed Office Building",prepared for Shallow Pond Professional,LLC, Sheets Cl through C15,'Prepared by Baxter Nye Engineering& Surveying,Hyannis,dated May 31,06 with various revisions per SPR and CCC comments,with a final revision date of January 24,2007. • All conditions set forth in the final Cape Cod Commission DRI decision dated April 2,2007 which incorporates Town of Barnstable conditions will be complied with. • Use of pesticide and fertilizer within the 100-foot wetland buf k is prohibited, Applicant must monitor and manage invasive species within the pond shore buffer area for the next five years,to ensure improvement of conditions where invasive species may threaten rare species, 0 Applicant must certify adequate sight line distances to the driveway location by a letter signed and"sealed by as registered Massachusetts Professional Engineer once the driveway is 7substantially completed,but before the building is'occupied. ACC , a accA-S / a�' R. VS 69-4 v C J VL.LV.C-KJUI L•10r 1*1 rLf'1I 11111 W1 Plu.d(� tI.d/d i 4 ' '• ` Drive-through facilities,retail,medial or dental offices are prohibited, The following language must be placed into any lease agreement for the site in order to project the groundwater and adjacent pond and to control hazardous materials and waste on site: "To protect the public drinking waxer supply from potentially hazardous materials associated with specific land uses,the foIlowing uses are prohibited on the site: landfills, open dumps;junkyards; automobile graveyards; underground fuel storage tanks; storage for resale of heating fuels(e.g.,gas, oil, coal and kerosene);metal plating, finishing or polishing; boat,motor vehicle and aircraft cleaning, servicing or repair; dry-cleaning processing establishments;storage,use,treatment, generation or disposal of hazardous materials or hazardous wastes except in a household quantity,or for emergency power or heating of a structure. Also prohibited on the site,is any use that involves as a principal activity the use,generation, storage,treatment, transportation or disposal of one or more hazardous materials or hazardous waste." In addition to the incorporation of the above language,during construction, steps will need to be taken during construction to protect the groundwater and adjacent pond from releases resulting from construction equipment fueling or maintenance. • Compliance with 411 Barnstable Board of Health and Barnstable Conservation Commission decisions,rules and regulations is required. • Applicant must obtain all other applicable permits,licenses and approv4ls required, • Upon completion of all work,a registered engineer or land surveyor shall submit a letter of certification,made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(zoning Section 240, 104(G). This document shall be submitted prior to the issuance of-the final certificate of- occupancy, If you have any questions or require further assistance,my direct telephone number is 508-862-4679. Sincerely, lC ,. Ellen M.Swiniarski Site Plan Review Coordinator CG, SPR File Tom Perry,Building Commissioner Barnstable Consemdon Commission Barnstable Board of Health . • •Drive-through facilities,retail,medial or dental offices are prohibited. • The following language must be placed into any lease agreement for the site in order to project the groundwater and adjacent pond and to control hazardous materials and waste on site: "To protect the public drinking water supply from potentially hazardous materials associated with specific land uses,the following uses are prohibited on the site: landfills, open dumps;junkyards; automobile graveyards; underground fuel storage tanks; storage for resale of heating fuels (e.g., gas, oil, coal and kerosene); metal plating, finishing or polishing;boat,motor vehicle and aircraft cleaning, servicing or repair; dry-cleaning processing establishments; storage,use, treatment, generation or disposal of hazardous materials or hazardous wastes except in a household quantity, or for emergency power or heating of a structure. Also prohibited on the site,is any use that involves as a principal activity the use, generation, storage,treatment, transportation or disposal of one or more hazardous materials or hazardous waste." In addition to the incorporation of the above language,during construction, steps will need to be taken during construction to protect the groundwater and adjacent pond from releases resulting from construction equipment fueling or maintenance. • Compliance with all Barnstable Board of Health and Barnstable Conservation Commission decisions,rules and regulations is required. • Applicant must obtain all other applicable permits,licenses and approvals required. • Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification,made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240- 104 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. If you have any questions or require further assistance,my direct telephone number is 508-862-4679. Sincerely, Ellen M. Swiniarski Site Plan Review Coordinator CC: SPR File Tom Perry,Building Commissioner Barnstable Conservation Commission Barnstable Board of Health Town of Barnstable Growth Management Department-Ruth J. Weil,Director oF�"E'nyti 367 Main Street,Hyannis,Massachusetts 02601 �IMABM = Regulatory Review Services—Site Plan Review .� g rY i639 .� 200 Main Street,Hyannis,Massachusetts 02601 RFD" Phone(508)862-4785 Fax(508)862-4725 April 30, 2007 SP Properties,LLC C/O Patrick M.Butler,Esq. Nutter,McClennen&Fish,LLP P. O. Box 1630 Hyannis,MA 02601 Reference: Site Plan Review—027-06 - Shallow Pond Professional,LLC 1471 route 132,Hyannis,MA-Map 253,Parcels 014-XO1 &014-X02 Proposal: Demolishing existing structures and reconstructing a two-story office building,together with improved access/egress and storm water management, decreased septic flows and water consumption, landscaping and other site and infrastructure improvements. Dear Attorney Butler: The Site Plan Review Committee reviewed the above proposal at the informal Site Plan Review meeting and it was referred to the Cape Cod Commission as a Change of Use pursuant to Section 4(b). Subsequent to the Cape Cod Commission's decision,the project was reviewed at the formal Site Plan Review meeting of February 8,2007 and approved subject to the following conditions which are incorporated,in part, from the Cape Cod Commission DRI Decision as a condition of that decision: • All construction shall be in compliance with the approved Site Construction Plans entitled, "Shallow Pond Center Redevelopment Project,Proposed Office Building",prepared for Shallow Pond Professional,LLC, Sheets C 1 through C 15,Prepared by Baxter Nye Engineering& Surveying,Hyannis, dated May 31, 06 with various revisions per SPR and CCC comments, with a final revision date of January 24,2007. • All conditions set forth in the final Cape Cod Commission DRI decision dated April 2,2007 which incorporates Town of Barnstable conditions will be complied with. • Use of pesticide and fertilizer within the 100-foot wetland buffer is prohibited. • Applicant must monitor and manage invasive species within the pond shore buffer area for the next five years,to ensure improvement of conditions where invasive species may threaten rare species. • Applicant must certify adequate sight line distances to the driveway location by a letter signed and sealed by a registered Massachusetts Professional Engineer once the driveway is substantially completed,but before the building is occupied. os CAPE COD COMMISSION 3225 MAIN STREET P.O. BOX 226 * * BARNSTABLE, MA02630 (508)362-3828 SACHUS� FAX(508)362-3136 E-mail:frontdesk@capecodcommission.org Date: April 2, 2007 To: Mr. Patrick M. Butler,Esq. Nutter,McClennen &Fish, LLP P.O. Box 1630 Hyannis,MA 02601 From: Cape Cod Commission Re: Limited DRI Determination for Change of Use DRI Enabling Regulations, Sections 3 and 4 Project Applicant: Shallow Pond Professional. LLC 683 C Main Street Osterville, MA 02655 Property Owner: S.P. Properties, LLC 1330 Phinney's Lane Hyannis, MA 02601 Project: Office Building Redevelopment Project Shallow Pond Center 1471 Route 132 Hyannis, Massachusetts Project#: CU06018 Book/Page#: 20379/11 Map/Parcel: 253/14-XO1 & 14-X02 Lot/Plan: 539/24 DECISION OF THE CAPE COD COMMISSION Limited DRI Determination for a Change of Use Shallow Pond Center Redevelopment-#CU06018 April 2,2007 Page 1 of 15 L�NI SUMMARY The Cape Cod Commission (Commission),through its Regulatory Committee, hereby determines that the redevelopment of the property located at 1471 Iyannough Road (Route 132), Hyannis, MA, from the existing Rainbow Inn motel to a 17,338 square foot office building qualifies as a change of use pursuant to the Section 3(f)(i)thresholds under the criteria established under Section 4(b) of Chapter A,Enabling Regulations Governing Review of Developments of Regional Impact, Barnstable County Ordinance 90-12, as amended (DRI Enabling Regulations), and may proceed without Development of Regional Impact (DRI) review. This decision is rendered pursuant to a vote of the Regulatory Committee on January 8., 2007. PROJECT DESCRIPTION The project site is a 1.8 acre parcel, located at 1471 Iyannough Road (Route 132), Hyannis, MA, bounded on the south side by Shallow Pond, on the north by an abutting parcel whose frontage is on Route 132, on the east by Old Strawberry Hill Road and an existing condominium complex, and on the west by a mixed-use (commercial/office) building. The project site is located in a Regional Commercial Activity Center as designated in the 1998 Barnstable Local Comprehensive Plan. The parcel is split between three local zoning districts—business, highway business and residential zones. The project proposes to demolish the existing Rainbow Inn motel, an approximately 16,065 Square foot (SF), 46-room motel with manager's office space. An existing pool will also be removed. The site will be redeveloped with a 17,338 SF,two-story professional office building with associated parking, deck area, landscaping and stormwater and wastewater infrastructure. One of-two existing docks on Shallow Pond will be removed. A 4-foot wide soft path will be constructed to provide controlled foot access to the remaining dock. The proposed redevelopment will result in 5,809 SF of development area within the 100-foot wetland buffer to Shallow Pond. Roof and paved surfaces.(including pervious pavers) are proposed to increase by 1,485 SF relative to existing conditions. Subsurface and surface impervious runoff and wastewater disposal systems will be located within the 300-foot buffer to Shallow Pond. No specific tenants have been proposed at this time. Currently the site has vehicle access through one driveway on Iyannough Road (via the abutting parcel) and one on Old Strawberry Hill Road. The proposed office development will not have direct access to Route 132, but will access only through a new curb cut on Old Strawberry Hill Road. The existing access easement across the project site that provides a connection between commercial properties fronting on Route 132 and Old Strawberry Hill Road will be maintained. Local zoning requires 58 parking spaces and 64 will be provided, seven will be constructed of concrete pervious pavers and six satisfy a parking easement benefiting the adjoining property. Limited DRI Determination for a Change of Use Shallow Pond Center Redevelopment-#CU06018 April 2,2007 Page 2 of 15 I - PROCEDURAL HISTORY The Commission received a Limited DRI Determination for Change of Use application from Shallow Pond Professional,LLC on July 10,2006. A duly noticed public hearing pursuant to Section 5 of the Act to consider the application was held by the Regulatory Committee of the Commission on November 13,2006, at the Cape Cod Commission.office in Barnstable,MA. The public hearing was continued to December 11,2006, and then to January 8,2007. The public hearing and record were closed on 1/8/07, after which the Regulatory Committee voted unanimously (with two members abstaining)that the project not be subject to mandatory DRI review in any Regional Policy Plan(RPP)issue area, and therefore be returned to local review. In addition to the list of materials submitted for the record (see Table 1 below)the application and notices of public hearings relative thereto,Commission staff s notes and correspondence,the minutes of public meetings and hearings, and all other written submissions received in the course of the proceedings are hereby incorporated into the record by reference. TABLE �. 1Vlatei�a,Ls:'�b�=m�ti�f��r=�h _ Materials From the Applicant Date Submitted Application for a Limited DRI Determination 7/10/" Letter from L. Cox to S.Justus forwarding-Traffic Analysis by Rizzo 7/24/07 Associates dated 7/20/06 Letter from L. Cox to S. Justus forwarding MHC letter 7/26/06 Certificate of Inspection.from Town of Barnstable 8/2/06 Disturbance area calculations and summary 8/2/06 Plans and drainage/stormwater information from Baxter Nye 10/3/06 Engineering Revised site laps from Baxter Nye Engineering 10/5/06 Architectural plans forwarded b L. Cox 10/26/06 Supplemental a lication materials via letter from L. Cox 1 6 Cover memo from L. Cox 1l/l/0/1/06 Email from M. Eddy to S. Justus re: landscape plan revisions 11/2/06 Handouts to Regulatory Committee members by P. Butler 11/13/06 Revised Landscape Plan color version 11/13/06 Email from M. Ball to H. McElroy re:NHESP 11/21/06 Revised Site Plans 11/27/06 Memo from L. Cox to S. Justus re:res onses to NHESP 11/27/06 Revised site plans and buffer area calculations from Baxter Nye 11/28/06 Engineering Handouts from P. Butler to Re atory Committee members 12/11/06 Revised Stormwater Management Report 12/27/06 Memo from L. Cox to S. Justus re: revised plans 12/27/06 Handout from P. Butler to Regulatory Committee members 1/8/07 Limited DRI Determination for a Change of Use Shallow Pond Center Redevelopment-#CU06018 April 2,2007 Page 3 of 15 J Materials rom.Commission Staff Date Submitted Memo to L. Cox from S. Justus -8/2/06 E-mail to L. Cox from S. Justus 10/12/07 Staff Report 11/6/06 Memo to RegulatoryCommittee members from S. Justus 12/5/06 Memo tQ Regulatory Committee members from S. Justus 41/3/07 Memo to Regulatory Committee members from S. KoJ eff 1/7/07 Materials from Town of Barnstable Date Received Comment letter to Regulatory Committee from R. Weil, Barnstable 1/8/07 Growth Management Department Materials from Others Date Received Letter from Division of Fisheries & Wildlife to Shallow Pond 11/15/06 Professional, LLC Comment letter from Thomas Rugo to Commission staff 12/8/06 TESTIMONY The Public Hearing was opened on November 13, 2006 and was then continued to December 11, 2007 and then to January 8, 2007. On January 8, 2007 the public hearing and the record were closed. Minutes of these meeting have been reviewed and approved by the Regulatory Committee and are hereby incorporated as testimony of this Decision. The following is a summary of that testimony: November 13, 2006 Commission staff summarized the Staff Report dated November 6,2006, discussed the change of use review standards, and identified six issue areas of concern that the staff focused its review of impacts on, including water resources, wetland and plant habitat,transportation, economic materials, and community character. The applicants commented with went hazardous maten PP develop ty respect to the Natural Heritage and Endangered Species Program(NHESP) filing,transportation impacts and the economic impacts of the project. Representing the town of Barnstable, Ms. Patty Daley said the primary concern of Barnstable's Growth Management Department was project traffic and questioned whether consideration was given to using an innovative alternative wastewater system. She noted the project was an economic positive for Barnstable. She also commented that wetland buffer disturbance should be minimized. Hyannis Deputy Fire Chief Melanson noted the departments concerns with the existing motel and that it was a public safety hazard. Ms. Mane Gaziano,an abutter, said she thought the landscaping was an improvement, and was in support of the project. Limited DRI Determination for a Change of Use Shallow Pond Center Redevelopment-#CU06018 April 2,2007 Page 4 of 15 I Discussion followed about the amount of impervious surface and the need for a final written determination from the NHESP. Commission staff asked to discuss potential alternative site configurations to reduce wetland buffer intrusions. Mr. Butler said that certain site plan changes could put parking and the septic system to the rear of the building,thereby exacerbating the wetland buffer situation. Mr. Platt indicated that a more modest redevelopment proposal better fit the site. Committee members discussed how far the project could reasonably deviate from the Regional Policy Plan. Discussion followed about'the Change of Use regulation. December 11, 2006 Ms. Justus discussed the regulations relating to the Limited DRI Determination scoping process and indicated that the regulation gives the Committee the discretion to decide what issue areas need to be reviewed. Ms. Wielgus discussed the review standard and stated that it was within the Committee's discretion to determine the issue areas for further Commission review. Commission technical staff described the focus of concern for water resources, which was management of stormwater. They also relayed that the NHESP had submitted comments on the project, which indicated they were not concerned about impacts to rare species, and discussed that staff s concerns were related to impacts to the 100-foot wetland buffer. Mr. Butler noted the Barnstable Conservation Commission does make a distinction between the 50-and 100-foot wetland buffers. He expressed his interpretation of the change of use standard and described how he believed the proposed project met the regulatory test and should be given no review. Ms. Daley said the Barnstable Growth Management Department was generally in support of the . proposed project from the perspective of improvements to the septic system, and as compared to the existing dilapidated motel. Mr. Hogan said he was inclined to recommend a limited DRI review for the water resources and natural resources issues. Ms. Kadar said it was important to encourage redevelopment but noted the deviations from the RPP and its Minimum Performance Standards. Mr. Richardson said he saw the project as improving a problem area in Hyannis, and as a positive step. He said he also recognized the important environmental issues. Mr. Platt said he felt the proposed project represented a lost opportunity and that the proposed building was too big for the site. Mr. Richardson said the economic viability of the project should also be a consideration. Ms. Taylor asked if the applicant could move the building, reduce it, or reconfigure it such that it would be outside of the 50-foot wetland buffer. Ms. Taylor said she was inclined to favor referring the project for additional natural resources and water resources review by the Commission. The Regulatory Committee members agreed to ask the applicant to provide a revised design that handled 100% of the stormwater on site, so that none of it would reach the pond, and move the " building out of the 50-foot wetland buffer. January 8, 2007 The applicant had complied with the Committees' request for them to move the building out of the 50-foot wetland buffer, and to address stormwater runoff. Ms. Justus noted that to Limited DRI Determination for a Change of Use Shallow Pond Center Redevelopment-#CU06018 April 2,2007 Page 5 of 15 accomplish this the revised elevations of the building went backwards with respect to the project's community character impacts, particularly in regards to the mass of the building. Mr. Butler and Mr. Raber explained why, from the applicants perspective, this was not necessarily y the case and concluded that overall the proposed project was substantially better than the existing motel building. Mr. Richardson noted the neighbors saw the proposed project as an improvement and suggested the matter of the roofline and massing was not significant enough to warrant further Commission review. Ms. Kadar said she understood the staff s position and while this was not the best possible development, it was an improvement. Mr. Platt said the Change of Use language in the Commission's regulations was weak and that the project was too large for the site. Mr. Hogan agreed with Mr. Platt's comments and said the standard with respect to Change of Use was such that nearly anything would be better than the old motel. He said the Committee should discuss the standard for Change of Use at another time. The Committee voted to approve the Rainbow Motel/Shallow Pond Center as a Change of Use that did not require further Cape Cod Commission review. JURISDICTION The proposed project qualifies as a DRI under Section 3(f)(i) of the DRI Enabling Regulations as a change of use with a gross floor area greater than 10,000 square feet. Pursuant to Section 4(a) of the DRI Enabling Regulations, the Chief Regulatory Officer determined that the project constitutes a Change of Use. Further, as provided in Section 4(a)(iii),the applicant then applied for a Limited DRI Determination in accordance with Section 4(b), which requires the Regulatory Committee to determine the scope of the'DRI review required. P q FINDINGS The Commission, through the Regulatory Committee,has considered the application of Shallow Pond Professional. LLC for the proposed change of use project at 1471 Iyannough Road (Route 132), Hyannis, MA, and based on consideration of such application and upon the information presented at the public hearings and submitted for the record, makes the following findings pursuant to Sections 3 and 4 of the DRI Enabling Regulations: General Findings: F-G1. The project that is the subject of this Decision is as follows: The project site is a 1.8 acre parcel, located at 1471 Iyannough Road (Route 132), Hyannis, MA, bounded on the south side by Shallow Pond, on the north by an abutting parcel whose frontage is on Route 132, on the east by Old Strawberry Hill Road and an existing condominium complex, and on the west by a mixed-use (commercial/office) building. The project site is located in a Regional Commercial Limited DRI Determination for a Change of Use Shallow Pond Center Redevelopment-#CU06018 April 2,2007 Page 6 of 15 f Activity Center as designated in the 1998 Barnstable Local Comprehensive Plan. The parcel is split between three local zoning districts—business,highway business and residential zones. The project proposes to demolish the existing Rainbow Inn motel, an approximately 16,065 Square foot(SF), 46-room motel with manager's office space. An existing pool will also be removed. The site will be redeveloped with a 17,338 SF,two-story professional office building with associated parking, deck area, landscaping and stormwater and wastewater infrastructure. One of two existing docks on Shallow Pond will be removed. A 4-foot wide soft path will be constructed to provide controlled foot access to the remaining dock. The proposed redevelopment will result in 5,809 SF of development area within the 100-foot wetland buffer to Shallow Pond. Roof and paved surfaces (including pervious pavers) are proposed to increase by 1,485 SF relative to existing conditions. Subsurface and surface impervious runoff and wastewater disposal systems will be located within the 300-foot buffer to Shallow Pond. No specific tenants have been proposed at this time. Currently the site has vehicle access through one driveway on Iyannough Road(via the abutting parcel) and one on Old Strawberry Hill Road. The proposed office development will not have direct access to Route 132, but will access only through a new curb cut on Old Strawberry Hill Road. The existing access easement across the project site that provides a connection between commercial properties fronting on Route 132 and Old Strawberry Hill Road will be maintained. Local zoning requires 58 parking spaces and 64 will be provided, seven will be constructed of concrete pervious pavers and six satisfy a parking easement benefiting the adjoining property. F-G2. In accordance with Section 4(b)(vi) of the DRI Enabling Regulations, the Regulatory Committee reviewed the proposed change of use to determine the scope of the project review,which may be limited to those RPP issue areas where the impacts are more detrimental (quantitatively and/or qualitatively)than the immediate prior use. The Regulatory Committee did consider whether the project's impacts involve deviation from the minimum performance standards (MPS) of the RPP in determining the scope of DRI review. The Committee, in making its determination, considered the resources protected by the Act and the RPP. The Regulatory Committee finds that the project does not present nor will it result in impacts that are more detrimental than the immediately prior use in any RPP issue areas. F-G3. The proposed project is to be constructed according to the following plans: ■ Site Construction Plans, Shallow Pond Center Redevelopment Project Proposed Office Building, prepared by Baxter Nye Engineering & Surveying as revised 12/20/06 and dated as received by the Commission on 12/27/06, sheets C-1 —C- 15. ■ Floor plans, roof plan and exterior elevations for the Proposed Shallow Pond Center,prepared by Brown Lindquist Fenuccio &Raber Architects, Inc., dated Limited DRI Determination for a Change of Use Shallow Pond Center Redevelopment-#CU06018 April 2,2007 Page 7 of 15 1 12/18/06 and dated as received by the Commission on 12/27/06, sheets A l. A 1.2, A 1.3, A2.1 and A2.2. F-G4. Findings F-WR4, F-NR2, F-T4, F-T6, and F HM3 below indicate that the Commission is relying on the Town of Barnstable's local review process through both Site Plan Review conditions and the Conservation Commission's Order of Conditions to ensure that certain components of this proposed project are executed according to the application reviewed for this Decision. Water Resources Findings: F-WRL The project is located in a water quality impaired area, a wellhead protection area that supplies drinking water to Barnstable Village, a marine water recharge area that discharges to Barnstable Harbor, and a freshwater recharge area that drains to Shallow Pond. Each of these areas is defined in the water resource section of the RPP. Impaired areas that are also in sensitive water resource areas are further classified as water quality improvement areas in accordance with-MPS 2.1.1.2.E. Water quality improvement is a major goal in water quality improvement areas. F-WR2. Certain project characteristics enable the project to result in less detrimental impacts to water resource than impacts of the prior use (including a significant reduction in nitrogen loading to groundwater) including: • The proposed reduction in Title-5 wastewater flows from 5,060 gallons per day (gpd)to 1,300 gpd; • The proposed elimination of septic system components within the 100-foot wetland buffer adjacent to Shallow Pond; and • The proposed improvement in the management of stormwater, including use of biofiltration and stormwater infiltration that eliminates overland flow of stormwater runoff to Shallow Pond from roof and paved surfaces for storms not exceeding the 25-year event. F-WR3. The Commission further finds, as required by Section 4(b)(vi) of the Commission's Enabling Regulations,that the project deviates from MPS 2.1.1.2.B.1, which states no subsurface disposal systems shall be permitted within 300 feet of maximum high water offreshwater ponds. The proposed standard Title-5 septic disposal system is located within 200 feet from Shallow Pond and a proposed stormwater infiltration basin is located within 100 feet of Shallow Pond. This deviation from the minimum performance standards does not preclude the projects ability to result in less detrimental impacts to water resources as noted in Finding F-WR2 than the immediate prior use. F-WR4. A November 27, 2006 memorandum from the applicant and a hand-out submitted to the Regulatory Committee on December 11, 2006 commits the applicant to a program that precludes the use of pesticides and fertilizers within the 100-foot wetland buffer. This prohibition on pesticide and fertilizer use within the 100-foot wetland Limited DRI Determination for a Change of Use Shallow Pond Center Redevelopment-#CU06018 April 2,2007 Page 8 of 15 buffer is incorporated as a special condition of the Barnstable Conservation Commission's Order of Conditions. Natural Resources Findings: F-NRL The Natural Heritage and Endangered Species Program has provided written comments that the project will not have adverse impacts on rare species or their habitats based on proposed site changes that will include a single footpath access to the pond shore and to a single existing dock. Proposed revegetation of the pond shore buffer area may also reduce impacts to rare species habitat by limiting pond shore access. Consequently,the Commission finds that impacts from the proposed development are not more detrimental with regard to rare species habitat than the immediate prior use. F-NR2. The applicant has proposed to monitor and manage invasive species within the pond shore buffer area for the next five years, which is an improvement over existing conditions where invasive species may threaten rare species. This proposal is required through a special condition of the Barnstable Conservation Commission's Order of Conditions. F-NR3. Through revisions to building and parking location,the applicant has demonstrated that the proposed development will have no greater impacts to the 100-foot wetland buffer area than exist presently on the site.In addition,the proposed building will be located outside of the 50-foot wetland buffer area, an improvement over existing conditions where a portion of the building is presently located within the 50-foot wetland buffer. Maintaining a 50-foot undisturbed wetland buffer is consistent with the Town of Barnstable's wetland regulations. Transportation Findings: F-T1. A letter from the applicant's consultant dated July 20, 2006 addressing the project's trip generation has been received and reviewed by the Commission staff. The applicant's transportation engineer states the following change in trip generation for the change of use: Use Daily Trips AM Peak Hour of PM Peak Hour of Street Traffic Street Traffic Motel 259 21 22 Office 191 27 26 NET -68 6 4 The analysis is based on the Institute of Transportation Engineer's(ITE) Trip Generation manual. Commission staff reviewed the ITE manual information and the applicant's analysis agrees with the average trip generation information in the manual. However, the manual also provides formulas for calculating trip generation Limited DRI Determination for a Change of Use Shallow Pond Center Redevelopment-#CU06018 April 2,2007 Page 9 of 15 J and additional peak hour of trip generator information. The DRI transportation technical bulletin requires use of these formulas where appropriate. Based on these established Commission procedures, Commission staff calculated the following trip generation changes for the development: Use Daily Trips AM Peak Hour of Trip PM Peak Hour of Generator Trip Generator Motel 279 26 35 Office 346 27 26 NET 67 1 -9 Consequently, the change of use will likely have very little, if any, effect on peak hour traffic. F-T2. Currently, the motel has access on Old Strawberry Hill Road and on Route 132 through an existing business in front of the site. While the business on Route 132 will remain, the new office building will not have direct access to Route 132. Instead, it will have a single driveway on Old Strawberry Hill Road. Consequently, a decrease in traffic at the Route 132 driveway can be expected and is found to be a benefit of the redevelopment. It should also be noted that Route 132 is scheduled to be widened to four lanes with a median that will partially restrict access at the Route 132 driveway. Access from Old Strawberry Hill Road will provide full access to the development even with the Route 132 expansion completed. Also, due to the access reconfiguration, the project complies with the RPP standard requiring use of secondary road access wherever available and appropriate. The new driveway for the development will be located as far as possible from the Old Strawberry Hill Road and Route 132 intersection. However,the existing driveway on Old Strawberry Hill Road, which is closer to the intersection, will remain due to an access easement owned by the property owners of the business in front of the redevelopment site. Other properties to the west of the development property can also be accessed through this easement and the easement will be usable after the redevelopment. Only limited information is available to estimate a level of service for the proposed office driveway. However, based on estimated trip generation from the office and from counts at the Route 132 and Old Strawberry Hill Road intersection,the driveway should operate at Level of Service C or better, which is considered acceptable, and which is not more detrimental than the immediate pr ior use. F-T3. No crash history for the current development driveways could be found in a brief review of the state crash database. The intersection of Route 132 and Old Strawberry Hill Road experiences about two crashes per year on average. This is below the level that requires further review under the.RPP. Limited DRI Determination for a Change of Use Shallow Pond Center Redevelopment-#CU0601.8 April 2,2007 Page 10 of 15 I In compliance with RPP standards, the site utilities will be placed underground. F-T4. The RPP requires stopping sight distances to development driveways be sufficient to meet the requirements of the American Association of State Highway Transportation Officials (AASTHO). Commission staff conducted a preliminary review of the sight distances to the proposed driveway. From the north, it is about 180 feet from Route 132 to the approximate driveway location. -Drivers turning onto Old Strawberry Hill Road have clear vision to the driveway location. This sight line is sufficient to 25 mph. Traffic turning onto Old Strawberry Hill Road will likely be traveling 25 mph or slower, and thus the sight line from Route 132 should be sufficient. The actual sight distance may be decreased in the future when Route 132 is widened to four lanes. From the south, about 330 feet of sight distance to the driveway exists. A downward slope, curve, and heavy vegetation prevent a longer sight distance. The sight distance is sufficient to 40 mph,which is higher than most vehicles appear to travel on Old Strawberry Hill Road. Thus,this sight line should be sufficient. The applicant should be required to have the sight lines to the driveway certified in a letter signed and sealed by a registered Massachusetts Professional Engineer once the driveway is substantially completed but before the building is occupied. The applicant has agreed to meet this provision as a condition of Barnstable's Site Plan Review to ensure compliance with this finding. F-T5. The RPP limits parking to the amount required by town zoning or a higher number if justified in an objective study. The site layout shows 64 spaces. The town requirement is 58 spaces. A review of data in the ITE Parking Generation manual shows 70 spaces would likely be occupied at the parking peak. Consequently, the 64 spaces can be justified. F-T6. The project is slated for professional office use only, the Cape Cod Commission is cautious of the trip generation that may result from conversion to retail, medical or dental offices. The applicant has agreed to prohibit drive-through facilities,retail, medical or dental offices. To ensure this prohibition, the Town of Barnstable has prohibited these uses through a condition of Barnstable's Site Plan Review process. Economic Development Findings: F-ED1. MPS 3.3.1 requires applicants to provide economic data from which the Commission may determine the economic impacts of the proposed project. Given that this is a change of use proposal, the applicant has generally complied with this standard and the information supplied is outlined in the following economic development findings. Limited DRI Determination for a Change of Use Shallow Pond Center Redevelopment-#CU06018 April 2,2007 Page 11 of 15 F-ED2. The proposed project is located within a certified Growth Center (the 1998 Barnstable LCP designates this project area as within the Route 132 Regional Commercial Center). MPS 3.2.1 specifies the incentives to be provided to this project since it is located in a certified growth center and no further justification for its location is required under MPS 3.2.2. F-ED3. This project will add 17,338 square feet of professional office space to the market. The applicant characterizes this new space as"high end" and to be a commodity in limited supply in the region. The applicant did not provide written information in support of this statement and a brief review of the current commercial real estate available was inconclusive. Without further information, the Commission considers the impact to the regions' real estate market neutral. F-ED4. Generally;the types of employment planned as a result of this redevelopment will require higher skill levels and therefore provide higher salaries than those associated with the immediate prior use as a motel. According to.the applicant, this project will provide office space to an existing employer in the Town of Barnstable. Thus, this project will not directly increase regional employment. The project may slightly alter the employment mix by creating more office space while reducing motel space, but without information on the current use and on the re-use of the space to be vacated by the expected tenant,this is speculative only. The Commission therefore considers the long-term impact on employment diversity (RPP Goal 3.3) to be neutral. F-ED5. As shown by the applicant,this project will increase the assessed value of the property, thus resulting in higher property tax revenues for the town(see chart below). This project will result in the loss of future room tax revenue to the town and region, as the property will be shifted from a motel use to office (see chart below). _ Proposed Use Estimated Net Revenue Sources Current use . (Est.) Change Property tax 2005 $1,008,700 2,908;103 1,899,403 Rooms Tax (2004) Not provided $0 The Commission is unable to calculate the net fiscal impact (revenues generated minus public services required) for the proposed use versus the current use with the information provided. Without further documentation, the Commission finds that the net fiscal impact of the project is unknown. F-ED6. The Commission finds that changing the use of this site from motel to office has the potential to create the types of jobs encouraged in the RPP, although the project proposed will involve some shifting of existing jobs (as explained above in F-ED4). The Commission also finds that while the site is located in a certified growth center, the change acts overall to perpetuate auto dependent sprawl and detracts from rather than revitalizes town centers, which in this case is the Hyannis Growth Incentive Limited DRI Determination for a Change of Use Shallow Pond Center Redevelopment-#CU06018 Anil 2,2007 Page 12 of 15 Zone. This finding reflects the concern expressed in the Barnstable LCP that "Originally developed piecemeal, this area [the Route 132 Regional Commercial Center] has initiated disinvestment in Main Street,Hyannis" (pg. 1-54, 1998 Barnstable LCP). Hazardous Materials/Waste Findings: F-HM1. The project site is located in an existing Wellhead Protection-Area as mapped for the 2002 Regional Policy Plan. Information from the applicant's attorney (July 2006) on hazardous materials,particularly from the swimming pool, indicates that approximately 100 gallons of liquid chlorine pool shock, 40 gallons of muriatic acid and 6 quarts of algaecide are attributable to the project site. In terms of hazardous materials or wastes brought to the site as a result of the proposed project,the new septic system will be a standard Title 5, and will not require chemicals to function. F- HM2. In order to protect the groundwater and adjacent pond,the applicant has agreed to place the following language into any lease used for the site in order to control hazardous materials and waste on site: "To protect the public drinking water supply from potentially hazardous materials associated with specific land uses,the following uses are prohibited on the site: landfills, open dumps;junkyards; automobile graveyards; underground fuel storage tanks; storage for resale of heating fuels (e.g., gas, oil, coal and kerosene); metal plating, finishing or polishing; boat, motor vehicle and aircraft cleaning, servicing or repair; dry-cleaning processing establishments; storage, use,treatment, generation or disposal of hazardous materials or hazardous wastes except in a household quantity, or for emergency power or heating of a structure. Also prohibited on the site is any use that involves as a principal activity the use, generation, storage,treatment, transportation or disposal of one or more hazardous materials or hazardous waste." In addition to the incorporation of such language,the applicant will need to take steps during construction to protect the groundwater and adjacent pond from releases resulting from construction equipment fueling or maintenance. F-HM3. Based on the RPP definition of a hazardous material, the application shows that the proposed office building would have less hazardous material than the existing motel. Therefore, the proposed project is not likely to pose impacts that are more detrimental than the immediate prior use in the area of hazardous materials and waste management. This finding, however, is made without knowing what the building's final tenants will be. Limited DRI Determination for a Change of Use Shallow Pond Center Redevelopment-#CU06018 .April 2,2007 Page 13 of 15 Community Character Findings: •° F-CC1. MPS 6.2.7 requires parking to be located to the side or rear of a building in order to promote traditional village design in commercial areas, unless such location would have an adverse or detrimental impact on environmental or visual features on the site, or is infeasible. The project site is located in the B Business and HB Highway Business Districts. The zoning for these districts requires a minimum 100-foot front building setback. The existing motel is located approximately 40 feet from Route 132, with parking located to the side of the building. Parking for the proposed office, building is located in front with the building set back over 210 feet from the zoning district boundary. This location is inconsistent with MPS 6.2.7. An alternative site design would result in parking spaces and/or wastewater and stormwater disposal systems in closer proximity to Shallow Pond, resulting in an adverse or detrimental impact on environmental features on the site. F-CC2. MPS 6.2.8 requires that redevelopment of existing strip development provide adequate buffers between parking areas and the street, and significant improvement to interior parking-lot landscaping, as well as fagade improvements and frontage buildings, as necessary, to improve the visual character of the site. The proposed project will improve the existing site design with the provision of a landscape island within the parking area and vegetated buffers along the side and front property lines. A 4-foot high earthen berm is also proposed along a portion of the front buffer area to Route 132. The applicant has incorporated bio-retention into several of the perimeter buffer areas and within the center landscaped island. Plant materials are generally adaptable to the site and conditions found within these bio-retention areas. F-M. The proposed office building is a two-story structure that incorporates traditional Cape materials and roof forms that are generally consistent with the architectural standards of the RPP and the Commission design guidelines. The building footprint is under 10,000 square feet, and the proposed arrangement of the cross gables and the use of different siding materials provides variation in the facade. F-M. The massing of the proposed structure, while larger than the existing buildings on site, will be partially screened from view by an existing small frontage building on an adjacent parcel and by the proposed on-site landscaping. F-CC5. Proposed exterior lighting consists of 8 pole-mount"shoebox" style parking lot lights, 8 "lantern" style wall-mount fixtures, and 7 recessed fixtures. These proposed lights meet standards 2.1 to 2.4 of the Cape Cod Commission's exterior lighting Technical Bulletin 95-001 (as revised). However, the new pole-mounted lights will be on 30- foot poles with a 2-foot base, for a finished height of 32 feet, which is in excess of the 20-foot height set by Technical Bulletin standard 2.5. It is not possible to determine if the all the lights selected will conform to the Technical Bulletin's 8.0 foot-candle maximum.Based on this, it is not possible to definitively determine if the project's Limited DRI Determination for a Change of Use Shallow Pond Center Redevelopment-#CU06018 April 2,2007 Page 14 of 15 1 exterior lighting will have an overall positive or negative impact on community character. F-CC6. The applicant has not yet proposed freestanding or building signage, however has stated that when designed it shall comply with MPS 6.2.11,which prohibits internally lit or flashing signs. CONCLUSION Based on the findings above,the.Commission hereby determines that the proposed change of use at 1471 Iyannough Road(Route 132),Hyannis, MA is not subject to mandatory review as a Development of Regional Impact(DRI) in any Regional Policy Plan issue area in accordance with Sections 3 & 4 of the DRI Enabling Regulations because the impacts of the proposed project are not more detrimental than those of the immediate prior use. Prior to the issuance of a Certificate of Occupancy from the Town of Barnstable, the Applicant, must receive a Certificate of Compliance from the Cape Cod.Commission:This provision is necessary to ensure that the project for which the Applicant received a Limited DRI Determination Decision(of no mandatory review required)was constructed according to the proposed plans referenced herein in Finding F-G3 and is consistent with all Findings of this Decision. The Applicant shall provide a minimum of fifteen (15)business days notice of the intent to seek a Certificate of Compliance from the Commission. The Commission hereby approves the application of Shallow Pond Professional, LLC for the proposed change of use redevelopment project to proceed without mandatory DRI review. This decision is rendered pursuant to a vote of the Cape Cod Commission Regulatory Committee on January 8, 2007. (Z i6 iee Date Regulatory Committee COMMONWEALTH OF MASSACHUSETTS Barnstable,ss y s ,2007 Before me,the undersigned notary public,personally appeared Mr.Jay Zavala, in his capacity as Vice Chairman of the Regulatory Committee,whose name is signed on the preceding document,and such person acknowledged to me that he signed such document voluntarily for its stated purpose. The identity of such person was proved to me through satisfactory evidence of identification,which was[J photographic identificationCw�� signature issued by a federal or state governmental agency, lj oa ff:i ation a credible witness,or tej personal knowledge of the undersigned. My Commission Expires. Limited DRI Determination for a Change of Use li Shallow Pond Center Redevelopment-#CU0601 OFFILygi_ SEAL April 2,2007 DORR STEVEN FOX Page 15 of 15 NOTARY PUBLIC . MAS& BARNSTABLE COUNTY )mr Comm. Expires April 11, 200E TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ZS Parcel X ®1 Application# ���� / c Health Division 02v7,369 Date Issued Conservation Division Application Fee Tax Collector Permit Fee Treasurer o Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 1 _M G,,7 n D v Village 11 -n 7 r � / Owner /4GcJ �►'e�/► G G Address �g Telephone '1 f t o S� Permit Request .-► r Co.� e P�✓ Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation COO Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ®Gas ❑Oil N Electric ❑Other l„ Central Air: Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 0 No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new1 size_, C) Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: `i Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ r= Commercial V Yes ❑No If yes, site plan review# 027--00 jgkM _-Current Use -L13 -- 9 Proposed Use /� / BUILDER INFORMATION Name d/4,1.e �a 0✓6r`i-1 S Telephone Number Address License# ��-7856 / k✓,2 fd nc, Home Improvement Contractor# r �_✓'74 ©2—0icl Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO Gl/� SIGNATURE DATE // / E 4 FOR OFFICIAL USE ONLY `APPLICATION# DATE ISSUED ` MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: �C FOUNDATION ! d ^0 FRAME INSULATION f' '-0&- C)K-- f'IZ, FIREPLACE ELECTRICAL: ROUGH FINAL 4 PLUMBING: ROUGH FINAL `a GAS: - ROUGH FINAL k. } FINAL BUILDING �. DATE CLOSED"OUT ` T ASSOCIATION PLAN NO. iL r� k ti�� ' ti Town of Barnstable; Regulatory Services �g Thomas F.Geller,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable..ma.us Office: 5 08-8 62--403 8 Fax: 50$-790-62 3 0 Property Owner Must Complete and Sign. This Section If Using A Builder I•.�C�t� a) , as C?wner of the subject property hereby authorize Pr/1 4V/4wJ�`sS ha4 to act on my behalf, in all matters relative to work authorized by this Molding permit applicationfot; , Address f Job) 4 V 20®? Signature of Owner's +/e— Date Print Name Q:FoP tVS:OwNERPERMISSION The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street �< Boston,MA 02111' ww'Mmass.govldia ' Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers _Applicant Information Please Print Le ib1�T Name(Business/Organization/Individual): L4 lk , M4V1 TIC Address: SAc ;o 4 City/State/Zip: g D"l Phone.#: '7�/ �' ' �I� k t 3 Are you an employer?Check the appropriate bog: :Type of project(required):. 1,§0,Iamaemployer with _ 4. I am a general contractor and I 6 New construction .employees(full and/or part-time),* • have hired the stab-contractors listed on the-attached sheet. 7. ElRemodeling 2.❑ I am a'sole proprietor or partner-ship and have no employees 'phesesub-contractors have 8. ❑Demolition w employees and have workers'. working for me in any capacity. 9. []Building addition [No workers'comp,insurance comp.insurance.$' 5 10.❑Blectrical repairs or additions . [� We are a corporation and its required.] ' 3.❑ I am a homeowner doing till-work . officers have exercised their 11.❑Plumbing repairs or,additions ' myself.[No workers'comp. right 6f exemption per MGL 12.❑Roof repairs insurance.required.]t c. 152, §1(4), and we have no 13.❑ Other employees. [No workers' comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners.who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tcontractors that check this box must attached an additional sheet showing the name of the Sub-contractors and state whether ornot those entities have employees. If the sub-contractors have employees,they must providb their workers'comp.policy number. lam an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site' information. / ,p Insurance Company Name: Zc/r1`G�1 /V4i` �`t/�'te. I�"f r� — Policy#or Self-ins.Lic.#: 76W,,-" Z7.0,95 7 Expiration Date: - irk Job Site Address: ^� City/State/Zip: Attach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK.ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office"of InvestiLrations of the DIA for insuranoe coverage verification. I do herSc ' un e a d penalties of perjury that the information provided above is tr a and correct. Si afor Date: j _ Phone# _76l ' pr0fflc�!Mluse only. Do not write in this area, to be completed by city or town official,or Town: ' Permit/License# Issuing Authority(circle one): J.Board of Health 2.Building Department 3.City/Ton Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: uienuv:J/a/ L;ALLANUrrml w AC RD,M CERTIFICATE OF LIABILITY INSURANCE 6/27/07°°"'Y""' PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Smith Insurance, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 15 Liberty Way HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES IBELOW. Niantic,CT 06357 860 739-3322 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Quaker Special Risk Callahan Hoffman c. INSURER B: Mt. Hawley Insurance Company 341 Washington Strreeteet INSURER C: Zurich North America Norwell,MA 02061 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I SR DD' POLICY EFFECTIVE POLICY EXPIRATION LTR INSR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD/YY DATE MM/DD LIMITS A GENERAL LIABILITY BN531992 05/24/07 05/24/08 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED.PREMISES(Ea nc $100 000 CLAIMS MADE 51 OCCUR MED EXP(Any one person) $5 000 X BVPD Ded:2,500 PERSONAL&ADV INJURY $1 000 000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 POLICY JET LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ OTHER THAN AUTO ONLY: AGG $ B EXCESS/UMBRELLA LIABILITY MXL0361972 05/24/07 05/24/08 EACH OCCURRENCE $1 000 000 OCCUR Fx_]CLAIMS MADE AGGREGATE $1 000 000 DEDUCTIBLE $ RETENTION $ $ C WORKERS COMPENSATION AND 7666A22007 05/24/07 05/24/08 X OR LIMIT X OT I EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $5OO OOO ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEEI s500,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT 1 s500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Shallow Pond Professional LLC DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 1n DAYS WRITTEN 683C Main Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Osterville,MA 02655 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08)1 of 2 #M8324 JCK 0 ACORD CORPORATION 1988 BOARD I I r' Q F BUILDING REGIJ TION$ i } . . CONSTRUCTION SUPERVISOR License s ` J 067850 i� n,` Number CSC , f'U Birtbdate07�2611961 27897 I 1 �' T1261 008 Tr.no: t ?ll Ezp es,.Q{ 1 Restr►ctsdQO DANIELH HAWKNS , , y 23 SPRING ST Commissioner DUXBURY, MA 02332 _.. BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. 11 December 2007 MEMORANDUM TO: Paul Roma Building Inspector Town of Barnstable FROM: Kurt Raber CC: S. Prior(Davis Property Management) D. Hawkins (Callahan Hoffman) C. Stevens.(BLF&R) RE: Shallow Pond Center Rte..132, Hyannis, MA Paul: The enclosed are "Field Reports #2, 3 & 4 from the structural engineer of record for the subject project. } i Our office continues to observe the construction progress regularly and will from time to time send similar correspondence and inspection reports for your files. Please call me if you have any questions. Kurt Raber _ C=) Enc. KER/ak 203 WILLOW STREET SUITE A PH 508-362-8382 YARMOUTHPORT MA 02675 FAX 508-362-2828 WWW,CAPEARCHITECTS.COM i A#A AI,I.F.1N &- MAJOR ASSOCIATES, I:NG 100 Commerce Way P.O.Box 2118 Wobum,MA 01888-0118 lel Q ��� � Tel: (781)935-6889 4� Fax:(781)935-2896 Client: BLFR Report Date: November 19, 2007 Project: Shallow Pond Center A&M Project#: 1203-20 I Location: Hyannis, MA Contractor: Callahan/Hoffman Weather: Mostly Cloudy Temperature: 60` Date of Site Visit: November 15, 2007 Time: From: 10:00 am To: 12:00 pm Present at Site: Ed Lavinge(Callahan/Hoffman) Brian Walsh (A&M) Reported by: Brian Walsh (A&M) The following items from previous reports are outstanding or resolved as indicated: None The following was noted: 2.1 As of the date of this observation all primary roof trusses,flat roof joists and roof sheathing is in place. 2.2 The second floor elevated slab has been placed. 2.3 Reviewed roof framing (Dwg. S2.3): 2.3.1 The general framing arrangement,joist/truss sizes,framed opening configuration and sheathing size/attachment are consistent with he construction documents. 2.3.2 Observed connection of DT-3 in 3 locations with A35 clips in accordance with 3/S4.3. 2.3.3 Observed solid blocking beneath the perimeter of RTU openings. 2.3.4 Observed installation of solid blocking along grid line E in accordance with detail 4/S4.3. Due to joist/truss layout miss-alignment 2 blocks per bay were installed to satisfy the requirement. civit&structural en ,veers o hxa swweyors + environmental consul'Lints + landscape architects Nv w.allenrna 4r.c6m 2.3.5 The blocking at the top of the mansard shear wall along grid line E was not installed as of this observation. Detail 2/S4.3 was discussed, 2 pieces of blocking must be installed to permit a 1"ventilation gap. 2.3.6 Solid I joist blocking is installed along grid line C. The flat plywood diaphragm is required to nailed at 6"o.c.along the entire length of this line. 2.3.7 Observed I joist aligned over grid line 7. This joist requires direct nailing of its bottom flange to the nailer plate @ 3"o.c. In addition the flat plywood diaphragm is required to be nailed at 6"o.c.to the top of this same joist line. 2.3.8 Roof diaphragm edge nailing at 6"o.c. is required continuously along grid line B at the flat roof. 2.3.9 Along grid line 4 an additional 2x ledger will be installed along the side of the double 2x nailer to enhance the bearing of the I joists on this line. 2.3.10 Solid blocking is required along grid line 3 between grids B and D. 2.3.11 Installation of blocking continuously along grid line 4 from grid B to F was discussed in the field. Both the I joist and truss along this line need to be conntected at their bottom chord/flange continuously to the nailer plate. 2.3.12 Detail 6.S4.3 was also discussed in the field,this blocking has not been completed as of this observation. 2.4 The installation of cantilevered window bays in accordance with details 8/S4.3, 12/S4.4 and 3/S4.5 was discussed: 2.4.1 The current curtain wall framing does not allow knifed plywood installation shown on 3/S4.5. 2.4.2 Discussions between BLFR and Callahan/Hoffman prior to this observation resulted in the window bays being shortened from 16"to approximately 12". 2.4.3 B.Walsh stated that in lieu of the knifed plywood detail, a metal stud may be placed flat against the exterior sheathing and screwed into the double jamb stud with 2410 screws at 6" o.c. Once that is installed the remainder of detail 3/S4.5 can be completed with the sheathing screwed into the revised metal stud at 6"o.c. 2.5 B.Walsh stated that the next observation to observe completed roof framing should be prior to installation of insulation,with the exception of area having underside diaphragm. The above items were reviewed with the project superintendent prior to my departure from the site. roan A.Walsh,P.E. Project Manager Email: BWash(a-,allenrriajor.com 0 Paae 2 l• A#A ALLEN & MAJOR ASSOCIATES, INC. 100 Commerce Way P.O.Box 2118 Woburn,MA 01888-0118 Field Report #3 Tel: (781)93. Fax:(781)935-2 89 5-2896 Client: BLFR Report Date: December 5, 2007 Project: Shallow Fond Center A&M Project#: 1203-20 Location: Hyannis, MA Contractor: Callahan/Hoffman Weather: Clear Temperature: 35 Date of Site Visit: November 30,2007 Time: From: 10:30 am To: 11:30 am Present at Site: Ed Lavinge(Callahan/Hoffman) Brian Walsh(A&M) Reported by: Brian Walsh(A&M) The following items from previous reports are outstanding or resolved as indicated: 2.3 Reviewed roof framing (Dwg.S2.3): 2.3.5 The blocking at the top of the mansard shear wall along grid line E was not installed as of this observation. Detail21S4.3 was discussed,2 pieces of blocking must be installed to permit a 1"ventilation gap. [11-30-07]. Observed complete. 2.3.6 Solid I joist blocking is installed along grid line C. The flat plywood diaphragm is required to nailed at 6"o.c. along the entire length of this line. [11-30-077. Observed complete. 2.3.7 Observed I joist aligned over grid line 7. This joist requires direct nailing of its bottom flange to the nailer plate @ 3"o.c. In addition the flat plywood diaphragm is required to be nailed at 6"o.c. to the top of this same joist line. 111-30-07]: Observed complete. 2.3.8 Roof diaphragm edge nailing at 6"o.c. is required continuously along grid line B at the flat roof. 111-30-071: Observed complete. 2.3.9 Along grid line 4 an additional 2x ledger will be installed along the side of the double 2x nailer to enhance the bearing of the 1-joists on this line. civil&structural engineers • land surveyors • environmental consultants landscape architects w%N-v.allenmajor.com [11-30-07]: Observed complete. 2.3.10 Solid blocking is required along grid line 3 between grids Band D. [11-30-07]:Observed complete. 2.3.11 Installation of blocking continuously along grid line 4 from grid B to F was discussed in the field. Both the I joist and truss along this line need to be conntected at their bottom chord/flange continuously to the nailer plate. [11-30-07]:Observed complete. 2.3.12 Detail 6.54.3 was also discussed in the field,this blocking has not been completed as of this observation. [11-30-07]:Observed complete. 2.4 The installation of cantilevered window bays in accordance with details 8/S4.3, 12/54.4 and 3/S4.5 was discussed: 2.4.3 B.Walsh stated that in lieu of the knifed plywood detail,a metal stud may be placed flat against the exterior sheathing and screwed into the double jamb stud with 2410 screws at 6" 9 9 J o.c. Once that is installed the remainder of detail 3/S4.5 can be completed with the sheathing screwed into the revised metal stud at 6"o.c. [11-30-07]: Observed complete. The following was noted: 3.1 Observed DSC4 connector in place. 3.2 Installation of H2.5 clips on I:joists was discussed. These dips are to be installed along the joist ends on grid line B only. These dips will be installed on every joist with 3 nails into the I- joist flange and 3 nails into the nailer plate or installed on every other joist if web is built out with plywood and all H2.5 nail holes are filled. 3.3 Observed suspension connections of roof drain. piping. These connections are consistent with details discussed in the field. Truss reinforcement still needs to be installed at 2 locations. The above items were reviewed with the project superintendent prior to my departure from the site. �—I"<- Brian A-Walsh,P.E. Project Manager Email: BWalsh(ZDa)lenmaior.com • Pace 2 A*A ALLEN & MAJOR ASSOCIATES, INC. 100 Commerce Way P.O.Box 2118 Woburn,MA 0 1 888-0 1 1.8 ield ReTel:Fp or¢ #4 (781)935-689 (,, Fax:(781)935-2896 i Client: BLFR Report Date: December 10,2007 Project: T Shallow Pond Center I AW Project#: 1203-20 Location: Hyannis, MA Contractor: Callahan/Hoffman Weather: Light Rain Temperature:. 35° Date of Site Visit: December 10,2007 Time: From: 10:15 am To: 11:15 am Present at Site: Ed Lavinge(Callahan/Hoffman) Kevin Poore(A&M) Reported by: Kevin Poore,(A&M) The following items from previous reports are outstanding or resolved as indicated,: 3.2 Installation of H2.5 clips on [-joists was discussed. These clips are to be installed along the joist ends on grid line B only. These clips will be installed on every joist with 3 nails into the 1 joist flange and 3 nails into the nailer plate or installed on every other joist if web is built out with plywood and all H2.5 nail holes are filled [92-90-07]:At the time of this observation this work was not yet completed. The following was noted: 4.1 Installation of the.underside diaphragm:along column line 7 was observed lobe 90% complete. Diaphragm attachment was observed to be in`accordance With the design drawings. 4:2: Shear blocks in eaves cavities was in place and 90%complete. Additional blocks are required to be installed along column lines 1 and 10. The above items were reviewed with the roject superintendent prior to my departure from the site. evin Poore Project Engineer Email: Kpoore_41enmajor.com civil&structural engineers • land surveyors + enviromnental consultants • landscape architects www:allen.majoncoin CALLAHAN/HOFFMAN CO., INC. 341 Washington Street U.M44112 x NORWELL, MASSACHUSE17S 02061 DATE �� �, D� JOB NO. (781) 659-8100 FAX (781) 659-8103 ATTENTION ITO G✓ 1 RE I'� ® of I'-- WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications I ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. /EESSCRIPTIONN THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS C= J m , COPY TO SIGNED:�6/��'� ^` ^s If enclosures are not as noted,kindly notify us at once. Controlled Construction Affidavit City of Hyannis Project Name: UBS Location: 1471 lyanough Road Hyannis, MA 02601 Scope of Protect: In accordance with Section 116.0 of the Massachusetts State Building Code, I 4VIR 4.W OW Massachusetts Registration No:� 41 being a registered professiona rchite Engineer) Hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Architectural For the above mentioned project and that;,to the best of my knowledge such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building_ Code, all applicable engineering practices and'all applicable laws for the proposed project. I further certify that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in the accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 116.L2. 1.) Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for the building permit and approval for the conformance to the design concept: 2.) Review and approval of the quality control procedures for all code-required controlled materials; 3.) Special architectural and engineering professional inspection or critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in appendix B. Pursuant to Section 116.4, 1 shall submit periodically, progress r p its together with pertinent comments to the Building Commissioner. Upon completion f t w , I submit a final report as to the satisfactory completio ss of the proj ct f r c p y '/ �ar `��'N Architec or gi ee�lllklfW l No. 5134 r q S Scottsdale, O PSIZGt1a IVY- P4� A &ss&j ' gErH OF M�S� Telephq yr j� Then personally appeare a above mentioned named M� 'Y , 2007 and made oath that the above mentioned stat gent him/her is true. Bef r, My Com issio expires -0 10 cz, 2005-11 OFFICIAL SEAL MIRJANA STAVROFF -Notary Public-Arizona ?o Maricopa County ` -• 'My•Comm:Expires April 30,2009 Controlled Construction Affidavit City of Hyannis Proiect Name: UBS Location: 1471 lyanough Road Hyannis, MA 02601 Scope of Proiect: //11 In accordance with Section 116.0 of the Massachusetts State Building Code, 1 AWO Massachusetts Registration No: �.�� being a registered professional Architec ngineer) Hereby certify that I have prepared.or directly.Supervised the preparation of all design p ans, computations and specifications concerning: Architectural For the above mentioned project and that;, to the best of my knowledge such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all applicable engineering practices and-all applicable laws for the proposed project. - I further certify that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in the accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 116.2..2. 1.) Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for the building permit and approval for the conformance to the design concept: 2.) Review and.approval of the quality control procedures for all code-required controlled materials; 3.) Special architectural and engineering professional inspection or critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in appendix B. Pursuant to Section 116.4, 1 shall submit periodically, rogres ports together with pertinent comments to the Building Commissio Upon completion fo e w , 1 II submit a final report as to the satisfactory completi ire s of the proje t f c pJ /� P, U 4 Q` tea\° ��0 ` Arc ' t o En in.eer/ VJ No. b134 _ .. D o Li Scottsdale. � y �o Arizona f �r ddress jH of M�SSQ _ �al�l 338 Telephone ,� Then personally appeared the above mentioned named �(/oAA_A D-f. f� , 2007 and made oath that the above mentioned statemsa;r ue. Beforeo OFFICIAL SEAL ' MIRJANA.STAVROFF Notary Public-Arizona Maricopa County -Uy'Comrri Expires April 30,2009 HYANNIS FIRE DEPARTMENT 95 HIGH SCHOOL ROAD EXTENSION HYANNIS,MASS.02601 HAROLD S. BRUNELLE, CHIEF FIRE PREVENTION BUREAU LT.DONALD H.CHASE,JR. LT.ERIC HUBLER Inspector Inspector TO: Building Commissioner FR: Fire Prevention SJ: Building Permit DT: 7/13/2007 Property: 1471 lyannough Rd. —Office Bld. Dear Sir, We have reviewed the plans for the above named property, per the building code, and recommend that the building permit be issued. Thanks, Lt. Don Chase Fire Prevention Officer Hyannis Fire Department • Page 1 { 114E Town of Barnstable Building Department - 200 Main Street AS& Hyannis, MA 02601 1639. (508) 862-4038 ArFD MA'S certificate of Occupancy Application Number: 200703995 CO Number: 20080136 Parcel ID: 25.3014XO1 CO Issue Date: 07/10/08 Location: 1471 IYANNOUGH ROADIROUTE132 Zoning Classification: SPLIT ZONING Village: HYANNIS Gen Contractor: HAWKINS,DANIEL Permit Type: SC00 CERT OF OCC SPECIAL PROJ. CM Comments: Building Department Signature Date Signed ,(HE T Sign � � t • °� TOWN OF BARNSTABLE Permit * BARNSTABLE, MASS. 9�ArF p 3�A Permit Number. Application Ref: 200801851 20070161 Issue Date: 04/08/08 Applicant: Proposed Use: MOTELS Permit Type: SIGN PERMIT Permit Fee $ .00 Location 1471 IYANNOUGH ROAD/ROUTE132 Map Parcel 253014XOI Town HYANNIS Zoning District SPLT Contractor PROPERTY OWNER Remarks NEW 50 SQ FEET STAND LADDER SIGN PLEASE SEE 200801811 FOR SIGN OFF AND FEES COLLECTED Owner: SHALLOW POND PROFESSIONAL LLC Address: 683C MAIN ST OSTERVILLE, MA 02655 Issued By: RG POST THIS CARD $O THAT YS VISIBLE FRAM THE STREET 1Town of Barnstable Regulatory Services Thomas F.Geiler,Director MASS. ' Building Division) - s019. � Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 - J - www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230/ Permit# Application for Sign Permit Applicant: a 5-3 � I pp Map&�ParcelQ#� Doing Business As: I� -1"1.� �4,a elephone Nd 3A 7 Sign Location '�— Street/Road: � I Zoning District. Old Kings Highway? Yes/No Hyannis Historic District? Yes/No Property Owner 33��j EeMel Name: Telephone: Address: (013 C- ° ��11V —Village: e: Sign Contractor A Name: Telephone: Mailing Address: W Description .Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Yes/No (Note.If yes, a wiring permit is required) Width of building face I t9 ft.x 10= %.10= 110 Sq.Ft.of proposed sign I hereby certify that I am the owner or that I have the authority of the owner to make this application,that the information is correct and that the use and construction sh I confo to the provisions of§240-59 through§240-89 of the Town of Barnstable Zoning Or, ' ance. Signature of Owner/Authorized Agent:— g Permit Fee: Sign Permit was approved: Disapproved: Signature of Building Official: Date: In order to process application without delays all sections must be completed. Q:tWPF1MESiSlGNSWGNAPP.DOC Rev.9112106 �. • .. .. _-n,...-mow r"' "Y` �.-� _"^"� � --� cz Merrill Lynch : STEARNS & WHELEP. ( ' }day i•`a k AN { I I { W; LAj/ � � E TENANT l S. ,d i r t 120" TENANT " x mop TENANT "of x Mop MANAGEMENT 3„ ,`1:23-456 7$90;r; 9699 =A QMM @9 MAI. 0 O oa �i 0 0 0 @MMM Man DATE DESIGNED BY. ( L6MMER APPROVED BY: R Et"F. P.O NUMBER Page 8 of 8 It aivg *a - ts' ��. 'ems �r. %� SwA.r ..Y+C"�,v;. _..r-� W�.+w.�_ � �1n► Y ' ��..�, Awy,_�rt'TiM-• 1 V f � Y 3/24/2008 TOW N OF BARNSTABLE Building Department - Foundation Permit Date 7 Permit # 7 0 Name c 14-0 ty Location /4 -7 1 / Yi47rl 0oGw P-v , �/7L y e� Rj Insp. of Bldgs. oINE Town of Barnstable z Building Department - 200 Main Street t MAS& * Hyannis, MA 02601 9� 1639. MASS. (508) 862-4038 ArEO MA'S A Certificate of Occupancy TEMP C00 Application 200703995 CO Number: 20080054 Parcel ID: 253014X01 CO Issue Date: 03121/08 Location: 1471 IYANNOUGH ROADIROUTE132 Zoning Classification: SPLIT ZONING Owner: SP PROPERTIES LLC Proposed Use: 1330 PHINNEYS LN HYANNIS, MA 02601 Gen Contractor: HAWKINS,DANIEL Permit Type: TEMP CERT OCC. SPECIAL PROJECT 23 SPRING ST. DUXBURY, MA 02332 Comments: TEMPORARY CO ISSUED FOR 60 DAYS - EXPIRES ON MAY 21,2008 Building Department Signature Date Signed y t T TOWN OF BARNSTABLE ttuil Application Ref: 200703995 i BARNSrABLE, Issue Date: 07/30/07 Perm t 9 MASS. �Ar16 3�A�� Applicant: HAWKINS,DANIEL Permit Number: B 20071810 Proposed Use: MOTELS Expiration Date: 01/27/08 Location .1471 IYANNOUGH ROAD/ROUTE, Mg District SPLTPermit Type: SPECIAL PROJECT NEW.COMMERCIAL Map Parcel 253014X01 Permit Fee$ 12,960.00 Contractor HAWKINS,DANIEL Village HYANNIS App Fee$ 150.00 License Num 067850 Est Construction Cost$ 1,600,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND 2 STORY OFFICE BUILDING THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: SP PROPERTIES LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1330 PHINNEYS IN INSPECTION HAS BEEN MADE. HYANNIS,MA 02601 Application Entered by: PR Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR ANY PART THEREOF,EITHERTEMPORARILY'OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT.SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH'AND LOCATION OF PUBLIC.SEWERS MAY BE OBTAINEDTROM THE DEPARTMENT OF PUBLIC WORKS. :. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. ; MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1,FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. t WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVEDrT-HE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO.GUARANTY FUND(as set forth in MGL c.142A). ® :v21 a 4 Z :,Y ii,�� }r�e fro_ i BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS t A'k/�'Uf�J7 }'t 0?do , 1 //1� M /.W ' '7 2 7. ( f f —O�f PR-- 2 �[S 2 � 3 F� r e0 1 Hating Inspection Approvals . Engineering Dept fl Fire Dept SP�<� .O/L 2 Board of Health U 0� - job ��,� _L�l1/�i7DGl�� J��_ , ����S i i . , �� s�+ ._ �- �A RNSTWANERK tF. 14A US. wj� too"' �`� TOWN OF BARNSTABLE 77 MAR ' PM 18 •� Board of Appeals ... �.... ..c , ... � .......... Petitioner AppealNo. .............. 77-A&................................. 1077 FACTS and DECISION Petitioner .......Frank F,* .Catherim--Koh t............... filed petition on ......... 1977 , requesting a varianc for premises at Rte,.... .2 &..Old atrowbjaxTy. Street, in the village IIi11 Road of _.........Hy .; s................................ . adjoining premises of_._...-86S---,.t%&cb4d...Ust................................................._. .................................................................................................................................................................................................................................................................I.........................„ .............................................................................................................................................................................................................................................................................................. ......................................................................................................................_...................................................................................................................................................................... for the purpose of ...V- V4tS,tn...Of 40t*1...4V41&tag--use...of...lover...1wel...far...bandLeappe4- .MI,-te....QV- atitto...14rMl .in...excess...Qf...2...swrte&.................................................................................................................................. Locus is presently zoned in .... ...ftai tafis...bming...Diatri t.......................................................................................... .. Notice of this hearing was given by mail, postage prepaid, to all persons deemed affected and Cape Cad News +lis by publishing in Barnstable Patriot newspapegg published in Town of Barnstable a copy of which is attached to the record of these proceedings filed with Town Clerk. A public hearing by the Board of Appeals of the Town of Barnstable was held at the Town Office Building, Hyannis, Mass., at ...........I :.)QM. P.M. March X ................................... 1977 upon said petition under zoning by-laws. Present at the hearing were the following members. Mary..Ann...B Stxayex............... .......�uftra.W3....1 ....................... ...Hf Len.... ....lartanim.................._ Atting Chairman _.................................................................................. ............_.................................................................. ..................................._............................_....._....._._ At the coin_ision of the hearing, the Board took _ petition under advisement. A view of the. locus was had by the Board. N. On ......... ___ March......,.._ ................... ... ....................._..... 19 the Board of Appeals found The Petitioners, Frank R. & Catherine McDonough, have appealed to the Board of Appeals from a decision of the Building Inspector and petition for a variance to allow renovation of motel creating use of lower level for handicapped units creating level in excess of 2 stories at Route. 132 and Old Strawberry Hill Road, Hyannis in a Business Zoning. District under : . Section N. 1. c of the Barnstable Zoning By-Law as .revised April 2, .1975. Charles D. Sporr, Registered Engineer from Falmouth, represented Petitioners. Due to a disagreement between the State and Local Building Inspectors, it has become necessary for Petitioners to provide at least three units for the handicapped in -an addition to an existing motel. Due to the grade of the land and the sharp .slope, the lower level of this motel is a.walkout basement and it: is this area, originally designed for storage, that is the only feasible locatnn for handicapped units due to its ground level accessibility. Petitioner has . made all changes in the plan necessary to the .addition of these: handicapped units, including the increase in size of the septic system and leaching fields and the addition of paved areas for accessibility to the lower level. These changes have been approved by the Conservation Commission. Petitioners will . provide five units instead of the required three. This will not change the height of the motel, as space already constructed or under construction will be utilized, however, the use of these units will technically create a third level., even though the overall height of the motel will. be well under the maximum height limitation. The. Board found that due to the interpretation of the State. Building InspedDr regarding motel units for: the handicapped, a hardship, which is unique to the motel at locus, has been imposed rendering it impossible and impractical to continue .previously authorized construction without inclusion of handicapped units in a third level of the building. . This third level is already constructed as a walkout basement and will not increase the actual overall.-height of the motel and, therefore, its use for units will not be In derogation of the by-law and,.. rather than creating a detriment, .this will be a benefit-in providing needed units for the handicapped. Therefore, the Board voted unanimously to grant this application for variance as per the plans submitted at the hearing showing a 15 unit, rather than a 10 unit, addition and increased sewerage, for use of .lower, walkout basement level as 5 motel units .for. the handicapped. Distribution:— board.of Appeals Town Clerk Town of Barnstable, Applicant Persons interested Inspector ector % l p Public Information By .... ..................... .:.......... :.. r:.... Loard of Appeals Ina. . y.„* . 1 TOWN CLERK BAR WARLE. MAss. '77 MAR -7 py 58 TOWN OF BARNSTABLE _ Board of Appeals Petitioner AppealNo. ..............3.}•7.00................................. ........... t... ............. 11)77 FACTS and DECISION Petitioner ........F.r k,...R.....4...Qh"exUe...Mr.Dal 1 .............. filed petition on ........ e1 ..... 1......... 19177 , requesting a varianc ' for premises at Rte......132...&..Old.••St;uwbarzg..... Street, in the village Dill Road of ..........Hy 14.............................., adjoining premises of_._...Soa..„attached...U.gt......................................................................... ..........._.................................................................... ........................................................................................:..................................................................................................................................................................................................... _ .....................................................................................................................................................:........................................................................................................................................ ..............................................................................................................................._.......................................................................................................................................................... for the purpose of ...r• V. 4Mj U of l�...c 'eaat<i ..Uga...of...UMOr....i 3...14T...band1ceppe4- � US...ov-satins...i ,....$n...exc"a...af...2...atoxle3a................................................................................................................................... Locus is presently zoned in .... ....Waifts.6...Zming...1? a.t3 ict............................................................................................._ Notice of this hearing was given by mail, postage prepaid, to all persons deemed affected and Cabe Cad NW9 #s by publishing in jantstable Patriot newspapeis published in Town of Barnstable a copy of which is attached to the record of these proceedings filed with Town Clerk. A public hearing by the Board of Appeals of the Town of Barnstable was held at the Town Office Building, Hyannis, Mass., at ...........211 .......:� P.M. ......................................................... 1977 , upon said petition under zoning by-laws. Present at the hearing were the following members. Pazy...At t...B..... a3te .............. - UiAP:t�...T�3....�....................... at f►.. ....I�fst es�t............W Acting Chairman -.................................................................................. ................................................................................ ........................................................................_........_ At the conAsion' of the. hearing, the Board took __a petition under advisement. A view of the locus was had by the Board. Oil ............- .._.March. .2.. .__ ........_..M..........._........................._..... 197_, the Board of Appeals found The Petitioners, Frank R. & Catherine McDonough, have appealed to the Board of Appeals from a decision of the Building Inspector and petition for a variance to allow renovation of motel creating use of lower level for handicapped units creating level in excess of 2 stories at Route. 132 and Old Strawberry Hill Road, Hyannis in .a Business Zoning. District under . Section N. 1. c of the Barnstable Zoning By-law as.revised April 2, .1975. Charles D. Sporr, Registered Engineer from Falmouth, represented Petitioners. Due to a disagreement between the State and Local Building Inspectors, it has become necessary for Petitioners to provide at least three units for the handicapped in .an addition to an existing motel.._ Due to. the grade of the land and the sharp slope, the lower level of this motel is a.walkout basement and it is this area, originally designed for storage, that is the only feasible locatbn for handicapped units due to its ground level accessibility.. Petitioner has . made all changes in the plan necessary to the .addition of these handicapped units, including the increas.e. in size of the septic system and leaching fields and the addition of paved areas for accessibility to the lower level. These changes have been approved by the Conservation Commission. Petitioners will provide five units instead of the required three. This will not change the height of .the motel, as space already constructed or under construction will be utilized, however, the use of these units will technically create a third level., even though the overall height of the motel wiil. be well under the maximum height limitation. The Board found that due to the interpretation of the State. Building InspedDr regarding motel units forithe handicapped, a hardship, which is unique to the motel at locus, has been imposed rendering it impossible and impractical to continue .previously authorized construction without inclusion of handicapped units in a third level of the building. This third level is already constructed as a walkout basement and will not increase the actual overall.-height of the motel and, therefore, its use for units will not be in derogation of the by-law and,.. rather than creating a detriment, .this will be a benefit-in providing needed units for the handicapped. Therefore, the-Board voted unanimously to grant this application for variance as per the plans submitted at the . hearing showing a 15 unit, rather than a 10 unit, addition and increased sewerage, for use_ of .lower, walkout basement level as 5 motel units ..for.the handicapped. Distribution:— Board.of Appeals Town Clerk `l.Ovu of Barnstable Applicant Persons interested Building Inspector Public %formation 13y � t.::� ._.. Board of Appeals man r,% Application for Site Plan Review SP# _ �. Date LOCATION _ Business Name: Subdivision Plan Lot B, 014-XO1 &014- MAY 3 1 ZQQ Assessor's Map # 253 Parcel# X02 ANR Plan Property Address: 1471 Iyannough Road, Hyannis Site Plan TOWN O SITE PLAN REVIEW OWNER OF PROPERTY APPLICANT Name: SP Properties, LLC Name: Shallow Po os on , LL P L A N Address: 1330 Phinney's Lane, Hyannis, MA 02601 Address: 683C Mai i Street Ostervi e, A 02 Telephone: Telephone; Fax: Fax: REVIEW- ARCHITECT/DEVELOPER/CONTRACTOR/ENGINEER AGENT/ATTORNEY Name: Matthew Eddy Name: Patrick M. Butler, Esq. Address: Baxter Nye Engineering Address: Nutter, McClennen& Fish, LLP 78 North Street, Hyannis, MA 02601 P.O. Box 1630, Hyannis, MA 02601 Telephone: 508-77.1-7502 Telephone: 508-790-5407 Fax: Fax: 508-771-8079 STORAGE TANKS(HAZ MAT/FUEL OR WASTE OIL) ZONING DISTRICT CLASSIFICATION HB, B, RD-1, & Existing UNK Proposed -0- District RC-2 Overlay(s) WP&RPOD Ac. Number Number: Lot Area 73,941 Sq. Ft. —1.70 upland Size Size Fire District Hyannis Above Ground Above Ground Underground Underground Set backs (ft.) Contents Contents Front:100 Side: 10.7/60.6 Rear: 20+ Number of Buildings Existing: 1 Proposed 1 UTILITIES Demolition 1 (plus pool) Private Sewer ❑ Public ® Size 3,000 gal Water ® Public ❑ Private TOTAL FLOOR AREA BY USE Existing Proposed Electric ❑ Aerial ® Underground (s .ft.) (sq.ft.) Gas ® Natural ❑ ❑ Propane Basement Grease Trap ❑ Size N/A gal Residential Sewage Daily Flow* 1,300 gpd Restaurant Retail *GP or WP areas restrict wastewater discharge to 330 Office 17,338 gallons per acre per day into on-site system. Medical Office Commercial (Motel) 16,065* PARKING SPACES CURB CUTS Wholesale (specify) Required 58 Existing 1 Institutional (specify) Provided 72 Proposed 1 Industrial (specify) On-Site 72 To Close All Other Uses On Site Off-Site 0 Totals 1 Handicapped 3 Gross Floor Area 16,065 17,338 *According to Assessor's information; Estimated Project Cost: Fee: N/A 40+ bedrooms $Over$250,000.00 $ Informal 701d King'S:�qighway Regional Historic District File# Approved? El Yes No Hyannis Main Street Waterfront Historic District File# Approved? ❑ Yes ® No Listed in National and/or State Register of Historic Places: ❑ Yes ® No Previous Site Plan Review File# Approved? ❑ Yes ❑ No Previous Zoning Board of Appeals File# Approved? ❑ Yes ❑ No Is the site located in a Flood Area(Section 3-5.1) ❑ Yes ® No In Area of Critical Environmental Concern? ❑ Yes ® No Is the Project within 100' of Wetland Resource Area? ® Yes ❑ No Site sketch - informal presentation ® Yes ❑ No Site Plan prepared, wet stamped and signed by a Registered PE and/or PLS. ® Yes ❑ No Parking and Traffic Circulation Plan ® Yes ❑ No Landscape Plan and Lightning Plan ❑ Yes ® No Drainage Plan with calculations and Utility Plan ❑ Yes ® No Building Plans, (all floor plans, elevations and cross sections) ® Yes ❑ No Note that all signage must be approved by Code Enforcement Officer at the Building Department Lot area in sq. ft. 73,941 sq. ft. Total Buildings(s) footprint 8,532 sq. ft. Maximum Lot Coverage as % of Lot 11.5% % GROUND WATER PROTECTION OVERLAY DISTRICT REQUIREMENTS: OVERLAY DISTRICT(S):WP/RPOD Lot Coverage M Required 50 Proposed 49.1% Site Clearing (%) Required 30 Proposed 5.7% (existing = 0.29% PRINCIPAL BUILDING ACCESSORY BUILDINGS) ❑ Yes ® No Number of floors 2 Height: ft. Number of floors Height:_ ft. FLOOR AREA: FAR: FLOOR AREA: FAR: Basement 0 sq. ft. Basement sq. ft. First . 8,532 sq. ft. First sq. ft. Second 8,806 sq. ft. Second sq. ft. Attic 0 sq. ft. Attic sq. ft. Other(Specify) sq. ft. Other (Specify) sq. ft. Please provide a brief narrative description of your proposed project. The applicant proposes to redevelop the property by demolishing the existing structures and reconstructing a two-story office building, together with improved access/egress and stormwater management, decreased septic flows and water consumption,. landscaping and other site and infrastructure improvements I as ert th t I have compl (or used to be completed) this page and the Site Plan Review Application and that, to the best of my kno led e, the infor lion subIn ere is true. Sig e of App ant Date Printed Name of Applicant Patrick M. Butler, Esq. LAW OFFICES OF PHILIP M. BOUDREAU 396 NORTH STREET HYANNIS,MASSACHUSETTS 02601 Telephone:(508)775-1085 Telefax:(508)771-0722 Philip M.Boudreau Philip Michael Boudreau Mark H.Boudreau November 21, 1997 Ralph Crosser.,Building Commissioner 367 Main Street Hyannis, MA 02601 Re: Frank McDonough-Rainbow Motel 1471 Route 132,Hyannis Dear Mr. Crossen: This letter shall serve as a memorandum regarding a meeting I had with you and Frank McDonough on this past Wednesday morning. The issue involved both the zoning district designation of a parcel shown as striped on the attached map along with a related issue regarding any setback violations once the*correct zoning district was established. After consulting with Art Tracyzk in the Planning Department and a review of town meeting warrant records, it is clear that the small parcel in question is in Zoning District HB. Mr. McDonough presented a plan depicting the location of an office building as it appears on the ground today. Although it is approximately 5 feet from the sideline from the abutting parcel(Brislane),which ordinarily would create a setback violation, Mr. McDonough can take advantage of the zoning bylaw which allows the provisions of an abutting zoning district to have priority up to a distance of 30 feet. From the general business district regulations,which do not apply to approximately 75 percent of the parcel in question,there are no sideline requirements. Therefore, Mr. McDonough'is not in violation of the zoning ordinance. I would respectfully request that you sign where indicated below, specifically acknowledging our discussions and ultimate determinations. Thank you for your continuing assistance. Sincerely, Mark H. Boudreau MHB/AMB ` L 7_ Ralph Crossen,Building Commissioner Page 2 November 21, 1997 Agree�to: - alph Crossen,Building Commissioner Tie E , S ' @ � -' is fl .� �. �s• c 9 o �ou p�1' fit' 10 s � a, ti �g i � .w-...� f v�a,• � fie+©��'� �' Z` r r r r T. •d^ �, . �' Op THE t4 The Town of Barnstable • BAMSrABLE - 9� 15 N Department of Health Safety and Environmental Services 10rEo mg t" Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner PLEASE FORWARD THE ATTACHED PAGE(S) TO: TO: ATTN: FAX NO: FROM: DATE: �S j /99 PAGE(S): (EXCLUDING COVER SHEET) �FTHE tp� The Town of Barnstable BAMSTAHM �0� Department of Health Safety and Environmental Services �.�" Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner PLEASE FORWARD THE ATTACHED PAGE(S) TO: TO: c� D ATTN: FAX NO: FROM: DATE: `S- /�9 PAGE(S): (EXCLUDING COVER SHEET) Ralph Crossen, Building Commissioner Page 2 November 21, 1997 Agreed to: -"Ralph Crossen, Building Commissioner TRANSMISSION VERIFICATION REPORT TIME: 01/26/1995 01:34 NAME: FAX TEL DATE.TIME 01I26 01: 34 FAX NO./NAME 97710722 DURATION 00: 00:37 PAGE(S02 RESULT OK MODE STANDARD ECM T WARNING WARNING JA` o. No. TOWN OF BARNSTABLE NOTICE OF VIOLATION TOWN OF BARNSTABLE NOTICE OF VIOLATION OF TOWN BYLAW OR REGULATION OF TOWN BYLAW OR REGULATION (Date of this Notice'' -e, a 198(� � ' (Date of this Notice) 19� To:/ J, (Name of Offender) ! T (Name of Offender) /3Z (Address of Offender) (Address of O fe der fv - (City, S(afe, Zip Code) j ( ity, §tafdf Zip Code) YOU HAVE BEEN OBSERVED VIOLATIN i YOU HAVE BUXN OBSERVED VIOLATIN 6/" yv pecific bylafv or r ulation) ' _ (� . , (s is bylaw or r lation) r O1W. 6 4'u'JL� !%i/-0,1 'S ."Js `/ /r'.a N r/5/4(z cad (act stiting violation) �� A (ac onsti[uting7violation) r �jc L� /✓. L79�U'-�% t7;�✓(%t!5 �; i r n.- A r 10 b at t) -( „?M.)P.M. 0'i' •/ / /% 19W / (— j at ('Af�P.)P.M.on (. 19 (time and date of violation) i (time and date of violation) at -� lace of violati n (P o ) I�tu=—,:e ,� i (place of violation) (Sig n) 1 I (2rGOIfNG nforci g Person) \\ I HREBY ACKNOWLEDGE RECEIPT OF THE 4V Y ACKNOWLEDGE RECEIPT OF THE FOREGOING WARNING: , WARNING: (Signature of Offender) ❑Unable to obtain signature of Offender. � (Signature of Offender) g ❑Unable to obtain signature of Offender. f � I Chapter III,. Article III Zoning By-Laws A. PURPOSE 1. The purpose of these by-laws is to promote the health, safety, convenience, morals and/or general welfare of the Inhabitants of the Town of Barnstable, to protect and converse the value of the property within the town, to increase the amenities of the town, and to secure safety from seasonal or periodic flooding, fire, congestion or confusion, all in accord with the General Laws, Tercentenary Edition of the Commonwealth r of Massachusetts, Chapter 40A, Sections one(1)to twenty-two(22), or amendments thereto. For this purpose, the height, number of stories, size of buildings and structures, size and width of lots, the percentage of lot 4 that may be occupied, the size of yards, courts and other open spaces, the density of population and the location and use of buildings, structures and land for trade, marine business, industry, agriculture, residence ( or other purposes are regulated within the Town of Barnstable as hereinafter provided. U. SIGNBOARDS 1. Purposes, Prohibition i This section is adopted for the regulation and restriction of billboards,,signs and other advertising devices i within the town on public ways or on private property within view of a public way or public park in order to protect and enhance the visual environment of the town and safety,convenience and welfare of its residents. Signs which are erected or otherwise created without a permit from the Building Commissioner, as herein provided, or are maintained except in conformity with this section are prohibited. 27. PENALTIES a) The Building Commissioner may issue citations for violations of these regulations. b) A failure to respond to properly-issued citations or the issuabce of three (3) or more citations for a sign shall be construed as a major violation subject to a fine of not more than one hundred($100.00)dollars. Each day that such violation continues shall constitute a separate offense. c) Continued violation, even with payment of penalties, for a period of sixty (60)days shall be grounds for removal of the sign(s) in question, following the procedures for illegal signs. I d) Applicants for signs who have previously had penalties for illegal or non-conforming signs may be required to post a deposit of no more than five hundred($500.00)dollars per sign for new permits.The Building Commissioner shall review the sign one year from the issuance of a permit and either issue a certificate of compliance, release the deposit, or order necessary corrective action utilizing the deposited funds, with any remaining funds and a full accounting of monies spent returned to the applicant. 30. Enforcement. a) The provisions of these regulations shall be enforced by the Building Commissioner. b) Citations, as specified in Section 27 may be issued by the Building Commissioner. Upon motion duly made and seconded it was voted that the Town adopt Article A-1 as printed in the warrant, except that in Section 7, Subsection B),line one, the word "Free standing" be inserted after the word ."any", and that in Section 15, Subsection B), that the second sentence be deleted and the following sentence be inserted therein. "All political signs shall be removed within three (3) days after the election for.which the signs were erected", and that in Section 26, Subparagraph A), the words "Subsections A)and B)" be inserted after the word and numeral "Section 5)." ' 1 TO AL BUSINESS OWNERS DATE: . Fill in p ease: YOUR NAME: ` APPLICANT'S ArYOUR HOME DRESS:" C/G BUSINESSkVA Tale hone Number Home TELEPHONE TYPE OF BUSINESS NAME OF NEW BUSINESS IS THIS A HOME OCCUPATION? YES NO Have you been given approval from the buildin '11 vision? YES NO MAP/PARCEL NUMBER ADDRESS OF BUSINESS When starting a new business there ar several things u must do in order to be in the nforrmation you may need.plOnce you have obtained the required signat ores, listed Barnstable. This form is intended to assist you in obtaining s Office (Ist floor-Town Hall) or if you get the business certificate first you MUST go to below,you may apply for a business certificate at the Town Clerk' the following office to make sure you have all the required permits and licenses.. GO TO 200 Main St. — (corner Yarmouth Rd. & ain Street) and you will find the following offices: 1. BUILDING COM $ONE OFFI This individual has e i for of any r uire ants that pertain to this type of business. A n e ignat COMMENTS: 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature* COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature" COMMENTS: Business certificates (cost$30.00 for 4 years). A business certificate ONLYO18 REGISTERS of theprocesses NAME in the rom the various departm ntswhich you tnvo invo do by lved. • it does not give you permission to operate•you must get that through p PURR FORA BUSINESS ORrIFIGArcQu r, _ TOWN OF BARNSTABLE SIGN PERMIT i PARCEL ID 253 014 H00 GEOBASE ID 16549 ADDRESS 1471 IYANNOUGH ROAD/ROUTE PHONE HYANNIS ZIP - i LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 77683 DESCRIPTION 4X8 LAKESIDE INN & SUITES PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: $50.00 BOND .00 CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE • BARNSTABLE, MASS. 1639. BUILD G IVISION BY DATE ISSUED 07/06/2004 EXPIRATION DATE TO ALL NEW BUSINESS OWNERS Fill in please: ` APPLICANT'S ®AV ® ®® YOUR NAME: BUSINESS YOUR HOME ADDRESS: ! a— cn-u� TELEPHONE Telep o e Number(Home) 37:5 -011 ti i NAME OF N,EW BUSINESS " TYPE OF BUSINESS IS THIS A HOME OCCUPATION? ADDRESS OF BUSINESS AP/PARCEL NUMBER3`�/ OD When starting a new business there are several things you m t do in order to be in cotnpliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. Once you have obtained the required signatures, listed below, you may apply for a business certificate at the Town Clerk's Office (Ist floor-Town Hall). 1. GO TO.BUILDING INSPECTOR'S OFFICE (4TH FLOOR TOWN HALL) This individual h s en informed of any permit requirements.that pertain to this type of business. Authorized Sig ature COMMENTS: 2. GO TO BOARD OF HEALTH (3RD FLOOR TOWN HALL) This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature COMMENTS: 3. GO TO CONSUMER AFFAIRS (LICENSING AUTHORITY) (3RD FLOOR SCHOOL ADMINISTRATION BUILDING) This individual has been informed of the licensing requirements that pertain to this type of business. V` Authorized Signature COMMENTS: fterobtaining the required signatures you must return to the Town Clerk's Office to obtain your business certificate (cost$20.00 4years . A business certificate ONLY REGISTERS YOUR NAME in the town (which you must do by M.G.L. - it does not give you nnlasWin to operate -you must get that through completion of the processes from the various departments involved. of. B CAPE COD COMMISSION p 3225 MAIN STREET �L P.O. BOX 226 BARNSTABLE, MA 02630 5� (508)362-3828 2� �SSACHUStiS FAX(508)362-31136 E-mail:frontdesk@capecodcommission.org �1�1Slat� HEARING NOTICE CAPE COD COMMISSION The Cape Cod Commission will conduct a public hearing on Monday,November 13, 2006 at 9:00 a.m�,at the Cape Cod Commission, 3225 Main Street, Route 6A, Barnstable, MA. The following Development of Regional.Impact(DRI) has been referred to the Cape Cod Commission under.Section 13(a)of the Cape Cod Commission Act,c.716 of the Acts of 1989,as amended and under Section 3 of the DRI Enabling Regulations for consideration as a DRI and under Section 4 of the Enabling Regulations for Change of Use/Limited DRI determination. This development will be heard pursuant to Section 13(a) of the Cape Cod Commission Act and Sections 3 and 4 of the DRI Enabling Regulations. This notice is being published as required by Section 5 of the Cape Cod Commission Act. Project Name: Shallow Pond Center Redevelopment Project Project Applicant: Shallow Pond Professional, LLC Project Location: 1471 Iyannough Road, Hyannis Project Description: Proposed demolition of the±16,065 s.f. Rainbow Motel and construction of a+17,338 s.£ professional office building. Anyone wishing to testify orally will be welcome to do so. Written comments may also be submitted at the hearing, or delivered or mailed to the Cape Cod Commission, 3225 Main Street, P.O. Box 226, Barnstable,MA 02630 for receipt on or before the date of the hearing or until the record is closed. The application,plans and relevant documents may be viewed by calling the Commission office at(508) 362-3828 to schedule an appointment between the hours of 8:30 a.m. and 4:30 p.m. If you need a reasonable accommodation,please let us know by November 7, 2006. Please call for more information and to make your request. d-D 7U act , of 8arastalale Zoning :sosrd of appeals Varf aace sign ordinance Appeai. o:: 194-45 ERK smeary Graatte� with Co ns1- A iieantfLessee F�yarFnis Cho �� co�erd�ASS .1 1 Rt, 13-2; Hya s, MA a3601 er E'rai C R: MP,, g i159 P,t clre,ss l4T l Rente 132 Hy a M ., Assesses+s Ma}lParce 25 014' HQO, 2.1.7 Acres Zoning: SB - _Highway Business District Applicants Request; varianea to secti:ozi 4-3_.7 Sighs H :gI�iay Business �Dsaret. .Acti;wit.y Request: Vo .pe nit a free fA difg sign & d building signage, th is greater in total area. A.I.-Owed., _oc . . Section 5-.3:2 .4-3)s Variances P' :.edrarai Praysaris:: Backgror�d afori�aitioni thle locos is in the prcXim, of t 132 a:fid old strawberry ails. Riiad, .'and is w-ithixk% the HB Highway sus ness .D.tstr ct.. %According to tilt assessor records for Map 253 Parcel 0 i,,90.14. > the land area is 1,.60 acres contains trio .structures,. the Fai.4bow Mates: buiidinq and a commercial 'Qf€ice bd.a:ldi.nf- with 4,444 sq. ft.. of: OFA. Both structures have a.. "Yeas 8h ]:t" :elate .of 10,55, he e„ ars< rentiy fOur businesses. oti sites to Motel, pxus. three tenazas. n rei.ai office buildin.g - the Hyannis chamber of cbipmerde, a6 deli €Qod shop and, cis the segpnd floor, a real estate office.: Currently all business actavities have si.gnage on the building, and 'aFiere are tIsee free standing 'signs, one for the motel and. two related to the commerciall 'cf€ice bi: ld rigs Ac sketch. ( n concept oh]) of 'ohs proposed 00.6 stand%ag 11 €eel by- 8 feet sign area and nature of saordiag was approved by site Plan Review [SP.i6:.941 for h purposes o€ suli ssion_ to t3ie ,Zon3ag Board o€ Appeals, SPR noted that the proposed free standing sign woe2d be. ari aestlietic i:mproveaieat over the ex-2.4tin"I, situation as it "relates to the code=vial biadfg:: Pr�¢dura� Swmoary t the app3ication: was flieda. the of€ c® of tbe:: .Town Clerk and caning soard .of Appeals office on April 5,r 19 4 � public. hear ns�,. duly noticed :finder' �F:G.T.� chapter 46m4 was opened. on May i.$, 1:994 and :con 3nued to tin% 2t r I494:.i it 'w1%ch 'time `aTie hear iq z as dIdse l aid a .. decision rendered. The, petition has heard by 8ottrd Meyer Rfchard Barry; Acid er Bliss, $n pit Glynn, Gail Nightingale and Xct ng Chairman 'liar..Jars oil ... i Wendy Nottherasx of the Syanis Chamber of Caiaierae spoke to request two signs w�aereas t: e. foi u g:orcLt ance a lows ode: �;he. 'shares the iat. with the Raa.ncni Motel acid it is amgortant that the Chamber t s sign be separates. Visibility for the hfgh Speed traffic on Rasta l32 and `clew np of licdgegc�dge o€ ma�gna. were issues.. The g .qa would be a, " lelcome to Hyannis - chamber a€ Commerce" sign an be Hach ]Lt or Internaiiy lit. Al there Mall be a flower bolt witu piatitl�id rose's S. There are two b iildsi gs on' the lot inched the maift of -it b�sili3inq * th three teaaats. and t� Ras:alaw Kotel.- fie. gneston w� raised as tv: how there are two sepaxate uses allax�ted ;oa one: 1# and if thee. had been a speoa3. garmt issued. Aldo of cnCern sOaa the proposed location of tehe saq-n ojj a grans island located within the state sight of way €4` t¢uto 13� aBi ot. ide of the boundary :bay$ of t ie Ilr9pe it Abe. pubic wa invited to speak: Steve Murray of Coldwel San}ces spoCe in €avot of tie. sc and of; ered toecluce ilia iaualdng sick.: The >hearing traar cont3.naea to Malt 25, 1994 at 000 V.M. to gtovide time to deter�fiine hbk the Ni ldiag 446 d It Add td. determmi" an appropr ate la at3 ot# -for the sigA 'aff of 'k*bdte 132. Agm of #+gay: h2arintj of May. 25, the.history o€ developuent of the of ce structure was docsate�,ted in the supplemental staff Report: The Board disc sed wrti� tie applicant the location of the sign within tie p operty boundar eS of thO. O to and .it was ;deteriained that suf:fidient area and location ex%sted at th—br ht parking area. steve Murray of coldcrrel3 Banker volunteered to reduce his -Si. gn =rein 24 sq.ft to 22 s q ft. ii :the .f i Ure. �gFadags. of .Fact=. At the :Bearing of:May 2:5; 13.94r the Board 44&-hIn-ou$l-y found: tine folio�rig fzad �ga of. faot's ' 1.. the applc.aiat has: appZcl €or; a va :a }c . to the s: gi? provgon of- the: .0ming ordinance to allow a. 96 sq.€t.; free standing sign oa the graperty o i p ec Hg the office structisre. That sJ gn ?.s to_ replace all existing free standing signs' oil the locus oceppt the. tel sighii 2: phis sec ent woti3d not be in detrimental, tv the fid'i Horhaod or to Us 3atent of the- Son##.. Ordinance than this ji-q' would cause existing €ree standing signs to be removed and to cause. greater .compl.3:auce with the. sign bode Prcpxsons�, 3, To getmit the free s d �ng 131ig11 to be 13 .feet high would tier£ be. a' Iddtru4elit in this li 6u; given the. nature of the' ro� and th ice'd t' atmtr� t 6- focus nt F or filte 8�raan�; C<�amber o� Co�ierce;� . -i condlusoaz used, upon the f,.xn ingsi d motion waa duly made and aeceaneled ti?at the sei et r-aqa—ec€ be grace;,e with the fallo.w ag conditions and. xesUi tions 1.: The sign area et- the. fgee standing sib sfia]i not exceed 96 .sq.ft: 2 , That the s�qh' #0 �d,12 be 12- feet horxizontarl. by S feet: yertgca! and noun ed oil tHto supports thin. .a planter area, the top of 4 e. siga. being no more than. €eet aha grew: 3: All other free stazidir g s s related to the. office structure and the uses located there i shall `he ic e�eioved at the time the single free -standing sign i s. :e ect at: Gsdes: Appeal.No i9;94-45 is. gz7atateet :th: caac� t ous. This var3anee most ba. reoorc ac. at the Reg s cf Deeds grid t'le �04UOn6r has on6 yeak iia which to. exer0i; ¢ arsance.. Any. .person aggr essed by this. -etMoen aeay appeal to. the 3arnstaiale . Superior Court Logs. rat to MGSs chap€er 40A; Sectaoi 1?,. by bringsAg an aetidit kithin twenty ( Q) days after thus �iec s on 'has been filed in the o€free of the To*t Cleric. -go-n s: s as on., Acting Cha3 xa�zri Date sighed Itiaiia eppazFe€r, Clerk cf., the down of Barnstable., Saacaistible ecunt r, kaesacnus®tts; hereby certzt�t that twenty ( ) days have eiapsecl since the Zoning Board o€ Appeals ;filed this dedid an and that AP appeal of d decision has been filed i the of ce of tie Town Clerk. cloned aid sealed this � day. o€ _ 19 under the' d ad enats cf er7�-Y- - f Ice ppamen, �'owa ��:e�=k Ccks'ie's:t 24p�s1=fcant Pro�ertY. E3waer $u lding Gel[fnf i"i-6fier Zoning. Boar. o£. Aupeais ]Le s J ei -ON THE LAKE /N RO MOV/ES.t HOME BO%OFFICE CABLE TV ���'•T�t'�..7�",,..��>,i�VR'•..^.'►S^,^w '4++�4 r»r it�"w"':Zt'�i�i..TF'�'3' � i it itn�*.'l..l�" *j': Ql'�z r •� c� , � J �j rF �� �, N Q�-�' �' E*aO �.Y r a. Mobil SM tiR r/� '�/,�� __�+r y�y�5r"7 �YJra �i�+ � d/'.�r i�. '2• Y, � ".ti.'b'r� T_M- y+`�..s�� ws �f� Z.."'���..� �`T-�3` .•r--�a, .may r'w sT."3 r~Y wJ w •S•� '(p�'�w7T4�'YJ � .afor?�YY - �' �� ..�Yr twwAs'}vL•r �_..��-.elh.Ti�.y./ �� ..wrsi^`•r,�(L1:»Y'�.,� -r'�r�,17•^4 ��^_^� - . ..r J,.r- ,'w"•;}.. '. � � F \ ! ti �` I l� � �� �� I , v �, i � � - ' 150DO HEATING, VENTILATING,AND AIR CONDITIONING SPECIFICATIONS 15020 SCOPE OF WORK 1305D SUBMITTAL DATA 2.01 DEVICES THE ENTIRE MECHANICAL INSTALLATION SHALL CONFORM TO THE FOLLOWING 1.01 GENERAL 1.01 COORDINATION - A. COMBINATION FIRE SMOKE DAMPERS: COMBINATION FIRE AND SMOKE 4tUBS NOTESAND SPECIFICATIONS. ECESS_ DAMPERS UL LISTED SHALL BE SIMILAR TO RUSKIN MFG CO. MODEL FSD- 5010 MECHANICAL GENERAL PROVISIONS A• PROVIDE REQUIRED LABOR,SAFERALS. EQUIP EN AND SERVICES NCONFORM- k ALL PIPING. DUCTWORK,AND EQUIPMENT LAYOUT SHALL BE SUBMITTED ON 60, LEAKAGE CLASS 1, COMPLETE WITH ELECTRIC DAMPER OPERATOR, AND 3/8"SCALE DRAWINGS AND SHALL BE COORDINATED AND STAMPED BY ALL ELECTRIC FIRESTAT, SMOKE DETECTORS, 2 DAMPER POSITION SWITCHES ITY WITH THE REQUIREMENTS OF BUILDING CODES AND AUTHORITIES HAVING 'TRADES. SHOP DRAWINGS SHALL SHOW LOCATION OF ALL NEW AMC) EXISTING AND JUNCTION BOX. HYANNIS, MASSACHUSETTS 1.01 GENERAL JURISDICTION;ALL AS INDICATED ON DRAWINGS AND/OR HEREIN SPECIFIED. EQUIPMENT, EXISTING WORK AND NEW WORK, A. MATERIALS AND WORKMANSHIP,UNLESS OTHERWISE NOTED, SHALL BE IN B. VOLUME DAMPERS: ACCORDANCE WITH BUILDING STANDARDS. ALL MATERIALS AND EQUIPMENT TO B 0 NECTIING PIPING, FITTING, INSULATION. INTERLOCK ANDDCONTROL VAR AT 1.02 SHOP DRAWINGS 1. SAME MATERIAL AS DUCT, PER AND Q A, EXCEPT PROVIDE BEARING AT ONE END OF DAMPER ROD AND QUADRANT,WITH LEVER AND RE NEW UNLESS OTHERWISE NOTED. INC. ETC. A- SUBMIT COORDINATED SHOP DRAWINGS FOR ALL EQUIPMENT, DIFFUSERS, LOCKSCREW AT OTHER END. FOR INSULATED DUCTS,QUADRANTS • TERMINAL UNITS, AUTOMATIC CONTROL DIAGRAMS, DUCTWORK LAYOUT, MOUNTED ON COLLAR TO CLEAR INSULATION, INSTALL WITH LEVERS B. ALL APPLICABLE CODES, LAWS AND REGULATIONS, GOVERNING OR RELATING 1.02 PERMITS PIPING LAYOUT, AND SHEET METAL CONSTRUCTION STANDARDS. ACCESSIBLE. BALANCING DAMPERS SHALL BE THE OPPOSED BLADE TYPE. KEY PLAN TO ANY PORTION OF THIS WORK, INCLUDING UTILITY COMPANY RULES AND 2. PROVIDE VOLUME DAMPERS ON EACH SUPPLY(EXCEPT UPSTREAM OF VAV REGULATIONS AND OSHA REQUIREMENTS ARE HEREBY INCORPORATED INTO AND A. SECURE PERMITS, LICENSES AND CERTIFICATES. PAY FEES AND CHARGES B. SUBMIT ALL SHOP DRAWINGS FOR REVIEW AND APPROVAL TO CLIFFORD DIAS TERMINALS, RETURN, AND EXHAUST DUCT TAKE-OFF, AND AT EACH MADE A PART OF THESE SPECIFICATIONS.THESE PROVISIONS SHALL BE FOR WORK INSTALLED CERTIFYING COMPLIANCE WITH LOCAL CODES AND GOV- P.E., P.C. OFFICE PRIOR 70 PURCHASE, FABRICATION AND INSTALLATION. ) TAKE-OFF TD REGISTER, GRILLE OR DIFFUSER. CARRIED OUT BY THE CONTRACTOR WHO SHALL INFORM THE OWNER,PRIOR TO ERNING AUTHORITIES. DELIVER CERTIFICATES TO BUILDING MANAGEMENT 3. NOTE: ALL REQUIRED VOLUME DAMPERS MAY NOT BE INDICATED ON SUBMITTING A PROPOSAL. OF ANY WORK OR MATERIALS WHICH VIOLATE ANY OF OFFICE PRIOR TO THE COMMENCEMENT OF WORK. C. SUBMIT AIR BALANCE REPORTS. DRAWINGS BUT DAMPER$SHALL BE PROVIDED AS NECESSARY FOR • THE TANS AND REGULATIONS ANY WORK DONE BY THE CONTRACTOR CAUSING SUCH D. FOR COORDINATED DUCTWORK AND PIPING SHOP DRAWINGS, SUBMIT ONE BALANCING. SPUTTER DAMPERS,AND EXTRACTORS(ADJUSTABLE VIOLATIONS SHALL BE CORRECTED BY THE CONTRACTOR, 1.03 EQUIPMENT SUPPORT PAPER SEPIA AND WHITE PRINTS. FOR SUBMISSIONS DN 8-1/2" % 14" OR TURNING VANES WITH PARALLEL BLADES) SHALL NOT BE USED AS A C. CONTRACTOR BIDDING THIS JOB SHALL VISIT AND INSPECT THE JOB SITE A. SUPPORT CEILING MOUNTED EQUIPMENT, DUCTWORK AND PIPING FROM BUIL'- BALANCING DEVICE. TO BECOME FULLY KNOWLEDGEABLE OF EXISTING CONDITIONS PRIOR TO SUB- SMALLER, SUBMIT ONE ORIGINAL AND TWO COPIES.PI SUBMISSIONS ARE MIRING HIS BID. CONTRACTOR SHALL COORDINATE THE SITE VISIT WITH CLING STRUCTURE AND/DR,FRAMING M AN APPROVED MANNER. WHERE OVER- I CATALOG CUTS: SUBMIT ONE ORIGINAL AND TWO COPIES. ALL CATALOG CUTS HEAD CONSTRUCTION DOF•5 NOT PERMIT FASTENING OF SUPPORTS AND EQUIP- SHALL BE COMPLETE. C. ACCESS DOORS:INSULATED OR UNINSULATED, SAME AS DUCT. PROVIDE _ BUILDING MANAGEMENT AND/OR ONTIER.CONTfRACTOR SMALL ASK THE BUILDING MENT.PROVIDE ADDITIONAL STEEL FRAMING. I MANAGEMENT AND/OR OWNERS REPRESENTATIVE ANY QUESTIONS HE MAY HAVE E. WHEN NECESSARY TO ELIMINATE CONFLICTS, THE CONTRACTOR SHALL REVISE MINIMUM 20"% 14"ACCESS DOORS ON MAIN DUCTS, 12" % 6"ACCESS PERTAINING TO BUILDING STANDARDS AND EXISTING CONDITIONS THAT PRO- B. FOR ROOF MOUNTED EQUIPMENT PROVIDE ROOF CURBS AND DUNNAGE. SHOP DRAWINGS AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER. DOORS ON BRANCH DUCTS, UNLESS OTHERWISE NOTED. ALL ACCESS DOORS HABIT THE PROPER INSTALLATION OF HIS WORN AS PER PLAN AND SPECIFI- TO BE HINGED, WITH LATCH SIMILAR TO VENTLDCK100. PROVIDE CATION. 1.03 AS-BUILT DRAWINGS ACCESS DOORS IN DUCTS ADJACENT TO FIRE DAMPERS, COMBINATION FIRE AND SMOKE DAMPERS, BALANCING DAMPERS, FIRE AND SMOKE DAMPERS, 1.02 NEW WORK 1.04 PREPARATION OF EQUIPMENT AND SYSTEMS A. .CONTRACTOR SHALL SUBMIT 'AS-BUILT'VELLUM PRINT RECORD DRAWINGS AUTOMATIC DAMPERS (LINKAGE SIDE), COILS IN DUCTS (ENTERING AND 1' A. PROVIDE OPERATING CHARGE OF REFRIGERANT AND OIL. (SIZE 1/B"= V- D")k CAD DRAWINGS ON CD(ACAD R14 OR LATER)AS LEAVING SIDE).SMOKE DETECTION HEADS, FAN BEARINGS ENCLOSED IN A. INSTALL ALL WORK SO AS TO BE READILY ACCESSIBLE FOR OPERATION, COMPLETION OF PROJECT. DUCT AND BOTH SIDES OF DUCTS WHERE NECESSARY TO PROVIDE •. aL81RR •--' INRNN MAINTENANCE AND REPAIR. B. PRESSURE TEST ALL PIPING SYSTEMS MAINTENANCE ACCESSIBILITY TO EQUIPMENT ON THE OTHER SIDE. B. PLAN INSTALLATION OF NEW WORK AND CONNECTIONS 70 EXISTING WORK TO 1.04 OPERATION, MAINTENANCE MANUALS AND INSTRUCTIONS D. TURNING VANES: GALVANIZED STEEL, DOUBLE THICKNESS VANES WITH N AREA OF WORK ENSURE MINIMUM INTERFERENCE WITH REGULAR OPERATION OF EXISTING FA- 2.01 IDENTIFICATION MINIMUM 2" INSIDE RADIUS. ALL SQUARE ELBOWS SHALL HAVE TURNING CILITIES. ALL SYSTEM SHUTDOWNS AFFECTING OTHER AREAS SHALL BE COO- A. FURNISH 70 CLIFFORD DIAS ENGINEERING P.E., P.C. FOUR (4) BOUND AND VANES. - RDINATED WITH BUILDING OWNER AND BUILDING MANAGEMENT. INSTALL ISO- A. NAMEPLATES PROVIDE NAMEPLATES (FASTENED WITH EPDXY CEMENT)ON INDEXED COPIES OF THE FINAL APPROVED INSTALLATION, OPERATIONS AND \�I / CATION VALVES Al POINTS OF CONNECTION 10 THE EXISTING PIPING. PRO- MAJOR EQUIPMENT ITEMS INDICATING UNIT NUMBER. MAINTENANCE MANUALS FOR NEW EQUIPMENT AND SYSTEMS. E. ACCESS TILE IDENTIFICATIONS: PROVIDE BUTTONS, TABS AND MARKERS 70 VIDE VOLUME DAMPERS OR TEMPORARY DUCT CAPS AT DUCT CONNECTIONS 70 IDENTIFY LOCATION OF ALL CONCEALED VALVES, DAMPERS,AND MINIMIZE SHUTDOWN TIME. B. PIPING SHALL BE LABELED TO INDICATE SIZE.PURPOSE. AND DIRECTION B. THE MANUAL SHALL PROVIDE DETAILED INFORMATION ON THE APPROVED EQUIPMENT. SUBMIT TO ARCHITECT FOR APPROVAL. NO. BY REVISION DESCRIPTION DATE OF FLOW IN SUCH A MANNER THAT IT CAN EASILY BE READ FROM THE FLOOR. INSTALLATION, OPERATION AND USE,TROUBLESHOOTING, PARTS LIST, C. CONNECT NEW WORK TO EXISTING IN NEAT AND APPROVED MANNER. RESTORE LETTERS $HALL BE NOT LESS THAN 2'. LUBRICATION AND PERIODIC MAINTENANCE,TOGETHER WITH THE SOURCE OF 15200 PIPING EX15TING WORK DISTURBED WHILE INSTALLING NEW WORK 70 ACCEPTABLE REPLACEMENT PARTS AND SERVICE FOR THE 17EMS OF EQUIPMENT AND THE CONDITION AS DETERMINED BY OWNER AND BUILDING MANAGEMENT. 15030 TESTING, BALANCING AND ADJUSTING SYSTEMS COVERED, INCLUDING ELECTRICAL EQUIPMENT, DEVICES AND SYSTEMS. 1.01 GENERAL D. DISCONNECT, REMOVE AND/OR RELOCATE EXISTING MATERIAL,EQUIPMENT 1.01 GENERAL C. THE MANUAL SHALL INCLUDE 'AS-BUILT' RECORD DRAWINGS AND ALL BALAN- A. PIPING SHALL BE COMPLETE WITH PIPE FITTINGS.VALVES, COUPLING. AND OTHER WORK AS NOTED OR REWIRED FOR PROPER INSTALLATION OF NEW CING REPORTS, STRAINERS,HANGER RODS. HANGERS, SUPPORTS. GUIDES, SLEEVES,AND - SYSTEM. TURN OVER TO OWNER OR DISPOSE OF ALL REMOVED EQUIPMENT AS A. AIR SYSTEM BALANCING SHALL BE PERFORMED BY AN INDEPENDENT ACCESSORIES IN CONFORMANCE WITH THE LATEST CODES AND ASME, ANSI. REQUIRED BY OWNER. ORGANIZATION SPECIALIZING IN SYSTEM BALANCING AND PROCEDURES HAVING D. CONTRACTOR SHALL INCLUDE FOR ONE GULL DAY FOR THE INSTRUCTION OF ASTM,AND MSS STANDARDS. 1.03 SITE VERIFICATION AT LEAST FIVE(5) YEARS EXPERIENCE AND SHALL BE ASSOCIATED AIR CLIENT'S PERSONNEL AND THE BUILDING ENGINEERS IN THE OPERATION OF BALANCING B. NO PIPING SHALL BE LESS THAN 3/4-, UNLESS OTHERWISE NOTED COUNCIL CERTIFIED. . A. INVESTIGATE EACH SPACE THROUGH WHICH EQUIPMENT MUST BE MOVED AND 1.05 COMMISSIONING AND ACCEPTANCE OPERATING TESTING C. FOR PIPE SIZE NOT INDICATED ON PLANS,SEE MANUFACTURER'S WHEN NECESSARY EQUIPMENT SHALL BE SHIPPED FROM MANUFACTURER IN CR- B. TEST AND BALANCE HVAC AIR SYSTEMS TO WITHIN.10. -5 OF DESIGN EQUIPMENT CONNECTION INDICATED g ATED SECTIONS OF SIZE SUITABLE FOR MOVING THROUGH RESTRICTED SPACES FLOWS. A. PERFORM COMPLETE COMMISSIONING FOR THE INSTALLED MECHANICAL SYSTEM, PREPARE bR• AVAILABLE.ASCERTAIN FROM BUILDING OWNER AND TENANT Al WHAT TIMES C. PERFORM TESTS PER AABC NATIONAL STANDARDS OR EQUIVALENT NEBB A DETAILED REPORT AND SUBMIT FOR REVIEW. INFORM BUILDING MANAGEMENT AND D. PROVIDE FITTINGS FOR CHANGE IN PIPE SIZE AND FOR FINAL CONNECTION OF pDR�EIIEW WM WITH OWNOERD BE PIAN PLANNEDED APPROACH HG FOR ANY REQUIREDTEEOUIPMENT METHODS. RECORD DATA ON STANDARD AABC OR NEBB FORMS. ENGINEER AT LEAST TWO(2) WEEKS IN ADVANCE. THIS WORK SHALL BE PERFORMED AT EQUIPMENT,AS REWIRED. RIGGING INTO BUILDING. BY THE MECHANICAL AND AUTOMATIC CONTROL CONTRACTORS. D. ADJUSTMENTS AND TESTS SHALL BE MADE UNDER SIMULATED MAXIMUM LOAD E. PROVIDE UNION CONNECTIONS AT EACH PIECE OF EQUIPMENT AND ON EACH Y:at ' S. ALL DUCTWORK AND PIPING ARE SHOWN DIAGRAMMATICALLY AND DO NOT CONDITIONS. B. PERFORM THE FOLLOWING IN THE PRESENCE OF THE ENGINEER OF RECORD, CLIENT SIDE OF ALL VALVES AND IN-LINE EQUIPMENT. ( , ^�6 ��• T7) SHOW ALL OFFSETS, DROPS AND RISES OF RUNS.THE CONTRACTOR SHALL REPRESENTATIVE, AND BUILDING ENGINEERS: F. PROVIDE 3 4"DRAIN VALVE AND CAPPED HOSE NIPPLE AT LOW POINTS IN - ALLOW IN HIS 11111 FOR ROUTING OF DUCTWORK AND PIPING TO AVOID DBST- E. MAKE ALL REWIRED ADJUSTMENTS TO EXISTING AIR SYSTEMS UNTILL ALL 1. LOWER THE TEMPERATURE SETTING FOR THE FPB'S,VAV'S,AC'S&CRAC'S VIA WALL / RUCTIONS. EXACT LOCATIONS SUBJECT TO APPROVAL. SPECIFIED PERFORMANCES ARE MET. BEFORE COMMENCEMENT OF CONSTRUCTION, SYSTEMS AND WHERE INDICATED. THERMOSTAT AND OBSERVE/ REPORT UNIT RESPONSE. TEST EXISTING EQUIPMENT TO ESTABLISH OUTPUT, ETC. SUBMIT CERTIFIED I • C. DURING THIS INSPECTION THE CONTRACTOR FINDS ANY OBSTRUCTION OR REPORTS INCLUDING TOTAL SYSTEM CFM, MOTOR AMPERAGE DRAW, RPM,STATIC 2. RAISE THE TEMPERATURE SETTING FOR THE FPB'S,VAV'S,AC'S &CRAC'S VIA WALL C. PROVIDE DIELECTRIC CASKETS BETWEEN JOINTS OF DISSIMILAR METALS, INTER 1.02 EXECUTION 4. VERIFY THE CONDENSATE PUMPS ACTIVATION AND PROPER OPERATION.FERENCE THAT MAY PROHIBIT THE PROPER INSTALLATION OF HIS WORK PRESSURE, OUTDOOR TEMPERATURE AT TIME OF TEST, RETURN AIR, MIXED AIR, THERMOSTAT AND OBSERVE/ REPORT UNIT'S RESPONSE. SLEEVES,AND WASHERS BETWEEN FLANGES, BOLTS. AND NUTS. - HE IS TO MAKE IT KNOWN TO THE BUILDING MANAGEMENT AND/OR OWNER DISCHARGE AIR AND SETTING OF ALL CONTROLLERS. 3. TEST LEAK DETECTORS ACTIVATION. H. PROVIDE MINIMUM PITCH TO INSURE ADEQUATE VENTING AND DRAINAGE. AND TENANT BEFORE AND AT THE TIME OF SUBMTRINC HIS PROPOSAL • ,�:•.,^�(^,,',��.J` .: D. BY SUBMISSION OF THE BID IT IS UNDERSTOOD THAT SUCH INSPECTION HAS I. PROVIDE,A5 REQUIRED AUTOMATIC AIR VENTS. MANUAL AIR VENTS AND BEEN MADE AND INCLUDES ALL THE MATERIALS AND REWIRED RELOCATION, A. CHECK FANS, CONDENSATE PUMPS, INSTRUMENTATION DEVICES,CONTROL DEVICES, RELIEF AIR VALVES. • FOR ALL WORK, DAMPERS,ETC., FOR PROPER OPERATION AND CALIBRATION. REPORT DEFICIENCIES WHICH CANNOT BE CORRECTED. MARK AND LOCK DAMPERS AT THEIR PROPER POSITION. C. IF ANY OF THE ABOVE ITEMS DO NOT OPERATE AS SPECIFIED. CORRECT THE OPERATION 2.01 CLEANING AND FILLING E. WHEN CONFLICTS OCCUR IN THE SPECIFICATIONS OR IN THE DRAWINGS OR AND SCHEDULE RE-COMMISSIONING WITH ALL PARTIES. REPORT UNTIL ALL SYSTEMS B. ADJUST,TEST AND CONFIRM DESIGN AIR FLOW RATES, PRESSURES,TEMPERATURES, PERFORM AS SPECIFIED. A. AVOID ENTRY OF FOREIGN MATTER INTO PIPING DURING CONSTRUCTION. BETWEEN EITHER, PROVIDE THE REM OF GREATER QUANTITY OR HIGHER COST. AIR QUANTITIES, EQUIPMENT SPEED AND MOTOR AMPERAGES FOR EACH SEGMENT F. PROVIDE ALL ITEMS OF LABOR OR MATERIALS N07 SPECIFICALLY INDICATED, BRANCH,AND COMPONENT OF EACH SYSTEM, B. COMPLETELY BLEED SYSTEM OF ALL AIR. BUT REWIRED TO COMPLETE THE INTENDED INSTALLATIONS. C. VERIFY THAT DIFFUSER DISCHARGE PATTERNS HAVE BEEN PROPERLY SET. � 2.02 PIPING SUPPORTS 1.04 COORDINATION BETWEEN TRADES AIR FLOWS SHALL BE BALANCED WITH VOLUME DAMPERS INSTALLED IN BRANCH A. HORIZONTAL PIPING SHALL BE SUPPORTED BY FORCED STEEL ADJUSTABLE DUCTWORK. OPPOSED BLADE DAMPERS (OSD)IN THE DIFFUSERS SHALL BE SET 1510D SHEET METAL WORK A. THIS CONTRACTOR IS RESPONSIBLE FOR FIELD CONDITIONS AND FIELD IN THE FULLY OPEN POSITION DURING BALANCING. AFTER THE MAIN SYSTEM CLEVIS TYPE "CARPENTER k PATTERSON- FIG. p100 OR 1OOSH OR APPROVED COORDINATION WITH ALL OTHER TRADES, IS BALANCED WITHIN LIMITS SPECIFIED ABOVE, OBD CAN BE USED FOR 1.01 STANDARDS EQUAL. MINOR ADJUSTMENTS. 2 CD ADDENDUM {J 1 11/02/07 2.01 DEMOLITION AND REMOVAL A. EXCEPT AS OTHERWISE NOTED,ALL DUCTWORK AND OTHER SHEET METAL B. HANGER RODS AND MAXIMUM SPACING SHALL BE AS FOLLOWS 10 19 O. SET MAXIMUM AND MINIMUM CFM SET POINTS ON ALL NEW FAN POWERED AND WORK SHALL BE INSTALLED IN ACCORDANCE WITH LATEST EDITION OF THE / /07 A. CONTRACTOR SHALL ERECT AND MAINTAIN BARRIERS TO PROTECT ADJACENT VAV BOXES PER DESIGN MAXIMUM AND MINIMUM CFM SCHEDULED ON DRAWINGS. SHEET METAL AND 1 CD ISSUED FOR BID AIR CONDITIONING NATIONAL ASSOCIATION, INC. PIPE SIZE ROD DIAMETER MAX SPACING NO. BY ISSUED TO DATE AREAS FROM DUST AND DEBRIS DURING DEMOLITION AND CONSTRUCTION. (SMACNA), 'HVAC DUCT CONSTRUCTION STANDARDS" MANUAL. DUCTWORK 1-1/4 IN, k BELOW 3/8 IN. 6 FT. E. DETERMINE REQUIRED MINIMUM STATIC PRESSURE SET POINT OF BASE BUIL- SHALL BE GALVANIZED SHEET STEEL UNLESS OTHERWISE NOTED. 1-1/2 IN, ET 2 IN. 3/8 IN. 8 FT. B. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BUILDING RECULA71DNS DING AIR HANDLING UNIT TO ENSURE THAT DESIGN AIRFLOWS ARE 2-1/2 IN. k 3 IN. 1/2 IN, 8 F7. AND IN QUALITY WORKMANSHIPLIKE MANNER. ATTAINED. INFORM BUILDING OPERATOR OF THIS REQUIRED SETTING. B. MINIMUM DUCTWORK STATIC PRESSURE CONSTRUCTION SHALL BE 2"W.G.. DUCTWORK STATIC PRESSURE CONSTRUCTION SHALL BE 4"W.G. FOR C. PROVIDE ADDITIONAL SUPPORTS AT CHANGE OF DIRECTION, RUNDU7S, AND C. ALL EXISTING WORK NOT INDICATED FOR DEMOLITION SHALL BE PROTECTED 1.03 SUBMITTALS OPERATING PRESSURE ABOVE 2"W.G. BUT NOT EXCEEDING 4"W,G. ALL CONCENTRATED LOADS DUE TO VALVES, ETC. 1 FROM DAMAGE. IF EXISTING WORK 15 DAMAGED, CONTRACTOR SHALL MAKE DUCTS SHALL BE SEAL CLASS •A'. CLIFFORD DIAS P.E.,P.C. REPAIRS USING SAME MATERIALS AT THE CONTRACTOR'S COST. A. PREPARE REPORT, INCLUDING FORMS AND SUBMIT FOR REVIEW. D. VERTICAL PIPING SHALL BE SUPPORTED WITH BEARING PLATE ON CONSULTING ENGINEERS C. UNEQUAL ELBOWS ARE NOT ACCEPTABLE, EXCEPT RADIUS BRANCH DUCTWORK B. ALL SUBMITTALS SHALL INCLUDE ADEQUATE DESCRIPTIVE LITERATURE, CATALOG STRUCTURAL SUPPORT. PROVIDE GUIDES AT EVERY SECOND FLOOR I D. CONTRACTOR SMALL TAKE PRECAUTIONS AGAINST DAMAGING TENANTS DISRUPTING WITH THROAT. BUILDING SYSTEMS, WIRING OR CONTROL TUBING FOR THE iE WANTS CUTS, SHOP DRAWINGS AND OTHER DATA NECESSARY ASCERTAIN THAT THE PROPOSED (SPACING NOT 70 EXCEED 25F7.) SUPPORT AT TOP SHALL BE PROVIDE '7Dey Street-3Dle TROT,New Yark,NY 10007 ANY DAMAGE TO THESE ITEMS SHALL BE REPAIRED AT THE EQUIPMENT AND MATERIALS COMPLY WITH SPECIFICATION REQUIREMENTS. CATALOG D. DUCTWORK UPSTREAM OF VARIABLE VOLUME DEVICES SHALL BE PRESSURE WITH SPRING HANGER HAVING A PROVISION FOR EXPANSION, Tel:212.W8.4811 Fax:212.267.0622 CONTRACTOR'S COST. CUTS SUBMITTED FOR APPROVAL SHALL BE LEGIBLE AND SHALL CLEARLY IDENTIFY CLASS 4 IN. W.G. EOUIMENT BEING SUBMITTED. 3.01 PIPING MATERIALS E-nlBll:MBII@DIesEnp.Mmm ' E. REMOVE EXISTING DUCTWORK AS INDICATED. PROVIDE C. SUBMIT EACH SECTION SEPARATELY AND INCLUDE THE FOLLOWING: A. REFRIGERANT PIPING SHALL BE COPPER ASTM g826D. FACTORY CLEANED, CAP OR BLANKING PLATES AND SEAL ALL OPENINGS IN THE DUCTS CAUSED INFORMATION WHICH CONFORMS TO CONTRACT REQUIREMENTS. INCLUDE THE 1.D2 FLEXIBLE DUCTS NITROGEN CHARGED AND CAPPED. BY OR OF DUCTS. MANUFACTURER'$ NAME, MODEL OR CATALOG NUMBERS, CATALOG INFORMATION, TECHNICAL DATA SHEETS, SHOP DRAWINGS, PICTURES, NAMEPLATE DATA AND A. SHALL BE SIMILAR TO CLEVAFLEX TYPE 12FV WITH 1"THICK INSULATION B. CONDENSATE DISCHARGE PIPING SHALL BE COPPER TYPE "L"PIPE. F. PROVIDE FOR LEGAL REMOVAL AND DISPOSAL OF ALL RUBBISH AND DEBRIS TEST REPORTS AS REQUIRED. AND,SHALL CONFORM TO UL 1BT AND NFPA BULLETIN 90A, THE FUEL FROM THE BUILDING AND SITE.COORDINATE ALL DEMOLITIONS AND REMOVALS CONTRIBUTED AND SMOKE DEVELOPED SHALL NOT EXCEED 50 AND FLAME 4.01 PIPE FITTINGS - WITH BUILDING MANAGEMENT. PROTECT ALL WORK NOT SLATED FOR DEMOLITION. SPREAD SHALL NOT EXCEED 25. 15040 MAINTENANCE A. PIPE FITTINGS SHALL BE SUITABLE FOR OPERATING PRESSURES OF 125 ■ rm0s^ 3.01 CUTTING AND PATCHING B. MAXIMUM LENGTH SHALL NOT EXCEED THREE (3) FEET. P51. - 353 GEORGES ROAD 1.01 SERVICE CONTRACT A. THIS CONTRACTOR SHALL INCLUDE FOR ALL CUTTING AND PATCHING AS C. FLEXIBLE DUCTWORK SHALL ONLY BE PERMITTED BETWEEN DUCTWORK AND B. PROVIDE DIELECTRIC FIRINGS FOR JOINTS OF DISSIMILAR METALS: OAY1pN, NJ D8810 REQUIRED BY HIS TRADE. A. THIS CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR START-UP SUPPLY DIFFUSERS. ISOLATING GASKETS, SLEEVES AND WASHERS BETWEEN FLANGES, BOLTS, ❑ 732.274.9540 AND 24 HOUR/DAY SERVICE WITH A MAXIMUM RESPONSE TIME OF 4 HOURS AND NUTS. 732.274.1372 FAX B. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, FITTING, AND QUARTERLY PREVENTIVE MAINTENANCE (4 MAINTENANCE INSPECTIONS 1.D3 ALUMINUM DUCTWORK PATCHING.WATERPROOFING. FIREPROOFING AND FLASHING THAT MAY BE A YEAR) FOR A PERIOD OF ONE YEAR FOR ALL NEW EQUIPMENT,AS C. PROVIDE 1/2"DRAIN VALVE AND CAPPED CONNECTIONS AT LOW POINTS. ■ AN INTERIOR FACILITY PLANNING SERVICE REQUIRED TO SUPPORT THE PIPING, DUCTWORK, EQUIPMENT,ETC. INDICATED UNDER "EQUIPMENT". THE COST OF THIS SHALL BE INCLUDED A, PROVIDE WATERTIGHT ALUMINUM DUCTWORK FOR OUTSIDE AIR INTAKE TO MIN. OF IC PROVIDE 3/4"CAPPED CONNECTION FOR DRAINING CONNECTION AT THE C. THIS CONTRACTOR SHALL COORDINATE SUPPORTS, HOUSEKEEPING PADS AND IN THIS CONTRACT. INSIDE THE CEILING PLENUM. LOWEST POINT IN THE SYSTEM AND IN EQUIPMENT ROOM. FLASHING WITH BUILDING MANAGEMENT AND SUBMIT THE METHOD OF SUPPORT 1 INCLUDING THE ROOF MOUNTED EQUIPMENT FOR REVIEW TO THE BUILDING B. THIS ONE YEAR MAINTENANCE CONTRACT SHALL INCLUDE, BUT IS NOT _ D. FOR MANUAL AIR VENTS PROVIDE LINE SIZE AIR CHAMBER WITH 1/2" LIMITED TO THE FOLLOWING WORK: VALVE. PROVIDE VALVES AT ALL HIGH POINTS WHERE FLOW CHANCES FROM MANAGEMENT. 1.04 SOU NDLINEO DUCTWORK HORIZONTAL TO DOWNWARD. ME AIIE E DCSIWS AM SPECRIGTWS ARE THE PROPERTY OF m MWICIM IS RESIV ASME FOR CM DOJO AU. OA(R60N5 AND COIORIR6 AT IW SITE,AS KLl AS WILIX O"M EMOO AIM KIXKATL -M ID D. THIS CONTRACTOR SHALL PROVIDE SLEEVES FOR DUCTS AND PIPING AND 1. CHECK LINES FOR LEAKAGE OF REFRIGERANT/WATER. A. SDUNOLINING SHALL BE ARMAGELL FIBER FREE I INFR MIN, 1.5 LB. DENSITY rnI>«ALL 0.TMA—A.DR.F•4WT6 99DED.R(CRID MTN-Twat 10 FATRRfJIICN R- 2. REFILL LINES IF NECESSARY. 1"THICKNESS, E. TRAP SEAL IN CONDENSATE DRAIN PIPING SHALL BE MINIMUM 1"GREATER IIORR.WNIR.•CIDR 6 RLSTVNSRE ERR CORREUM M SAYE 0 H6 ORH E*10m.COHmKIDR 15 RESPR6RE PROVIDE ESCUTCHEONS.SEAL OPENINGS AROUND DUCTS AND PIPING THROUGH MAX. 0.25 K FACTOR AT 75 F. MEAN TEMPERATURE AND MUST THAN THE STATIC PRESSURE IN SYSTEM. TR7 Ml TANG WH ALL IRn CR6IRIICTIDI WITS TAT W THESE DOWNS TER ARIr OMER InAmOSE IS PARTITIONS, WALLS AND FLOOR(NOT IN SHAFTS)WITH MINERAL WOOL DR 3. LUBRICATE MOTORS. HAVE A MAXIMUM WATER VAPOR AIR S. REPLACE RETURN TRANSMISSION RATE OF 0.0 PERM-IN(FLAME IAMVIIIDRIZED. OTHER NON-COMBUSTIBLE MATERIAL. 4. CHECK OPERATION IR FILTERS.THERMOSTATS AND MAKE CORRECTIONS REQUIRED. SPREAD LESS THAN 25, SMOKE DEVELOPED LESS THAN 50). F. COPPER PIPING FOR CONDENSATE DISCHARGE PIPING: 95-5 TIN-ANTIMONY E PROVIDE NECESSARY FLASHING AND COUNTERFLASHING TO MNNIAJN WATER- 6. CLEAN CONDENSER COILS, SOLDER JOINT CONNECTIONS - NO LEAD. 7. CHECK AND TIGHTEN ELECTRICAL CONNECTIONS. B. APPLY LINING WITH ADHESIVE OVER ENTIRE SURFACE AND SECURE WITH PROJECT NAME: pp PROOF INTEGRITY OF THE BUILDING AS REQUIRED BY REMOVAL AND/OR INS- B. CHECK CONTROLS AND MAKE CORRECTIONS IF NECESSARY, WELD PINS SPACED 16" ON CENTERS. COAT EDGES WITH SEALER AND G. COPPER PIPING EXCEPT CITY WATER AND CONDENSATE DISCHARGE: (SILVER UDJ TALLAW N OF PIPE$, DUCTS, CONDUITS AND EQUIPMENT. SUBMIT FOR 9, CHECK FOR NOISE AND VIBRATION, PROVIDE SHEET METAL EDGE PROTECTORS. SEALER SHALL BE IN SOLDER) HIGH TEMPERATURE BRAZING ALLOY CONNECTION. REVIEW TO THE BUILDING MANAGEMENT, 10. CHECK REFRIGERANT PRESSURE DURING OPERATION. CONFORMANCE WITH NFPA 90. PROVIDE 1"SOUNDLINING FOR MIXED AIR - • G. NEW ROOFING MATERIALS USED IN PATCHING THE EXISTING ROOF SHALL BE 11, CHECK CURRENT(AMPERAGE)DRAW OF ALL MOTORS. AND RELIEF AIR PLENUMS AND SUPPLY AIR PLENUMS AT SLOT DIFFUSER, 4.02 VALVES 1471 IYANOUCH ROAD " COMPATIBLE WITH EXISTING ROOFING MATERIALS AND SHALL BE SUBMITTED 12. CHECK OPERATION OF CONDENSATE DRAIN SYSTEM, TO THE BUILDING OWNER FOR HIS APPROVAL. 13. CHECK AND ADJUST BLOWER FAN BELT TENSION. C. DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS. HYANNIS, MA ZIP CODE 14. CHECK AIR'TEMPERATURE ACROSS EVAPORATOR. A. VALVES FOR WATER PIPING SHALL BE SUITABLE FOR THE SERVICE PRESSURE AND TEMPERATURE AND SHALL BE: DRAWING TITLE: 1.92 GUARANTEE 1.05 FLEXIBLE EN-COATEDNECTIONS MECHANICAL SPECIFICATIONS B. BALL VALVE:AS MANUFACTURED BY-APOLLO". A. CONTRACTOR SMALL FURNISH A WRITTEN GUARANTEE TO REPLACE OR REPAIR A NEOPRENE-COATED GLASS FABRIC. 30 OZ. PER SO.Yp. WITH SEWED AND PROMPTLY,AND ASSUME FULL RESPONSIBILITY OF ALL EXPENSES INCURRED CEMENTED SEAMS, SIMILAR TO VENT FABRICS. PROVIDE FLEXIBLE C. CHECK VALVE: "WALWORTH" FIGURE 8928F, OR APPROVED EQUAL. PROJECT NO.: 200727 NORTH FLOOR NO. DWG. NO. CONNECTIONS BETWEEN ALL EQUIPMENT AND DUCTWORK. DATE: 99/ZO/O7 FOR, ANY WORKMANSHIP AND/OR EQUIPMENT IN WHICH DEFECTS OCCUR /'� e WITHIN ONE YEAR FROM DATE OF ACCEPTANCE BY OWNER: USF: 5,006KTT 2 �-1e I SF/PP: 227 /'l I ;. DRAWN BY: P,P. LIES PROJ. NO; 100194 CHECKED BY: R.A. WIRE CODE: U027 SCALE: N.T.S. SHEET: OF I 5.01 TESTING 15600 EOUIPMENT 1.06 FAN POWERED BOXES(FPB) C. STAND-BY MODE - A. REFRIGERANT PIPING SHALL BE LEAK TESTED USING INRROGEN AND - 1.D0 MOTORS A. FPS UNITS SHALL BE NAILOR MODEL 35SEST RESSURE INDEPENDENT. SERIES UPON FAILURE OF PRIMARY UNIT. CRAC-1.AUTOCHANGEOVER CONTROLLER, AC4, SHALL T BS REFRIGERANT CHARGE WITH ELECTRONIC LEAK DETECTOR. AFTER TYPE GALVANIZED STEEL. ALLY LINED WITH FIBER FREE ACTIVATE STAND-BY UNIT, CRAG-2.AND AN AUDIBLE/VISUAL ALARM SHALL BE ACTIVATED. t,f D REPAIRING LEAKS RETEST AS REQUIRED. AFTER LEAK TEST DEHYDRATE BY A. ALL MOTORS SHALL BE AS PER NEMA STANDARDS-WITH NEMA SERVICE SOUNDUNING. UNIT$HALL BE COMPLETE WITH LINKAGE AND REGULATORS A SIGNAL SHALL BE SENT TO THE MONITORING PANEL TO IDENTIFY THE UNIT FAILURE. I PRODUCING AND HOLDING VACUUM OF 2.5" 149. MAINTAIN VACUUM FOR 24 FACTOR RATINGS, CENTRIFUGAL FAN, FAN MOTOR, UL-LISTED ELECTRIC HEATER, ECM MOTOR, UNITS MODE/FUNCTION SHALL BE SWITCHED ON A WEEKLY BASIS I HOURS WITH MAX 0.1' PRESSURE RISE. IF LEAKAGE EXCEEDS 0.D5" CONNECTIDNS, PLENUM INLET SOUND ATTENUATORS, HYANNIS, MASSACHUSETTS REPEAT ALL OF TEST BEFORE OEHYDRAIIOM B. TYPE OF ENCLOSURE SHALL BE AS REQUIRED FOR SPECIFIC APPLICATION. 1Q DDC CONTROLS,ACCESS PANELS AND THREE SPEED FAN SWITCH. MODELS AND SCHEDULE. D. LEAK DETECTION 6.01 SLEEVES FOR PIPING 1.01 MAGNETIC STARTERS A. 5LEEVES FOR WEATHERPROOF AND FIRERATED WALLS. FLOORS AND A. PROVIDE COMBINED UNFUSED DISCONNECT SWITCH ACROSS-THE-LINE B. ELECTRIC HEATER SHALL BE PROVIDED WITH PRIMARY AIR DEVICE, MANUAL WHEN WATER IS DETECTED IN THE AUXILIARY DRAIN PAN,OR THE HIGH LEVEL LIMIT RESET THERMAL SAFETY CUT OUT, FUSES.AIR FLOW SWITCH TO PROVE IS REACHED IN THE CONDENSATE PUMP RESERVOIR, THE UNITS SHALL STOP AND A MECHANICAL EQUIPMENT ROOM SHALL BE CAST IRON OR STEEL PIPE MAGNETIC STARTERS FOR ALL MOTORS WITH HOA SELECTOR SWITCH, PILOT AIRFLOW OVER HEATER ELEMENT, DISCONNECT SWITCH WITH INTERLOCKING LOCAL AUDIBLE AND VISUAL ALARM SHALL ACTIVATE.A SIGNAL S14ALL BE SENT TO THE " EXTENDING THROUGH CONSTRUCTION. EXTEND SLEEVES MINIMUM 2"ABOVE LIGHTS AND AUXILIARY CONTACTS AS REOUIRED FOR INTERLOCKING AND DOOR HANDLE ON PANEL AND HEA7 STAGES ENERGIZED INTERNALLY. MONITORING PANEL TO IDENTIFY SOURCE OF ALARM. KEY PLAN FLOOR. SLEEVES FOR WEATHERPROOF CONSTRUCTION SHALL BE OF THE REMOTE START/STOP. 110N C. THERMAL INSULATION AND SOUNDLINING SHALL BE UL LISTED AND MEET FLASHING TYPE AND SHALL BE AS REQUIRED BY THE BUILDING OWNER. NFPAgpA.AND LATION MINIMUM AND MAXIMUM AIR FLOW SETTING SHALL BE 1.03 SPUT-SYSTEM AIR-CDOLED AIR CONDITIONING UNIT (AC-1/ACC-1) 1.02 ELECTRICAL CHARACTERISTICS • B. FOR INSULATED PIPE,SLEEVES SHALL BE SIZED TO ALLOW FOR FACTORY CALIBRATED AND LABELED WITH ADJUSTABLE SET POINTS AND INSULATION TO PASS THROUGH SLEEVE. A. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR 70 ENSURE THAT THE CALIBRA71ON CHART PROVIDED AT EACH UNIT. A. UNIT SHALL BE STARTED AND STOPPED BY PROGRAMMABLE THERMOSTAT VOLTAGE AND CURRENT CHARACTERISTICS OF THE ELECTRICAL EQUIPMENT FURNISHED BUT WITH CAPABILITY OF A 1-12 HOUR MANUAL OVERRIDE. , BY HIM SHALL BE SUITABLE FOR THE ELECTRICAL SERVICES AS SPECIFIED. D. FOR EACH UNIT PROVIDE VIBRATION ISOLATOR KIT AND WALL MOUNTED Q THERM051AT MOUNTED ON A SUBBASE AND COMPLETE WITH INTEGRAL 8. UPON UNIT ACTIVATION, THE SUPPLY FAN SHALL RUN CONTINUOUSLY AND THE SPACE 1 15300 INSULATION THERMOMETER AND CLEAR LOCKING SECURITY COVER. FOR COORDINATION THERMOSTAT SHALL ENERGIZE THE COOLING OR HEATING CYCLE 70 MAINTAIN y 1.03 COMPUTER ROOM AIR CONDITIONING UNITS (CRAG-1&2/CRACC-1&2)1.01 GENERA4 CONTROL SEQUENCE SEE"AUTOMATIC CONTROLS PACE 7 MP RATUR ETPQ NT OF 74'F A J.. A. COMPUTER ROOM AIR CONDITIONING UNIT (CRAG-1 &2)SHALL BE LIE13ERT 1.07 FRESH AIR INTAKE FAN (OAF-1). C. UPON FVRIHER DROP IN SPACE TEMPERATURE. THE AUXILIARY ELECTRIC HEATING COIL A. ALL INSULATION MATERIALS INCLUDING JACKETS, FACING, ADHESIVE, DATAMATE. UNIT SHALL BE COMPLETE WITH ELECTRIC REHEAT. FILTERS,OPERATING COATING AND ACCESSORIES SHALL BE FIRE AND SMOKE HAZARD RATED AND SHALL ACTIVE IN STAGES TO MAINTAIN MIN.SPACE TEMPERATURE OF 72'F(ADJ.). LISTED BY UNDERWRITERS LABORATDRIES INC.AND COMPLY WITH UL 723 CHARGE OF OIL AND REFRIGERANT, CONDENSATE PUMP INSIDE UNIT, WALL MOUNTED A. SHALL BE CREENHECK MODEL.AMCA RATED AND UL LABELED COMPLETE REVERSE SEQUENCE SHALL OCCUR UPON AN INCREASE IN SPACE TEMPERATURE. (ASTM E-84). THE FUEL CONTRIBUTED AND SMOKE DEVELOPED SHALL NOT SOLID STATE CONTROL SYSTEM INCLUDING THERMOSTAT, REMOTE AIR-COOLED WITH SOLID STATE SPEED CONTROL. FAN MOTOR SHALL BE MOUNTED 1 EXCEED 50 AND FLAME SPREAD SHALL NOT EXCEED 25, CONDENSING UNIT, REFRIGERANT PIPING. AND DISCONNECT SWITCH, REFER TO UNIT'S ON VIBRATION ISOLATORS. FANS RATINGS SHALL BE AS PER SCHEDULE. 1.02 DUCTWORK INSULATION SCHEDULE FOR ELECTRICAL DATA. D. DURING THE UNOCCUPIED PERIOD.THE COMPRESSOR AND SUPPLY FAN SHALL BE OFF, � ' 7.D8 DUCT MOUNTED ELECTRIC HEATING COIL UNLESS ACTIVATED BY OVERRIDE SWITCH. A. INSULATE ALL NEW AND EXISTING DUCTWORK EXCEPT WHERE SOUNDLINING B. REMOTE CONDENSING UNIT (CT7ACC-1 &CRACC-2) SHALL BE LIEBERI WRH FAN (EDH-1) JINIIIN -• INN1N► IS OF MINIMUM THICKNESS SPECIFIED FOR INSULATION. INTAKE FROM OUTSIDE. UNIT SHALL BE COMPLETE WITH DISCONNECT PROPELLER A. ELECTRIC DUCT HEATING COILS SHALL BE INDEECO MODEL QUA. ELECTRICAL E. WHEN WATER IS DETECTED IN THE AUXILIARY DRAIN PAN, OR THE HIGH SWITCH AND INTEGRAL CONTROLS. UNIT SHALL BE CAPABLE OF OPERATING IN MIN. RESISTANCE HEATING COILS WITH MINIMUM CAPACITIES AND NUMBER OF LEVEL LIMIT IS REACHED IN THE CONDENSATE PUMP RESERVOIR,THE AC �� S. DUCTWORK SHALL BE INSULATED WITH 1"THICK 3/4 LB. DENSITY AMBIENT TEMPERATURE OF -20 F. REFER TO UNIT'S SCHEDULE FOR ELECTRICAL STAGES (PER SCHEDULE)A$ NOTED, UNIT SHALL STOP AND A LOCAL AUDIBLE AND VISUAL ALARM SHALL ////////,,,,���LLLL�,��\���\�N AREA OF WORK FIBERGLASS BLANKET.MAXIMUM D 28 K-FACTOR AT 75 F MEAN DATA PROVIDE HERESRE PROTECTIVE COATING ON CONDENSER COIL. ACTIVATE. (VISUAL ALARM WILL BE LOCATED ADJACENT TO THE MANUAL 4 TEMPERATURE WITH FACTORY APPLIED FOIL-SCRIM-KRAFT-FACING. VAPOR B. COILS SHALL BE IN COMPLIANCE WITH UL, NEC AND AUTHORITIES HAVING OVERRIDE SWITCH). _q7 SEAL 15 REQUIRED. C. THIS CONTRACTOR SHALL PROVinF FOUR YEARS FXTFNOFD WARRANTY FOR JURISDICTION. COILS SHALL BE FACTORY ASSEMBLED.WIRED AND TESTED F. DURING WARM-UP MODE, SYSTEM SHALL OPERATE PER SETBACK MODE UNTIL ` COMPRESSOR. AND DESIGNED TO ELIMINATE 60 HZ, HUM. PROVIDE MERCURY TYPE C. OUTSIDE AIR DUCTWORK SHALL BE INSULATED WITH 1-1/2-THICK 3 4 LB. CONTACTORS FOR HEATING COILS. PROVIDE HEAVY DUTY DISCONNECT SWITCH RETURN AIR TEMPERATURE REACHES DUCT THERMOSTAT SETPOINT OF 75 F. ' / / 1J0. BY REVISION DESCRIPTION DATE FIBERGLASS BOARq, MAXIMUM D.23 K-FACTOR Al 75F MEAN TEMPERATURE WITH MOUN ED IN CAUINEI CUMPLETE WITH DIFFERENTIAL PRESSURE AIR FLOW (DUCT THERMOSTAT FURNISHED AND INSTALLED BY THIS CONTRACTOR), O FOLLOWING EQUIPMENT SHALL BE SUBMITTED BY THE MANUFACTURER OF THE AC UNIT FACTORY APPLIED ALL PURPOSE OR ALL SERVICE FACING. VAPOR SEAL IS FOR FIELD INSTALLATION.FIELD INSTALLATION SHALL BE PERFORMED UNDER SWITCH OPERABLE A7 MINIMUM AND MAXIMUM AIRFLOW, HIGH LIMIT MANUAL WARM-UP MODE SHALL OCCUR ONE (1) HOUR PRIOR TO NORMAL MODE. REQUIRED. RESET THERMAL CUTOUTS,SAFETY CONTACTORS,OVERCURRENT PROTECTION, MANUFACTURER'S SUPERVISION. CONTROL CIRCUIT WITH CONTROL TRANSFORMER FUSED ON SECONDARY SIDE WRH THERMAL STRIPS AND REQUIRED CONTACTS.COILS SHALL BE SIZE TO C. DURING COOL-DOWN MODE, SYSTEM SHALL OPERATE PER SETBACK MODE UNTIL 1.03 PIPING INSULATION -OTY. (2)MODEL LT410 SUPERVISED LIQUMECT WATER DETECTION SENSORS ONE RETURN AIR TEMPERATURE REACHES DUCT THERMOSTAT SETPOIM OF 75 F. PER SYSTEM). TO BE INSTALLED IN FIELD SUPPLIED AUXILIARY DRAIN PAN.NON FIT DUCTS INDICATED ON PLANS. (DUCT THERMOSTAT FURNISHED AND INSTALLED BY THIS CONTRACTOR). A. INSULATE ALL REFRIGERANT PIPING AND CONDENSATE DRAIN PIPING. POWERED CONTACTS TO BE WIRED TO UNITS SHUTDOWN TERMINALS AND WALL MOUNTED - 1.09 RADIANT CEILING PANEL (RCP) CODL-DOWN MODE SHALL OCCUR TWO(2) HOURS PRIOR 70 NORMAL MODE. B. INSULATION FOR PIPING SHALL BE MOLDED FIBERGLASS, MAXIMUM 0.23 K- REMOTE ALARM PANEL. (REQUIRES POWER FROM FIELD WIRED 24 VOLT TRANSFORMER) A. ELECTRIC CEILING HEATING PANEL SHALL BE MODEL CP AS MANVFACTURED BY H. UPON THE UNR'$ FAILURE,A LOCAL AUDIBLE AND VISUAL ALARM SHALL FACTOR AT 75 F MEAN TEMPERATURE,3/4 LB. DENSITY WITH ALL PURPOSE AUTOCHANGEOVER PANEL(AC4)SHALL BE SEPARATELY POWERED (NOROM CRAG OMARK, COMPLETE WITH RECESSED MOUNTING KIT. LENGTH AND WIDTH SHALL BE ACTIVATE. (VISUAL ALARM WILL BE LOCATED ADJACENT TO THE MANUAL E. D T F JACKET(FIRE RETARDANT LAMINATE OF WHITE KRAFT FACING,GLASS EQUIPMENT). ATC TO SUPPLY TRANSFORMER PA HARD WIRED D A F VOLT AS PER SCHEDULE. COLOR FINISH SHALL BE AS APPROVED BY ARCHITECT. OVERRIDE SWITCH). �, SCRIM REINFORCING AND ALUMINUM FOIL). POWER SOURCE. B. PROVIDE WALL MOUNTED THERMOSTAT. �• C. WHERE MANUFACTURED, USE FACTORY PREMOLDED FITTINGS(OF THE SAME 1.04 FRESH AIR INTAKE FAN (OAF-1)AND FIRE SMOKE DAMPER MATERIAL AND THICKNESS AS THE PIPE INSUlAT10N) FOR FITTINGS. FLANGES F. THE AUTODIALER SHALL BE PROVIDED & INSTALLED BY ELECTRICAL CONTRACTOR, C. HEATING ASSEMBLY SHALL BE UL LISTED AND IN COMPLIANCE WITH NEC AND AND VALVES WHERE PREMOLDED INSULATION FITTINGS ARE NOT MANUFACTURED. REFER 7O ELECTRICAL DRAWING. AUTHORITIES HAVING JURISDICTION, CSA CERTIFIED AND SHALL AND AUTHORITIES A. FIRE SMOKE DAMPER SHALL REMAIN CLOSED AND OUTDDOR AIR FAN REMAIN OFF AT INSULATE FRTINCS, FLANGES AND VALVES WITH MITERED SEGMENTS OF THE SAME HAVING JURISDICTION, CSd CERTIFIED AND SHALL CONSIST OF POWDERED GRAPHITE ALL TIMES UNLESS CO2 CONCENTRATION EXCEEDS 300 PPM. DENSITY AS THE ADJOINING PIPE COVERING. 1. THE COMMON ALARM FROM THE AUTOCHANGEOVER CONTROLLER SHALL ENCAPSULATED IN A PLASTIC LAMINATE WITH HEAVY DUTY COPPER BUSS BARS ,t RUNNING THE ENTIRE LENGTH, BACKED BY 1 INCH, 1 POUND DENSITY HIGH B. FIRE SMOKE DAMPER SHALL CLOSE AND FAN SHALL STOP UPON DETECTION OF SMOKE. D. INSULATION THICKNESS SHALL BE AS FOLLOWS: INDOOR OUTDOOR BE TIED INTO ONE OF THE DRY ALARM CONTACTS. THE TEMPERATURE TEMPERATURE FIBERGLASS INSULATION TO INSULATE AGAINST HEAT LOSS TO THE Utokllelm ALARMS SHALL BE PROGRAMMED FROM A LOW OF 60 DEGREES CEILING AND SEPARATED FROM THE INSIDE OF THE PANEL BY A DIELECTRIC C. OCCUPIED MODE: REFRIGERANT SUCTION PIPING UP 70 2 IN. 1 IN. 1-1/2 IN. FAHRENHEIT AND A HIGH OF 78 DEGREES FAHRENHEIT. INSULATION TO ASSURE UNIFORM HEAT TRANSFER THROUGHOUT THE ENTIRE UNIT SHALL BE ENERGIZED WHEN CARBON DIOXIDE SENSOR (CO2 SENSOR) v).i RADIATING SURFACE OF THE HEATER.THE RATED INPUT SHALL BE: (62.5 CONDENSATE GRAIN PIPING 1/2 IN. MEASURES CONCENTRATION IN ACCESS OF 30D RPM (ADJ.), OUTSIDE AIR 1 . o.• WATTS/50. F7. WITH AN AVERAGE TEMPERATURE OF NOT MORE THAN 165 DEGREE AF 1.04 SPLIT SYSTEM AIR- LED AIR CONDITIONING UNIT(AC-i/ACC-1) DAMPER SHALL OPEN AND FAN SHALL START TO MAINTAIN SPACE CO2 E. EXCEPT FOR PIPING EXPOSED TO OUTDOOR WEATHER, FINISH SHALL BE 1 F.)OR (95 WATTS/SO. FT. WITH AN AVERAGE SURFACE TEMPERATURE OF 2DO CONCENTRATION 300 PPM RESPECTIVELY. WHEN CO2 CONCENTRATION ARE WHITE VAPOR COATING WI7H MESH WHITE GLASS, POLYESTER OR NYLON A. THE EVAP CTION SHALL BE TRANE D% HIGH-EFFICIENCY FAN COIL DEGREE F.),TO ASSURE LONG TROUBLE FREE LIFE, BELOW REQUIRED ONES, OUTSIDE AIR DAMPER SHALL BE CLOSED AND FAN CLOTH REINFORCING MEMBRANE AND MINIMUM 50 MIL DRY FILM THICKNESS. MODEL 4TEC3F36A, COMPLETE WITH FAN, 3-SPEEO FAN MOTOR, FILTERS, FILTER RACK, SHALL BE DE-ENERGIZED. 7„.. REFRIG G WITH THERMOSTATIC IXPANSION VALVE(TXV), EVAPORATOR D. THE PANEL VOLTAGE SHALL BE 120V. F. FOR INSULATED PIPING EXPOSED 70 OUTDOOR WEATHER, OUTER FINISH FREEZE THERMOSTAT, CONDENSATE DRAIN PAN, DISCONNECT SWITCH,AND 1.05 FAN POWERED BOXES (SERIES TIDE) y'n, SHALL BE D.D16 IN. THICK WEATHERPROOF ALUMINUM JACKET WITH LOCK 7-DAY AUTOCHANGEOVER HEAT/COOL PROGRAMMABLE THERMOSTAT, UNITS SHALL E. CEILING PANEL SHALL BE FURNISHED NTH ALL WITH ALL ACCESSORIES NECESSARY 1T; SEAMS. USE (R410A) REFRIGERANT. FOR THE APPLICATION AS PER THE MECHANICAL AND ELECTRICAL DRAWINGS. A. DURING NORMAL OPERATING MODE THE SUPPLY FAN SHALL BE ENERGIZED, 2.01 EXECUTION 1.10 ELECTRIC BASEBOARD HEATER(EBH) WHENEVER THE CENTRAL SYSTEM IS RUNNING. A. PRIOR TO APPLYING ANY INSULATION,ALL PRESSURE AND LEAK TESTS B. PROVIDE 1-12 HOUR MANUAL OVERRIDE FOR OVERTIME OPERATION, B DURING NORMAL MODE, THE ROOM THERMOSTAT SHALL MODULATE THE FPS SHALL BE COMPLETE AND APPROVED.ALL INSULATION SHALL BE BUTTED CONDENSATE PUMP,VIBRATION ISOLATOR KIT AND AUXILIARY DRAIN PAN A. ELECTRIC HEATER SHALL BE BERCO MODEL CPLAS, ACTIVE LENGTH AS PER SCHEDULE. COLOR PRIMARY AIR DAMPER TO MAINTAIN SPACE TEMPERATURE. WITH WATER DETECTOR FOR EACH UNIT. (AUXILIARY DRAIN PAN SHALL BE FINISH SHALL BE AS APPROVED BY ARCHITECT. PROVIDE UNIT-MOUNTED THERMOSTAT. UPON DECREASE IN TEMPERATURE BELOW THERMOSTAT SETPOINT, FIRMLY. USE 2 IN. LAP STRIPS AT ALL SEAMS SECURED WITH ADHESIVE. 3" LARGER THAN UNIT). DISCONNECT AND THERMAL CUTOUT, PROVIDE LABEL FOR TEMPERATURE ADJUSTMENT ON THE THERMOSTAT SHALL MODULATE THE PRI I S RS NO STAPLES ARE PERMITTED. APPLY COAT OF VAPOR SEAL ADHESIVE UNIT. RADIATORS SHALL BE IN COMPLIANCE WITH UL. NEC AND AUTHRORITIES HAVING MINIMUM POSITION TD MAINTAIN SPACE TEMPERATURE 74'F ADJ. WHERE REQUIRED. JURISDICTION. C. CONDENSATE PUMPS: PUMPS SHALL BE CAPABLE OF DELIVERING MINIMUM OF B. ALL INSULATION AND VAPOR BARRIER SHALL BE CONTINUOUS PASSING THRU 2 GPM AT 15' HD. COMPLETE WITH RESERVOIR AND AUTOMATIC SWITCHES 1.11 EXHAUST FANS (EF-1 &EF-2) C. UPON FURTHER DECREASE IN SPACE TEMPERATURE.WHEN DAMPER REACHES SLEEVES ETC. TO START THE PUMP AT A PREDETERMINED LOW LEVEL OF WATER IN THE ITS MINIMUM POSRION,THERMOSTAT SHALL CYCLE HEATING COIL IN STAGES RESERVOIR,AND SHUT DOWN THE AC UNIT AT A PREDETERMINED HIGH A. SHALL BE GREE NHECK,AMCA RATED AND UL LABELED COMPLETE,WITH SOLID STATE SPEED TO MAINTAIN THERMOSTAT SETPOINT OF 7a'F ADJ. ELECTRIC HEATER 2 CD ADDENDUM 1 11 02 D7 C. INSULATION OF STRAINERS, EXPANSION JOINTS, FITTINGS,AND LEVEL OF WATER IN THE RESERVOIR. - CONTROL, AND REMOTE WALL MDU NTED THERMOSTAT. FAN MQTOftS SHALL BE MOUNTED ( ) ACCESSORIES REQUIRING SERVICING OR INSPECTION SHALL BE ARRANGED ON VIBRATION ISOLATORS. FAN RA71NGS SHALL BE AS PER SCHEDULE. SMALL BE ONLY ENERGIZED WHEN THE PRIMARY AIR DAMPER I$A7 ITS 1 CD ISSUED FOR BID 10/19/D7 FOR REMOVAL AND REPLACEABLE WITHOUT DAMAGE AND ENCLOSED WITHIN D. CONDENSING SECTIONS RANE HIGH-EFFICIENCY PERFORMANCE B. SEE SEQUENCE OF OPERATION FOR CONTROLS ACCESSORIES REQUIRED FOR THE FAN. MINIMUM SETTINGS AND WHEN AIR FLOW 5 PROVEN. REVERSE SEQUENCE Two 78 GAUGE ALUMINUM COVERS FLANGED AND BOLTED. 13, HEA7 PUMP MODEL 4TW 036 BLE OF OPERATING IN A LOW AMBIENT SHALL OCCUR UPON AN INCREASE IN SPACE TEMPERATURE. N0. BY ISSUED TO DATE TEMPERATURE OF 0'F. U BE COMPLETE WITH FAN, BALL-BEARING FAN D. DURING THE UNOCCUPIED MODE, THE PRIMARY AIR DAMPER SHALL BE D. NO HANGERS SHALL BE EMBEDDED IN INSULATION. PROVIDE INSULATION MOTOR, COPPER TUBE AND ALUMINUM FINS CONDENSER COIL. REFRIGERATION 1.12 CARBON DIOXIDE SENSOR(SEMINAR ROOM 208). CLOSED TO ITS MINIMUM SETTING AND THE NIGHT THERMOSTAT LOCATED IN PROTECTION SADDLES AND SHIELDS. COMPRESSOR WITH TIME-DELAY RELAY,COMPRESSOR START ASSIST CAPACITOR THE PERIMETER ROOMS SHALL CYCLE THE FAN AND HEATING COILS TO AND RELAY,SUCTION AND DISCHARGE PRESSURE GAUGES,MANUAL RESET HIGH A. SHALL BE HONEYWELL MODEL C7232A, WALL MOUNTED CO,, SENSOR W/ LCD MAINTAIN SPACE TEMPERATURE OF 60 F. PRESSURE CUT OUT, LOW PRESSURE AUTOMATIC RESET CUT OUT, COMPRESSOR DISPLAY. SENSOR SHALL HAVE MIN. 2 ADJUSTABLE OUTPUTS (ONE ANALOG & 15400 VIBRATION ISOLATORS CRANKCASE HEATER AND LIQUID RECEIVER, MOTOR CONTROLLER, AND DISCONNECT ONE SPST RELAY CLIFFORD DIAS P.E.,P.C. $WITCH. ENTIRE UNIT$HALL BE FACTORY WIRED AND DEHYDRATED. PROVIDE )' E.:�:W�HENHE BASE-BUILDING ROOF TOP AC UNIT ENERGIZE THE WARM-UP CYCLE,1.01 GENERAL HERESITE PROTECTIVE COATING ON CONDENSER COIL. 'S SHALL OPEN TO THE FULL OPEN POSITION AND ELECTRIC HEAT ON ALL CONSULTING ENGINEERS B. REFER TO 15700. 1.04C. FOR SEQUENCE OF OPERATION. HALL BE LOCKED OUT. FPB'S SHALL eE TIED INTO BMS. COORDINATE w/A. FOR EQUIPMENT, PIPING AND DUCTWORK, FURNISH AND INSTALL COMPLETE GMT. '7 Dey Street-`Suite 1601,NEW YDAS NY 10007 VIBRATION ISOLATION SYSTEM WITH VIBRATION ISOLATORS, FOUNDATIONS E. PROVIDE REFRIGERANT PIPING, LIQUID LINE DRIER WITH ISOLATING AND SUPPORTS. VALVES,SOLENOID VALVE, REFRIGERANT AND OIL LUBRICANT CHARGE, AND 15700 AUTOMATIC CONTROLS - Te1:212.808.4811 FeJL:212.287.0622 COMBINATION SIGHT GLASS AND MOISTURE INDICATOR IN LIQUID LINE. E-RIBII:MBII@DI86EDQ.CDRL B. FOR CEILING MOUNTED EQUIPMENT ISOLATORS SHALL BE MASON INDUSTRIES F. MANUFACTURER REPRESENTATIVE SHALL PERFORM START-UP OF THE UNIT. 1.00 GENERAL 1.06 DUCT MOUNTED ELECTRIC HEATING COIL (EDH-1) COMBINATION SPRING/ ELASTOMER HANGER TYPE 30N. A. MECHANICAL CONTRACTOR SHALL RETAIN THE SERVICES OF A QUALIFIED COMPRESSOR. G. AUTOMA7IC CONTROLS CONTRACTOR. A. DUCT THERMOSTAT SHALL ENERGIZE EDH IN STAGES TO MAINTAIN A 15500 AIR DISTRIBUTION DEVICES MINIMUM TEMPERATURE OF 35-F (ADJ.). HEATER SHALL NOT BE ENERGIZED IF B. THE INTENT OF THIS SECTION IS 70 DESCRIBE ETHEMS COMPLETE FUNCTIONAL CONTROL OF ALL MECHANICAL EQUIPMENT,SYSTEMS AND DEVICES OF THE AIR FLOW IS NOT PROVEN. 1.01 DIFFUSERS,GRILLES AND ACCESSORIES 1.05 VARIABLE AIR VOLUME TERMINAL UNITS W/ELECTRIC HEAT(VAV) PROJECT. THIS CONTRACTOR IS TO FURNISH AND INSTALL AS REQUIRED ELECTRIC/ELECTRONIC/DDC CONTROLS. ALL NECESSARY COMPDNENTS,CONTROL 1.07 RADIANT CEILING PANEL RCP A. DIFFUSERS AND GRILLES SHALL BE AS FOLLOWS: WIRING. INTERLOCK WIRING, CONTACTORS, RELAYS, CONTROL TRANSFORMERS, (RCP) ■ GDS q VAV UNITS SHALL BE NAILOR MODEL 3000, PRESSURE INDEPENDENT WITH ALARMS, CONTROL VALVES ETC. TO ACHIEVE THE DESIRED CONTROL OPERATION 353 GEORGES ROAD TYPE DESCRIPTION FIBER-FREE INSULATION IN CONFORMANCE WITH NFPA 90A AND UL 181 WITH AIR FOR THE AIR CONOITIONING SYSTEMS. A. RADIANT CEILING PANELS SHALL BE CONTROLLED BY WALL MOUNTED THERMOSTAT AND REGULATORS, FACTORY CALIBRATED F ND MAXIMUM FLOW AND t- SHALL ENERGIZE AT 60-F (ADJ.)AND DE-ENERGIZE AT.65'F (ADJ.). 41:10 DAYTON, NJ 08810 CO ANEMOSTAT SQUARE CEILING DIFFUSER WITH REMOVABLE CORE MODEL 732.274.9540 FACTORY MOUNTED ACTUATORS AND DDC CONTROLS. MIN.AND MAX. C. CONTROL WIRING: SHALL BE COPPER INSTALLED IN EMT CONDUIT (MIN. 732.274.1372 FAX PGL FOR LAY IN T-BAR CEILING. CONTRACTOR SHALL AIR FLOWS SHALL BE CLEARLY INDI PROVIDE WITH WALL MOUNTED1/2 DOA.). COORDINATE BORDER TYPE NIH ARCHITECTURAL DRAWINGS. THERMOSTAT. MODELS AND RATINGS AS PER SCHEDULE.- ■ AN INTERIOR FACILITY PLANNING SERVICE SLD-1 ANEMOSTA7 FLOWLINE LINEAR DIFFUSERS WITH PATTERN AND B. ELECTRIC HEATER SHALL BE PROVIDED WITH PRIMARY AIR DEVICE, MANUAL 1.01 VAV TERMINAL UNITS W/ ELECTRIC HEAT 1.08 ELECTRIC BASEBOARD HEATERS(EBH-1 & 2). DIRECTIONAL CDNTROL BLADES MODEL FF. SEE DETAILS PLAN RESET THERMAL SAFETY CUT OUT, FUSES, AIR FLOW SWITCH TO PROVE FOR SLOT WIDTH. AIRFLOW OVER HEATER ELEMENT, DISCONNECT SWITCH WITH INTERLOCKING A. IN NORMAL MODE, ROOM THERMOSTAT SHALL CONTROL THE VAV PRIMARY A. ELECTRIC BASEBOARD HEATER SHALL BE CONTROLLED BY UNIT-MOUNTED DOOR HANDLE ON PANEL AND HEAT STAGES ENERGIZED INTERNALLY. AIR DAMPER AND DUCT HEATER IN SEQUENCE TO MAINTAIN SPACE THERMOSTAT. HEATERS SHALL ENERGIZE AT 65-F (ADJ)AND DE-ENERGIZE AT SLD-2 ANEMOSTAT FLOWLINE LINEAR DIFFUSERS WITH PATTERN AND TEMPERATURE OF 74-F(ADJ). ELECTRIC HEATER SHALL BE ENERGIZED ONLY 79F (ADJ). ME,•aac D 5 M WECIE AVNS♦K ME iT EM w m6 CDPIC W IS IESPw96IE FM C EE Tu DIRECTIONAL CONTROL BLADES MODEL FF. SEE DETAILS PLAN WHEN VAV PRIMARY AIR DAMPER REACHES ITS MINIMUM SETTING. pIDISMS MD COMIIDI6 0 JW SDE,AS 11EEI AS 91AUM IMES CMES MO RET TM PNw 10 FOR SLOT WIDTH. 1.09 INLINE EXHAUST AIR FANS EF-1 & EF-2. PIXI u, CPCN,9p6 9PnD BC CH¢,m xnw IDS P119R ro F.elavmw v Sro 1.02.COMPUTER ROOM AIR CONDITIONING UNITS (CRAG-1&2/CRACC-1&2) lmwH CK EM EXH Em[NSf,MCOIARI[10R�R�Is RESRtt6BIE CG RETURN GRILLES SHALL BE ANEM057AT MODEL AC FOR LAY IN T-BAR EXHAUST FAN SMALL CONTROLLED 81'REMOTE WALL MOUNTED THERMOSTAT. IMAUTIDIIRED. ' CEILING (45' DEFLECTION). CONTRACTOR SHALL COORDINATE BORDER TYPE WITH ARCHITECTURAL DRAWINGS. A. START STOP EXHAUST FAN SHALL BE ENERGIZED WHEN SPACE TEMPERATURE REACHES). (ADJ.) / AND DE-ENERGIZED WHEN SPACE TEMPERATURE DECREASES TO 74-F (ADJ.). B. FINISH FOR DIFFUSERS AND GRILLES SHALL BE BAKED ENAMEL AIR-COOLED COMPUTER ROOM UNIT CONTROL SYSTEM SHALL BE THIS CONTRACTOR SHALL PROVIDE ALL CONTROL WIRINGS NECESSARY BETWEEN THE PROJECT NAME: �Tp�i COMPLETELY SOLID STATE AND SHALL OPERATE UNITS 24 HOURS PER DAY, 365 EXHAUST FAN AND THERMOSTAT UBS TO MATCH COLOR SAMPLE AS APPROVED 8Y ARCHITECT, DAYS PER YEAR. UNIT SHALL BE MANUALLY STARTED AND STOPPED AT THE UNIT Q 1 ' C. ALL DIFFUSERS SHALL BE FURNISHED WITH EQUALIZING GRIDS AND OPPOSED _ MOUNTED MICROPROCESSOR CONTROL PANEL 1471 IYMpUCH ROAD • BLADE DAMPERS. •B. NORMAL MODE HYANNIS, MA ZIP CODE COMPUTER ROOM AIR CONDITIONING UNIT,CRAC-1, SHALL OPERATE AS THE PRIMARY DRAWING TITLE:�J UNIT AND COMPUTER ROOM AIR CONDITIONING UNIT, CRAM-2, SHALL OPERATE AS THE MECHANICAL SPECIFICATIONS ' SUPPLEMENTAL/STAND-BY UNIT. CRAG-1 UNIT MOUNTED MICROPROCESSOR CONTROL PANEL SHALL ENERGIZE SUPPLY FAN,AND THE STAGE THE REFRIGERATION COMPRESSOR • PROJECT NO,; 200727 NORTH FLOOR NO. OWG. NO. T T U I I TAl HAL EN I E & DE-ENERGIZE REHEAT COIL TO MAINTAIN HUMIDITY LEVEL OF 50% (ADJ). DATE: 09/20/07 USF: 5,006 SF/PP: 227 ITT2 M-1BI r DRAWN BY: P.P. UBS PROD. NO: 100194 { I CHECKED BY: R.A. WIRE CODE: U027 i SCALE: N.T.S. SHEET: OF L - - - - - - - - .J fi I e,F GENERAL NOTES I I 1 CONTRACTOR SHALL COORDINATE FINAL LOCATION FOR THERMOSTATS AND OFFICE OFFICE SENSORS WITH ARCHITECT �����111����"'"'"UBS I 236 237 2 CONTRACTOR SHALL INSTALL FIRE/SMOKE DAMPERS WHERE IT IS I REO LURED BY LOCAL CODES AND AUTHORITIES HAVING JURL$DIC1IONS. HYANNIS,. MASSACHUSETTS IN .. 3 CONTRACTOR SHALL INSTALL WIRE MESH SCREENS FOR ALL RETURN AIR OPENINGS. � 3 12 - 4 ALL DUCT WORK DIMENSIONS SHOWN ON PLAN ARE CLEAR INSIDE ,- 3904 OFFICE ..I r... ..... � ... � DIMENSIONS. 234 iIi FPB-. ';12X7 KEY PLAN T - 5 CONTRACTOR SHALL PROVIDE VOLUME DAMPERS AT EACH DUCTWORK TO SUPPLY AIR DIFFUSER. 1404 T FPS-6 6 PROVIDE TEMPORARY FILTERS FOR ALL RETURN AIR OPENINGS DURING / I�-I OFPB' RIOORO 50 FRB THE DURATION OF CONSTRUCTION. REPLACE FILTERS ON A WEEKLY BASIS. IL\VI 7 FURNISH AND INSTALL LOCAL DOG CONTROL PANEL WITHIN THE UBS 35 SPACE TO CONTROL ALL'AV BOXES & CONTROL VALVES ATC SHALL N' Bx CONNECT TO THE BASE BLDG BMS 8><,8 . . )p¢. 1104 1 I .1 Too - - _ _ ALL RETURN AIR BOOTS SHALL'BE CONSTRUCTED OF 60VNDLINEO t O .. ... _ - - SHEETMETAL ME) 5 LL HAVE A MINIMUM OF ONE 90- ELBOW. " FPS-4 T or'nrG :I 2 6:. .EBH-q. O f .� '�- ___y _ _ •B.. - I Bx8 O + 8 6 �P _B O xB O1 I _O B PROVIDE TURNING VANES ON ALL DUCTWORK 18"AND WIDER. 4 _ 8 _ B 6 O `1 d; FSD AD.-11'O 1 xto � � 'FPB-B'1 6 9 � Dx9 , Bx DP9i- 3 ,B - g, , =- a�x,D B 6'EF z B a2 DRAWING NOTES O ` I - - _ -- NMMIN.._....MwXrlrnrnW^ 90 II- 12x 10 B I _'T I ♦ J x I I 1, �01 10;.,1 1 __ x WALL-MOUNTED COMPUTER ROOM AC UNITS IN STACKED OI ' :' -- i "21 O '-E 1 O CONFIGURATION. REFER TO DETAIL ON DRWG. M-5. is 0 .. I 1 8 T _ - COORDINATE LOCATION WITH UBS COMMUNICATION OEPT. N AREA OF WORK •NWIK OFFICE 65L'- , . '_6 0 I •' 3 ... OIQx,CI ° x 40$ 7j 18D r --- •I Bx6 14z10 O FURNISH AND INSTALL NEW FIRE SMOKE DAMPER AT THE FRESH - IRS 231 .... VJ. FCB- 23D - I-' y _ <c _ � �. BOx � B 6 II 18x 2 L J I I AIR INTAKE DUCTWORK DOWN FROM NEW GOOSENECK ON THE o 111f Bx6 " ® OAF-1 SPECIFICATIONS FORNSEQUENCE OF OPERATION TO A/ PER SHALL BE MECHAN CAl SPECIFICA _ CT WORK A BY REVISION DESCRIPTION DATE 1D U ABOVE/UNDERNEATH UNDERNEATH MAIN SUPPLY DUCT.I< 1 t6x.16 E ®� ®140 _ .. FPB 7 ....DEFT AV 3 6' I<SD AO- F5® AD i ° ®° I ° FSD A2 3 I T VSD/AD-6 ' 5. �< 7 o co: O D VE/ N0. -- I DTITHE THERMOSTAT. THERMOSTAT SHALLENERGIZE ACTIVATED WHENEVER MOUNTED OFFICE - m :._ -'11564 .---.14-'- -- 1 i. j j 6.24x12 1 ',A+ A 5,24x12 - OTEMPERATURE REACHES 6D'F (ADJ.)AND SHALL DE-ENERGIZE WHEN VVV JJJ I ---_-_- D d x 21 4$,14 4 1 y - O a ',-1 1 1 O O SPACE TEMPERATURE REACHES 65-F (ADJ.). / 6 21t 'p 70z1� Q2 14 2B..rav dI 4_ 1 I i i. T : Bx6 .Vqy ]_,:.- - Bk6 D7 O9pxIB RETURN NR OPENING W/WIRE MESH SCREEN. JF HALL PROVIDE CLEAR LOCKING COVERS FOR ALL OFFICE. T ' 8 FPB_118x1 x6 1,4E r - �-,�� } b.,1 T'-' - - ---- I CONTRACTOR IN ALL PUBLIC SPACES.V _ + A--_ ;FSD/A0 - F - :�•: : 100 •4 - FPB-• _, :r,'1 N 1 0. 230 2394 FSD AD Bx SUPPLY DUCTWORK TO B .. _... . _ _. 8THERMOSTATS/SENSORS 125¢ O C � �; _ _ MODIFICATION OF EXISTING S Y RETURN MAIN D CTWOR E ¢ ♦ - ] -p� P"" 2504 1 z8 F$ 04b-910 4 6 12 0 . . � VATO ELEVATOR. - __V1 / i 0 �1 SD • .'lcl - '- HAFT .. a .... . FPB-. -1 x8 8 6 12. 0' .. :.1Dx12 yL .. :_ AC-1 � T ' �, PIPING PLAN NOTES OFFICE -�'•yI 112 ROOF _ AC4 �-5 i _9. ... Dx8 �: 7i L'7 ISO _ - :IIGJI RAC-1 �n 11 B" Sh- .v a �1.1., 5 T STAINL EL AUXILIAR DRAT PAN WITH WAT t304 200 ® .1004 ODO/OMEN 6y ¢ !i .0 .._ T' RAC-2 PROVIDE DETECTOR�FOR CELL G HUNGYAC &NWALL MOUNTED 00¢ REST �� `9 3O0 nz 205 -T CP-1 O CRAC-1 &2. PAN SHALL NEXTEND MINIMUM 4.ON EACH E noon-0`.... .. ' J .1. .RDOM,2504, :c:... _ - - -T -2 '-� ..,.. " � 1-1/4"CONDENSATE DRAIN LINE TO SPILL OVER SINK IN JANITOR'S t - 'F 3004 CP 1 CLOSEl.000RDINATE ROUTE WITH BLDG. MGMT. 1 IT 224 7 200,pQ REFRIGERANT PIPING 10 CONDENSING SECTION LOCATED ON OFFICE OFFICE OFFICE I THE ROOF. COORDINATE ROUTING WITH BUILDING MANAGEMENT. I - 1. 1 n.o.0 WORK IN NIC AREA SHALL BE PERFORMED IN AMER HOURS OR WEEKENDS. COORDINATE WFFH BLDG.. MANAGEMENT. HVAC SYMBOL LEGEND EXISTING DUCTWORK NEW DUCTWORK 2 CD ADDENDUM b 1 11 02 07 TIC," MOTORIZED DAMPER 1 CD ISSUED FOR BID 10/19/D7 MECHANICAL PLAN J VOLUME DAMPER N0, BY ISSUED TO DATE CABLE OPERATED VOLUME DAMPER FOR INACCESSIBLE CELING SCALE:}^=1•-0- - ® NEW CEILING DIFFUSER az B - _a CLIFFORD DIAS P.E.,P.C. '�..le 0 1 I m NEW CEILING RETURN GRILLE CONSULTING ENGINEERS i 90x18 i F 1 I ♦ .,1 I 1 i 90.15 I ^�"— NEW SUPPLY LINEAR OFFUSER Ili 7 Dey Street-Sulte 1601,New Yak,NY 10007 1 1 z Ida -_-__-_ _Y= ; ; Tel:212.608.4811 Fex:212.267.0622 NEW LINEAR RETURN GRILLE E-ffmll:Mall@DlasEng.com NEW VAV BOX W/ELECTRIC REHEAT COIL 4,DRAIN Off -_-= O PSI NEW FAN POWERED TERMINAL BOX W/ELECTRIC REHEAT TP O NEW WALL-MOUNTED THERMOSTAT 1 T .'. '. ',I —OL c7 4 y O i i - ._ EXISTING FIRE SMOKE DAMPER WmN ACCESS DOOR GDS 0 1 I DRA'y EF$D/AD M, Qi 353 GEORGES ROAD I VAT ELE VA TDR _ 42x 14 - OII 70x14 Ij O 62x16 T 1 I T,' NEW FIRE SMOKE DAMPER WITH ACCESS DOOR ' L Y.'ORAL 'AFT 'MACH .. AC-1 1'DRAIN .---.-•.--....--__-•a ca__c __-- _ 1 T 1 1 _ 1D _ _ - L 1 FSD/AD DAYiON, NJ 088 —� 732.274.9540 .'ROOM �� O 1t .'1 1 j 1 T O 732.274.1372 FAX CONNECTION OF NEW WORK TO EXIS7INC a �M $+- •-`41 J ��..,/ i':� ® AN INTERgR FACILITY PLANNING SERVICE 2 H-- J Q %RAC 2 0 tf-V4 Li _i• O NEW WALL—MOUNTED C RSON DIOXIDE SENSOR .. i'i a ..VAT ELEVATOR "MACH. RETURN AIR FLOW DIRECTION EN'$ ROOM.. _ S An ENE__ _ FEN _ OM 71 ZF:J^� + SUPPLY AIR FLOW DIRECTION OMENSIDNS AND COMI Ol AT JOB SRL AS WEU AS EUINW MM CODES AM NEOMATONS P.M 10 ST - _ tOzt2 1-+ :A THFwamurnE AXA1 w woligavn AM.xm M�oMeNaas snuP ac m ms�sxLn roF IS �ieRr nw or sn - WOW.CONIRACtpR 6 RLSPOL69F Fqt CCERECINF M SAME AT H6 O.A.O'DI CWIRACIO.IS R[S!'l IIIIIIIIt •.� F OF 00 C6 WIiLTIXO WRH XL COS 161RUOIOFI AIRS SAT OF 1OIS OR N1Y ME,R Ix-M IS • ® ® f�,CFM CUBIC FEET PER MINUTE FOR MUV<roRI:CD. OMEN 6 -''yH �11' NEW CONDENSATE PUMP i I .'REST - - PROJECT NAME: =• 1 - —CLEARANCE REQUIREMENT MOUND NI7 rT�� _ ,. RO CIEARAN R lr r� M D u • ®_ NEW CELING-MOUNTED HEAT PUMP AC UNIT V✓l� E 1471 IYANOUCH ROAD ` j _ I CLEARANCE REQUIREMENT AROUND UNITHYANNIS, MA ZIP CODE X NEW WALL—MOUNTED DATA ROOK AIR CONDITIONING UNIT TITLE:T MECHANICAL PLAN MECHANICAL PIPING PLAN 2ND FLOOR REVISED MAIN SUPPLY/RETURN DUCT WORK � EF-# NEW CEILING-HUNG INLINE RETURN AIR FAN PROJECT NO.: 200727 NORTH FLOOR NO. DWG. NO. SCALE: 1F 4„ EDH-� NEW ELECTRID DUCT HEATER DATE: 09/20/07 WORK TO BE PERFORMED BY LANDLORD. RCP-j NEW RADIANT CEILING PANEL USE: 5,006 /l ///��� L ��_/` I / I I �EBH-x NEW WAd M1NTED ELECTRIC BASED BOARD HEALER SF PP, 227 I Q - DRAWN BY: P.P. UBS PROJ. NO: 100194 T , CIRAp NEW RETURN AIR OPENING WITH WIRE NESM SCREEN CHECKED BY: R.A. WIRE CODE: U027 I I SCALE: SHEET: 1/8"=1�-0" OF I I L Y Y� y. r - - - - - - t ' I GENERAL NOTES I I 1. PROVIDE ROOF CURB SUPPORT AS REQUIRED, THIS T ro^�1 CONTRACTOR SHALL HIRE LANDLORD'S ROOF CONTRACTOR TO V L a REPAIR/PATCH ROOF AFTER INSTALLATION OF l EOUIPMENT/PIPE/DUCTWORK IS COMPLETED TO MATCH EXISTING CONDITIONS(TYP. FOR ALL EOUIPMENTS). HYANNIS, MASSACHUSETTS INSTALL NEW GOOSENECK 14.11)DUCTWORK ' ON ROOF FOR FRESH AIR INTAKE TO 2. GENERAL CONTRACTOR SHALL HIRE STRUCTURAL ENGINEER TO _ SUPPLEMENTAL AC UNIT,AC-1. DETERMINE THE PROPER SUPPORT NECESSAR'f FOR NEW ROOF COORDINATE FINAL LOCATION WITH THE TOP UNIT, a LANDLORD PRIOR TO COMMENCEMENT ff OF WORK. KEY PLAN RRM I I I / I O� MAINTAIN. UFACTUR S RECOMMENDE / / / / �IalNllll�—,. - ---�CLEARANCE R EACH RfOR'CONOENSIN UNIT.. .. REE TO ED' N M 4 FOR'PHYSICAL N AREA OF WORK NSION D )PER G WEIGHT. / // REFER TO.M_5 FOR UN4T_ PPORF DETAILS:' I . \ I \ RT -1 I. RTU-2 \ J L.JL J I _ LJLJ I `\ \\ `\ \\ \ N0. BY REVISION DESCRIPTION GATE ___ \ \1 \� I — —L .ACC-.j .. CC .1- \ \, / EXISTING ROOF TOP AC UNIT. // / v to,, Sc 4 1 {l EXISTING ROOF TOP AC UNIT. 2 CD ADDENDUM 1 11 02 07 1 CD ISSUED FOR BID 10/19/D7 ROOF PLAN N0. BY ISSUED TO DATE SCALE:}'=1'-0" CLIFFORD DIAS P,E.,P.C. CONSULTING ENGINEERS 7 Dey Street-Suite 1601,New York NY 10007 Tel:212.808.4811 Fax:212.267.0622 E-mall:Mall@DIesEng.com ■ GDS . / DAY CEO NJ D ROAD 732,27, NJ D8810 732.274.9640 ■ 732.274.1372 FAX AN INTERIOR FACILITY PLANNING SERVICE ME ABOK 06xRIS MD SPEC TIWS ARE ME PRWEM OF GO&COI OP IS RESPOtSME FOR MOOK ILL DKIISUNS MD COMRDNS D IW WE,AS KLL AS MI1.01%MIS,CODES,ID REG IL017 S POW TO m.ON Au LaAxlx3 A,D OwENSAN6%MIE at o 0 HIS x,II mb . m rASOc 15 ES OW FORA.C FMO WITH 5 I GEES OOKSII�E I COR NVES.111E OF ES N6 PNI DPCxSE.OMERVCIOR IS iI SPOxSEIE FOR WLPLnxc NRN ALL WS Cp41RIL'RR1 N01ES.1.6!OF 1MY D[SDNS FOR Afll OMFR PURPOSE IS • UNAUROROEO. PROJECT NAME: r BS 1471 IYANOUCH ROAD HYANNIS, MA ZIP CODE DRAWING TITLE: MECHANICAL ROOF PLAN PROJECT NO.: 200727 NORTH FLOOR NO.7 DWG. NO. DATE: 09/20/07 USF: 5,006 - 2 M-3 - SF/PP: 227 DRAWN BY: P.P, UBS PROD. NO: 100194 - CHECKED BY: R.A. WIRE CODE: U027 - -- SCALE: SHEET: OF L — — — — UBS' HYANNIS, MASSACHUSETTS RADIANT CEILING PANEL SCHEDULE LINEAR DIFFUSER SCHEDULE UNIT OMARK ELECTRICAL DATA LOCATION CONTROL SCHEME NO. MODEL b WATTS VOLT%PH AREA OF N0.OF ACTIVE SLOT CFM PER i1.' ANEMOSTAT USE KEY PLAN Z1 SERVICE SLOTS LENGTH WIDTH MODEL RCP-1 EQUIP ROOM QP751 750 120V/18 THERMOSTAT 'SLO-1 SEE N-Z PLAN 1 AS PER PWJ 1.9 70 - FF-I50 SUPPIY RCP-2 EQUIP ROOM CP751 750 120V/10 THERMOSTAT NOTES ' 1.SLOT LINEAR DIFFUSERS'PLENUM SHALL BE SUPPORTED 8Y BUILDING STRUCTURE. 2.PROVIDE PLENUM FOR LINEAR SUPPLY DIFFUSER WITH 1/2"TMCN$OUNDLINING. 1 NOTES: 3.ACTIVE LENGTH FOR LINEAR SUPPLY OR RETURN SHALL BE AS PER DWG. 4:FOR DRAYWALL CEILING PROVIDE MODEL FFBF-150. ' S; 5. FOR LAY-IN T-BAR CEILING PROVIDE MODEL FES ' 2. PWOVIOE WRH ACCESS MOUNTING FRAMES AS REOUIERED. Q • •M ELEC. BASEBOARD HEATER SCHEDULE DIFFUSER SCHEDULE; NECK MAX. FACE ANEMOSTAT HEATING VOLTS/PH WATTS BTU/HR .:LENGTH BERKO SIZE CFM RANGE NC SIZE MODEL I rt UNIT MODEL CD-1 6,0 UP TO 100 25 24.24 PCL EBH-1 i20/1 1000 3472 48" - CPLAS4250 - CD-2 8"W 100-225 25 24.24 PCL 4IINN EBH-2 120/1 1D00 3412 48° CPLA54250 CD-3 7 10'P 225-350 25 24.24 PGL - S1.H co-a 12'a 351-500 23 24.24 PGL �N AREA OF WORK 1,HEATER SHALL BE REQUIRED PROVIDED WITH UNR-MgHNTED THERMOSTAT.DISCONNECT,THERMAL 1 Y/\-/\-'IFr�\-/\} CUTOUT AND Al REQUIRED ACCESSORIES. NOTES: 2.PROWDE UNAMBIGUOUS LABEL FOR THERMOSTAT TEMPERATURE ADJUSTMENT. 1, FLEXIBLE CONNECTIONS TO DIFFUSERS SHALL BE SAME AS NECK SIZE. ' CUTDUT AND Al REOU IRED ACCESSORIES- 2. ALL DIFFUSERS SHALL BE ALUMINUM. VAV BOX SCHEDULE NO. BY REVISION DESCRIPTION DATE EXHAUST FAN SCHEDULE AIR VALVE ELECTRICAL HEATING COIL TAG CFM RANGE(RATED) CFM REQUIRED INLET - CAPACITY V/PH OF ' N0. SIZE NAILOR REMARKS FAN DATA NOMINAL ELECT. DATA MAX MIN MAX MIN KW STAGES (IN.) MODEL VNII JLHVK;E MOTOR OPERATING' MANUFACTURER/MOOFI: NO. CFM ESP(IN.) RPM V/HZ/PH HP WEIGHT(LB) GREENHECK VAV-1 1,000 150 735 22D 2 208/1 1 8 3GRE NEW VAV-2 710 TOO645 195 2 208/1 1 ] SORE NEW EF-1 PANTRY 217 20D 0.125 1/30 1550 115/60/1 25 SO-70-D VAV-3 5DO 70 330 100 1 120/1 1 6 30RE NEW EF-2 ROOM 213 20D 0.125 1/3D 1550 115/50/1 25 SO-70-D VAV-4 500 70 325 115 1.5 120/1 1 6 30RE NEW VAV-S 500 70 366 120 1.5 120/1 7 6 3GRE NEW VAV-8 ODD 70 345 105 1 120/I 1 6 JOKE NEW OF Ao C VAV-7 310 45 290 140 1 1.5 1 120/1 1 5 JOKE I NEW VARi. FAN POWERED BOX SCHEDULE DUCT MOUNTED ELECTRIC HEATING COIL SCHEDULE i PRIMARY AR FA14 ELECTRICAL HEATING COIL RATED CFM CFM REQUIRED ELECTRICAL DATA DUCT SIZE(INJ INLET TERMINAL UNIT ttPE OF ELECTRICAL INDEECO MARK MAX MANUF. MODEL BOX TYPE REMARKS CFM kW CONTROL THERMOSTAT V PH HZ MODEL REMARKS SIZE SIZE CAPACITY N OF NO. WIDTH HEIGHT / / MAX MIN MAX MIN IN CFM MOTOR HP V/PH V/PH/HZ ( ) (KW) STAGES ED4-1 14 t0 360 S.D 2 STAGE DUCT 208/3/60 OLA NEW ae, FPB-1 /000 150 830 250 8 3 830 1/2 - 120/1 5 3 208/3/60 NAILDR 35SEST SERIES NEW , FPB-2 1000 15D 480 145 B 3 480 112 120/1 3.5 2 208/3/60 NALOR 35SEST SERIES NEW waG'Y' FPB-3 500 70 355 110 6 3 355 1/2 120/1 2.5 2 208/1/60 NAILOR 35SEST SERIES NEW FPB-4 1000 150 665 200 8 3 665 1/2 120/1 3.5 2 206/3/60 NAILOR 35SEST' SERIES NEW OUTSIDE AIR INTAKE FAN SCHEDULE FPB-5 14J5 ZD5 11,145 345 10 1 5 1,145 3/4 120/1 7 4 200/3/50 NAILQR 35SE5T SERIES NEW FPB-6 500 70 JBO 120 6 3 390 1/2 120/1 2.5 2 208/1/60 NAILOR 35SEST SERIES NEW 70 400 120 B 3 400 1/2 120/1 FAN DATA NOMINAL ELECT, DATA FPB-7 500 2 1 208/t/6o NAILER 35SEST SERIES NEW UNIT SERVILE MOTOR OPERATING MANUFACTURER/MODEL: FPB-B 500 ]D 4411 135 6 3 440 12 120 1 NO. HP RPM WEIGHT LB GREENHECK 2 CD ADDENDUM #1 11/02 07 / / 3.5 2 208/3/60 NAILOR 35SEST SERIES NEW CFM ESP(IN.) V/HZ/PH WEIGHT(LB) 1 CD ISSUED FOR BID 10/19/07 NOTES As OAF-1 AC-I 420 1.50 1/2 1725 115/60/1 75 BSO-80-5 NO. BY ISSUED TO DATE , CONTRACTOR SHALL PURCHASE DOC CONTROLLERS FROM THE BUILDING ATC VENDOR.DOC CONTROLLERS SHALL BE MOUNTED IN THE FACTORY BY THE UNIT MANUFACTURER. 2.FAN POWERED BOXES SHALL HAVE ECM FAN MOTORS. CLIFFORD DIAS P.E",P.C. CONSULTING ENGINEERS AIR-COOLED SPLIT SYSTEM AIR CONDITIONING UNIT SCHEDULE 17Dey Street-Suite 1601,New York NY10007 INDOOR EVAPORATOR UNIT DATA OUTDOOR HEAT PUMP UNIT (95'F DB CONDENSER EAT) CDOLING HEATING Tel:212.M.4811 Fax:212.287.0622 UNITONS COIL E,A.T. ELECTRICAL DATA AUXILIARY ELECTRICAL DATA CAPACITY CAPACITY E-mall:Mall@DIasEngMmm DESIG. MIN. EX PHYSICAL OPERATING PHYSICAL REMARKS MANUFACTURER TOTAL O.A. S.P. FAN FAN FAN HEATING DIMENSIONS MANUFACTURER SEER MOTOR WEIGHT GF/CU & MODEL N CFM CFM (IN.WC) SPEED 'F DB 'F WB HP VOLT/PH CAKWITM L%W%H{IN,) k MODEL({ VOLT/PH (MIN.) CFM HP (CBS) LxWx HDIMEN51(IN) MEBH TMBH 'O DB MBH AT TOTAL NO ACC-11 4TEC3F36A 12D0 420 0.40 LOW B0.0 66.E 0.33 230/1R 6 21.0 x 45.E z 21.5 gTWg303fiA TRANE 230v/10 13.0 1200 1/4 245 34,25 x 37,25 x 37.125 26.4 34.8 6' 34.6 NEW NOTES 1 I - 1. COOLING CAPACITIES ARE RATED A 91'F MBIENT OUTDOOR AIR TEMP„AND AIR QUANTITY INDICATED ON SCHEDULE. Al - ■ GDS 2. PROVIDE MANUFACTURER RECOMMEN CLEARANCES FOR UNITS. NO EXCEPTIONS WITHOUT ENGINEER'S APPROVAL. ' 353 GEORGES ROAD 3, PROVIDE NEW FILTERS FOR AIR HANDLING UNIT. Q ❑ DAYTOIN, NJ OB810 Ta. 1 ' 73227a.95a0 5 R EFER TO SPECIfICAT10N M FOR OTHER REQUIREMENTS.. ■ 732:2 T 74.1372 FAX 6. R D A ILA L AL AL A ING HNC OL 0 NI 1� AN INTERIOR FACILITY PLANNING SERVICE SPLIT-SYSTEM AIR-COOLED DATA ROOM AC UNIT SCHEDULE ME ABOVE DEMINS AO SPECFKATWS ARE THE PRDPEINIY OF m4 MNTWCIOP IS RESPONSI LE FOR CM MM ALL ITT EVAPORATOR UNIT DATA(INDOOR UNIT) CONDENSING UNIT DATA(ROOF MOUNTED UNIT) cowTR�u..AL.-AN-A.SITE.OB DxSUs AS .P M-1pP ro n�awv.N„a a SAP WORM,CONTRALTpH 6 Rf9016BLF T1:R CORRECTING THE SAME AT H6 ONN EXPENSE,WHIT CIOR IS RE PW6BLE NET CAPACITY DATA®LOW FAN SPEED FAN DATA REHEAT DATA COMPRESSOR DATA TOR COMPLYING WITH AL MS MNSMUCTION NOBS USE W THESE DCSFRS sOR ANY OMEN K-M 15 + UNIT ELEC.SUPPLY ]2'F DB 50f.RH UNIT UHAUDORIZED. LIEBERT WEIGHT ELEC.SUPPLY _MOTOR FACE AREA ROWS OF LIEBERT WEIGHT REMARKS NO. (V/PH/HZ) SENSIBLE(MBH) TOTAL(MBH) CFM MOTOR ESP �PE KW FACE AREA ROWS OF MODEL (LB) NO,(HP) (IN) (FCOIL (V/PH/HZ) (HP) (FT2) Goa MooEL (LB) PROJECT NAME: CRAC-1 208/1/60 14.3 16.0 750 016 030" E 2.7 OME020E-PO 230 CRACC-1 208/3/60 1/5 4,1 2 PFH0T04-PL 200 NEW iTO[S CRAG-2 208/1/60 14.3 16.6 750 0.16 0.30" ELECTRIC .2.7 2.4 4 DME02DE-PO 230 GRACE-2 206/3/60 1/5 4.1 2 PFH02CA-PL 200 NEw Vi7A7 1471 IYANOUGH ROAD NOTES. HYANNIS, MA ZIP CODE 1 INDOOR EVAPORATOR(CRAC-1 h CRAC-2)PHYSICAL DIMENSIONS:46-1/2"W x I i-7/8'0.x 32"H, DRAWING TITLE: 2 OUTDOOR CONDENSING UNITS(CRACCH 8 TINCRACC-2)ON PHYSICAL DIMENSIONS:40'W x IB"D x 23_1/2"H. • MECHANICAL SCHEDULES 3 PURCHASE CRACC-1 &CRACC-2 WITH BUILT IN CONDENSATE PUMPS. ' • PROJECT NO.: 200727 NORTH FLOOR NO. DWG. No. DATE. 09/20/07 I USF: 5,006 2 M-4 SF/PP: 227 _ DRAWN BY: P.P. UBS PROJ. NO: 100194 I. CHECKED BY: R.A: WIRE CODE: U027 SCALE: 1/8-1-0.- SHEET: OF L 1 RIB. wmI DDd K D�m� y, T���\{C NOTE: V L S ' W x NSLIUIED,rIIXIBLE pUCT ONWID REN DNSDUTCD.TLE%IBIE O{CT D $HELM METAL DUG[TO OUNSEF I FmY 51ER MRAL DUCT 10 OrTUSDi Y ��gLDFSSEET ��DTM�1er , F j' HYANNI , MASSACHUSETTS r TRAP FROM I� iY pDJEE�pUC� e.e--� F _ ,m�.umzOW�HAIV�E% � 11EKNEI WC, -� =_ TrNr N INSULADON. 1�uA%IMVM -' 45 vx0[rM[-Oft B,e , to wMIN rNECK SIZE (INCRWE AB NEOUIRED ie� "'{• W _ ePWcx oucT iDCVIw:OWOmNix D TO CONNECT FLLOBIE PIN onwL D'1 RBxIeLc Ducr I-KEY PLAN MCONNE T REOU D i0 .w�IWC �NY.GI S�SED�UY-IN STYLE DIFFUSERDUGI CONNECT fLEx®LL DUCT 11 ' SHEET META.CEILING DUCT F .( O,E ON W sIER uRAL DucT dRle[N I' ' NoTM AIN Ow SUPPLY AR�/ �pr'RrIAjSES-� M . . ORECTON OF WHERE HE OOM PERMITTED(Re D)CONNECTION TO DIFNSER SHALL PL[WN ff0% I.FOR XOVSINO,JOINT.AND mTAeS AT DAMPER ND v0!FLOW BE A $N DNN. SUPPLY MR �'a °0m TVRrvIxG vNICS.SR SOVO UwNC 10Y5°K:DFTAIS. H ! ? ].RORpFA TYPE SHALL BE COORDINATED WIT{N_ARCHITECT, y QETAIL A' 2.,"T LESS THAN TWO PINS ON EACH rA<E OF DUCT. 1 DUCT Taco-OFF DETAILS . MS L,2 DUCT TANG-OFF DUAL 2 Ni. .) DIFFUSER CUNNECIIDN DETAIL V t j a, 'a bllt'TAK[--OFF TD PLENUM BDX DETAIL,,I,T{.. �(� {. h INN I A A �. __— -__— I �--' � ) DV�'IYORK I$DV NOI G NST L LTK'N OET I51 Nis L' Y (' DUCT FUOW ' M1 LDDIIKC U!C PanN)h05-'= 12 Rf ! iI :1n•N 'Y 'h (/. ,. y �.7 //,13/Bt$0 RIDD. y FE rY.' Ilwc[N Noo ]. EAN✓ .. / 1'K :I 7 — ; :9. _ .GLANP. I.6. / ENU BE RING f'; ` _ U• __—, v1 n : N„NP.INm —'� 11 1 1 --• ti_ tTl—' ,. `I �IoulxD xll "fl T Dut'r t dI, 4''i' I° �x I1IIr. �^ ,R,EYIBLE DUCT .SURPLr ,L ,,� see- \ �'1/� ;�' suworrr xui. .owRLLaRU"xamsxm ON •�. 1: tI ".. 1 RRPYIE DDO l_ (I . ./ iY ,• `-W 1lD CIMS (rroCK) a ROE, ,oIMYP Y. p c-r:) '+xIINi+ IrENxw Y L `nxlal,rol�xy"oYxmox L �,. `�d.' y •N �RD Imx IISIUTroN Iw{c[N "I mnR.crlrT[o . .. •.i `I J,/Y nP (iO}—T-- NOT N x Mrs..room 'L r r - a/e'ROD wL r.`uhr. -TweEaD N { - ( �xr ` I AREA O!FWORK ° i, i wtxc cDurNc MP) i f vwLr��ro SH HAioixNlAc a8 I�WP K .m NmxD WA,mDx tNII.9. I' 9Ru"a�IA`I¢rWOIA,w ROUE wcr HAND DAMPER WRN RRW S ANG[R) . 1 LDCKNO LL6 toff I1n[OWL MM NF IURNNC vMF. LOCKING TYRE MDIGITOR 1 EN LNG(SCE GPM }.uArnuu UNSLN 0_.TPAuf LENGTH ro E Ae'. `A,I.— M IPAM.rRNx CUADPANT .h N0. BY REVISION DESCRIPTION DATE A.1Svp_6'wnBePoSx"x�,q}p�Fo�[DcxvU1%F¢E uBAy�E �r�°EIBw �• CONICAL OR BELLMOUIH 1=1"E^' = 9•'xDi'�rIO Dx D6¢x DmanxD Wr[N SP[<nIWiY ^',, N,.�(>f�,a^^c' 'r �"wa� •Im'o F'rzD n,NmrY uxr wwcluvl Ao "M VOLUME DAMPER �..IYA-Dro) _ . IwA W elm a.,K,,.•,m r <iASENxc 6 TURNING VANE DETAIL FOR MITERED ELBOWS NTS 7 VAV/FPB BOX'CONNECTION'DETAIL NTS B FLEXIBLE TO RIGID DUCT CONNECTION DETAIL NTS 9 LINEAR SLOT DIFFUSER MOUN71NG DETAIL NTS [0 PIPE HANGING DETAILS NTS -wlwfinxS NcuO 1"v.gPAPEE N;.,... ..!elfM ANN.1• ..,cRORrEEgM[Trz[D ND1L• RESTORE ALL FMCPmdFINC 10 C •bO.L ILOON AND BEM{AREA U rt IS MUm. wId .S �-m ] j DAnIDG RW _9D[5 OF`" —FOR CULT SZC SEE OGMILE NJTTIO SAB NECNANYAL DNAMxG ARNm S,OI [t rtpDK WASHER r_ DYP 4 / vWCD Rm4 RR q xBOATFO uRAL mP[ � SPOT WELD(TYPICAL) '.l NOt n _D/a'TH{EAO)ED 111111 ROD daomNG SpI1�D<DNC[R WRE W CxANANx[L (ttPILI1 OFIl.�O1R SwI1H[IfHFOANUi IbUUPIPE m ( ESeED) L SCREEN )-r vY..'l MESH LEJ+ Q -` L SGREEN I. CONCRETE FLOOR SECTION VIEW CONCRETE WALL SECTION VIEW _ eW I` /-'�� REramCRwNT / __CN. PRINCK 4] ONDENSATE Pµ 1 v XEv�NE SOUND LMNG / TW.lm N. LJ`x—RCSEAYVNwrasvxw n"PF s�s °P w�7 Dw aF"E.1x[uvDwx rxwlA°vAa Is a/i • RR. ouA IK IN AC01pxCE Mlx T.ryuwwc nlgf; L^P) P x m�iN fwail R tl9dlTBB _ L FO SOM CO•[RM YMLLY. THE ONRK NO E rE TEM IN THE NNL MNI I Na1PC NATENIft NIA TER LL [[ ON-K SEE O,M CANA(I—TO Ory e10GAAR IaE-NRm I ANC). A• •I A ..(W TO UI I(1YPIGl)L OLT D.PENITNAnoxs—%E—A'ED ON IMEK SDES, S[IE I£4IrO GNXK Sx of VStO DN ALLfkt ... AINODNF AN LL OTPCAL) O.1p.Tr xowzINNAL EUAACR M.ASIN c-e M,aTR)TWm1c,cr sP u IeaaI:TIM cL�msAlu,m.r~oR rx EPENAH. AumMNv dwx PAN u.M Ir.roc,xe•DD",.DMaxL i • 11 AIR 1RANSFER DUCT DETAIL NT5 12 AG UNIT HANGING DETAIL HIS 13 ROOF-MOUNTED PIPING SUPPORT DETAIL MS 10 PENETRATION FIRESTOP FOR MSULATED METAL PIPE THROUGH A CONCRETE FLOOR OR WALL DETAIL MS I AD GINENsa[DRux ADIDORr NADA WNL �`�"� „K 1. glum COLRO• cclLNc 7 - SDU D ABSORBER R PE m` S x / 0—LINE t2xB v0 B® (sNxL E s mfAR ra saPNo sMx �• L "^e' NciR{[o�—oucr M"(NSD4° WT�ie G _I NDDEL#SS mY r� Mn x...A. / ab¢x E.s ;4'.T"ox°°IN}e:Tm'D 0R A-¢:Avx`C d I 2 CD ADDENDUM t I t 02 07 x CUNED DUG[RLSE ® swa7TE�mDM <,� e• " ,�• rr lw.N r•.m „[I°VNRmD oar ANa I}XB tz.to 12.8 .•NK lzxe 1 CD ISSUED FOR BID 10/119E07 crLA�_2 eAx rwlxc �yN ,�f�l 1�2xErI� 12�s K q I N0. BY ISSUED TO fTYP rTML]I no. O n N�r o�¢isim m.w.,v�n _Jr-Y 12%BLUR NECK SIZE-" A — e,w MIN, WLT[N ETELTNN ° e0 DA.•x PAx MTD DCTECTON O'<r r ,m m Mexx Don•••••m T?%D�� T - FLOOR oana•'o'"•'K a IRON NxxAry ' --5--� Yxx xpTF I CONTRACTOR BNALL PROMO[NIrOONT MI•a AND SOUrO AIA A, NOTE: I.U"nS SwIL E-u,,O ON arOORF PACKS AS SWNN. 'F "�_ 12%B t}xe tB%1 2%B A 1� tfi%10 (rmxr YT[M (S2 KW) �•R E �x� x w m DUST RED 12X8 �--t 12xe 13%e) ro AR oLllxl CLIFFORD DIAS P.E. P.C. CONSULTING ENGINEERS 15 COMPUTER ROOM AC UNIT HANGING DETAIL NTS 16 FIRE/SMOKE DAMPER DETAIL 17 GOOSENECK DETAIL M5 18 HVAC DUCTWORK DETAIL NTS 7 Dey Street-Suite 1801,NewYorK NY 10007 Tel:212.008.4811 Fax:212.28.OW tl°1E RO5fON[°1L Fm:r,"m0i1 TD E�II:Nall@DlasEng.com sLAe AxD ewA aT[R s Huuc. DRAN CONNECTION T 1/4•FPT MINIMUM) AUXILIARY DRAIN PAN TUE O RUN UNDER PIPING PIPE CDINTERilgSH TEE CONTINWUS W[IL ID PIPE - DFAN PAN CLEWROUT PLUG ITOLT RAC N0OD BY IDP CUNES -- DROP SEE ROOF NET' DE BE-MUST FLASVINO W R00{TNG 5� J 111"=LCC BE MAN LEVEL GOx,NAGIOw IaxWM Of A-OCHCS •RED fnPNeO GDS (MIN.n of MAN PPN T,wAa[D . AMEE Y.:DI-ANN E PRESSER[OF TAN WATER PIPING J L Am y a�) cllwr¢'L D 7 wD• DAY GEO NJ 0 ROAD NmE:1'MIN.DRIP REQUIRED ` ` � _ r•x.rm wWcm ----- DAttON, NJ D881 p USE OF SraH0AR0 FIFTINCS SHOWN EXCEEDS THIS MINIUUM FYN SEENCI., —� 732.274.9540 RETURN —— tops '.O P.C.F.f BEND BOg3: �cmo Sx M AF NSA.aTx1N.SEAL \�.._ _ 732.274.7372 FAX ALLOW SUM IENT SPICE BELOW WATER DETECTOR a °"v oN[O)cN - O De'01aIrETW.WTER EIBDW. lDP R BOROY w/ DUCT THRU ROOF GRAM PAN FOR TRAP 2.PITCH DRAIN FOR PROPER RUN-Off I. R RLSNUEIHr uvLxlNr. ■ AN INTERIOR FACILITY PLANNING SERVICE 3.MANUALLY PRWE FILL TRAP BEFORE SHER NRAI.SLEEVE START-UP TO FORM INITIAL DRAIN SEAL IEpeIE fOxx[CION �— A,SUPPORT LENGTHY DEAN LINES TOEiArRi(iYPGI"OOwIr PPEVFNT SAG AND CONDENSATE OVERREw I.IN VT PAS UEVER CONDENSATE DER N UNE AND DESIM WATER LINES _ __ ME IBWE Df9CMS AND 51SC(KATDNS ARE THE PROPERTY OF ODS.CONIRINOW 6 IRSPONSKE FOR CIECKW AIL —— DKNSONS AND CINDEND6 AT}W STIE,AS WELL AS MW IMM CODES Wo REGLUTONS PRIOR TO 19 OE NN WATER SEAL PIPING-BLOW--RU VNIT NTS 20 AUXILIARY DRAIN PAN UNDER PIPING DETAIL NTS 21 PIPE PIERCING ROOF DETAIL F NT5 21 OUTSIDE AIR INILNE FAN HANGING DETAIL NTS 22 O fl THHU ROOF DETAIL NIS P)rvSmuGnO AIL CIL�A—Am ONNENN9°NS S D E—Nm MTN GD6— o I—EN,I YA NORA.CONTRACTOR 6 RESP0169E ME CONIECFNO THE SAME AC H6 OWN EXPENSE.CONTRACTOR IS RESPOMS811 _--x_-----_ _._.__._._____--.—__..._�..._.__.__.-.__--__._ MET OQNRO[O6 WITH 4t ORS CONSTRICTION HORS l6C O THESE DESIGNS FOR ANY DHER PlBNOE IS r EXPANsroN-BBLT - PROJECT NAME: rro� ---- / SLAa BOL7E0 V� 1471 IYANOUCH ROAD BEAM HYANNIS. MA ZIP CODE BAND IRON A 1'A 1/8'MIN.(OVER 2 ROAR EA) —_ DRAWING TITLE: �`T MECHANICAL DETAILS SELF-TAPPING J PROJECT NO.; 200727 NORTH FLOOR 110. DWG. NO 1"A I/16•MM.(UNDER 20 AREA) _-- DATE. 09/20/07 _ — NOTE: ��� FOR DUCTS OVER ND WIDE } Y USF: 5,006 2 TURN&MD OVEN UNDER BOTION OF DUCT AND FASTEN - _SF/PP; 227_--- 23 DUCT HNJGMc DETAE NT5 24 -- NTS _DRAWN BY: P.P, UBS PRO). NO: 100194 I ' ---- CHECKED BY; R A WIRE CODE. U027 .. SCALP -,__1)8 1 .o•• HEET OF L -- -- - — �Y. .- — A o I , , UBs HYANNIS, MASSACHUSETTS I . ...._.._. - ... C.W. SUPPLY TO ._ SYSTEM SEE PLAN .. ..., ,.. I. i KEY PLAN _K 2°W ONI H.W, SUPPLY TO MAKE "CW UP TO 1YzY RISE " FFEE MAKER k4"H&CW :I - SYSTEM SEE PLAN , DROP FOR CONT. R ,. REFRIG ATORJ n1l" EWH-1TER FILTER 'RUUD"EGSP15SHUTOFF VALVE 7APURE15 GAL 3KW: 2" DEEP 20 GA. GALV. (TYP.) 208V/10 DRAIN PAN W/ALL1131 *-2 ' EXPOSED EDGES HEMMED 3'W IN 1ST TEMPERATURE AND =, FL CLG i)„ - ...... PRESSURE RELIEF ALL THREAD VALVE a1NINR - INRN11 ROD - i 1 � PIPE DISCHARGE FIRE RATED I TO MOP BASIN OR *N AREA OF WORK FUNNEL DRP1N PLYWOOD SUPPORT O UNDERCOUMER SPAN CHANNEL IRON /7 3/4" DRAIN PAN PIPING TO 6" ABOVE NO. BY REVISION DESCRIPTION DATE I MOP BASIN OR FUNNEL CHANNEL IRON DRAIN UNDERCOUNTER - I. ❑ HOSE END DRAIN VALVE I WITH CAP AND CI-IAIPJ - MEWS REST ELECTRIC WATER HEATER PIPING DETAIL N.T.S. - ROOM /. "3 2"V.$,CW E EVATO ELEVATOR C NNECT TO XIST. V;CW LIN S IN MACH'. HRooM. HAFT R00M ff Irk WOMEN'S ' REST , ROOM ".F�.. 2 CO ADDENDUM 1 - F � 1 CD ISSUED FOR BID 1D/19/07 NO. BY ISSUED TO r...+fie DATE g - / PLUMBING SYMBOLS & AND ABBREVIATIONS CLIFFORD DIAS P.E.,P.C. _ EXISTING DOMESTIC COLD I CONSULTING ENGINEERS WATER PIPE --- EXISTING HOT WATER PIPE 7Dey Street-Suite 1601,New York NY 10007 Tel:212.608.4811 Fax:212.267.0622 EXISTING VENT PIPE E-mll:Mall@DIesEng.com EXISTING WASTE OR SOIL EXIST. VENT LINE PIPE EXPANSION TANK ROOF TO REMAIN NEW DOMESTIC COLD WATER --- _-- ._---. ---------.—._�-AMTaDI_-sT�.----_------------------------.--------- GENERAL NOTES PLUMBING NOTES --- PIPE '- --- - ---- -- ---------- ---- NEW HOT WATER PIPE f 3/4" i 1. ALL PLUMBING PIPING,VALVES.'INSULATION, AND INSTALLATION METHODS AND 1. ALL DOMESTIC HOT WATER PIPING SHALL BE INSTALLED WITH 1"THICK 'JOHNS J - I REQUIREMENTS:CONTRACTOR TO STRICTLY ADHERE TO BASE BUILDING STANDARDS MANVILLE' FLAME-SAFE FIBERGLASS PIPE INSULATION WITH K-FACTOR OF 0.22K GDS - EXIST, CW LINE -- CHECK VALVE AT 75 F MEAN TEMPERATURE. PROVIDE GBB GLASS CLOTH FACTORY APPLIED JACKET _________ NEW VENT PIPE . 353 GEORGES ROAD AS PRESENTLY INSTALLED. CONTRACTOR TO OBTAIN APPROVAL FROM BUILDING TO REMAIN WH-1 �-T&P RELIEF VACUUM MANAGEMENT FOR ANY DEVIATION FROM BASE BUILDING STANDARDS, WHERE EXPOSED, FITTINGS AND VALVES SHALL BE PROVIDED WITH JOHNS MANVILLE DAYTON, NJ D8810 VALVE 3/4° BREAKER UNIFT PRE-MOLD ONE PIECE PVC INSULATED FITTING COVERS OR EQUAL. 11:10 732.274.11510 RUVD" 2.ALL APPLICABLE CODES, LAWS,AND"REGULATIONS GOVERNING OR RELATING TO ANY NEW WASTE PIPE 3KW 2 15GAL 2. CITY WATER SUPPLY PIPING TO BE TYPE 'L'COPPER TUBING, WITH 95-5 SOLDER 732,274.1372 FAX 3KW 20BV 1® 3 4' D 1 1/2} PORTION E THIS WORK,PRE HEREBY INCORPORATED INTO AND MADE APART OF JOINT CONNECTIONS.ALL FITTINGS WILL BE BRASS OR CASE BRONZE. INSULATE D— DRAIN PIPE AN INTERIOR FACILITY PLANNING SERVICE I ' / DRAIN / -3/4" THESE SPECIFICATIONS. PIPING WITH 1"THICK FIBERGLASS INSULATION WITH ASJ JACKET. COFFEE / PAN _ 3, CONTRACTOR SHALL VISIT AND INSPECT THE JOB SITE TO BECOME FULLY - MAKER $K i KNOWLEDGEABLE OF EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID. 3. TEST DOMESTIC WATER SYSTEM TO A HYDRAULIC PRESSURE OF 1 1/2 TIMES THE �� BILL VALVE 3/4"FLEXIBLE HOSE (PANTRY) I CONTRACTOR SHALL COORDINATE WITH THE SITE VISIT WITH BUILDING MANAGEMENT NORMAL WORKING PRESSURE AND IN ACCORDANCE TO CODES. AND/OR OWNER.CONTRACTOR SHALL ASK THE BUILDING MANAGEMENT AND/OR'OWNERS 4. WASTE, DRAINAGE,PAID VENT PIPING S WILL BE NO HUB STANDARD WEIGHT CAST b STOP VALVE THE ABWS Ixscll5 MD sPEmrAnorJs ARE T�PRLPERn 6 W8.CanroaTOR 15 RESPOIt98lc FIX+nEcluc ru a PRESENTATIVE ANY QUESTIONS HE MAY HAVE PERTAINING TO BUILDING STANDARDS IRON WITH STAINLESS STEEL NEOPRENE GASKETED COUPLING. DMENS0.5 AND COMRKkS.JOB WE.AS M,As IIUw RU m CODES AKI REGRATU"PMOR TG 3/4' /4" AND EXISTING CONDITIONS THAT PROHIBIT THE PROPER INSTALLATION OF HIS cusRurnw. m A.wCHswrs sHouO ec oez.m.TH GOG vRm ro P.maCrnaH a vn _ DISHWASHFR 1/2" WORK AS PER PLAN.AND SPECIFICATION. 5. GATE VALVES AND CHECK VALVES SHALL BE BRONZE RATED AT 125 PSI WATER 0 CHECK VALVE � nN6, HAl R���Gn THEE PHIS D�[MSE.CDNM MO S GRIM E -�--- WORKING PRESSURE.INSULATION: PREMOLDED FIBERGLASS WITH VAPOR BARRIER PROVIDE 1 4°VALVED __ — d.ALL PIPING ARE SHOWN DIAGRAMMATICALLY AND DO N01 SHOW ALL OFFSETS, OR Ps IRUNMRR[o. AND CAPPED CONNECTION FUNNEL 7 AND RISES OF RUNS. THE CONTRACTOR SHALL ALLOW IN HIS BID FOR ROUTING OF JACKET FOR COLD AND HOT WATER PIPING ONLY. RELIEF VALVE TO ICE MAKER IN GRAIN I PIPING TO AVOID OBSTRUCTIONS. EXACT LOCATIONS SUBJECT TO APPROVAL.I - REFRIGERATOR I 6. DRAIN N PAN FOR DOMESTIC HOT WATER HEATER SHALL BE CONSTRUCTED OF 20 GA. 2„ GALVANIZED STEEL WITH CONTINUOUSLY WELDED SEAMS. PAN SHALL BE 3'LARGER VACUUM BREAKER PROJECT NAME: ������(p1 1/4" 5, BY SUBMISSIDN OF THE BID IT IS UNDERSTOOD THAT SUCH INSPECTION HAS BEEN THAN HEATER ME Z" DEEP. J*UBS .. - 1/2'TRAP MADE AND INCLUDES ALL THE MATERIALS&REQUIRED RELOCATION FOR ALL WORK, Y FUNNEL DRAIN _.- ---.----- -- ---------- - -------- .----_-_.-- ---.-------WSTER. --_.-__- PRIMER__ FLOOR._ 7. PLUMBING CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO ALL PLUMBING FILTER 2' 6. THIS CONTRACTOR IS RESPONSIBLE FOR FIELD CONDITIONS AND FIELD EQUIPMENT. COORDINATION WITH ALL OTHER TRADES. SK SINK YAN S, MA Zip ROAD 6. SUPPORTS,HANGERS, FASTENINGS,AND BRACKETS SHALL BE PROVIDE FOR ALL HYANNIS, MA ZIP CODE 3" 3" 7. COORDINATE CONNECTION TO EX15TING BASE BUILDING SERVICES WITH BUILDING PIPING AS PER CODE. HANGER SHALL BE GRINNEL CLEVIS 0260 OR SIMILAR __ _ CHIEF ENGINEER TO AVOID CONFLICTS WITH ADJOINING TENANT INSTALLATIONS. INSTALLED EVERY EIGHT(B)FEETAND INSTALLED OVER INSULATION AND SHIELDS. EWH ELECTRIC WATER HEATER DRAWING TITLE: 5--- PROVIDE PROTECTION SHIELDS ON INSULATED PIPING, HANGERS AND SUPPORT$ PLUMBING PLAN B.ALL PIPING ON FLOOR BELOW TO BE INSTALLED ON OVERTIME. BUILDING MUST BE SHALL BE PRIME PAINTED. ® CONNECTION POINT OF EXIST.WASTE LINE NOTIFIED IN WRITING FIVE(5)WORKING DAYS IN ADVANCE TO CONFIRM ACCESS NEW WORK TO EXISTING ff TO REMAIN WITH TENANT BELOW., 9. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE FILING AND PROJECT NO.: 200727 NORTH FLOOR NO. DWG. NO. APPROVAL FROM THE BUILDING DEPARTMENT. DATE: 09/20/07 } USF: 5,006. - ..2 WASTE, VENT, HOT & COLD WATER PIPING SCHEMATIC RISER SF/PP: 227 4 N.T.S. BY:DRAWN H.K, - UBS PROD. NO: 100194 I. .. CHECKED BY: H.K. WIRE CODE: U027 . -- SCALE: 1/8"=1-0" SHEET: OF L — — — - r A 4UBS � I HYANNIS, MASSACHUSETTS KEY PLAN : I .. -.. - , .I �.' r s o - I AIIIHR - 1HHIx► 1 0 ..l.. ,..�. ! ..-....;. -:.-._ 4IN AREA OF WORK 02. L J tY �,. a o 0 NO.. BY REVISION DESCRIPTION DATE J a y o 0 ''JJ rs 1 1 e 3' , p . t� Y.® ® 1. m D a - � � i ': HAFT.; .R OM ' n. h © _ REST 1' . IC SPRINKLER HEAD 41 8 L� - -- S EXIST. SPRINKLER` i j�-1"X1/2' NPT RISER i REDUCER U p9 d 1" SUPPLY LINE 1 r—(TYPICAL) u t7WdCN BRANCH LINE — 2 CD ADDENDUM #1 11/02 07 l.' 1 1 CD ISSUED FOR BID 10/19/07 1—1" ELBOW N0. BY ISSUED TO DATE UPRIGHT SPRINKLER HEAD BRANCH LINE CONNECTION CLIFFORD DIAS P.E.,P.C. N.T.S. ' I CONSULTING ENGINEERS SPRINKLER NOTES GENERAL NOTES 7 Dey Street-Suite 1601,NewYork NY 10007 Tel:212.808.4811 Fax:212.28T.OM 1, ENTIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN STRICT CONFORMITY WITH 1. ALL PLUMBING PIPING,VALVES.INSULATION, AND INSTALLATION METHODS AND E-R191I:MaII@DI95ERQ.0ORI ALL REQUIREMENTS OF NFPA 13'STANDARD FOR THE INSTALLATION OF REQUIREMENTS: CONTRACTOR TO STRICTLY ADHERE TO BASE BUILDING'STANDARDS SPRINKLER SYSTEM" 1999 EDITION, AS PRESENTLY INSTALLED. CONTRACTOR TO OBTAIN APPROVAL FROM BUILDING MANAGEMENT FOR ANY DEVIATION FROM BASE BUILDING STANDARDS. 2. SPRINKLER PIPING SHALL BE SCHEDULE 40 STANDARD WEIGHT STEEL PIPE WITH UNDERWRITER'S APPROVED STANDARD WEIGHT. CAST IRON THREADED FITTINGS IN 2,ALL APPLICABLE CODES, LAWS,AND REGULATIONS GOVERNING OR RELATING TO ANY ACCORDANCE WRH ASME 815.4 DR FLANGED FITTINGS IN ACCORDANCE WITH PORTION OF THIS WORK,ARE HEREBY INCORPORATED INTO AND MADE A PART OF - ASME B16.1.ALL THREADED FITTINGS SHALL HAVE THREADS CUT TO ASME 81,20, THESE SPECIFICATIONS, 1'ELBOW PIPE THREADS. GENERAL PURPOSE. 3. CONTRACTOR SHALL VISIT AND INSPECT THE JOB SITE TO BECOME FULLY In GDS 3. DRAIN VALVES SHALL BE UNDERWRITER'S APPROVED 125 PSI (WWP)BRONZE KNOWLEDGEABLE OF EXISTING CONDITIONS PRIOR TO 5UEMITTING HIS BID, 1/2- EXTRA HEAVY ANGLE GLOBE VALVES. CONTRACTOR SHALL COORDINATE WITH THE SITE VISIT WITH BUILDING MANAGEMENT SPRINKLER SYMBOL LIST �� ■ 353 GEORGES ROAD AND/OR OWNER. CONTRACTOR SHALL ASK THE BUILDING MANAGEMENT AND/OR OWNERS NIPPLE 41:10 OAYTON, NJ D8810 4. SPRINKLER HEADS SHALL BE UNDERWRITER'S APPROVED 1/2"ORIFICE CAST PRESENTATIVE ANY QUESTIONS HE MAY HAVE PERTAINING TO BUILDING STANDARDS BRANCH TEEi 732.274.9540 BRASS OF PROPER TEMPERATURE RATING FOR THEIR LOCATION. AND EXISTING CONDITIONS THAT PROHIBIT THE PROPER INSTALLATION OF HIS ---- EXISTING SPRINKLER PIPE TO REMAIN BRANCH PIPE1"OU7LEi / ■ 732.274.1}72 FAX WORK AS PER PLAN AND SPECIFICATION. NEW SPRINKLER PIPE 5. SYSTEM GRAINS SHALL BE IN ACCORDANCE WITH NFPA 13, PAR 5-14.2. - t'DROP NIPPLE AN INTERIOR FACILITY PLANNING SERVICE 6. SPRINKLER SYSTEM MARKED AND PAINTED AS REQUIRED, 4.ALL PIPING ARE SHOWN DIAGRAMMATICALLY AND DO NOT SHOW ALL OFFSETS,DROPS - NEW SPRINKLER HEAD(CONCEALED PENDANT) AND RISES OF RUNS. THE CONTRACTOR SHALL ALLOW IN HIS BID FOR ROUTING OF 7.SPRINKLER SPACING AND PROTECTION AREA OF COVERAGE SHALL BE IN PIPING TO AVOID OBSTRUCTIONS. EXACT LOCATIONS SUBJECT TO APPROVAL. 0 NEW SPRINKLER HEAD(UPRIGHT) - ACCORDANCE WITH NFPA 13.PAR. 5-5.3 AND PAR 5-6.2. 5. BY SUBMISSION OF THE BID IT IS UNDERSTOOD THAT SUCH INSPECTION HAS BEEN CONNECTION POINT OF NEW WORK TO EXISTING WORK MADE AND INCLUDES ALL THE MATERIALS $ REQUIRED RELOCATION FOR ALL WORK. — 1'% 1/2'REDUCER NE ABOJS AM IM MD AT W,AS THE AS Wt M M CaX5TBB Is REBPM9REE IMR OIEOIONG AEi B. SPRINKLER HEADS:POSITION OF DEFLECTORS SHALL BE IN ACCORDANCE WITH OMEI69x5 AM COE---M JOB 5114 0.S HEEL AS BUIBNG IME$OOD[5 AM RFOIAATp15 PRIQt TO .. NFPA 13, PAR. 5-6.4. SPRINKLER I--.IMN .ALL ClwAx¢y AM TN CO p,6 s.wAO aC P AC H MM G06 PRgR N E.ewu Is 6, THIS CONTRACTOR IS RESPONSIBLE FOR FIELD CONDITIONS AND FIELD - HEAD NORIt.CONmAC 01t 5 RE1POtISB1F TQJ CORRECRMC M SAKE bE H6 OVM DPDIg.CMlIPACTOR IS R[SPOIISR[ COORDINATION WITH ALL OTHER TRADES. //� nm OO "NS WH ALL Ws—RI=IN IJJ1E5,l6[V n[x B6yT15 IyR ANf MER PIA+FOSE 15 g, PIPE HANGERS SHALL BE IN ACCORDANCE WITH NFPA 13, PAR. 3-7. 1' 1j/ —UTM.REo. �Lld\ " 10. PRESSURE AT REMOTE SPRINKLER HEAD: 7 PSI MINIMUM. 7. COORDINATE CONNECTION TO EXISTING BASE BUILDING SERVICES WITH BUILDING `CAP + CHIEF ENGINEER TO AVOID CONFLICTS WITH ADJOINING TENANT INSTALLATIONS. - SUSPENDED CEILING J PROJECT NAME: 11. BUILDING RETROFIT SPRINKLER SPECIFICATIONS SHALL APPLY. - ��Q 8.ALL PIPING ON FLDOR BELOW TO BE INSTALLED ON OVERTIME.' BUILDING MUST BE *.vW -� 12. AUTOMATIC WET SPRINKLER SYSTEM SHALL BE SUBJECTED TO HYDROSTATIC NOTIFIED IN WRITING FIVE(5)WORKING DAYS IN ADVANCE TO CONFIRM ACCESS ' PRESSURE TEST FOR A PERIOD OF ONE HOUR AT A PRESSURE OF AT LEAST WITH TENANT BELOW. ONE HUNDRED PSIG AT THE TOP MOST SPRINKLER HEAD AND AT LEAST TWO HUNDRED PSIG AT THE LOWEST CROSS CONNECTION TD THE SIAMESE CONCEALED TYPE SPRINKLER HEAD la7t IYANOVGH ROAD HYANNIS, MA ZIP CODE N CTIONS. CON E ., CONNECTION DETAIL - - DRAWING TITLE: ' R CONTRACTOR SHALL BE RESPONSIBLE FOR HYDRAULIC CALCULATIONS -. N.T.S. 13. SPRINKLE UL CALCULA ONS FOR THE FILING AND APPROVAL FROM THE BUILDING DEPARTMENT AND v SPR INKLER PLAN ' FROM THE ENGINEER. PROJECT NO.; 200727 NORTH FLOOR NO. DWG. No. YATO DATE: 09/20/07 USF: 5,006 .:2 SP-1 I - SF/PP; 227 DRAWN BY: H.K. UBS PROD. NO; :' :100194 - - CHECKED BY: H.K. WIRE CODE; U027 1 -- -- --- - ------ --- ----- — SCALE: SHEET: OF —_ L - - - _ -- -- - - 1 ... IWO TESTING " (A)AS SOOM AS ELECTRIC POWER 6 AVPAABLE AND CONHCOTED TO SERVE THE EQUIPMENT IN THE BUILDING,AND ON60N t6-ELECTRICAL.WECIRCATW "e EVERYTHING is READY FOR FINAL TIMNC AMC PLACING IN SUNIM A COMPLETE DAMATOFYy TEST SHALL BE yADE. THE CONTRACTOR SHALL FURNISH ALL NECESSARY INSTRUMENTS AMC EOUIPMEM-0 YAKS ALL TESTS, T TT�['� I6150 DRWNOND - .. ADJUSTMENTS.AND TANL OPERATIONS REQUIRED TO PUKE THE SYSTEM IN BALANCED AND SATSFACTORY U JS•J(1\J INIX,CDNERII PROVISIONS OPERATING CONDITION:FURNSH A INSTRUCTIONS L NECESSARY ASSISTANCE AND INSTRUS TO INCROALY INSTR CT U THE 2.INDUSTRY STANDARDS,CODES.AND SPEOFICIlDAS (A)THE COMEUrt SYSTEMS,NEUTRAL CDHDUCTOA FOR THE WRING SYSTEM,AMC THE ICLEFLHONC SYSTEM SHALL BE SECURELY OWNER'S AUTHORIZED PERSONNEL IN THE OPERATION AND CARE m INC SISIEM. (A)THE ARCHITECTURAL GENERAL AMC$D[CML CONDITIONS FOR THE CONSTRWTON OF THIS PROJECT SHALL BE A PART Of TIE A AMC4-AIR MLMNG AND CONDMONNG ASSOCIATION .GROUNDED.THE GROUNDS SHALL BE NEC GROUNDS IN EACH CASE. A GROUND SHALL BE ESTABLISHED AND TESTS CARRIED HYANNIS. MASSACHUSETTS IECIAILAE sPE RKATIONS TIE ELEOTNILAL COrv1RACTTR slaw CNaMRE THE GExONy eN0 9PECUL CDNOrTIOENs B[FpE[ (�vR1pF ro TESTING THE 5Y5'rF1.THE FEEDERS AND BRANCH CIRCUITS SHALL BE CONTIxLIOUs FW + ASNRAE-AMERICA1 SOCIETY of ICATING,REFRIGERATION, OUT TO INDICATE THAT SATISFACTORY GROUND HAS BEEN ESTABUsNED IN ACCORDANCE WITH THE NEG WRITTEN RESULTS OF s�._NG THEOR_XCGH. B AND AA COAMTONINC ENGINEERS '- THIS TEST SHALL N FORWARDED TO THE ENGINEER BEFORE CONNECTION TO THE SERVCE. - FC[DCRSETo WIN rafEL TD SUSNUITSLAND GOAOADS.•WTH Al BREANEMS AND FUSES IN PLACE INC SYSTEM C.ABLE-AMERICAN SOCIETY 0<MECHANICAL ENGINEERS SHALL a rNwM (B)THE GENERAL CONTRACTOR SHAL BE RESPONSIBLE FOR ALL WORX INCLUDED IN THIS SECTION AND THE DELEGATION OF D.ASTM-AMERIAN SOCIETY FOR TESTING AND MATERIALS WORK TO THE ELECTRIC&CONTRACTOR SHALL NOT RELIVE HN 01 THIS RESPONSIBILITY. INC ELECTRICAL CONTRACTOR -ELECTRONIC RWENES 4550E—N A (C)NO CIRCUITS SHALL BE ENERGIZED WITHOUT THE OWNERS APPROVAL. AND HIS SUBCONIRUNIMS WHO PERFORM WORK UNDER THIS BECTON SHALL M RESPONSIBLE TO THE GENERAL _ IWO ELECTRRFc ONCRCERs 16160 TRANSFORMERS - CONTRACTOR. G.IPCEA--INSULATED DOWER CABLE ENGINEERS'ASSOCIATION 'r'(A)THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL DRY-TYPE TRANSFORMERS SHOWN ON THE (D)THE RIGHT IS RESCIND TO INSPECT AND TEST ANY FORTON OF THE EMPNENT AND/OR MATERIALS WRING THE KEY PUN DRAWINGS AND INDICATED HEREIN. TRANSFDRMERS SHALL BE 3 PHASE,60-CYCLE.TWO-WINDING TAPE N.NEC-NATIONAL ELELTRD LODE(INFRA ND.TD-2CO6) PROGRESS OF ITS ERECTION. THE COMRADNR SHALT FLIRTER LEST&L WIRING AND CONNECTIONS FOR (L)WHERE ITEMS .I THE ENDED TO ALL P TI UL THE SPECIAL CONDITIONS ARE REPEATED IN NOTING SECTION DF THE 1.ALBS-TDHAL BUREAU OF STANDgADS - • WITH CLASS'H'INSULATION:SHALL HAVE DELTA-CONNECTED Y PHALL E AND WALE-CONNECTED CONTINUITY AND GROUNDS BEFORE CONNECTING ANY.FIXTURES mN EQUPMENT. PAELIfILATINS.R S MTCNpCO TO CALL PARIK:IAM ATTENTION TO OR QUALIFY THEM;T 15 NOT INTENDED THAT ANY mNCR SECONDARIES WITH A GROUNDED NEUTRAL. RATED CAPACITY SMALL RE NOTED HEREIN OR ON THE PLANS.J.NEMA-H.TONAL ELECTRICAL MANUFACTURER'S ASSOCIATION i Pun m TALC G[u[RAL CDNpTOxS OR SPFUAL CONDITIONS SHALL BE ASBUUED TO BE DUIREO IF NOT REPEATED HEAEIrv. TRANSFORMERS SH&L HAVE 2-1/2 PERCENT FULL CAPACITY TAPS BELOW AND ABOVE NORMAL ON THE (E)111E COMRPCTdN$HALL TEST NE EMIR[SYSTEM WHEN THE SYSTEM IS nNALLY CNPE'IFD TO INSURE THAT AL N.NIA- PWTELIWx ASSDCIATOI � PRIMARY SIDE. � + ALEWCNI NATIONAL SIArvGROS INmITUFE PORTIONS ARE FREE FROM SNORY CIRCUITS DR CAOUI.O r�ATS. • • (D)THE STANDARD F D<A CAR R CUE BRAND DR MAKE OR RACTOR IS R E R THE TO THE O 15 E SPECIFESIABIC B A QUALITY L ANR f STANDARD FOR THE ARnCLE DESIRED. THE CONTRACTOR IS RESTRICTED TO THE USE OF THE SPECIFIC BRAND OF THE M.UL-UNDERWRITERS'IABDRATORIES (B)UNITS SHALL HAVE A MAXIMUMSTANDARDS C SOUND-LEVEL RATING OF 55 DB(SHRILL EXCEED DECIBEL RATINGS MAUFACIURER NAMED. HOWEVER.WHORE A SUBSTITUTION IS RFCESTED.A SUBSTITUTION WILL BE PERMITTED ONLY WITH LISTED IN THE NEMA OARp3 FOR SPECIFIC KVA SIZES):$FIALI BE CEILING MOUNTED ON SPRING (F)ELECTRICAL COFALTpt SHALL BALANCE THE LOAD WITH ANPROBE ON ALL PANELS SUBSEQUENT SUBSEQUENT TO COMPLETION 0. THE WRITTEN APPROVAL OF THE CNCITEER, NO SUBSTITUTE MATERIAL OR EOUIPLENT SHALL GR DADERED,FABRICATED, 3 INSURANCE CARRIERS .VIBRATION ELIMINATORS, CIRCUIT CONNECTIONS SHALL BE IN MC CONDVIT IN APPROVED MANNER. INSIALATION,WITH ALL EQUIPMENT OPERATING SIMULTANEOUSLY. ELECTRICAL CDAYRAMOR SHALL SUBMIT LOAD BLANKING SHARED DR FnWCSSEU IN ANY WANNER PRIOR TO THE APPROVAL OF THE ARCHITECT/ENEFEEN, THE COMPACTOR SHALL A.FIX-iICTpWY INSURANCE ASSOCIATION - REPORT To PROJECT MANAGER FOR APPROV&. B.iNED-FACTORY NUN&ENGINEERING DIVISION (C)TRANSFORMER SWILL BE WITH BUILT-IN HARMONIC FILTER AND TVSS AND MANUFACTURED B Y HARMONICS ASSUME ALL ITSPONSIBUTY FOR ADdTION&EXPENSES AS REQUIRED IN ANY A WAY 10 MEET CHANGES FROM THE ORIGINAL LIMITED. - IBM DEMO MUTIM OF ELECTAM/L EOUIPI M MAIEMAL DR EOUANENT SPECIFIED.IF NOTICE OF S.BSTIIUTN IS NOT FURNISHED TO THE ENGINEER WITHIN FIFTEEN DAYS AFTER THE GENERAL CONTRACT IS AWARDED,THEN EQUIPMENT AMC MATERIALS NAMED IN THE SPECIFICATIONS ARE TO BE 16050 BASIC ELECTRICAL NUTEMLS AND METHODS �D. 16471 BRANCH CNCUR PABELHOMD - .(A)THE ELECTRICAL AUNT MR SMALL FTHE IN THE ARCHITINTERNATIONAL ASSOCIATION WITH CERTIFICATION m THC PEEMONS F1 AND _ I6101 QNE)LAL COMPLETE DF D ALINED IN IN OT TXE I F KOIOHAL THECO AC ER SHALL E RESPONSIBLE OT&L NOOK (E)THE ELECTRICAL CONTRACTOR SHALL FURNISH AND PRESENT RYE(5)COPIES OF SHOP DRAWINGS N BROCHURES FOR&L - (A)ROWER AND UCMING PANELS SNAL BE OF THE DEAD FROM,SAFETY TYPE.WITH THERMAL MAGNETIC.DUCK- COMPLETED AND INSPECTOR IN THE WORSECN REALKM.IF INSPECD.TION THE CONTRACTOR SHALL BE R[SPOxSIBLE FOR MDTT-PING THE 1N50EC1N WHEN MORN REACHES MSPELIIDN STAGE. RCS,EQUIPMENT.AND ACCFSSmTC ro THE[nGuffCR FOR THE ENGINEER'S APPROVAL.THE ELECTRICAL COMRACTOa (A)ALL YATFRMLS AND EOIAPMQNT SHALL BE NEW,UNDAMAGED,AND SHALL BEAR THE UL UBFI OT APPRGVAL AND MANE,WICN-BREeN,TRR FREE.B0.tt0-TYPE MOOED C 5[CIRCUn BRGNU+S. VOLC RATRGS,NUufeR SHALL FURNISH AND PRESENT FIVE(5)COPIES OF A SCHEDULE D!MAUUFACTURERS Or ALL MATERI&5 FOR WHICH 5HDP SHALL BE USTEO FOR USE IN EACH SPECIFIC LOCATN.UNLESS APPPOV&DOES NOT APPLY. POLES FRAME SIZE,TRIP RATINGS,MIN BREAKER DR LUGS,NEUTRAL BUS,AND GROUND BUS ARE ALL AS SHOWN DRAWINGS OR BROCHURES ARE NOT PRESENTED.NO EOUIDMpl1 SHALL BE ORDERED.DURCIYSCD OR IMISTALL[D PR10R 10 ON THE DRAWINGS. BUS BARS SNALL BE RECTANCUTAR,SCUD COPPER,SECURELY MOUNTED AND BRACED. ALL (B)THE ELECTICAL CONTRACTOR SHALL BE RESPONSBLE FOR NOTIFYING THE LOCAL AUTHCHHTY HARING JURISDICTION A ' APPROVAL OT THE$MOP DRAWRDS,BROCHURES,AND SCHEDULES.CHEERING IS ONLY FOR CENTRAL LONFORMANCC$WITH (B)SAMPLES OF ALL MATERIALS PROPOSED FOR USE SMALL BE PRCSEMED TO THE ENGINEER FOR HIS CONNECTWS TO BUS MRS SILL BE SECURELY BOLTED. CABINET BOXES SH&L BE CONSTRUCTED OF LODE IH onOEa TAT LOCAL Nsv[CTDN uev BE CARRIED Our THE PaoPER STAGE. GRACE CALVANIZED STEEL,SIZED TO PROVDE MINIMUM 4 INCHES WDE WIRING WTIMS ON SIDES.TOP AND THE DCSIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE SHOWN IS SUBJECT TD THE REQUIREMENTS OF THE APPROVAL WHEN REQUESTED- BOTTOM. FRONTS SHALL BE CONSTRUCTED OF CODE CRADE STEEL,AOUSIABLE NDICA IXG TRIM CLAWAS AND (C)THE ELECTRICAL CONTAAGTOR SHALL PAY FAR AL PERMITS,INSPOCTDN ICES.AND INSTALLATION FEES AS ' PLANS AMC SPECFIGMLNS.CDMRALIOR 15 RES $4AE FOE OIMENRONS WHICH SHALL BE CONFIRMED AND COARELAIEO TN DOOR PROVIDED WITH PIAND HNEES OOOR-1x-OON TYPE AND CYLINDER TYPE LOCK AND CATCH. TWO KEYS REQUIRED TO COMPLETE THE WORK UNDER THIS SECTION OF THE CONTRACT. AT THE JOB SITE',FABRICATIONS PROCESSES AND TECHNIQUES DF CONSTRUCTION;COORDINATION OF HIS WOW WITH TINT (C)EOURMENT FINISH:ALL ELECTRICAL EQUIPMENT SHALL BE FURNISHED FACTORY PALMED FOR FINISHED WITH NO PER PANEL SNAL BE NaNISHfD,AXD ALL LOCKS NCYCp ALIKE. FARM SHALL BE TNISNED PANTED BWE-GRAY. N AREA OF WORK OF ALL EITHER TRADES AND THE SATISFACTORY PERFORMANCES OF HIS WORK, COATS OF HIGH GRADE ENAMEL AND IN THE MANUFACTURER'S STANDARDS COLORS UNLESS OTHERWISE SPECIFIED. IOD /��\\ (B)POWER PANELS SHALL BE NEMA 1,TYPE SCURRIED,CURLER HAMMER ETC., SIEMENS WITH NONBRANCH (D)TARS HE LINE T SHALL GUARANTEE THE MATERIALS AND WORKMANSHIP IF,D FOR A S THMF OF TWELVE TS SHOUMONNLD .. ®. (F)THC EIECTRICAI COHTgAmOPS SHALL EXAMINE ONAMINGS RELATING TO WORK OF ALL TRADES AND BECOME FULLY INFORMED 1.UNPAINTED EOUPMENT AND MATERIALS,EXCEPT CONDUIT,SNAL BE CLEANED AND PRIMED TO BE PANTED BY THE BREAKERS.MAIN BREAKERS OR LUfS.NEUTRAL AND GROUND BUSES,ETC.,ALL AS SHOWN ON MINE DRAWINGS. STOW UP LINO THE INSTALLATION IS ACCEPTED R THE OWNER. If,WRING INS TOE,ANY DEFECTS SHOULD AS TC THE EXTENT AND CHARACTER OF WORK REQUIRED AND TIS REGTION TO ALL OTHER WORK IN THE PROJECT, PAINTING CONTRACTOR IN ACCORDANCE WITH THE PANTING SCUM OF ARCHITECTURAL SPECIFICATIONS SHOW F IS O ANY O R,HE S ALLMAT FURNILS,SH H ANY NEW N MGW[KCE OR WAIT OF PROPER GALE ON THE �f (L)POWER AND UGHTING PANEL CONSTRUCTION PETALS SMALL BE IN ACCORDANCE WIN ILL STANDARD$AND SHAM PART OF R115 CONTRACTOR,M$HAT FURNISH ANY NCW M4TENAlS AS NECESSARY,ftEPAR SAID DEFECTS,AND COMMON TO NEAR STANDARDS. THEY SHALL BEAR THE UL LAEE4 PANELS SHALL MEET U5A51 SPECIFICATDHS PET THE SYSTEM IN ORDER AT HIS OWN EXPENSE ON RECEIPT OF NOTICE OF SUCH DEFECTS FROM THE NO. BY REVISION DESCRIPTION DATE (0)BEFORE SUBWIRING BID.CONTRACTOR SHALL MSIT THE SITE AND EXIHNE AND SPACE COIDRDNS ON WHICH HIS WORK 6 2.THE COLORS OF ALL EXPOSED ELECTRICAL MATERIAL AND APPARATUS SHALL BE AS SELECTED BY THE TWINER W-P-113A,TYPE 1,CLASS I. H ARCHITECT. THIS SPECIRCATDN IS NOT MENDED TD IMPLY THAT THE ELECROCAL CONTRACTOR SHALL BE N AM WAT DEPENDENT FOR THE OEM WORKMALSHP AND OPERATION ACGOADMG TD THE INTENT Or THE SPECIFICATIONS RESPONSIBLE FOR NCCUCENCE Of THE CANNER. AND DRAWINGS HE SHALL REPORT TO THE ARCHITECT AND CONDITION WHICH NIGHT PREVENT HIM IRON IISTALLNG HIS 3.EXPOSED GANNETS AND BOXES(FRONTS AND DDORS)SHALL BE PANTED WITH TARO COATS OF HIGH GRADE ENAMEL (D)ALL PANEL DIRECTORIES SHALL BE TYPED AND TERMINOLOGY APPROVED W THE OWNER, EQUIPAENT R THE MANNER INTENDED. AS INDICATED IN THE PANTING SPECIFICATIONS,COLOR ELECTED BY THE ARCHITECT. 16500 CONING (IT)NO MMUCHERAIIOH OA ALLOWANCE WILL BE CRIAT[D FOR FAILURE TO VSn SITE,OR FOR ANY ALLEGED MBUNEXERSTANO Or 16111 WIDIATD IWNI CONNECT TO EXISTING WOW MATERIALS TO m FURNISHED OR WORK TO BE DONE 161D1 C[rNNAL ' (A)PLAN INST&lq IpN m NEW WORM AMC CONNECTIONS TO EXISTING HORN TO INSURE ANIUUN INTERFERENCE (I)THE ELECTRICAL CONTRACTOR SMALL BE RESPONSIBLE FOR ALL ARRANGEMENTS AND COSTS FOR PRONGING TEMPORARY (D)CDNOUR SIZES SHALL BE AS INDICATED ON ME ORAWNGS,OR MINIMUM IN ACCORDANCE WITH NEC,INCLUDING PRDNSION (A)THIS SECTION OF THE SPECIFICATIONS INCLUDES THE FURNISHING AND IISFAWTION DF UGHTING FIXTURES AND 11"FROHN 11MATIOIN Of EXIENNG FACILITIES. ALL SYSTEM SIUTOOW S I—ING OTHER AREAS SCULL ELECTPo('A METERING,MAIN$WITCHES,AND DISTRIBUTION PANELS AT THE SITE AS REQUIRED FDA CONSTRUCTION PURPOSES. MA GREEN EQUIPMENT GRUMdHC LONDUCOR USING 3/1 NCH MINIMUM CONDUIT(MEAT ON SWITCH LEGS,WHERE 1/2' UCMING EQUIPMENT FOR ALL OUTLETS IN THE PROJECT AS LISTED IN THE FIXTURE SCHEDULE INCLUDING THE BE C t CORDINATED WIN BUILDING OWNER.COORDINATE WITH .L.+. PROJECT MANAGER AND ARCHITECT. THE DISTRIBUTDN PANELS SHALL BE LOCATED AT THE CENTRAL POINT DESIGNATED W THE MiCNTECT,THE GENERA C.CONWIT NAVBE USED. CONNECTION OF THE FIXTURES AND EQUIPMENT TO THE ELECTRIC WIRING Of THE BUILDING. CONTRACTOR SHALL NDICATE PRIOR TO INSTALLATION WHETHER THREE PHASE OR SINGLE-PHASE SERVICE IS REOUIfED. (B)CONNECT NEW WORK TO EXISTING IN NEAT AND APPROVED MANNER. RESTORE EXISTING WORK DSTURBED (F)CONDUIT SYSTEMS SHALL BE N514LCD IN ACCORDANCE WITH THE LATEST EDITION DR THE NEC AND SHALL BE INSTALLED IN (B)LIGHTING nXTURES SHALL BE OF THE TYPES,SIZES.ETC.,SHOWN IN THE FIXTURE SCHEDULE AND NOTES WHILE INSTALLING NEW WORK TO ACCEPTABLE CONDITION AS DETERMINED IN BURDING OWNER. (J)THE ELECTING&CDNTPAOTOR SHALL FURNISH AND WILL LAMP WE DSHA APPROVED PIGTAIL SOCKET WIN 160NP FOR A NEAT,WORKMANLIKEAN MANNER. REFERENCED HEREIN. [VERY 500 SGGAB FEE DF ROUT SPACE EVENLY DISTI—M TIRDUGHOUF THE 61A1LDIND. (C)THE FURNISHING AND INSTALLATXN O THE UGHTING FIXTURES OR UGHTING EQUIPMENT MUST BE EXECUTED IN A (C)ORCMNECT,REMOVE,DR RELOCATE CLECTRICAt.MATCRIAL AND MUPMEM AS NOTED AND AS REDUIRED BY (0)THE EN THE CMDLIR SYSTEM SH&L BE INSTALLED TO PROVIDE A CONTINUOUS BDND THROUGHOUT THE SYSTEM. MANNER THAT WILL INSURE COMPEnpN GOINCHUNT WIN THE CDMPLETON Of THE CONSTRUCTION OF THE PROJECT, CIaIGES 1X CmSTRUCTIDN. (1)THE ELECT—L CE)WRACTOR SH&L FURNISH AND INSTALL POWER OUTLEIS TO TOTAL ONE FOR EVERY 2000 SQUARE FEET UNLESS OTHERWISE REQUIRED BY THE COMRACY SPEC,rNXYOHS. - OR PART THEREOF OF FLOOR AREA AND THESE SHALL BE 15-AMP,SINGLE-PHASE RECEPTACLES FDA EITHER 110 OR (H)ELECTRICAL WEALUC TUBING(EMT)WY BE USED FDA SATEUTE CLOSE PANEL FEEDERS,HOME RUNS,AND RACEWAYS OTHER (D)ALL RACEWAYS TO BE ABANDONED SMALL DISCONNECT WRING AT LOAD(EQUIVME I)AND AT UNE SIDE.CUT. 220 VOLTS 4 DIRECTED BY TXE GENENAL CANT OCIOR. THAN FOR SERVICE ENTRANCE AND MAN FEEDERS UNLESS PROHIBITED BY THE NEC OR LOCAL ORDINANCES.EMT SHALL BE UL �(D)MATERIALS AND WORKAUNSHIP SHALL BE OF THE HIGHEST CIALITY AND IN ACCOROAHCE WTH THE HIGHEST AND CAP,FLUSH TO SURFACE, APPROvID.'A' NIZED INSIDE AND OUTSIDE,COMPLTNG WIN ASA C-ID.3 FOR ZINC COATED EMT WITH FITTINGS OF THE SAME COMMERCIAL STANDARDS, AAA AhAl— (L)ANY LIGHT OR POWER OUTLETS REQUIRED EVER THE WRMUN QUANTITY NOTED ABOVE SHALL BE PAID FOR IN THE TYPE MAIMIAL AND FINISH,AND OF TIE PRESSURE CONNECTED TYPE. - ywwnf�r®•,�q CONTRACTOR REQUIRING THE SAE. THE ROWER CWSUMPTIM SHALL BE PAID FOR BY THE GD1ER&CONTRACTOR. (E)THE CONTRACTOR$NIL SUBMIT FOR APPROVAL ONE CADI OF ANY OF (E)I SPOSE OF ALL MATERIAL AND EQUIPMENT AS DIRECTED. - L I (I)ALL CONOUIT JANT15 SHALL BE CUT sOUARE.THREAQEo REAM SMOOTH,AND DRAWN UP TXRn,BENDS OR OF—SHALL BC INC UGHTING FIXTURES REQUIRED UNDER THE CONTRACT. THE FIXTURE OR FIXTURES SHALL BE TAGGED WTH THE 16015 ELECTRICAL CIWWNOB ARID REFERENCE SYHEOLS MADE WTI AN APPROVED BENDER OR HICKEY.OR HUB-HYPE CONDUIT MIINGS. NUMBER OF BENDS PER RUN SHALL NAME OF THE BUILDING OR PROIEm FOR WHICH THE FIXTURE S INTENDED AND BE SHAPED.ALL CHANGES CONFORM TO THE NEC LM FIXTURES HAVE PREPAID.TO THE ADDRESS SPECIRED.WHEN FIXTURE OR FIXTUR HAVE SERVED THEIR PURPOSE.THEY MILL BE (P)WJMAN CONTINUOUS OPERATION OF EXISTING FACILIlE6 AFFECTED BY THIS MDRK. • (A)THE DRAMINGS ARE DIAGRAMMATIC AND INDICATE LCNERALLY THE LOCATIONS OF MATERIAL AND EQUIPMENT.THESE DRAWINGS TURNED OYER TO THE CONTRACTOR FOR USE IN THE PROJECT.IN THE EVENT THE SUBMISSION 15 OIGPPROVEO,THE (0)ftFNDVE CONDUCTORS FROM C%ISTMG RACEWAYS TO BE RCMRED. GLOW RACEWAY AS REOUORED PRIOR TO SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE.THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE WORK UNOFR T15 (J)CONCEALID CONDUITS SHALL BE RUN N A DIRECT UNE WTx LONG SHEEP BENDS AND OFFSES. EXPOSED CON WITS SHALL FIXTURE OR FIXTURES MEETING THE COMP/DT RFOUIREMEMS. MEWING. •� SECTION WIN THE ARCHITECTURAL STRUCTURAL,PLUMBING,HEATING AND AR CONDI DNIND,AND THE ORAWNGS OR OTHER BE PARALLEL TO AND AT MGM ANGLES TO BUILDND LINES,USIND CONDUIT FIRINGS FOR ALL TURNS AND OFFSETS. 4 TRADES FOR EXACT PMENSIONS.IN CLEARANCES AND ROUGHING-INACCOMMODATE LOCATIONS:E W COMPACTOR SHALL COOPERATE WITH ALL (F)ORDERED OF THE UGIITNG FIXTURES NE THE TTEDPROJECT SIGNAL NOT I BE COMMENCED UNTIL THE LDMTUCLOR HAS (N)PURR AMC EMERGENCY SYSTEM NOT BE IMfRRUPTED. 1 VIA TRADES M ORDER TO MARE MINOR FIELD ADJUSTMENTS TO ACCDYNOOATE THE WORK OF OTHERS. (K)MEAL CLAD MEN WY N USED FOR BRANCH CIRCUITS. UI CONDUIT PRLNDED MUSH INCLUDE SEPARATE BONDED RECOVED UNOU&1rIC0 MPRO PL OF THE SUBMITTCO SCORE LIGHTING FIXTURES. 1-2 GREEN EQUIPMENT GROUND WIRE. ISOLATED GROUND CIRCUITS SHALL CCMNA NO GREEN GROUND CORES:ONE I-OR (B)THE DRAWINGS AND BCONTRACTAS ARE CALLED R BY 8,EACH TO THE OUTER,AND THE WORK REQUIRED HT ETHER SMALL EQUIPMENT GROWL AND ON[FDA ISOLATED GROUND. (I)O POIRARYINTERFERE SHUTDOWNS IL.O RATION D BC MACE ONLY L H WRITTEN LWSEM TO OWNER AT TINES NOT BE INCLUDED IN THE CONTRACT A$IF CALLED MR BY BOTH. I0502 LNIPB ro INTERFERE WITH NDIM&OPERATION AND Al ND ADDITIONAL CHARGE. (L)EXPOSED CONOURS SHALL BE SECURELY FAMEIEO IN PLACE ON MANMUM 5'[DDT INTERV&5;AID IANGE15. Ir (C)B dRECTED BY THE ARCHITECT.THE COMBtldN SHALL WITHgR EXTRA CHARGE.MAKE REASONABLE NOC1FKATIONS IN SUPPORTS OR FASTENERS SHALL BE PACMDED AT EACH ELBO'M AND aT THE END TO EACH STRAIGHT RUN TERMINATING AT A (A)ALL LIGHTING FIXTURES SHALL BE LAMFED AS INDICATED ON THE LIGHTING FIXTURE SCHEDULE. IMPS SH&L BE THOSE (J)ALL REQUIRED WORK FOR TIE-IN TO THE EXISTING EQUIPMENT SHALL BE ACOOM.PIJSHED AFTER HOURS,THE eA THE LAYOUT AS NEEDED TO PREVENT COIIRACT WITH WOW OF OTHER TRADES OR FOR PROPER EXECUTION Of THE WORN. BOX OR CARNET. a BUILDING STAIDARDS, EXACT DAY AD TIME STALL BE ORECTCp OT OWNER. D AT ID ApdnOx&CHARGE. R (B)AT THE THE AND ACCEPTANCE BE OF THE Y CLEAN THE COMING FII(LURES SMALL BE COMPLETELY RlA1PED AS (0)CLECTRCAL SH.R015 USED ON TINS PROJECT ARE SHOWN IN A SYMBOL LIST ON THE ACWMPAMMNC WORXMD DRAWINGS. (M)AC CONDUIT OR®(CONDUIT MAY NOT BE USED UNLESS PRONGED WIN FULL AMC/12 OR LARGER GREEN GROUND WIRE. NECESSARY AND SHALL BE THOROUGHLY CLEANED. TARS LIST ROWS STANDARD SYMBOLS AND ALL NIT NOT APPEAR ON THE PROJECT CRAwINGS:HOWEVER,WHEREVER THE I.D.CIRCUITS MUST HAVE TWO GREEN GROUND WRCS;ONE FOR EQUIPNENT GROUND AND ONE FOft I.G.GROUND. (C)MERCURY VAPOR 1AAPS ARE DESIGNED BY USA51 NUMBER.ALL MERCURY VAPOR IMPS SHALL BE COLOR CORRECTED SYMBOL ON PROJECT DRAWINGS OCCURS,THE ITEM SHALL BE PROVIDED AND MSTA.LEQ DELUXE WHITE, MANU BE CATALOG WGIAIT CUOD TS AND THE SHOP DRAWNGS ECT AND TUE THE GON F LNG ENC APPARATUS. PARTU STIR NG FULL ULALOSHLLCI BED SAND OTHER D BEFpR PERTINENT _ T6120 WIRER AI)CABLES AP -NS IN QUESTION G ORDERED.BULT OR INET&LED. IB010 Y/ORI(INCLUDED IBSO3 WDWAIRF AL%YSgb[6 (A)CORE AND CABLE SHALL MEET ALL SlANOMOS AND$PCCIFIGTIONS APPLICABLE,AND SHALL BE IN COIJFIXDJRNCE W1TH TALC I.INCANDESCENTINCANDESCENTAMC FLUORESCENT LIGIITIXG—S..LIMP AR S AND BATTERY PS. (A)TIC SCOPE OF THE WORK CONSISTS OF THE FVRNSHNC AMC WILLING OF COMPLETE ELECTRICAL SYSTEMS-EXTERIOR VAIEST EDITION OF THE NEC. INSULATED WIRE AND CABLE SHALL HAVE SIZE,TYPE OF INSULATION,VOLTAGE AND (A)THE ELECTRICAL CDNTWKTOR 5111 FURxISN AND INSTALL,WITH NO APPETIONAL COST TO THE OWNER,ALL 2,DISTRIBUTION EQUIPMENT(PANELS.DISCONNECTS.TRANSFORMER FIG.). 2 CD ADDENDUM 1 -- 11 02 07 AND INTERIOR-INCLUDING M6CO.ANEQV5 SYSTEMS. THE ELECTRICAL CONTRACTOR SHALL PROVIDE&L SUPERVISN, MANUFACTURER'S NAME PERMANENTLY NARKED ON OUTER COVERING AT REGULAR INTEFv&S NOT EXCEEDING FOUR MU, ACCESSORIES AS NOTED OR REWIRED TO INSTALL AND MAKE WORKABLE ALL LIGHTING FIXTURES AND RELATED ITEMS I CD ISSUED FOR BID a4 10 ll/07 LABOR.LATERALS.EQURMENI.MACHINERY'.AND ANY AND ALL ONER ITEMS NECF55AFY TO COMPLETE THE SYSTEMS. THE ARE AND CABLE SHALL BE DELIVERED IN COMPLETE COILS OR REELS WITH IDENTIFYING TADS,STATING SIZE,TYPE OF CONTAINED UNDER THIS SECTION OF THE SPECIFICATION. 3.DEVICES(SWITCHES,RECEPTACLES.DINNERS.FACE PLATES.ETC.)_ EIECRIGAL CONTRACTOR SHALL NOTE THAT ALL ITEMS Or EQUIPMENT ARE SPECIFIED R THE SINGULAR:HOWEVER THE IxsuunmN,En. NO- BY ISSUED TO '*�' DATE CONTRACTOR SHALL PRINCE AMC INSTALL THE NUMBER OF ITEMS OR EQUIPMENT AS INDICATED ON THE DRAWINGS AND (�L6AVWq SCENT nMURES SHALL BE EQUIPPED WITH THERMAL PROTECTION, 4,OTHER EQUIPMENT AS REQUESTED. As ACQUIRED FOR COMPLETE SYSTEMS (0)WRE AID CABLE SH&L BE 5UITAMLY PEFLECTED FROM WEATHER AND OTHER DXLGE DURING STORAGE AND HANDUNG,AND ,0� 6.FLOOR WFIETS/BD%C$/PONE-THIN FITTINGS ETC. SHALL BE IN FIRM-CLASS CONDTDN AFTER NSTALLATION, A%LLWFFI*1 11WD1`r 4Mt3R`WW46W OR�(FC 85 l"rf*ifH THE RECUREMENTS DF THE UL FOR SUBMIT SAMPLES OF THE FOLLOWRG!TEAS TO THE ARCHITECT AND CONSULING ENGINEER FDA APPROVAL: (B)IT I$THE NTENTDN OF THE SPECIRCATIONS AND DRAWINGS TO CALL FOR FINISHED WORK,TESTED,AND READY FOR CLASS P EU OF THE PACTECTBN SPECIFIED HEREIN BEFORE. ML1AM PRmECTOIS SHALL BE OF THE OKAAn DA. (C)COMWCTORS SHALL BE SDP DRAWN COPPER.AMM W FOR SOLID WIRE.ASIN BS FOR STRANDED CONDUCTORS. 16720EfNE4EAWFU6OIDlWECWDRCSMMMEUILT-Ix TYPE I.SWITCHES. CONDUCTOR WORE WES SHALL BE AMERICAN WIRE LACE(AWL):BB AND LARGER OF STRANDED CONSTRUCTION:B5 AND (C)IN ACOrITIONe�T�HE LIGHTING FIXTURE MANUFAC LFAER SHALL SUSHIT,THROUGH THE CONTRACTOR,A CENTRCATION THAT 2,RECEPTACLES. (L)ANY APPARATUIS,ARRANGE,yATCRIAL OR WORK NOT SHOWN ON DRAWINGS BUT MENTIONED IN THE$PCOTGTWS,OR SM ALLER OF SOW CONSTRUCTON. (AN IW NXIMMANII CONRADMaVBMDM1XH"QRE¢LEHT MIMING FIXTURES PROPOSED TO BE FURNISHED ON THE CONSULTING DIAS P.E.,P.C. MICE VERSA RK.OR ANY INCIDENT&ACCESSORIES NECESSARY TO MAKE THE WO COMPLETE AND PERFECT IN ALL RESPECTS PROJECI,WILL OPERATE WTHIN THE TEMPERATURE LINKS AS REQUIRED BY THE U G P L STANDARDS FOR FEtt,ELECTRIC 3.SWITCH AND RECEPTACLE FACE PLATES. ENGINEERS AID READY FDA OPERATION EVEN R NOT PARTICULARLY SPECIFIED.SH&L BE FURNISHED DEINERED AND INSTALLED BY ULHIHG FIXTURES UL57. ELE '- )ON 9I——A AND LEAD THE CONTRACTOR WITHOUT ADDITIONAL EXPENSE TO THE OWNER. (D)GWIREDA STE CABLE SHALL BE THEORY COLOR-CODED DINWIT A SEPARATE COEDIT TOR BY N PHASE AND NEUTRAL USED IGL CONTRACTOR MR SHALL G FILE 'ON BURY PION O D ROAGS(SIZE 1/6'.1 LDrv515tfxTLY THROUGHOUT THE SYSTEM. COLOR-0001IG SHALL BE AS REgU1RD BY THE NEC. I MVWCMG RCPoP1 MR BUIEDINC FILES ON COMPLETION GR PROJECT. WAQITFES AND TYPES Of SWHTTALS AS REQUESTED. 7 De Street-Suite 1801,NeW YDFk,NY 10007 A' I.I.INTERIM WYINAA[S y (D)MINOR DEAL NDT USUALLY SHOWN OR SPECIFIED,BUT NECESSARY FOR PROPER INSTALLATION AND OPERATION.SH&L BE (E)ALL CMGUMON5 SHALL BE RATED TOO VoM.UXIE W CIR W S FO 55 OTIEASE SPEED OR SHOWN THE DRAwIN ,OR R 111 Tel:212.808.4811 Fax:212.287.OW INCLUDED IN THE CONTRACTOW5 ESTIVATE,THE SAME AS IF HEREIN SPELIFF:D OR SHOWN' ELECTRONIC OR COM AAHCATIM USE. (B)FURNISH AND INST&L UGHTING RXTURES AS SHOWN ON THE ELCCIRICAL AND ARCHITECTURAL DRAWINGS. VERIFY E%AGT ,Y LOCATORS Or FIXTURES WITH ARCHITECTURAL REFLECTED COILING PLANS.(SEE SCHEDULE IN ARCHITECTURAL DRAWINGS -RmII:Mall@DlasEng.com np.com (E)WITH SUSWSSIN OF BD.THE ELECTRICAL CWTWCIOR SHALL C1W WRITTEN NOTICE TO THE AACNITECI OF AN MATERIALS IF)CONDUCTORS FOR LIGHTING,RECCFTACLE.AND POWER BRANCH CIRCUITS,FEEDERS,AND SU FFEEDERS SIZE 61 AND SMALIER FOR FIXTURE SPECTICATTOIS.FROVIDE REDUIRED ACCESSORIES FOR CEILING TYPES) 'I OR APPARATUS BELEVED INADEQUATE OR UNSUITABLE,IN NOLATION OF LAWS.ORDINANCES RULES;ANY NECESSARY ITEMS SN&L BE TYPE NHN. OR WORT OMITTED IN TE ABSENCE OR SUCH WRITTEN NOTICE,IT IS MUTUALLY AGREED THE CONTRACTOR HAS INCLUDED (C)FIXTURES WTH BATTERY PARK SHALL BE INSTALLED BY ELECTRICAL CONTRACTORWITH BATTERY PACK SIMILAR TO IBBITM,ATIONS: TIE LOST O<ALL REWIRED ITEMS IN HS PROPOSAL,AND THAT HE WILL BE RCSPDISIGLE FOR THE ARA—D "DONE'MODEL B MO.COORDINATE WITH FIXTURE MANUFACTURER FOR BATTERY PACK MOUNTING, FIXTURES SHALL BE SITIsFICIONT'FUNCTIONING Or THE ENTIRE SYSTEM WIIIKUT EXTRA COMPENSATION. (C)CONDUCTORS GDR FEEDERS AND$UBFEEDERS SIZE/1/D AND LARGER SH&L BE TYPE THIN. AMPERE LTG MCunCG POWER CIA ITS SHALL BE 110 AWL. WE SIZES SHALL BE 910 FOR CIRCUITS GREATER THAN 100 E.NOT MORE THAN WIRED TO BE SWTCNABLE OR VNSWRCHABLE AS SHORAN.CORN 2 UMPS ON DATFEM PACK IN FACIA FIXTURE.PPONDC A,� ABQEE FNSIED FLOOR MCB MAN CIRCUIT BREAKER 16075 WORK NOT INCLUDED THREE(J)LIGHTING Oa COIN:xEUGE QIILET LRLUTIS In ONE CONDGR U.O x. UNSITCHED SOURCE OF POWER TO EMERDWY BALUSF OF SWITCHABLE EMERGENCY LIGHTS. B/G BRFAR LASS SWITCH Mrs MAN FUSED SWITCH (E)ILL FLUORESCE LIMPS SHALL BE ENERGY SAVING T-6'TYPE.LAMP COLOR AS PER ARCHITECT. BLCO BUILDING NO NOT IN CONTRACT 16AM DURET B0I24 ■ (A)THE FOLLOWXC EOVIPN[M ITEMS AND WORN SHALL BE THE RESPONSBIUTY OF OTHERS. C -COLOUR P PRE E�+F�W (F)ALL FLUORESCENT BALLASTS SHAH BE ELECTRONIC TYPE.C.B.M.APPROVED. L.B. CIRCUIT BREAKER PILL PHASE GOlS 1,Moron AND CONTROLS.UNLESS INDICATED OTHERWISE,RAIL K FURNISHED BY OTHERS,BUT SHALL BE INSTALLED AND (A)ALL OUTLET BOXES FOR CONCEALED WRING SNALL BE SHELF METAL,GALVANIZED OR CADMIAA FATED.AT LEAST cKi LIRLVR �L PANEL 353 GEORGES ROAD CONNECTED BY THE EIEOTRIGI COMRAmOH AS INDICTED ON THE DRAWINGS. 1-y INCHES DEEP.SINGLE OR GANGED.OF SIZE 10 ACCOMMODATE DEVICES.COD NUMBER OF CONDUCTORS NOTED (G)ALL INCADESCENT LAMPS SHALL BE 130 VOLTS. G.O. CONDUIT ONLY PRM/JiI' DAYTON, NJ WBIO. CmN CONVENIENCE PWR POWER 732.2J4.BSIO BOXES SHALL BE EQUIPPED WIN PIASTER RING OR COVER AS NECESSIFN. - OT CRAREM TRANSFORMER RWEPT RECEPTACLE ' 2.TELEPHONE MAELS CORE$,CADLF,EMINENT.ATO INSTRUMENTS SHALL BE FURNISHED AND INSTALLED BY THE VENDOR OR D.F. DRINNING FOUNTAIN SEC SECMOPRY ■ 732.274.1372 FAX TELEPHONE COWANT (C)FUTURE$OURS BORES SHALL BE MINMUN 4-IN OCTAGONAL AND,WHERE REQURED AS OUTLET AND JUNCTION BOXES, DISC SW DISCONNECT SWITCH SPEC SPEDIFIGTDN Tx EY SHALL BE M-11/16"INCHES BY 2-1/B'INCHES DEEP. OWG DRAWING sw SCORCH 3.CLE%ATOR SIGNAL AND CONTROL WIRING BEYOND SERVICE FEEDER NOTED ON DRAWINGS SHALL BE PRWDED AND INSTALLED E.C. ELECTRICAL CONTRACTOR 5T0 51AxGN0 AN INTERIOR FACILITY PLANNING SERNCE BY OTHERS (D)WILE BOXES FDA CONCEALED TELEPHONE AND SONANG SYSTEMS SHAY BE Or THE 4 NCH SQ.TYPE WITH PIASTER - EQUIP EOUIPMENT TEL TELEPHONE OOVER AND BUSHED-OPENING COVER PLATE SEE OETUL ON DRAWINGS. - EXIST EXIST D(ISIING TYP TYPICAL _a IrvST&L U.O.N. UNLESS OTHER 15E NOTED _ 4.CONTROLS FOR MOTORS ON MECHANICAL EQUIPMENT UNLESS INDICATED OTHERWISE.MILL W FURNISHED ONOTHERS BUT y SIWALL BE WALLED AND WIRED BY THE EUECFPC&CDATRACTOR. 16M10 GOING,DEVE,FS - F.B.O. fVRHSHEO BY OTHERS VOLTS G GROUND W WIC ME ADM o"IM AND BfEgl a ALIT A.r pRopOBY OF 4M OD~OR IS RE91'01BBlE FOR CNEOQNF ALL. •IS=CODES AND FEES (A)THE WIRING DEVICES SPECPTED ON ORAINGS. , IL,G. ID REG"Tims Pow To GDLAlED n GROUND FA0.RO oIERRUPT WP WEATHER PROOF D.06m AND OOIDIDOID A AOB %F IR ASFORMEA. CV6>mDION AL'CLEARM CES AND OL�FTbd6 RgJLAs E BUILDING LWN m NWCKL G,FABNC/01pN OF YD . J.B. JUNU.OA BO% ROUE CONTRACTOR B RESPONSIBLE m CODBCRNG THE SOT A HAS am EMIC)m CDODCDR IB Rt59 mx FOR QOWLYNB BAN ALL W$CONSTRUCTION NCAM USE OF OH OESM FOR AMY MICR NABOSC IS (A) ND MATERIALS AMC WOIMMTY Co ANl COMPLY CORN&L CARRIERS CODES,MELInGTDNS,LOCAL GRDPLWCES, 1.WALL SCOTCHES. WHERE MORE THAN ONE FLUSH WALL SCOTCH IS INDICATED IN THE CAME LOCgTON,THE SWITCHES SH&L +'+{ ..INDUSTRY STANDARDS.UTILITY CNPAN'AND FIRE INSURANCE CARRIER$REQUIREMENTS. BE MOUNTED ON CAN65 UNDER A COMMON PULE. - IAIA111110T12m. - (B)IN CSC OF DIFFERENCE BETWEEN THE BUILDING CODES SPECIFICATIONS STATE Uw5 EQCAL oRDIruNCEs.INDUSTRY 2,RECEPTACLES,DUPLEX 21M, _ PROJECT NAME: STANDARDS,UTILITY COMPAM REGULATO .FIREIHSUA NICE GRAE mIRNIEN S, Np KE CONTRACT DOCUMENTS. (B) WAIV THE MOST STRINGENT SHALL COvMK INC LWIIUCIOR SHALL PROypR'i-KU1Fi'HE- --LL;1 11 111 NL UI ANT lB)THE ELECTRICAL CONTRACTOR SMALL FURNISH AND INSTALL WALL PIATFS TF APPROPRIATE TYPE-ND SIZE FOR ALL WANE U3S AND CONTROL UCACES,(EXCEPT SIGNAL AND TELEPHONE OUTLETS PROVIDED BY CABLE VENDOR)..PGTES,$HALL N c SUCH DEFERENCE _ SELECTED BY ARCHITECT. (C)NONCOMPLIANCE:SHOULD THE CON'MIUCA PERFORM ANY WORX TUT DOES NOT COMPLY WITH THE REDUINTNENIS Or (r)OUTLETS AND CIRCUIIS INDICATED BY THE APPROPRIATE SYMBOL ON THE oRAWtHGS SHAEI BF Go IRDLLED BY'A REMOTE 1471 IYANOUGH ROAD THE APPLICABLE BUILDING CDDES.STATE LAWS.LOG&ORDINANCES.INDUSTRY STANDARDS FIRE INSURANCE CARRIER'S CONTROL LOW-vOITAG[AEUY SYSTEM AS MANUFACTURED W WAT STOPPER. THE SYSTEM SHALL BE COMPLETE WIN ALL REQUIREMENTS,AND LHIUIY COMPANY AECULATONS,HE SHALL BEAR THE COST AASNG IN CORRECTING AM SUCH AEUVS,WICKS.METER SWITCHES.POWER SWAY.OCCUPANCY SENSORS,EC. HYANNIS, IAA ZIP CODE DEFOEXCIES. DRAWING TITLE: " (D)APPWAM,CODES AND ALL STANDARDS SHALL INCLUDE ALL STATE UAWS,LOCAL ONINANCES.UTILITY COMPANY IB106 ELFCTRGL IDENTIFICATION REGIMTDNS ELETRICAL SPECIFICATIONS AND THE.APPLICABLE REQUIREMENTS Or THE FOLLOWING NATDNAIY ACCEPTED CODES AND STANDARDS: (A)THE ELECTRICAL W W NEXR SMALL MAINTAIN DN ACCURATE RECORDS or ALLTHEP DEVIATIONS IN WORK As ACTUALLY - PROJECT NO.: 200727 .NORTH FLOOR NO. DWG. NO. INSTALLED FROM WORK NNTS SHALL N THE DRAWINGS. ON COMPLETION OF THE PROJECT,TWO(2)COMPLETE I.BUILDING CODES SETS m MARKED-UP PAINTS SHALL BE DELIVERED TO THE ARCHAECI OMRKEO- A.LOCK L BUILGND CODES UP PRINTS SHALL HAVE DATE: 09/20/07 B.LOCAL BUILDING WOE EL[CRC&COx1RICTOR(EC)LOGO WIN ENO NEFTS LOGO DELErED FROM pRAWNGS . ^ C.NATIONAL ELECTRIC EWES - - USE: - S,00e L E-1 D.STATE ELECTRICAL Goof (B)PROVIDE A&IUD PIExUEL PLASrC HAMCPLATE WITH 1/e RICH ENGRAVED LETTER:uOUxT - SF/PP;' 227 E.LOCAL MUNICIPAL ELECTMCA CODE ONN EACH STARTER DSCWNECI SWTCH PUSHBUTTON STATION POWER AND LIGHTNG PANEL,AND AT EACH CCIUNC OR WALL ACCESS FIND,TO ELECTRICAL WORM. ATTACH NAMEPLATES NTH SELF-TAPPING SHEET METAL SCREWS, DRAWN BY:MC UBS PROJ. NO: 'TOOT 94 _ - CHECKED BY;GB WIRE CODE: U027 • SCALE: 1/8"=1'—O" SHEET: OF .,f TERMINATE AND CAP $ LMM r 6"ABOVE HUNG - TERMINATE AND LAP _ T T��' OFFICE OFOC[ HUNG CEILING HUNG 6"ABOVE HUNG -PUBS CEILING CEILING CEILING [76J �237� 6. HYANNIS, MASSACHUSETTS 4X4X2-1/2"CK 'I ENT G0. SQUARE BA WITHDRAG WIRE SINGLE GANG 1" EMT C.O. 1 BOX W/REDUCER BACK BOX U�TB F_ ' ( I , IG FOR SINGLE - 1 (FACEPLATES AND - B OFFICE � _ GFACEPLgATES AND' VENDOR). �'BLE I 3°7 I UB I 'EENOOR)Y COMM. DATA OUTLET -PLAN - T _.. - DATA UT FINISHED TV OUTLET 1)I ;n7 >Si. :::- . .�% -1 �c,'r :.,L; ..-� LeT g KEY 60/3/240/ 3 .� 4 N �^, _-. :. tyy •I TO'IJ FLOORED _ FLOOR '' FPB_s _ 'I TYPICAL TELEPHONE TYPICAL TV SIGNAL IN3FPB 5N U'B1 SHI'L¢2"a ' " . . 1 DATA _SIGNAL _ OUTLET OUTLtE T CONNECTION UBSH-B,10. T I) Tl G J LIi Jj 1Ll1 0/4fl1 �, .. TERMINATE AND P • _ �i - J73i I I =: 8"ABOVE NUNGCA .. /) -� ), ` EBH 30//240 1 1 HUNG r'33�-6� I 1 pp UBSH-2daa AR 4 t ( E ` f.' J �1 F`-1. ;r - CEILING \T• .. ` .1 f.� �I !;' � CEILING r 'r. r7J21 U S� 5 MLSiy; 'e 1ONk.l001t V r sai F P.2.�. ,7 . /4 EMT CO, .7r *y{ BOX 'U-' _.I�{ "f SINGLE GANG AND WITH DRAG WIRE Ir2_�d 1 ("" " I-. 1ZS.: _ TP7 12'r'• 'I" I (FAG EPLAIES AND 4MINN a__ INNNN - VA �' �I (� 01PC I BSB 17 BSB- bZ �EDH(P2 4 PII VENDORly COMM. N13/4 C P -B _ TP2�49 0/3/2a0 I FOR 4 M+»^e. _ s�S' SH- .. _-._.J - TELEPHONE OUTLET IN AREA OF WORK Uesa 4. .. 0. G... _ UB y F^1w EF 4,}' 1v2-67.61 OFFI F 1 - 2d0 TP TM ._ .. 30 FINISHED - �231,_._. /2/ ,TAR"2-79 P2 T i 11 FLOOR -- A' l VAV 2""-" ,✓',, s J TP2-20 TP2-16.. �. ' OC r..., B_ .I TP2-78,BD�_-207J r 21- j II r.srsr. r, q- 30 2 204 14 VA L NO. BY REVISION DESCRIPTION DATE rr / uBe-6 _/�Y II, TYPICAL DATA SIGNAL OUTLE ICI _ Its OTFu£ i, 4. (--, D 4 FSD .zi 1 I � 2?5 UBSH-21 TP2-75 - I P2 10 4�1�_ 711-, r.. ', J f 2pjJ UBSB-16 ("02 j I _ FS 6 L- 1' 1 1 6C-3/4"C.TO . ��g�.__fI _ j UBSB JUBSB-21 L•- 3 �SD-1 �� UBSB Jt TP2-24 " // P, c \� �.�,`\\ \�~\\,���.. ._..GEL{BH E f ::_, .D a•• '�'r..'L.-;N, o t`' `G'' EQUIPMENT GROUND A' A[uNlr 2 1� 3 240 .\"\ \ c\c \C �\�\\`� \ . / FSD-10 , itr-; UFTICE - \\�� q4 �\. \ 1�� BAR IN PANEL 'UBS A, - 4gi0,1/1DG \, \\�`••\ .\\\\ \ , `\ � BBB Et 1. \ TP2-23 EP.9_2 IN 3/4"C 4 10, 1 \ \\\ \�\\. \�.� �' \ \. \ FSD H. 3/q ,� \\\\ \��\\' `\.\\:� \ '\,\ \`\:< `,\ \ ,��!'''' Ip� GROUNDING�AR PBX \\ \\\\���\� ,��\\\ \`� \\�' �!�^�I �7 �f 'r�"'I TP2-63.65 UB9B-23 i ® 11\• p UBSH-7.9,11J7P2-77 �\ \\� \ \,`���\\\\ \\� \\\\\\ El El 1) F 9 .�4P/z/2:o O vAv-4 30/3/za UBSH 3. - ��\\`, \ ;\��cP��\ \ N8.1�J1 DO A`'c 1120a� e LI L 10 s H D \� p CEILING TIN 1 C I MOUN R 1 CRAG-2 O ii i� v v.. :v �A�` r� �_� �1PAazaR :<:n Fla p/ zaD i. \_I, _ � H�I f �__ � �� I �.-- \ € Y\ \ \\\\\\\ \\ \�\ !�J W, TP2-43,45 1 \ I SE Y NETWORK P T 1. A �I N=. 2 _. E TP2-44,46 SEE ENLARGED PLAN ON' _ 9.Gki__._ (�I�-� II ._ UBS-AEi j{ -1 DCR E J -THIS DWG. FOR ..-F1 I-2��� If 1 _ ELECTRICAL WORK IN ! i L� -�1 �.1 / �? HIS ROOM. � - OB 8-36 � 10 EQUIPMENT 15KVA T 'tT ;�;A T �"� - -- _- n- �.. .. A>'dls• CT DrF!a oFrref o:Oc.=. NEW EQUIPMENT ROOM PLAN_ - POWER LEGEND PANEL SCHEDULE • SYMBOL DESCRIPTION POWER PLAN NOTES Q 1. ALL CONVENIENCE AND DATA POWER BRANCH CIRCUITS ON THE FLOOR SHALL BE CONNECTEO TO NEW PANEL NO: UBS-A W/ SHUNT TRIP 120V,20A WALL MOUNTED DUPLEX RECEPTACLE, NEMA 5-20R FOR CONVENIENCE POWER. 120/208V, PANEL 'UBSB'. MAINVOL CIRCUITBREA10ERo/250A 08 PHASE: 3 WIRE: 4 M9N COPPER BUS: AIC1 SYMM. 2. ALL WAG EQUIPMENT TO BE CONNECTED TO THE EXISTING 20B/120V PANEL TP2-SECTION-1'. COORDINATE TRIP 120V, 20A WALL MOUNTED DUPLEX RECEPTACLE ON SEPARATE CIRCUIT FOR CONVENIENCE POWER, NEMA EXACT LOCATION OF HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR. CKT AMPS DESCRIPTION A-PH(VA) B-PH(VA) C-PH(VA) DESCRIPTION TRIP CKT - 5-20R GREY COLOR. 'GFI' INDICATES GROUND FAULT INTERRUPTER WHERE INDICATED. 3 ALL DATA POWER OUTLETS SHALL BE RED COLOR. PROVIDE SEPARATE EQUIPMENT, MINIMUM # 12 WITH EACH 1 20/1 PBX 950 300 SEC. WALL 20/1 2 -- TWO WALL MOUNTED DUPLEX RECEPTACLES WITH (1)TWO GANG COVER PLATE: CIRCUIT. 3 20/1 PATCH RACK 5p0 1080 SEC, WALL 20/1 4 (1) 120V,20A DUPLEX RECEPTACLE FOR CONVENIENCE POWER,NEMA 5-20R AND, 4, LOCATION & DIMENSIONS OF ALL OUTLETS, DEVICES ETC.SHALL BE AS PER ARCHITECT'S DRAWINGS. 5 20/1 NETWORK RACK 500 500 PATCH RACK 20/1 6 2 CD ADDENDUM Al 11 02 07 (1) 120V.20A DUPLEX RECEPTACLE.RED COLOR FOR COMPUTER POWER, NEMA 5-20ft 7 20/1 NETWORK RACK 1080 SPARE - 8 1 CD ISSUED FOR BID 10/19/07 120v, 2DA CEILING MOUNTED DUPLEX RECEPTACLE. NEMA S. COLOR,TYPE& FINISH OF ALL OUTLETS,DEVICES& FACE PLATES SHALL BE AS APPROVED BY THE ARCHITECT, ® EXCEPT ORANGE COLOR FOR COMPUTER RECEPTACLES AND GRAY COLOR FOR DEDICATED RECEPTACLES.ALL 9 20/1 NETWORK RACK 500 540 CONV REC 20/1 10 NO. BY ISSUED TO DATE 5-20R FOR PROJECTOR POWER. FACE PLATES COLOR BY ARCHITECT. 11 20/1 CONS REC 540 500 SECURITY RACK 20/1 12 ..da 120V, 20A WALL MOUNTED DOUBLE DUPLEX RECEPTACLE, NEMA 5-20R FOR CONVENIENCE POWER. 'GFI' 6- ALL NEW WORK SHALL MATCH EXISTING 'UBS' STANDARDS,AND SHALL BE CARRIED OUT IN STRICT COMPLIANCE 13 20/1 SPARE SPARE 2D/1 14 - ' Y INDICATES GROUND FAULT INTERRUPTER WHERE INDICATED. OF N.E.C., B.O.C.A., RULES AND REGULATIONS OF BUILDING AND AUTHORITIES HAVING JURISDICTION. 15 20/1 SPARE SPARE 20/1 16 WALL MOUNTED COMBINATION TYPE DATA/TELEPHONE OUTLET. PROVIDE 4"SQUARE SBOX WITH 1"EMT V 7. PRIOR TO SUBMITTING HIS BID THIS CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND INFORM 17 20/1 SPARE 500 SECURITY RACK 20/1 18 - CONouT STUB-UP 6"ABOVE CEILING & PULL STRING, CABLE AND FACEPLATE SUPPLIED AND INSTALLED THE ARCHITECT/ENGINEER OF ANY DISCREPANCY BETWEEN THESE DRAWINGS AND THE EXISTING CONDITIONS,AND 19 20/1 SPARE SPARE 2D/1 20 BY COMMUNICATION VENDOR. INCLUDE IN HIS BID TO CORRECT THE SAME AS DIRECTED. 'UBS' IS NOT RESPONSIBLE FOR ADDITIONAL COSTS CLIFFORD DIAS P.E.,P.C. 12 WALL MOUNTED CABLE TELEVISION OUTLET. PROVIDE SINGLE GANG BOX WITH 3/4"EMT CONDUIT RESULTING FROM VERIFIABLE EXISTING CONDITIONS DISCOVERED AFTER CONTRACT HAS BEEN AWARDED. 21 20/1 $PARE SPARE 2D/1 22 CONSULTING ENGINEERS STUD-UP 6"ABOVE CEILING& PULL STRING. CABLE AND FACEPLATE SUPPLIED AND INSTALLED BY B, ANY WORK INVOLVING LOUD NOISES (DRILLING. HAMMERING, ETC.)THAT WOULD DISTURB THE BUILDING'S 23 20/1 SPARE SPARE 20/1 2d 'UBS VENDOR, TENANTS,SHALL BE CONDUCTED AFTER-HOURS, WITH OUT EXTRA CHARGE TO 'UBS'. LCL x 1.25(VA)= D 1930 2620 2540 17 Dey Street-SUl1e 1601.NEW York NY 10007 NEW FLOOR MOUNTED DOUBLE DUPLEX RECEPTACLE: OTHER LOAD(VA)= 7090 Tel:212.608.4811 Fax:212.287.0622 11) 120V, 20A DUPLEX RECEPTACLE FOR CONVENIENCE POWER,NEMA 5-20R AND. (1) 120V. 20A DUPLEX RECEPTACLE, RED COLOR FOR COMPUTER POWER, NEMA 5-20R. TOTAL LOAD(vA)= 7090 FEEDER AMPS = 20 E-mil:MaII�DiaBEng.com I AND (4) CAT- 6 COMMUNICATION JACKS WITH A 4"CORE DRILL 0 SLAB. "WIREMOLD' RC4 MULTIPLE SERVICE CATEGORY 5 POKE THRU FITTINGS WITH SLIDE COVERS AND CARPET FLANGES - BLACK COLOR, - O WALL MOUNTED JUNCTION BOX WITH CONDUIT RISE UPTO CEILING FOR POWER INFEEDS. EQUIPMENT ROOM NOTES EQUIPMENT ROOM LEGEND , WALL MOUNTED JUNCTION BOX WITH CONDUIT RISE UPTO CEILING FOR � 20A, 125V TWISTLOCK,NEMA L5-20R, MOUNTED ON THE LADDER RACK. OT COMMUNICATION INFEEDS. 1) ALL OUTLETS TO BRANCH CIRCUITS IN PANEL 'UBS-A' U.O.N. 2) PROVIDE SEPARATE NEUTRAL AND SEPARATE GROUND WIRE (MIN/ 12, U.D.N)WITH EACH BRANCH CIRCUIT(NOT TO 120V. 20A WALL MOUNTED DUPLEX RECEPTACLE, NEMA 5-20R FOR ■ 3 GE J JUNCTION BOX,SIZE AS REQUIRED. CONVENIENCE POWER. 353 GE, NJ D ROAD Q BE DAISY CHAINED). ALL CONDUCTORS FOR SERVER AND NETWORK RACKS SHALL BE /10. - ❑ 732.274 32.27, 5 08B10 - JUNCTION BOX WITH TOGGLE TYPE DISCONNECT 20A SNATCH. 3) PROVIDE 4"x 1/4"COPPER-GROUND BAR,20" LONG WITH 1.#6 -3/4%GROUND WIRE FROM NEAREST BUILDING � (1) 6'-D" LENGTH VERTICAL PLUGMOLD WITH (12) 15A SIMPLEX OUTLETS MOUNTED INSIDE OF 732.274.9540 VERTICAL WIRE MANAGER ON RACK OR WALL. WIREMOLD 2000 SERIES 20GS609 HARDWIRED,IN 732.274,1372 FAX • STEEL FOR COMMUNICATIONS GROUNDING. INSTALL ON 2"STANDOFF INSULATORS. MOUNT 8'A.F.F.CONNECT OTHER THE NETWORK RACKS AND ON WALL, PLUGGED INTO TWISTLOCK RECEPTACLE IN SERVER RACKS. END OF COPPER BAR WITH 1 #6 IN 3/4"C TO-EQUIPMENT GROUND BAR IN PANEL'UBS-A'. ■ AN INTERIOR FACILITY PLANNING SERVICE JUNC00N BOX WITH 20A SINGLE POLE THERMAL SWITCH. 4 EXACT QUANTITY AND TYPE OF EQUIPMENT TO BE DETERMINED BY "UBS"COMMUNICATIDNS. J ) I WALL MOUNTED PDT OUTLET FOR AUTOOIALER. [,-],J� UNFU5ED DISCONNECT SWITCH, IN NEMA 1 ENCLOSURE U.O.N. 5) ELECTRICAL CONTRACTOR TD PROVIDE END BUSHINGS AND PULL STRINGS FOR ALL EMPTY CONDUITS. 60/3P 600 60-SWITCH RATING. 2P-No. OF POLES, 600- RATING VOLTAGE /W WALL MOUNTED TELEPHONE OUTLET. 6) SPRINKLERS INSTALLED WITHIN THE EQUIPMENT ROOM SHALL NOT LOCATED ABOVE EQUIPMENT CABINETS. FOR " A-/R' WALL MOUNTED LOWER/RAISE SWITCH FOR PROJECTOR INVERTED TYPE SPRINKLER HEADS SHALL BE USED. MC WdDel=O CMIVO IS 0 9'8 gr ME TIE IAA 111M D 0 CDM Al I RSOBILE OM 10 ALL 4L OD CEILING MOUNTED DUAL TECHNOLOGY HEAT/SMDKE DETECTOR. 'rt ''��L T6 9npTp gAEq tops ao Tiqulm6 aam TO SCREEN. 7) ELECTRICAL PANELBOARDS SHALL BE MOUNTED AT LEAST 12" (24"PREFERABLE) FROM ANY DATA RACK OR NOW CCRUr TIA aarWwm A,e OR COMIE sago S tr¢M am crow. m 1c aIs E so O EXSTING PANEL CABINET. IIGRc �W 6 L CCIOWM 11E 91YE j 0101oR OII N PkAM m I6P016 ® BREAK GLASS SWITCH URAUT MED 1WN ILL 491i 00/RRIIC11011 HORS.116E p 11�061D4 TOR NVI O1rg11 RABOQ K NEW.PANEL 8) VERIFY TYPE OF OUTLETS/CIRCUIT BREAKER/WIRING FOR TELEPHONE SWITCH WITH "UBS'COMMUNICATIONS. - ® SENSAPHONE AUTODIALER. - - B) EACH INDIVIDUAL UPS LARGER THAN GLOSS(IF ANY)SHALL BE EQUIPPED WITH A REMOTE EMERGENCY POWER OFF (EPO) DEVICE DAISY CHAINED TO A BREAK GLASS WITCH FOR COMPLETE SHUT DOWN IN CASE OF FIRE ALARM EMERGENCY. E.C. WATER LEAK DETECTOR SEE AUTO DIALER DETAIL IN DRAWING E-4 FOR SPECIFICATION. PROJECT NAME: SHALL VERIFY QUANTITY AND E%ACT,DEVICE WITH "UBS"COMMUNICATION AND UPS MANUFACTURER. ( UBS - 10) C.C.SHALL VERIFY EXACT POWER REQUIREMENTS AND LOCATION OF THE EQUIPMENT BEING INSTALLED WITH"UBS" COMMUNICA7IDN VENDOR PRIOR TO COMMENCEMENT OF WORK. O1 3/4"FIRE RETARDANT PLYWOOD BACKBOARD ON ALL WALLS UPTO CEILING. PROVIDED AND INSTALLED BY C.C. 1471 IYANOUCH ROAD Q PUSH BUTTON TYPE,BREAKGLASS SWITCH(FOR EMERGENCY POWER OFF)WITH PROTECTIVE CLEAR HYANNIS, MA 21P CODE EQUIPMENT ROOM IS NEC 645 AREA AND COMPLIES TO THE FOLLOWING: COVER. (SEE DETAIL IN DRAWING E-4). DRAWING TITLE: , w u " - 545-2 (2) SEPARATE DEDICATED HVAC SYSTEM IS PROVIDED FOR THIS ROOM; .0 WALL MOUNTED (54"'HIGH) AUTODIALER. SENSAPHONE MODEL# 1104 WITH BUILT-IN 'HI/LOW POWER& COMM. PLAN - 645-2 13)ALL INSTALLED,IT EQUIPMENT SHALL BE LISTED; TEMP'ALARM SENSOR AND ANOTHER SENSOR:FGD-0013' FOR DETECTION OF WATER LEAKS. (SEE - 645-2 (4) ONLY PERSONNEL NEEDED FOR MAINTENANCE AND FUNCTIONAL OPERATION OF THE INSTALLED IT SCHEMATIC DETAIL IN DRAWING E-4). PHONETICS INC. 0 (610) 550-2700. EQUIPMENT WILL OCCUPIE THIS ROOM;. 4 AUTO-DIALER DEDICATED TELEPHONE OUTLET PROJECT NO.: 200727 NORTH FLOOR NO. DWG. NO. - 645-2 (5) THIS ROOM 15 SEPARATED FROM OTHER OCCUPANCIES BY FIRE-RESISTANT-RATED WALLS. FLOORS, 0 AND CEILINGS; DATE: 5,006 07 645-10 A DISCONNECTING MEANS ARE PROVIDED TO DISCONNECT THE DOWER TO ALL ELECTRONIC O 120/208V, 30, 4W, SURFACE MOUNTED PANEL. /-/� ^^ //� EQUIPMENT AND THE HVAC SYSTEM IN THE ROOM. SF/ 227 L' `-i I © 12"WIDE, 4'DEEP,3/B"%2"SOLID BAR STRINGERS,AL LADDER RACK 7'-6"A.F.F. "B-LINE". SF/PP; 227 0 (2) 4"SLEEVES THROUGH THE FIRE RATED WALL. DRAWN BY:MC © UBS PROJ, NO: 100194 (1) 3'EMT CONDUIT TO THE BUILDING TELEPHONE ROOM. CHECKED BY:GB WIRE CODE. U027 L _ - SCALE: 1/8"=1,-O" SHEET: OF L - - - - - - - - '-) ,.. ..�,..,,,,_..� µ .. -env -- «•� ,� --'-- BDM - _ bFF CE OFFICE _ LIGHT FIXTURE SCHEDULE -PUBS 51 4 HYANNIS, MASSACHUSETTS --- -- m 1 RE is CELL PARABOLIC FIXTURE WITH NO 0` ICE NEW 2 RECESSED FLUORESCENT RLETURNIGHT FAIRUSLOTS. - SPEC 3 G B MANUFACTURER.-LITHONIA 32-18LD 120 I j � { ,1 ,__ ',-,,..-_.•,"S•-,,_,; C, _ .:LAMP: (3) 32 WATT T8 LINEAR FLUORESCENT ♦ -'--" _ s ___ - / I I - rJ._.. -._ ;a, fml T .: . . {� r _ 'II KEY PLAN SAME AS ABOVE, EXCEPT WITH EMERGENCY BATTERY - -_ _ _ _ _ _,_j ..- • __i i� -- I Y � BALK UP AND TEST SWITCH. _ I // I • 03 q -��- - _ I 7"�1';->;"I'�'T'''�i f"I"'1 / I 2� .NEW 2'X4' RECESSED INDIRECT/DIRECT FLUORESCENT _ _ 1��I II ' // - -`"- - �L1J�' 1�_t _ LIGHT FIXTURE. �4 " -- Z -- _ _....- -.----- ,-- _ - MANUFACTURER: LITHONIA - -- .. .- - S•: xe:,a':_._. .._ ,."K1F,,..�.:1.. 'F-"-_-^ ': _§..<' . • - _.___ { - HY''1R-_ Z — 1 • I i' 3` SPEC. 2AV-G 4 32-MDR-SMD I J 2 22 Z 1 I 'LAMP: (4)32WATT T8 LINEAR FLUORESCENT \. R A _._ _.. _ _ __ I` j ! p NEW RECESSED COMPACT FLUORESCENT DOWNLICHT LZ2 - MANUFACTURER; EDISON PRICE SPEC: SB218/7/120/CGL/DM LAMP: (2)18 WATT EMERGENCY BATTERY BACK UP AND TEST SWITCH,I- -�-. 1,-__ , SAME AS ABOVE EXCEPT WI_ ^v.:rxjnn ...r^><b rr- .. .., - . T NEW RECESSED COMPACT FLUORESCENT WALL WASHER r .22MANY ACTURE DIS N ICE N AREA OF WORK SPEC:F SMP209/7/MhV/120/CFL 1LAMP: (Z) 9 WATT(ht i (Pi NEW PENDANT F XTUR VISA 1 .. - ,- .-..1� MANUFACTURER:PENDANT LIGHTING - _ J I • - - 2 , �` • 1 1 1 • i -_A I• 1 I 1 -f • MODEL MIAMI PENDANT N0. BY - REVISION DESCRIPTION -GATE OFFICE I 9�r I J 1 __ J SPEC: CP PAINTED TIN ALUMINUM SAL ORDER>5 24"pAH) _ 2 2 1 LAMP 2 WATT-4 PIN INUM I 1 - _ _ FINISH:(PAI�iED SATIN ALUM _..L-....n r:.,yr T I ,�'�t•Q CF\R\\r�`�C�'\ �:'-�\ \ SAME AS)ABOVE,SEXCEPT WITH EMERGENCY BATTERY CFt ICE 1 -_j.. .._ _'. — - --- \��\\Q\ \\�\\ � \\ SWITCH - OS ?' }- - \��\`�\ \ ,.��\\\ \\ �� \ \���.\ \ \ \• I OS J i o NEW RECESSED FLUORESCENT 5"DOWNLIGHT IN \ ���\�\ ���\\ � \ \��\\• I ...] CEPTIONAREA ONLY MANUFACTURER: RER. LITHONIA LIGHTING (PART OF ACUITY BRANDS A SPEC: LOJ-13077 277-GE910-J01A II LAMP: WATT C.. L TP-J � � -j r. .�A� V yV A. vvV��vAv�.Y �:;�>\vv -_ __ _ ;7.--i � NEW WALLLL SCONCE .. 1212-5}-1 - - I J J I OS 1 - A�v� v ���V � ���AA�A�w�� v �V '•i - - - Y OS SPEC TBD MANUFACTURER:VISA LIGHTING 1--- (MOUNT AT B'—D"AFF \� X \ cay!eME I NEW CEILING MOUNTED ILLUMINATED EXIT LIGHT, : --i-- _�- �.____. 'V� ,�V�vAA��W: V� v�� v`\��yJ �A��vy� v�V �: A,��-.vy J _- yv v A - ' v A V A ca I r' .. _ .,. \.\...,.„ \.y4,I. \\' ,� \ �\ \ \\� \\' \ �'\ \\� _ ARROW INDICATES DIRECTIONAL TYPE FOR EACH FACE OF SIGN. GTC IS TO MATCH BUILDING STANDARD EXIT 9 II it G 4j°\•� \\ \`�''�" r}'+ + �• SION. USE THE FOLLOWING IF BUILDING STANDARD IS • �174.1 17231 �222� O_._ ..;�.L�,.;h_.... ..._..... -..'-''-. "I:1.(:..Il sl 1..if 1"I 1 1 1 1 1 1 III 1 NOT SPECIFIED. OFFICE iwrlce C.rFKE 1 I! @ li 1 11 Il I H II I I 1 1 li N li I I II 1 it 1 1 1 11 1 1 1 1 1 I I 1 1 1 I I 1 I 111 1 1 I I I I I MANUFACTURER:LITHONIA 11 L L�1-. 1 ��O.��.�..L�P.-1_II_1 I I 1 1 I II I STYLE: QUANTUM I -4 ------- SPEC: LQM/S/W/3/R/120/277/ELN - 4 II II a I T T T 1 �t�_?______ .t1-111L1'11� 1 I� t' 1_ NOTE REFER TO ARCHITECTURAL DRAWING FOR COMPLETE • LIGHTING SCHEDULE, LIGHTING NOTES =Wvvv- ON TIMECLDCK DN LOADS LTG.CKTS 1. ALL 115 VOLTS LIGHT FIXTURES IN THE WORKING AREA SHALL BE CONNECTED TO THE EXISTING 120/208V, 30, 4W WIRING LEGEND OFF=AUTOMATIC(SENSOR CONTROL) PANEL 'TP-2'. O2 ALL EXIT& EMERGENCY LIGHT FIXTURES IN THE WORKING AREA SHALL BE CONNECTED TO CIRCUIT# 7 IN THE SYMBOL DESCRIPTION EXISTING PANEL'TP2'. - — — ------ 2 CO ADDENDUM t 11 02 07 O3 THIS CONTRACTOR SHALL INSTALL A SWITCHABLE TYPE EMERGENCY BALLAST FOR ALL EMERGENCEY LIGHT 1 CO ISSUED FOR BID 10/19/07 1 ZONE FIXTRURES. PROVIDE BOTH THE SWITCHED HOT AND UNSWITCHED HOT. BATTERY BACK-UP SHALL ACTIVATE CEIUNG MOUNTED OCCUPANCY SENSOR, 'WATT STOPPER CI-20�. 'i INDI[AaE3 zoNE. RETURN I 1 ELECTRICAL ® N0. BY ISSUED TO DATE INPUT J ONLY WHEN THE UNSwITCHED HOT DROPS OUT. NEW LTC PANEL 4. ALL OCCUPANCY SENSOR LOCATIONS ARE APPROXIMATE, REFER TO MANUFACTURER'S INSTALLATION �""�� CEILING MOUNTED ULTRASONIC OCCUPANCY SENSOR, DIRECTIONAL, MOUNT PROPERLY, 7'INDICATES RELAY PANEL INSTRUCTIONS PRIOR TO INSTALLATION. ZONE. 'WATT STOPPER MODEL WT--CC-1105'. 5, CONTRACTOR IS RESPONSIBLE FOR: CEILING MOUNTED ULTRASONIC HALLWAY OCCUPANCY SENSOR, DIRECTIONAL, MOUNT PROPERLY, CONTROL NTRO ZONE INDICATES ZONE. 'WATT STOPPER MODEL W7-CG-2255'. OUTPUT BLU �D,21t-Co TPUT2x a)PROPER SENSITIOtt AND TIME DELAY SETTINGS AND MANUFACTURER'S RECOMMENDED PLPCEMENT.b)FIELD VERIFICATION Of CIRCUITS WITH RESPECT TO POWER PACK PWCEMENT. CLIFFORD DIAS P.E. P.C. COMMON BLKLTG.CDMRDL PANWITHSINGLE POLE SWITCH I ICONSULTING ENGINEERS +24 VpC RED OCCUPANCY SENSOR OVERRIDE �)FELD D VERIFICATION ATE NUMBERS F REQUIRED NUMBER OF POWER ANO CIRCUITS K SHOWN.AS DRAWINGS DO NOT G- P3 THREE WAY SWITCH 7 Dey Street-Suite 1601,Nm Y^NY 10007 TYPICAL WATT STOPPER TYPICAL WATT STOPPER 8. SET TIME DELAY FOR OCCUPANCY SENSOR 10 ITS MAXIMUM. J Te1:212.808.4811 Fax:212.287.OR22 CEILING SENSOR CEILING SENSOR Q JUNCTION BOX,SIZE AS REQUIRED. E-mail:81 Fax:21 C7. ' 7. TOGGLE SWITCHES SHALL ACT AS MANUAL AUTO-OFF SWITCH TO OCCUPANCY SENSOR.CONTRACTOR SHALL PROVIDE O• OCCUPANCY SENSORS, POWER PACKS AND WIRING. 10 WALL MOUNTED DORMER SWITCH NOVA'r SERIES. B REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION, NUMBER OF FACES AND ARROW DIRECTION OF ALL -EXIT- -J� HOME-RUNS. NUMBER OF ARROWHEADS INDICATE NUMBER OF CIRCIJFFS TO PANEL. - LIGHTING CONTROL NOTES. SIGN LIGHTS. � NEW LEG.CDNRROL PANEL ULTRASONIC CEILING MOUNTED SENSORS SHALL BE LOCATED NO CLOSER THAN 6' FROM AIR SUPPLY/RETURN REGISTERS. 9• LOCATION AND DIMENSION OF ALL LIGHT FIXTURES, SWITCHES AND DEVICES SHALL BE AS PER ARCHITECT'S DRAWING. C� EXISTING PANEL - , CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL ALL OCCUPANCY SENSORS AND ACCESSORIES. CONTACT'EOM 10, COLOR,TYPE AND FINISH OF SWITCHES AND COVER PLATES SHALL BE SAS APPROVED BY THE ARCHITECT. EXISTING 75KVA,XFMR GRIMM AT TECHNICAL SYSTEMS SERVICES INC. FOR TECHNICAL INFORMATION AND ORDERING OF OCCUPANCY SENSORS GDS AND LIGHTING CONTROL PANEL. PH 800 955-3269. I1. ELECTRICAL CONTRACTOR SHALL INCLUDE IN HIS BID PROVISIONS FOR SUPPORTING CABLING ABOVE THE CEILING. i NEW FLOOR MOUNTED 3DKVA,XFMR R ( ) 353 GEORCES ROAD CONTRACTOR SHALL ENSURE THAT LIGHTING FIXTURE MOUNTINGS FULLFILL BOCA REQUIREMENT ON SEISMIC RESTRAINTS, ❑ DAYTON, NJ D8810 - 12. PRIOR TO SUBMITTING HIS BID,THIS CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND INFORM THE — 732.274.9540 ' ARCHITECT AND THE ENGINEER OF ANY DISCREPANCY.BETWEEN THESE DOCUMENTS AND THE EXISTING CONDITIONS - 732.274.1372 FAX @. AND INCLUDE IN HIS BID TO CORRECT THE SAME AS DIRECTED. CONTRACTOR IS ALSO RESPONSIBLE FOR MAINTAINING RK IN THE AREA i ■ AN INTERIOR FACILITY PLANNING SERVICE CIRCUIT CONTINUITY AND SWITCHING TO ALL FIXTURES IN THE ADJACENT AREA AFFECTED BY THE WO NOTE:FOR COMPLETE U@I GHD SPECIFICATIONS REFER TO ARCHITECTURAL DRAWINGS. OF CONTRACT, DISCONNECT,TRIM, AND SAFE.OFF CIRCUITS THAT NO LONGER FEED THIS AREA IN THE SCOPE OF ' WORK. 'UBS' IS NOT RESPONSIBLE FOR ANY ADDITIONAL COSTS RESULTING FROM VERIFIABLE EXISTING CONDITIONS DISCOVERED AFTER CONTRACT HAS BEEN AWARDED. 's WHRE/NEUTRAL - . REDLINE 13 ELECTRICAL CONTRACTOR 15 RESPONSIBLE TO FURNISH AND INSTALL A WATT STOPPER MAKE LIGHTING CONTROL RELAY PANEL'LP24S-801/277-277'.ALL OCCUPANCY SENSORS AND ACCESSORIES, CEILING MOUNTED OPEN AREA ULTRASONIC DE AR01E OBOE!AID lPDIt1C18 'uS THE PROPOBY ti Wj Og DOIS t 13 MILITE9BlE FOR 1NFCKRO ALL oFnamKs AID aoN1IRa0 Ar Rae sBG As REu As BULoIIo RULFg Goofs n0 IEQMTOB v10R to OCCUPANCY SENSORS SHALL CONTROL OPEN AREA LIGHTING CIRCUITS AND OVERRIDE FOP. THE LIGHT FIXTURES AFTER maRRlaROI.ML arA•A.m AID O•E1B0,6 srcuR ea D¢Km rn,aa6 ngFL m rAxiOw,v RWD • WHT. III DAD SWTFCH 1 PRESET TIME FOR SHUT-OFF BY TIME CLOCK IN LIGHTING CONTROL PANEL. SEE TYPICAL.OPEN AREA OCCUPANCY SENSOR LIOUL a011RI WI B L CD5 QN RR COWRCRK 11E OF R NB OIl1 FMEW9 CONItlrPUI 9 R4WISaEr ,y Q I DETAIL IN THIS DRAWING. COORDINATE THE PROGRAMMING OF THE TIME CLOCK WITH THE 'UBS' PROJECT MANAGER. MMN�LRDm wm XL Wf W16ngcign FmES u5[p Rtsi 061�6 FM,wr Oe¢1I w•osi 5 — J CONTACT TOM GRIMM AT TECHNICAL SYSTEMS SERVICES INC. FOR TECHNICAL INFORMATION AND ORDERING OF OCCUPANCY SENSORS AND LIGHTING CONTROL PANEL. PH# (800)955-3269. PROJECT NAME: ' end CONTROL c - g*UBS N 1471 I1rA4DUGH ROAD THE WATT STOPPER O HYANNIS, MA ZIP CODE 1-800-879-BSBS s. DRAWING TITLE: CEILING//WW ALL MOUNTED . 24 SENSOR LIGHTING PLAN TYPICAL DFFICC SENSOR B SWITCH DIAGRAM M , ' PROJECT NO.: 20D727 NORTH FLOOR N0. DWG. N0. . DATE: 09/20/07 -- - USE: 5,006 2 E V SF/PP: 227 - r DRAWN BY:MC UBS PROD. NO: 100194 -- I CHECKED BY:GB WIRE. CppE:r U027 ---- .' SCALE. 1/8" l,-o--' SHEET. OF - __. _ m ;.,3RD FL _ _ _ _ _ ....:..........._... ,. caossEO LINES PARTIALTIRISEREDIAGRAMTO BE N NOo AND TES '! CAREFULLY REMOVED BY THIS CONTRACTOR. SOLID LINES INDICATE NEW EQUIPMENT T�'p V i7 I TO'BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. DASHED LINES INDICATE ' + EXISTING EQUIPMENT TO REMAIN. 'FIELD VERIFY AVAILABILITY OF EXISTING EQUIPMENT " HYANNIS, MASSACHUSETTS SHOWN 1N THIS DRAWING,_CONTACT THE ENGINEER FOR ALTERNATE OPTIONS IN CASE 2Q LIGHTING CONTROL PANEL AS MANUFACTURED BY WATTSTOPPER. REFER TO LIGHTING. i120V FROM LINE SIDE OF FOR FIRE SMOKE DAMPER ,CONTROL DETAIL ON DRAWING N E-3 FOR.MORE INFORMATION. ;EXISTING PANEL O 13 TV$$ O 14 B Us" I O3 INSTALL A 10OA/3P CIRCUIT BREAKER IN PANEL 'TP2-1- AND FEED NEW PANEL 'UBSB' KEY PLAN - 3 WITH 3#Z, 1N8G IN 1-1/4'C. T---� 120/208V II TP2-I TP-III UBSB 10 3o aw u 1zo 2DBYp2D/xDP/1 tm/zo6 z0/zD6v 125A BUS 11 ® FURNISH AND INSTALL NEW SCHEDULE, 30, 4W, 125A BUS, MLO, 42P PANEL. CIRCUIT . • pg5_ J�4W N.4W Je,4W ye,ew SOA MCB BREAKERS AS PER PANEL SCH EDVLE, 140M 61/51400A BUSJ 1261 BI/ O4 1601,BU JO POLE Nl0 pl0 4L0 l0.0 !, la:_I4F DI-I 4z D�1 x PDLe Q INSTALL.A NEW 5OA/3P CIRCUIT BREAKER IN PANEL '7P2'AND FEED NEW TRANSFORMER -J L_T-1-- Q ! WITH 3 b 6, 1 fl TOG IN 3/4•C. - I ©^FURNISH &INSTALL NEW 6DA, 3-POLE, 240V, NON-FUSED DISCONNECT SWITCH. Q I 15KVA I'(P-4g500 kcmil 1#313 IN 4'C ,PROVIDE NEW 15KVA, FLOOR MOUNTED,DRY TYPE ISOLATION TRANSFORMER 20BV'I� 1' Q TjRIMARY,O 1 ELECTROSTATICALLY- W SECONDARY.COPPER WINDINGS, 115-C TEMP. RISE, NONLINEAR, ! IF SHIELDED TRANSFORMER WITHBUILT-IN HARMONIC FILTER AND SURGE 2ND.FL.. _... .. .„... 1... ...... ........ ...... .-._...,-.. ......,., ,. ........ -.."... ..,...... E ..,_ ... ..y i..::... PROTECTOR BY'HARMONICS LIMITED", "TR.4NSMAX PLUS" SERIES, MODEL NUMBER I II HLBNXT015-F7/F7. (230_LBS, 18'Wx14'px38•H). CONTACT MATTHEW RAID FROM INTEGRA® NEW I 0 (212)292-4849. © GROUNb WITH #8 IN 3/4"C TO NEAREST BUILDING STEEL. PAN EL SCHEDULE 'ir FROM MAIN OISTRIBUTIDN PANEL ° IN FIRST FLOOR 4#8, 1g8C - 1-C. UBS-H PANEL N0: ApINRR1N1N1.•-__•uM1NA1RRR1/ 10 FURNISH AND INSTALL NEW 1201 30, 4W, 125A BUS,50A-3P M.C.B. 125A BUS, 3DP VOLTS(V): 120 ZOBV PHASE: 3 WIRE: 4 COPPER BUS: 150A i PANEL.CIRCUIT BREAKERS S PER PANEL SCHEDULE. MAN CIRCUIT BREAKER: MLO MIN. 10000 AIC SYMM. ,.15T FL..._........ .................... ..... ........ .. C B E ERS A R TRIP AREA OF WORK I. 11 BREAK GLASS SWITCH (SEE DETAIL ON THIS SHEET) CKT AMPS DESCRIPTION A-PH(VA) B-PH(VA)" C-PH(VA) DESCRIPTION 'AMPS CK7 ELECTRICAL CLOSET JA EQUIPMENT ROOM j; 12 CONNECT ALL THE FIRE SMOKE DAMPER TO THE F.C.O. 1 - 2614 2114 2 1J F&I NEW TRANSIENT VOLTAGE SURGE SUPPRESSER TG100-120/208-3GY BY CURRENT 3 30/3 FPB-1 166B 1166 FPB-4 25/3 4 TECHNOLOGY.CONTACT MATHEW,RAIO FROM INTERGRA 0(516)-781-5852. 5 1666 1166 5 NO. BY REVISION DESCRIPTION DATE l4 INSTALL A 15OA/3P CIRCUIT BREAKER IN PANEL'7P2-I'AND FEED NEW PANEL 'UBSH' 7 2114 3845 8 WITH 3#1/0 AWG, 1#5G. IN 2"C. 9 25/3 FP8-2 1166 1 2333 FPB-5 45/3 10 11 .1166 233J 12 1S FURNISH AND INSTALL NEW 120/2081 30. 4W, 150A BUS.MLO. 42P PANEL. CIRCUIT 13 20/1 SPARE 2114 14 - BREAKERS AS PER PANEL SCHEDULE. 15 2198 1166 FPB-8 25/3 16 17 25/2 FPB-3 1250 1 1166 1 18 19 20/1 SPARE SPARE 20/1 20 21 1948 2198 22 25/2 FPB-7 FPB-6 25/2 LIGHTING CONTROL SCHEDULE 23 °°° 25D 24 H FRCP NOTES: r 25 20/1 SPARE SPARE 20/1 26 D 2] 20/1 SPARE SPARE 20/1 28 1 F-f] rj�� I M.C.B WITH 1. CONNECT N/C CONTACT OF BREAKGLASS SWITCH 1 C 52 I SHUNT TRIP TO EPO TERMINALS CIRCUIT BREAKER SHUNT NAME LOCATION TYPE INTEROR/ENCLOSURE OWER SUPPLYCIRCUIT 31 20/1 SPARE SPARE 20/1 30 IN PANEL TRIP. 31 20/1 SPARE SPARE 2D/1 32 B a I 'TP2' 2. REMOVE EXISTING JUMPER,ACROSS REMOTE 33 20/1 SPARE SPARE 20/1 34 0 A SHUTDOWN DEVICE CONTACT TERMINALS SHOWN, LCP CORRIDOR LPBS 8 RELAY SURFACE 120V TP2-8 35 20/1 SPARE SPARE 20/1 36 IN DATA CENTER AND CONNECT TO SEPARATE 37 20/i SPARE SPARE 20/1 38 -J+c N/C CONTACT OF BREAKGLASS SWITCH. RELAY CIRCUIT DESCRIPTION REFERENCE I 3. ALL WIRING 16 COPPER 'THHN' IN E.MT, 1/2•C CONTROLLED BY TIME CLOCK, 39 20/1 SPARE SPARE 20/1 4D j T _J 1 TP2-6 OPEN AREA 21 41 20/1 SPARE SPARE 7011 42 B/G SWITCH I --—-- MIN. OVERRIDE BY OCCUPANCY SENSOR � I -- CONTROLLED BY TIME CLOCK, LCL x 1.25(VA)= 0 12601 13841 10997 OR MUSHROOM 4, _ REMOVE JUMPER 4• PROVIDE PLASTIC PROTECTIVE COVER IF 2 TP2-13 OPEN AREA Z2 HEAD P.B. -- MUSHROOM HEAD P.B. OVERRIDE BY OCCUPANCY SENSOR OTHER LOAD(VA)= 37539 (WITH 1 I CRAC-1 3 SPARE SPARE TOTAL IOAD(VA)= 37639 FEEDER AMPS = 105 MAINTAINED __ 5. PROVIDE CONTACTS FROM FACP SO THAT EPO CONTACT) I WILL ACTIVATE AND THE AC UNIT WILL DEACTIVATE 4 SPARE SPARE (BY E.C) ! UPON DETECTION OF HEAT. REMOVE JUMPER 6, PROGRAM FACP SO THAT THE HEAT DETECTOR IN 5 SPARE SPARE DATA CENTER IS UNIQUE.THE EXTRA SET OF -- CRAC-2 5 SPARE SPARE I FACP CONTACTS SMALL ONLY ACTIVATE UPON HEAT DETECTION IN DATA CENTER ONLY. I 7 SPARE SPARE I ADDITIONAL INDIVIDUAL v v0 - EQUIT. VERIFY 8 SPARE SPARE vy - J C WITH PMENTHE U BS OMMA. VENDOR NOTES 1. FURNISH AND INSTALL ONE PHONETICS INC. (PHONE # 610-558-2700). 2 CD ADDENDUM 1 : 11 02 07 EQUIPMENT RM EMERGENCY SHUT-OFF sENSAPHONE 1104•AUTO-DIALER 1 CD ISSUED FOR BID 10/19 07 SCHEMATIC WIRING DIAGRAM CR7WITHCLG,TR ELECT.CAL CONTRACTOR SHALL PROVIDE � 1104 SERIES DESKTOP MONITORING NO. BY ISSUED TO DATE SYSTEM WITH BUILT IN TEMPERATURE SENSOR AND BATTERY BACK-UP. 4 DRY CONTACTS FOR USER SELECTED INPUTS. ELECTRICAL CONTRACTOR CR SHALL SUPPLY AND INSTALL WATER LEAK SENSOR #FGD-OOD13. TO TEL 0V AC INPUT 2.ELECTRICAL CONTRACTOR SHALL PROVIDE WALL MOUNTED DEDICATED TELEPHONE OUTLET (RJ-11 UG-IN WITH FOR AUTO DIALER AND 20A DUPLEX RECEPTACLE PDWERED FROM NEAREST 120V GENERAL ry CDNNECTR AND 6' RECEPTACLE CIRCUIT. CLIFFORD DIAS P.E.,P.C. 6' CORDR3. ELECTRICAL CONTRACTOR SHALL MAKE ALL CONNECTIONS, SET MAXIMUM - CONSULTING ENGINEERS TEL O TEMPERATURE LIMIT OF BO'F AND PROGRAM THE SYSTEM AS FOLLOWS : 7 DBy Street-SUMS 1601,NewYaic,NY 10007 0V AC DIAL-OUT t9 1 TO'HVAC' SERVICE CONTRACTOR, Tel:212.606.4811 Fax:212.267.0622 DIAL-OUT fl 2 TO BRANCH MANAGER. DIAL-OUr M 3 TO OPERATIONS MANAGER. E-mail:McII@D985ERg.mm n 4. ALL WIRING IN E.M.T CONDUIT, MINIMUM 1/2"C.TYPE OF WIRES AS PER EQUIPMENT ROOM TEMPERATURE ALARM AND MANUFACTURER'S REQUIREMENTS. AUTO DIALER SCHEMATIC WIRING DIAGRAM EXISTING EXISTING - NEW ■ Gpg - PANEL SCHEDULE PANEL SCHEDULE PANEL SCHEDULE 41:1 OAY GE, NJ 08810PANEL N0: TP2 SECTION I PANEL NO: TP2 SECTION 11 PANEL NO: UBS-B 732.274 08810 732.774.9540 732.274.1372 FAX VOLTS (V)� 120 208V PHASE: 3 WIRE: 4 COPPER BUS: 400A VOLTS (v): 12D 208V PHASE: 3 WIRE: 4 - - COPPER BUS: 400A VOLTS (v): 120 208V PHASE: 3 WIRE: 4 COPPER BUS: 125A - - MAN CIRCUIT BREAKER: 400A MIN: 10000 AIC SYMM. MAIN CIRCUIT BREAKER: MLO MIN 10000 AIC SYMM. MAIN CIRCUIT BREAKER: MLO Mk 10000 AIC SYMM. ■ AN INTERIOR FACILITY PLAW41NG SERVICE CKT TRIP DESCRIPTION A-PH(VA) B-PH(VA) C-PH(VA) DESCRIPTION TRIP CKT CKT TRIP DESCRIPTION A-PH(VA) B-PH(VA) C-PH(VA) DESCRIPTION TRIP CKT CKT TRIP DESCRIPTION A-PH(VA) B-PH(VA) C-PH(VA) DESCRIPTION TRIP CKT AMPS AMPS AMPS AMPS AMPS AMPS 1 20/1 OFFICE LTG. 1068 1 890 OFFICE LTG. 20/1 2 43 122J 122J zo/z• cRAc-, cRAc-2 zD/z• 44 1 20/1 CONY. RECEPTS. 720 1 1080 -CONV. RECEPTS. 20/1 2 + 3 2011 1 OFFICE LTG. 1502 1 116 SEM. ROOM LTG. 20/1 4 45 1227 1227 46 3 20/1 DATA RECEPTS, 72O 720 CONY. RECEPTS. 20/1 4 TIE ABOrE DEMO AND 6�EA10IN �TIE I'R�T W m6. �6 RL9V MU FOR��Atl. 5: 20/1 OFFICE LTG. 1424 1468 OPEN AREA LTG. 20/1 5 47 20/1 SPARE - 1258 48 5 20/1 CONY. RECEPTS. 900 720 DATA RECEPTS. 20/t 5 CW6Dq 41D Comm AT JW 9T[,A7 IOL AS ElIIDIp 011fY CmL4 Mp IEDIU1g6 PIlOR N 7 20/1 EXIT.& EM. LTG. 325 LCP 20/1 8 49 20/1 -EF-1,2 128 1258 - CRACC-1 20/2• 5D 7 20/1 DATA RECEPTS. 4B0 SPARE 20/1 8 1gik.COKIRK1a1 R6PON4BIF CCIIRR:v6M S�,W[�q I®!ig pnl F�J7EIH�.WRMC1Wb gBO16gL 9 20/I COPPIER 1000 1500 PRIMERS+FAX 20/1 10 51 20/1 SPARE 1258 52 9 20/1 SPARE SPARE 20/1 10 F """ Ws 4N" of 11eeY asXws za.wr rnu w rs 11 20/I 300 SCANNER ZO/1 12 53 20/1 OAF-1 1176 125E CRACC-2 20/2' S4 11 20/t SPARE B00 CONY. RECEPTS. 20/1 12 13 20/1 OPEN AREA LTG. 939 10D0 COPIER 20/1 14 55 20/1 SPARE SPARE 20/7 56 13 20/1 PROJ.+SCREEN B00 720 DATA RECEPTS. 20/1 14 15 20/1 SPARE 1000 DISWASHER 20/1 16 57 20/1 SPARE SPARE 20/1 58 1 15 20/1 SPARE 720 CONY. RECEPTS. 20/1 16 PROJECT NAME; T�TT��((�� 17 20/1 SPARE 1000 COPIER 20/1 1B 59 20/1 RCP-1 750' SPARE 20/1 60 17 20/1 ,DATA RECEPTS. 960 SPARE 20/1 18 *.LTBS - ' 18 ZO/t REFRIGERATOR 600 300 U.CABINET. REF. 20/1 20 61 20/1 EBH-1 1000 750 RCP-2 ZO/1 62 19 20/1 SPARE SPARE 20/1 20 21 20/1 SPARE SPARE 20/1 22 63 40/2• AC-1 5110 ,1000 VAV-5 20/1 64 21 20/1 CONY. RECEPTS. 720 720 CONY. RECEPTS. 20/1 22 23 20/1 PRINTER 400 B00 PRINTERS 20/1 24 65 }j10 IDOD EBH-2 20/1 66 23 20/1 CONV. RECEPTS. 720 720 CONV. RECEPTS. 20/1 24 1471 IYANOUGH ROAD 25 20/1 M. MACH.+SCALE 540 12801 6 67 1667 1736 „. 68 25 20/1 CONY. RECEPTS 1260 SPARE 20/1 26 HYANNIS, MA ZIP CODE ACC-1 30/2, 27 20/1 SPARE 13841 UBS-H 150/3 28 69 20/3 EDH-1 1667 1736 70 27 20/1 CONV. RECEPTS, 360 1260 CONV. RECEPTS. 20/1 28 DRAWING TITLE: 29 20/1 SPARE 1D997 30 71 1567 1000 72 29 20/1 DATA RECEPTS 960 960 DATA RECEPTS. 20/1 3D RISER DIAGRAM 8t PANEL SCHEDULES 73 20/1 VAV-6 1000 1000 VAV-1 20/2 74 31 20/1 CONV. RECEPTS. 540 540 CONV, RECEPTS, 20/1 32 31 20/t SPARE 6140 32 / SPARE SPARE 20/1 34 PROJECT NO.: 200727 NORTHFLOOR N0. -DWG. N0. 5220 UBS-B 100/3 34 75 20/1 VAV-3 1000 SPARE 20/1 76 33 20 1 33 20/I SPARE 77 70/1 VAV-4 1SOD IGOD 78 35 20/1 SPARE 300 AV RACK 20/1 36 3 7320 36 VAV-2 20/2 / SPARE SPARE 20/1 38 79 20/1 VAV-7 1500 1500 80 37 20 1 09/20/07 2 E-4 37 .UBS-A �T81� 38 _ 39 50/3 i81Yt TVSS 40/3 40 81 2D/2 EwN-1 T500 SPARE 20/1 82 39 20/1 SPARE SPARE 20/1 4D USF; 5,006 I 83 150D SPARE 20/1 B4 41 20/1 SPARE 1BO CONV. RECEPTS. 20/1 42 ' at SHUNT TRIP 42 LCL x L25(VA)= 0 13893 13725 15219 LCL x t.25(Vq)- 0 6140 5220 7320 /PP' 227 23179 23709 OTHER LOAD VA= " DRAWN BY:MC UBS PROJ. NO: 100194 - - ( ) 42937 +HACR CIRCUIT BREAKER OTHER LOAO(VA)= 186BD CHECKED BY;GB WIRE CODE: U027„ SECTION 2 Q TOTAL LOAD(VA)= 62957 FEEDER AMPS = 119 TOTAL LOAD(Vq)='18680 FEEDER AMPS= 52 ' I (VA)= 42937 . SCALE: 1/8'=T'-0" SHEET: 'OF. TOTAL LOAD(VA)= 116428 FEEDER AMPS 323 L-—————— ——— ) -- w.�-ti ------ I I, I OFFICE OFRCE V L S Elf, SECURITY NOTES I HYANNIS, MASSACHUSETTS [� ® INDICATES ELECTRICAL TRANFER HINGE - COORDINATE INSTALLATION WITH DOOR FRAME I� I > MANUFACTURER. PROVIDE ALL NECESSARY CUTS FOR FIELD COORDINATION CC TO COORDINATE COMPLETE INSTALLATION. N .� -'INDICATES DOOR BELL. MOUNT AT 4-0 AFF, KEY PLAN j._ ' INDICATES DOOR RELEASE. MOUNT RELEASE 13LMON WITH VELCRO TO UNDERSIDE OF COUNTER. GC TO VERIFY LOCATION IN FIELD. i Ij � 7 ( LURRIDDR _ I ® INDICATES DOOR RELEASE FOR MAIN ENTRANCE ONLY. MOUNT RELEASE BUTTON WI'M VELCRO TO UNDERSIDE OF COUNTER,CC TO VERIFY LOCATION IN FIELD. i 23] E li.\ t{_sA�x--vl+-=�.:$ INDICATES DOOR CHIME., SA nPF'n 1?J't•.,... >i'' ,.____ ,,L r23i..�...._.__I.I IL..I;,r-•--n`��•v/J r�r_:�m::[C\z��•¶¶zl z�_ S�A1_T�_r P_EtI A ..M[�f._R,�I. C-I,O-R-R_-�'�- I �=^rIL--•_--___.1`Y�R—11' 1 r-_--.._ �1 -14k.µ.�_'IiF`�_-_-`'F�-'---_j-"-�L-Lc��-!- ' lIgl O MAGNETIC LOCK C TCE `OWiOQ ' E1 CHIDDR ., �MINIT F l. NY IIKI..---•wnn1AI INNID AREA OF WORK��� OFFICE _ [3r3Q alent [ ` NO. BY REVSON DESCRIPTION% 4f A DATE- L__ 20N I 2t9J -- - - cJ �I � lT�_I� l;i '1 y x.. .,.-c =xz z-.zr_cz..r_n- c_-sr_.c_ azilrE - J I— F7.--I �=,[.._. FSD-1 DD (` i C2t1 -z2 ] �_7oI� ._} I L2CZj ' D B -- aq ; � i:-r.�,.-,,_ .-.-_-• PL7_l ___ G� Tj�71 — __ — _ __� ��—"' — N \ _.- t E Or FIRE ALARM LEGEND ,._ _... _._._.-.._.. �\+ j NEW WALL MOUNTED FIRE ALARM MANUAL PULL STATION. �� � R<lOM_ IrDu,�g:n:.n��`\ © .r. .. ��777 NEW CEILING MOUNTED PHOTO-ELECTRIC TRIC SMOKE DETECTOR IE1 E�-I E� [�05 I S C E DETE .. T __!� H � I H NEW CEILING MOUNTED DUAL TECHNOLOGY HEAT/SMOKE � `Y • v DETECTOR FIXED TEMPERATURE RISE. �; ,, cod__ �y D • I 1 ;__ �\� ��.\�\� � �\\� �\��.. � �' � 6.�_- __ �� __ '-_J ___ ___._.I5LI QCE WALL MOUNTED FIRE ALARM STROBE.COLOR: WHITE. I WALL MOUNTED COMBINATION STROBE/SPEAKER, COLOR:WHITE. . GFLr OFFICE l'fCE 1 u11 1 11 nA NA II 6 M III uP DTI 6 1 v T 6A II F G i DUCT SMOKE DETECTOR. FSD-751P. PROVIDE I-IlkWALL MOUNTED KEY ACTIVATED REMOTE TEST ((., 9• II Bn B, B 8 A I.I X Yu.AII Y I II tl II 1 I tl I A Y i B B I N N I Y 1 1 N Y i SWTCH WITH RED LED LIGHT, 24V, FOR 1 k PROVIDE __________ V 4 6uCi-A-i-AF-O-F$-A ? _I N D II SAMPLING TUBE 'ST-LENGTH AS REWIRED' (1.5', 3'. 5'OR 10' DEPENDING ON DUCT SIZE). CEILING MOUNTED LED UW FOR REMOTE ALARM INDICATOR. IR NEW INTERFACE RELAY, (44 [FACPj EXISTING FIRE ALARM CONTROL PANEL - EXIST. WALL MOUNTED FIRE ALARM MANUAL PULL STATION. 2 CO ADDENDUM 1 11 O2 O7 1 CO ISSUED FOR BID 10 19 07 EXIST. WALL MOUNTED COMBINATION STROBE/SPEAKER NO, BY ISSUED TO DATE EXIST. CEILING MOUNTED PHDTD-ELECTRIC SMOKE E DETECTOR TO REMAIN, E DENOTES EXISTING TO REMAIN RL DENOTES EXISTING RELOCATED CLIFFORD DIAS P.E.•P.C. ER DENOTES EXISTING TO BE REMOVED• 'CONSULTING ENGINEERS 7 Dey Street-Sulte 16D1,New YorK NY 10007 FIRE ALARM & LIFE SAFETY NOTES Tec212.608.4811 Fax:212167.OM E-mll:Mall@DlasEttg.mm r 1. ALL FIRE ALARM EQUIPMENT SHALL BE BUILDING STANDARD FOR ALL EQUIPMENT. 2. VISUAL ALARM FLASHING STROBE LIGHT SHALL BE MINIMUM 15/75 CANDELAS,AND — I I ————————— ——————————————It RD 3 FLOOR_ WALL MOUNTED 0 80'A.F.F. PER 'A.D.A.' REQUIREMENTS. STROBE LIGHTS MUST BE ALTERNATELY WIRED ON TWO SEPARATE CIRCUITS AS REQUIRED BY CODE. I VERIFY & COORDINATE I I. 3. ALL ALARM HORNS AND STROBE LIGHTS SHALL BE ACTIVATED ON ANY FIRE ALARM. OUANTITIES FROM DRAWING. FA RISER NOTES: }; r;^ I 4• FURNISH AND INSTALL FIRE ALARM DEVICES,AS PER PLAN IN TENANT SPACE. STROBES I r-'-------:�=-_--:F F F I I 1. MINIMUM CONDUIT SIZE SHALL BE 3/4"C 131O5' TO MEET'ADA' REQUIREMENTS. PROVIDE EMT CONOUR AND WIRING AS PER 1 1 f `r �r r,y '•r }yam by 2. VERIFY TYPE/SIZE OF WIRING FOR STROBES. C 353 GEORGES ROAD MANUFACTURER'S REQUIREMENTS.AS APPROVED BY LOCAL FIRE DEPARTMENT I I. 'A' ' '- y _ - y y I I UTILIZE CONDUIT FOR PULLING STROBE WIRING. DAYTON, NJ OBBIO REGULATIONS AND 71E-IN WITH THE EXISTING BUILDING FIRE ALARM CONTROL PANEL. '-".�.'-'.�.'-'.♦_'- .'--Itl"'F rrr""777ttt111���100tJJJ r ''rr FT- E �'t �"'? 3. 'E' DENOTES EXISTING TO REMAIN. 732.274,1540 5. ALL WIRING SHALL BE MINIMUM N 14 COPPER WIRE. I --- :-:{•�-:��- :-F:-:�:-`I`"E I 732,274,1}72 FAX B. PROVIDE NECESSARY EXPANSION MODULES, RELAYS,ANNUNCIATOR PANEL I 1 r £ £ £ £ E t v 'I AND OTHER NECESSARY DEVICES TO COMPLETE INTENT OF THIS DESIGN. I 1 1 I AN INTERIOR FACILITY PLANNING SERVICE 7. ALL NEW EGUIPMEM SHALL BE NEW, U.L. LISTED, FIRE MARSHAL APPROVED, COMPLETE I 1 I I E E -D D I I INSTALLATION SHALL CONFORM TO NFPA AND LOCAL FIRE DEPARTMENT REGULATIONS. I I I I CM CM TYPE OF WIRING AND RACEWAY SHALL BE AS APPROVED BY LOCAL FIRE MARSHAL. I I y IR SECURITY SYSTEM FSD FSD II I I DOOR RELEASE8, THIS CONTRACTOR SHALL AT HIS EXPENSE,CORRECT ANY DEFECT WHICH SHALL I I -- 2ND FLOOR ME ARWC DEWS MO�MM MR TIE FRDPWY DP DE.CONMICIMt a IATTW M FIR 01MMIDAPPEAR ON ANY FIRE DEPARTMENT INSPECTION OF THE WORK COVERED UNDER THIS - —-44——————I ------__------- — MDm14I10SAT!DB9IF,AS 11FMIB M A m Duo Cm,RID womAlp6 Pow 1000NTRACT AND SHALL BE RESPONSIBLE FOR ALL FINES LEVIED AS A RESULT OF ANY IIWOW '10RwEmoreairiag0s''., %" °"°°O�rnR+ACeRMalscLETTER OF DEFECT OR VIOLATION. I _1_L I TH 1 WUWOIMLY RDN AL WS CQNRAICIM"M LIVE Or PB DEWS IWO aFP On"PURPOSE IS B PONT TO POINT WRING THIS CONTRACTOR LSCHEMATC,AND PREPARE SUBMIT OF OPERATIONS,LAYOUT PLAN. IAPPROV DSER R DIAGRAM ICY II I EXISTING j II I FIRE 1 LISTINGS, EQUIPMENT 'CUTS' ETC.TO FIRE DEPARTMENT FOR APPROVAL, PAY ALL 1 I PROJECT NAME: FEES FOR PERMITS AND OBTAIN PERMIT.COORDINATE ALL WORK WITH BUILDING I CONTROL 1 ENGINEER/LANDLORD. COORDINATE LOCATION OF 'FACP'PANEL AND OTHER DEVICES i PANEL - WITH ARCHITECT. FIRE ALARM CONTRACTOR'S SHOP DRAWINGS SHALL BE SUBMITTED 1 -FA.CP" FOR FILING AND PERMIT AFTER APPROVAL OF SUBMISSION BY'COPEPC'. I I .j _ II 1471 IYANOUGH ROAD 10. DEVICES INDICATED EE ON THE PLAN ARE THE MINIMUM NUMBER REQUIRED. 1 HYANNIS, MA ZIP CODE AODDIONALEST DEVISES MAY BE REQUIRED AND/OR AUTHORITIES DEVICES RELOCATED DURING I I DRAWING TITLE: FIELD TEST IF R MUSNCY B OBSERJED BY SREQUIRD HAVING JURISDICTION, -r�._J7I FIRE ALARM FN LIFE SAFETY LAN I PROVIDE LOCK ON I 12, THIS CONTRACTOR MUST SUBMIT ALL DRAWINGS REQUIRED, COORDINATES INSPECTIONS. I CIRCUIT BREAKER PAY FOR ALL FEES AND OBTAIN PERMITS. FINAL CONNECTIONS TO FIRE ALARM _ 1ST FLOOR NCLUDSYSTEM AND IHI PROGRAMMING T CTORBUILDING FIRE ALARM CONTRACTOR TO BE _______ ———— PROJECT NO.: 200727 NORTH FLOOR NO. DWG. NO. INCLUDED IN THIS BID, iH15 CONTRACTOR SHALL INCLUDE ALL APPLICABLE CHARGES —-U—————————-—— ————————— J L— FOR REPROGRAMMING OF BASE BUILDING SYSTEM$ II II - . DATE: Og/20/07 USF: 5,006 2 E-5. PARTIAL FIRE ALARM RISER DIAGRAM _W : 227 -- DRAWN BY:MC UBS PROJ. NO: 100194 CHECKED BY:GB WIRE CODE: U027 SCALE: 1/6"=1'-O" SHEET: OF L—————- —.-J � � zC73mr3 O I z n c n 'rn U CU CU ODD m c0 Ncrnz0rnm n 00 N r z r r c c -}3r r c -3D 70z> n =zz m (D rn n � r r rn�r o � D uj mmp N -IN -0 c-)N N N � uj p /70rn� f + D N Urn Nz D DO z C70 z z z z Z n 70 Od � 00 z U)� c n z D -I� o m D z3 m 0 rn r cccn �7 D L� n -Dj�N mm7u X70 =X70 > O zz c N p m D o Tl -4 Aj (n -I N C7 D r-n N - m M z rn m X O N p -4 D N I rn r rn D z 3 3 (U n N C7 v i------------------------i N�1 O Dn .. D m n c0 �07 ' N rl 70 m70 Ton °' n I N 70 20 N O (Dj) r3 rmm o it ON � m N-4N O D N U (j) p3 m0 c 11 DN ZJ ( _-TI c D �D O n-z 37U 70 -< N xrnn -0 to n nn �z Drnn I N mN N � z D CU c 3c rn 30 I -�jZ N � nD p rcNiO I D rn A7rn O � Oz� -- Ild --- - -' Tl � z 3 G m z ZQ7 nX 70 r ° II �� c �' CD rn rnN3 I N N U)r CD c pQ N N O gy m- Z m" -u -4 O >O z -------I D D No D0 -4 M rn c n3 z�m mn 3 �c 3�n N rn -4 uj 3UDi �m� N D c l7 /Tj z N zX >z �m On 0 D 70 0) �� o, O J) -j z c (n O Z1 n N N m D m c3 m z O O rn mC7_z� p O Dx O p r -iG)� 1 _ I _ rri Z Z Z n N OD� -u D n D N z 1 na I N rn z 3 N -4 p , C7 _z 70 D D a' N -4 z , Iv m _ I ---- ---------J n m-izr�t0 c n n -1-4zNJ n 3 1 O NNmSO U) rn pZ NNE-i -0 4 OOL�� T1 z -i NN mm �1 n D I Dr _ D 1 0 m -4 1 1 / orn -{ z m3 rNN �07 z oNZ 1 D 01('u z 70 n O D m C7 rn cmi ® g N rn 0) 0 r D 2 j r r O rn /T7 Z7 O `> O < 7 O D o rn N 6 D _ci m n n 70 rn N ----- ---- a O p N D r ' N w I . Aim II 8D` I i li 1 I I I II I I I I I I II I I I I II 1 1 PL I I I 1 - - I 1__- ° I I 1LD� ' I 1 I IDm INN ID 1 ' o 1 iu m 1 I Iz,on 3 I , I'^NT D W A -u ---------------- 9 T m } b W D D - .49 m �/ �s z o m y s r m NO. BY REVISION DESCRIPTION DATE r m ' (� T C`JB S . DAVID A.UDKOW S��Ed ARCjyj� e ARCHITECT \� A UO HYANNIS, MASSACHUSETTS �D� 11551 NORTH 113th WAY KEY PLAN ■ SCOTTSDALE, AZ 85258 0 ^'O. 5134 10- 1`■ 480.614.33 LUI 85 � S„Ottsdale. 480.614.0209 FAX '.�' �' a �� I QSSP �, GDS ,V ■ 353 GEORGES ROAD DAYTON, NJ 08810 22■' 732.274.1372 FAX 3 AN INTERIOR FACILITY PLANNING SERVICE PROJECT NAME: %UBS DRAWING LIST 1471 IYANOUGH ROAD ARCHITECTURAL HYANNIS, MA 02601-1862 Al COVER SHEET qq ELEVATIONS _ A1° GENERAL NOTES A10 ELEVATIONS DRAWING TITLE GENERAL NOTES _ COVER SHEET Alb All ELEVATIONS - i - A2 FURNITURE PLAN A14 ELEVATIONS PROJECT NO.: 200727 NORTH FLOOR NO. DWG. NO. . A3 .CONSTRUCTION PLAN A13 DETAILS DATE: OW20/07 --i A4 DOOR SCHEDULE PLAN A14 DETAILS USF: 5 00, A I N r AI5 DETAILS : - AREA OF WORK A5 REFLECTED CEILING PLAN SF/PP 227 Al POWER/DATA PLANS A16 DETAILS DRAWN BY: FCG UBS PROJ. NO: 100194 CHECKED BY: DAU WIRE(-ODE: 01 MS ISSUED FOR BID 10/11/07 q7 WALL FINISH PLAN qry CPS DETAILS U1327 NO. BY I ISSUED TO DATE AB FLOOR FINISH PLAN SCALE NITS SHEET: 01 OF 17 GENERAL NOTES GENERAL NOTES - continued GENERAL NOTES - continued ARCHITECTURAL WOODWORK - continued op UBS I. THESE GENERAL NOTES SHALL APPLY TO ALL WORK AND ALL DRAWINGS IN 23. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR MISCELLANEOUS STEEL 44,. 'DRAWINGS IN THI5 SET AND THE DESIG145 THEREON ARE THE PROPERTY A•)ALL PLYW00D TO BE PAINTED SHALL BE CUSTOM GRADE. SHELVING HYANNIS, MASSACHUSETTS- THIS SET AND SHALL EXTEND TO ANY CHANGES, EXTRAS OR ADDITIONS WORK MOVABLE PARTITION WORK, ALL WOODWORK, DOORS FRAMES, OF THE CLIENT'S FACILITIES DEPARTMENT. -- SHALL HAVE SOLID LUMBER EDGE BANDS GLUED AND NAILED AND AGREED TO DURING THE COURSE OF THE WORK. HARDWARE FINISHES AND SUCH WORK AS MAY BE SPECIFICALLY OF THE SPECIES AND FIN15N INDICATED. REQUESTERS IN THE CONTRACT DOCUMENTS TO THE CLIENT'S FACILITIES 45. SHOULD ANY PORTION OF THE CON7!gCT DOCUMENTS PROVE TO BE, FOR B.)ALL SHELVING AND CASEWORK TO RECEIVE PLASTIC LAMINATE 2. BIDDERS ARE INSTRUCTED TO VISIT AND INSPECT THE PREMISES PRIOR TO DEPARTMENT FOR WRITTEN APPROVAL.SHOP DRAWINGS SHALL SHOW ALL :WHATEVER REASONS, UNENFORCEABLE SUCH UNENFORCEABILITY SHALL SHALL BE ECONOMY GRADE. - SUBMITTING THEIR PROPOSALS AND TO FAMILIARIZE THEMSELVES WITH THE DIMENSIONS AND CONDITIONS AND SHALL BE SUBMITTED IN SEPIA FORM. NOT EXTEND TO THE REMAINDER OF THE CONTRACT NOR SHALL IT VOID B.VENEERED PLYWOOD SHALL CONFORM TO P5 51 FOR HARDWOOD CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED.NO SUBSEQUENT WHEN THE FACILITIES DEPARTMENT REQUIRES THE REVISION AND ANY OTHER PROVISION OF THE CONTRACT UNLESS IT BE SHOWN THAT PLYWOOD AND GRADED IN ACCORDANCE WITH AWI.VENEER SHALL BE EXTRAS OR ADDITIONS WILL BE ALLOWED ON ANY CLAIM OF LACK OF -RE-SUBMITTAL OF SHOP DRAWINGS. SUCH RE-SUBMITTAL SHALL OCCUR THE CONTRACT OR THE PROVISIONS THEREOF ARE DEPENDENT UPON THE PLAIN SLICED ROTARY SLICED OF THE SPECIES INDICATED, PREMIUM KEY PLAN KNOWLEDGE OF CONDITIONS OR CIRCUMSTANCES ABOUT WHICH THE BIDDER WITHIN ONE(1)WEEK OF NOTIFICATION OF SUCH REQUIREMENT. UNENFORCEABLE PARTS FOR THEIR MEANING. GRADE.CORE SHALL BE VENEER CORE OR PARTICLEBOARD CORE. - COULD HAVE INFORMED HIMSELF.APPOINTMENTS SHALL BE ARRANGED THROUGH THE LANDLORD'S REPRESENTATIVE. 24. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR VERIFYING THE EXTENY 46. THROUGHOUT THE DURATION OF THE PROJECT THE GENERAL 5. FINISH MATERIALS shi NATURE, AND SCOPE OF WORK DESCRIBED IN THE CONTRACT DOCUMENT - .CONTRACTOR SHALL REFRAIN FROM ACTIONS THAT COULD LEAD TO THE PLASTIC LAMINATE SHALL BE SOLID COLOR OF THE FOLLOWING THICKNESSES: S. BIDDERS SHALL MAKE KNOWN TO CLIENT ANY LIMITATIONS, EXCLUSIONS, OR AND WILL COORDINATE WITH THE LANDLORD, OR THE LANDLORD'S FILING OF A CLAIM OF LIEN AGAINST THE CLIENT OR THE LANDLORD HY MODIFICATIONS TO THE PROJECT DURING THE PRICING PHASE OF THE REPRESENTATIVE, THE INTERFACING OF THE LANDLORD'S WORK WITH SUB-CONTRACTORS OR SUPPLIERS OF LABOR, MATERIALS SERVICES, OR A. FOR COUNTERTOPS- .055" PROJECT, UNLESS NOTED, THEY WILL BE PRESUMED INCLUDED BY THE THAT INDICATED IN THE CONTRACT DOCUMENTS.THE GENERAL EQUIPMENT OR ANY OTHER INDIVIDUAL, COMPANY, OR EI�FTITY 50 B. FOR VERTICAL SURFACES OF CABINETS- .020" CLIENT. CONTRACTOR 15 TO PROVIDE ALL LABOR AND MATERIALS NECESSARY TO ENTITLED UNDER GOVERNING LAWS AND REGULATIONS UNLESS HE CAN C. FOR BALANCING SHEETS!CABINET LINERS- ORE 4. ALL CONTRACTORS INVOLVED IN THI5 WORK SHALL CARRY PROPERTY EXCEPT ON OF TEXECUTE ALL O SEITEMSK AS WNOTOED AS SEPARATECO E DRAWINGS WNTRACTS THE OR°N.I.C." SHOW REASONABLE AND JUSTIFIABLE CAUSE.APPROVAL FOR FINAL ADHESIVE SHALL BE EXTERIOR GRADE PHENOL RESIN TYPE. :PAYMENT SHALL BE CONTINGENT UPON THE GENERAL CONTRACTOR'S DAMAGE AND PUBLIC LIABILITY INSURANCE AS REQUIRED BY GOVERNMENTAL HE SHALL BE RESPONSIBLE FOR COORDINATING THI5 WORK WITH THAT OBTAINING AND FURNISHING TO THE FACILITIES DEPARTMENT SIGNED 6. UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS HARDWARE AGENCIES HAVING JURISDICTION AND COMPLY WITH STATUTORY OF ALL OTHER TRADES INCLUDING THOSE OPERATING UNDER SEPARATE RELEASES FROM SUCH INDIVIDUALS, COMPANIES, OR ENTITIES. SHALL BE AS FOLLOWS: REQUIREMENTS FOR DISABILITY AND WORKMEN'S COMPENSATION.THEY WILL CONTRACT WITH THE LANDLORD AND/OR THE CLIENT. A.PILASTER STANDARDS AND RESTS SHALL HE EQUAL TO KNAPE!VOGT COMPLY WITH ALL RULES AND REGULATIONS DICTATED BY THE LANDLORD NO.255/256. AND THE CONDITIONS OF THE JOB. INSURANCE SHALL PROTECT THE 25. MANUFACTURED MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN kk B.SHELF STANDARDS AND BRACKETS 5HALL BE EQUAL TO KNAPE/VOGT LANDLORD, TENANT, THE CLIENT AND ANY OTHER GROUP TO BE NAMED ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND DIVISION SIX - WOOD 4 PLASTICS NO.FROM LIABILITY DUE TO THE CONTRACTOR'S NEGLIGENCE.A PROPERLY INSTRUCTIONS UNLESS OTHERWISE NOTED. - C. DRAWER SLIDES SHALL BE EQUAL TO GRANT NO.246;NYLON BALL EXECUTED CERTIFICATE OF INSURANCE, AIA DOCUMENT G705, SHALL BE BEARING SLIDES; LOAD CAPACITY 50 POUNDS PER PAIR. SUBMITTED TO THE CLIENT'S FACILITIES DEPARTMENT PRIOR TO THE 26. WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE RULES AND ROUG CARPENTRY D. DOOR HINGE5 SHALL BE EQUAL TO STANLEY NO. 1511,SELF CLOSING N AREA OF WORK COMMENCEMENT OF ANY WORK. REGULATI ROUGH CARPENTRY OF GOVERNMENTAL AGENCIES HAVING JURISDICTION AND CONCEALED CASEWORK HINGES 1752 OPENING;TWO(2)PER DOOR. SHALL CONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL E. DOOR AND DRAWER PULLS SHALL BE EQUAL TO STANLEY NO.44B3; 5. DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN.DETAILS SHALL CONSTRUCTION, SAFETY, AND SANITARY LAWS, CODES, STATUTES AND I. WORK INCLUDED: 3°WIRE PULL TYPE, POLISH BRASS FINISH. GOVERN OVER PLANS AND ELEVATIONS, LARGE SCALE DETAILS SHALL ORDINANCES.ANY DISCREPANCIE5, VARIATIONS, OR OMISSIONS IN THE A,WOOD FRAMING, NAILERS, FURRING, GROUNDS AND BLOCKING FOR GOVERN OVER SMALL SCALE DETAILS. CONTRACT DOCUMENTS SHALL BE REPORTED PROMPTLY TO THE CLIENT'S INTERIOR WORK AS REQUIRED FOR THE ATTACHMENT OF FINISH 7 NAILS, SCREWS, STEEL CLIPS AND OTHER ATTACHMENT HARDWARE SHALL BE FACILITIES DEPARTMENT. CARPENTRY ITEMS AND OTHER WORK. OF THE TYPE AND SIZE TO SECURELY SUPPORT AND MAINTAIN THE INTEGRITY NO. BY REVISION DESCRIPTION DATE b. THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER B.WOOD BLOCKING WITHIN METAL STUD WALLS AND PARTITIONS. 15 SPECIFIED.WHERE THE TERM OR APPROVED EQUAL" 15 USED THE 27. ALL FEES, TAXES PERMITS, APPLICATIONS AND CERTIFICATES OF C.NAILS, BOLT5, AND FASTENERS FOR SECURING ITEMS OF ROUGH OF THE MILLWORK, CASEWORK OR TRIM. CLIENT'S FACILITIES DEPARTMENT ALONE SHALL DETERMINE THE EQUALITY INSPECTION AND-FHE FILING OF ALL WORK I41TH GOVERNMENTAL AGENCIES CARPENTRY. BASED UPON THE INFORMATION SUBMITTED BY THE CONTRACTOR. SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. D.ALL OTHER ROUGH CARPENTRY ITEMS AS REQUIRED TO COMPLETE B. WORKMANSHIP: THE WORK OF THE CONTRACT NOT OTHERWISE SPECIFIED TO BE A.CASEWORK, COUNTERS, AND MILLWORK FINISH AND TRIM SHALL CONFORM 7. THE GENERAL CONTRACTOR SHALL REVIEW ALL PLANS AND SPECIFICATIONS 28. TIME 15 OF THE E55ENCE AND THE GENERAL CONTRACTOR SHALL KEEP FURNISHED AND INSTALLED UNDER OTHER TRADE SECTIONS OF TO DESIGN AND DETAIL AS SHOWN.WHERE PRACTICABLE WORK SHALL AND VERIFY ALL GOVERNING DIMENSIONS AT THE BUILDING PRIOR TO THE SUFFICIENT WORKMEN ON THE JOB SITE AT ALL TIMES TO PERFORM THE THESE SPECIFICATIONS. BE FINISHED AND ASSEMBLED IN THE WORKSHOP. COMMENCEMENT OF WORK.HE SHALL EXAMINE ALL ADJOINING WORK OR WORK N THE MOST EXPEDITIOUS MANNER CONSISTENT WITH GOOD 8.CASEWORK AND MILLWORK FINISH AND TRIM SHALL BE FINISHED SMOOTH AREAS UPON WHICH THE PERFORMANCE OF HI5 WORK I5 IN ANY WAY WORKMANSHIP, SOUND BUSINESS PRACTICE, AND THE BEST INTERESTS OF 2. QUALITY ASSURANCE. AND FREE FROM MACHINE OR TOOL MARKS THAT WILL SHOW THROUGH DEPENDENT.ANY VARIATIONS OR DISCREPANCIES SHALL BE REPORTED WITH THE CLIENT. A.ROUGH CARPENTRY LUMBER SHALL HAVE A VISIBLE GRADE STAMP THE FINISH.NAILS USED TO FASTEN WORK REQUIRING FIELD FINISHING ALL DUE EXPEDIENCY TO THE CLIENT FACILITIES DEPARTMENT PRIOR TO OF AN AGENCY CERTIFIED BY THE NATIONAL FOREST PRODUCTS SHALL BE COUNTERSUNK WITH SET PUNCH TO RECEIVE FILLER, EACH THE FABRICATION OR ERECTION OF THE WORK IN QUESTION.THE 29. SHOULD THE CLIENT REQUIRE WORK TO BE PERFORMED ON PREMIUM TIME ASSOCIATION (NFPA). PIECE REQUIRING FACE NAILING SHALL BE DOUBLE-SPACED NAILED, REPRESENTATIVE(5)TO CONTACT IS(ARE): ;ABOVE AND BEYOND THAT IMPLIED BY THE CONTRACT DOCUMENTS, THE B.REFERENCE STANDARDS- WITH NAILS SPACED NOT MORE THAN 10 APART, AS FAR AS PROJECT MANAGER- LOUIS COLLETTI 201-352-3667 CLIENT'S FACILITIES DEPARTMENT SHALL GIVE WRITTEN NOTICE AND THE A.)P5 1 - U.S. PRODUCT STANDARD, CONSTRUCTION AND INDUSTRIAL CONTRACTOR SHALL COMPLY THEREWITH. PLYWOOD PRACTICABLE. INTERIOR FINISH WORK SHALL BE BLIND-NAILED WHEREVER POSSIBLE. B. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION B. P5 20- U.S. PRODUCT STANDARD, AMERICAN SOFTWOOD LUMBER C.ALL JOINTS SHALL E. TAPERED AND FORMED TO CONCEAL SHRINKAGE. OF DRAWINGS TO ALL TRADES UNDER HIS JURISDICTION. 50. IT 15 EXPECTED THAT SUFFICIENT LABOR WILL BE PROVIDED 50 THAT C. NFPA-NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL MITERS 4°OR MORE FROM HEEL TO POINT 51-IALL BE GLUED AND ACTIVITY FOR ANY GIVEN TRADE WILL NOT BE LIMITED TO ONLY ONE DESIGN SPECIFICATION LOCKED. DOWELS, SPLINES, AND TENONS SHALL BE MADE TO A q. ANY INFORMATION REQUIRED BY THE CONTRACTORS THAT 15 NOT SHOWN ON PART OF THE TOTAL WORK AREA. - DRAWINGS OR OTHER CONTRACT DOCUMENTS SHALL BE REQUESTED BY THE 3. LUMBER. DRIVING FIT.ALL JOINTING SHALL BE MADE IN ACCORDANCE WITH GENERAL CONTRACTOR FROM THE CLIENT FACILITIES DEPARTMENT. 31. EACH TRADE WILL BE EXPECTED TO PROCEED IN A FASHION THAT WILL A,NOMINAL SIZES ARE INDICATED, EXCEPT AS SHOWN BY DETAIL THE RECOGNIZED QUALITY STANDARDS AND AS APPROVED BY THE NOT DELAY OR DETAIN THE TRADE FOLLOWING THEM. DIMENSIONS. PROVIDE ACTUAL SIZES AS REQUIRED BY P5 20, FOR ARCHITECTURE DEPARTMENT FOR APPEARANCE.ALL BUTT JOINTS 10. WITHIN ONE(1)WEEK OF BEING AWARDED THE CONTRACT THE GENERAL THE MOISTURE CONTENT SPECIFIED FOR EACH USE. PROVIDE DRE55ED SHALL BE ATTACHED TO BLOCKING. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE CLIE1fT'5 FACILITIES 32. ALL WORK SHALL BE COMPLETED FOR THE AGREED CONTRACT PRICE LUMBER, 545, UNLESS OTHERWISE INDICATED. D.WHERE SECTIONS OF MILLWORK ARE JOINED TOGETHER INCLUDING DEPARTMENT A CONSTRUCTION SCHEDULE INCLUDING A FLOOR READY DATE WITHOUT RECOURSE TO LABOR STOPPAGES OR REVISIONS OF GOVERNING B. FRAMING LUMBER SHALL BE NO.2 GRADE OR BETTER, HEMLOCK, SECTIONS OF FRAMING THEY SHALL BE SECURED WITH WOOD SCREWS. FOR THE INSTALLATION OF COMMUNICATIONS CABLE AND ANY OTHER REGULATIONS LAWS, AND CODES ABOUT WHICH THE CONTRACTOR COULD HEM FIR, SPRUCE-PINE-FIR OR OTHER SPECIES MEETING THE NAILING WILL NOT BE PERMITTED. WHERE MILLWORK 15 SECURED 0 MS ISSUED FOR BID 10/19/07 EQUIPMENT, WIRING OR CABLING NOTED IN THE CONTRACT DOCUMENTS. HAVE REASONABLY BEEN EXPECTED TO HAVE HAD FOREWARNING AND TO GRADING REQUIREMENTS AND ALLOWABLE STRESSES. LUMBER SHALL TO WOOD GROUNDS DURING INSTALLATION WOOD SCREWS SHALL BE DATES SHALL BE INDICTED FOR SUBMISSION OF SHOP DRAWINGS ALLOWING HAVE MADE APPROPRIATE CONTINGENCY PLANS PRIOR TO THE SIGNING OF BE KILN DRIED TO A MAXIMUM MOISTURE CONTENT OF I9X EXCEPT USED. NO. B7 ISSUED TO DATE A MINIMUM OF FIVE(5)WORKING DAYS FOR THE FACILITIES DEPARTMENT'S THE CONTRACT. FOR THICKNESSES LESS THAN 2°NOMINAL LIMIT TO 15%. E. INSTALL HARDWARE IN ACCORDANCE WITH THE MANUFACTURER'S REVIEW OF EACH SUBMISSION.SCHEDULE SHALL INCLUDE ANTICIPATED C.MISCELLANEOUS LUMBER: PROVIDE WOOD FOR SUPPORT OR RECOMMENDATIONS. DELIVERY DATES OF ALL MATERIALS OTHER THAN STANDARD AND READILY 33. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL WORK OR ATTACHMENT OF OTHER WORK INCLUDING BUCKS, NAILERS, BLOCKING, F. APPLY PLASTIC LAMINATE FINISHES WHERE INDICATED. ADHERE AVAILABLE BUILDING MATERIALS. CHANGES FOR WHICH HE EXPECTS ADDITIONAL COMPENSATION BEYOND FURRING, GROUNDS, STRIPPING AND SIMILAR MEMBERS.PROVIDE OVER ENTIRE SURFACE. MAKE JOINTS AND CORNERS HAIRLINE. THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM THE LUMBER OF SIZE SHOWN OR SPECIFIED, WORKED INTO SHAPES SHOWN. MATCH PATTERNS.CAP EXPOSED EDGES WITH PLASTIC LAMINATE OF II. SHOULD THE GENERAL CONTRACTOR, SY HIS OWN FAULT, FAIL TO ADHERE CLIENT'S FACILITIES DEPARTMENT. FAILURE TO OBTAIN SUCH PROVIDE CONSTRUCTION GRADE OR NO.2 GRADE LUMBER WITH A 15X SAME FINISH AND PATTERN. APPLY LAMINATE BACKING ON REVERSE TO THE INSTRUCTION SCHEDULE, HE SHALL AT THE DISCRETION OF THE AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR SUCH EXTRA MAXIMUM M015TURE CONTENT. SIDE OF PLASTIC LAMINATE FINISHED SURFACES. CLIENT'S FACILITIES DEPARTMENT, PERFORFI WORK ON PREMIUM TIME TO COMPENSATION. G. WHEN STAINED WOOD 15 SPECIFIED D TRIM FINISH INCLUDE MIX. CONFORM WITH THE SCHEDULE.ANY EXPENSES ATTRIBUTABLE TO SUCH A. PLYWOOD: WOOD MOLDING TO BE STAINED U.O.N.VERIFY WITH WALL FIE M WORK SHALL BE BORNE BY THE CONTRACTOR. 34. EXISTING CONVECTOR/RADIATOR/PERIMETER ENCLOSURES ARE TO BE A.WHERE PLYWOOD WILL BE IXP05ED IN FINISHED WORK PROVIDE MDO/ POO AND ELEVATIONS. C COVERED DURING THE WORK AND PROPERLY CLEANED AND VACUUMED EXT-APA PLYWOOD WITH MEDIUM DENSITY OVERLAY FACE EXPOSED 12. THE GENERAL CONTRACTOR SHALL SUPPLY, PRIOR TO COMMENCING WORK A PRIOR TO REINSTALLATION AND/OR THE COMPLETION OF CONSTRUCTION. AND GRADE C CONCEALED. LIST OF ALL 5UB-CONTRACTORS TO THE CLIENT'S FACILITIES DEPARTMENT. B.WHERE PLYWOOD WILL BE CONCEALED BY OTHER WORK PROVIDE C-D THE NAME OF THE PRINCIPLE CONTACT, THE ADDRESS, AND THE PHONE 35. CUTTING CHASING, DRILLING, OR DEMOLITION OF WALLS, SLABS, ETC. PLUGGED/INT-APA. DIVISION E GNT - DOORS WINDOW S NUMBER OF EACH SUB-CONTRACTOR SHALL BE INCLUDED IN THI5 LIST. REQUIRING THE USE OF JACK HAMMERS OR OTHER HEAVY HAND ORjP014 13. THE GENERAL CONTRACTOR SHALL COMPLY WITH THE RULES AND ON AN OVERTIME TOOLS ALL BA55E UNLESS THE LANDL AFTER ORD AND ANYULAR SAFFECTED HOURS 5. SCRIBE WITH OTHERAND WORK,PE A5 REQUIRED FOR ACCURATE FIT OF CARPENTRY WORK :��J• �Gjyf0.� �J REGULATIONS OF THE BUILDING AS TO THE HOURS OF AVAILABILITY OF TENANTS EXPRESSLY PERMIT IT, IN WRITTEN FORM, TO BE OTHERWISE. STOCK HOLLOW METAL DOORS i ELEVATORS AND/OR LOADING DOCKS FOR THE PURPOSE OF DELIVERY AND 6. ALL WOOD SHALL BE FIRE RETARDANT TREATED TO ACHIEVE A FLAME A UU Cl, ALSO AS TO THE MANNER OF HANDLING MATERIALS, EQUIPMENT AND 36. ALL INSTALLED PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT SPREAD RATING OF NOT MORE THAN 25(UL CLASS FR-S)WHEN TESTED WITH 7- DEBRIS, TO AVOID CONFLICT AND INTERFERENCE WITH NORMAL BUILDING SHALL OPERATE AS QUIETLY AND AS FREE OF VIBRATION AS POSSIBLE. UL TEST 723 OR ASTM EB4.PROVIDE UL APPROVED IDENTIFICATION ON 1. WORK INCLUDED: Q� OPERATIONS. TREATED MATERIALS.DO NOT RIP-SAW OR PLANE SURFACES OF FIRE A.HOLLOW METAL WORK AS INDICATED ON DRAWINGS t SCHEDULES 37. THE GENERAL CONTRACTOR SHALL NOT PLACE CEILING HVAC REGISTERS RETARDANT TREATED WOOD. INCLUDING CUSTOM HOLLOW METAL DOORS t'CUSTOM PRESSED Q Z 14. BEFORE COMMENCING WORK THE GENERAL CONTRACTOR SHALL NOTIFY THE OR DIFFUSERS WHEREVER SHELVING, FILES, OR OVER FILE UNITS ARE STEEL FRAMES FOR FOR DOORS!SIDELIGHTS. C) No. 5134 �- CLIENT FACILITIES DEPARTMENT OF ANY AREAS THAT HAVE NOT BEEN INDICATED ON THE DRAWINGS. 7. SUPPLY!INSTALL 3/4" FIRE RATED PLYWOOD ON ALL WALLS IN B. FINISH HARDWARE INSTALLATION. F- SATISFACTORILY COMPLETED BY THE LANDLORD AND/OR THE PREVIOUS - EQUIPMENT ROOM 205. INSTALL 4'X5'SHEETS VERTICAL FROM THE FLOOR TO i LAJ TENANT TO MEET THE BASE BUILDING REQUIREMENTS(FIREPROOFING, 3B. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL EXIT SIGNS 10'-0"AFF. 2. QUALITY A55URANCE: y Scottsda , y DUCTWORK CONDITION OF SLAB, CONDITION OF CORE AND DEMISING WALLS, AS REQUIRED BY LOCAL CODES UPON APPROVAL OF SIGN LOCATIONS AND A. PROVIDE HOLLOW METAL WORK MANUFACTURED BY A SINGLE FIRM Arizona' �J UTILITY HOOK-UPS, OF PANELS, ETC.). STYLES BY THE CLIENT'S FACILITIES DEPARTMENT. SPECIALIZING IN THIS TYPE OF WORK.SUBMIT SHOP DRAWINGS FOR ARCHITECTURAL WOODWORK FABRICATION 1 IN, 15. A WEEKLY REPORT FORM, SIGNED BY THE CONTRACTOR'S SUPERINTENDENT, 39. ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST DEFECTS IN B.WHERE FIRE-RATED DOOR A55EMHLIES ARE INDICATED OR REQUIRED, SHALL BE COMPLETED AND MAILED TO THE CLIENT'S FACILITIES DESIGN, WORKMANSHIP, AND MATERIALS FOR A PERIOD OF AT LEAST ONE PROVIDE PRE PROTECTION ASSOC AT GNAT COMPLY WITH THE �N OF �r J DEPARTMENT.THI5 REPORT MAY BE A COPY OF THE SUPERINTENDENT'S (1)YEAR FROM THE CLIENT'S FACILITIES DEPARTMENT APPROVAL FOR 1. WORK INCLUDES FINISH CARPENTRY ITEMS INCLUDING SHOP FABRICATED C S LOG. FINAL PAYMENT. CABINET WORK COMPLETE WITH REQUIRED HARDWARE AND ATTACHMENT MATERIALS Ib. THE CONTRACTOR SHALL BE ANSWERABLE TO THE CLIENT'S FACILITIES 40. CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE OF ACCESSORIES AS SPECIFIED. 3. A.HOT-ROLLED STEEL SHEETS t STRIP:COMMERCIAL QUALITY CARBON DEPARTMENT FOR HI5 WORK AND SHALL NOT ACCEPT INSTRUCTION FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HI5 2. QUALITY ASSURANCE: STEEL, PICKLED!OILED, COMPLYING WITH ASTM AQU I ASTM BON LOCAL THE CLIENT PERSONNEL WITHOUT VERIFICATION FROM THE FACILITIES OPERATIONS OR THE OPERATIONS OF THE LANDLORD'S OR THE CLIENT'S A. FINISH CARPENTRY ITEMS SHALL CONFORM TO THE"QUALITY B.COLD-ROLLED STEEL SHEETS COMMERCIAL QUALITY CARBON STEEL, _ DEPARTMENT.CONTRACTOR WILL BE LIABLE FOR ANY EXPENSE CAUSED BY SEPARATE CONTRACTORS.CONTRACTOR SHALL CONFINE HI5 OPERATIONS STANDARDS"OF THE ARCHITECTURAL WOODWORK INSTITUTE(AWI). COMPLYING WITH ASTM EET !ASTM A569. THE EXECUTION OF SUCH WORK WITHOUT SUCH VERIFICATION AND FOR THE FOR REMOVAL TO SUCH METHODS AS MAY BE AGREEABLE TO THE ANY REFERENCE TO PREMIUM, CUSTOM, OR ECONOMY GRADES IN THIS EXPENSES CAUSED BY ITS REMOVAL OR CORRECTION. LANDLORD.THE PROJECT SHALL BE LEFT CLEAN AND CLEAR TO THE SPECIFICATION SHALL BE DEFINED BY THE"QUALITY STANDARDS'. C.SUPPORTS!ANCHORS: FABRICATE OF NOT LESS THAN Ib-GAGE SHEET SATISFACTION OF THE FACILITIES DEPARTMENT AND THE DISPOSITION OF ANY ITEM NOT GIVEN A SPECIFIC GRADE SHALL BE CUSTOM GRADE. METAL, 17. A REPRESENTATIVE OF THE GENERAL CONTRACTOR AUTHORIZED TO DISCUSS ALL SALVAGED MATERIALS 15 TO BE CLEARED WITH THE LANDLORD B.THE WOODWORK MANUFACTURER SHALL HAVE SATISFACTORILY D. SHOP APPLIED PAINT.RUST-INHIBITIVE ENAMEL OR PAINT, EITHER THE WORK AND RECEIVE INSTRUCTIONS FROM THE CLIENT'S FACILITIES PRIOR TO REMOVAL.PREMISES TO BE SWEPT CLEAN OF RELATED COMPLETED COMPARABLE WORK ON TIME.THE FACILITIES DEPARTMENT AIR DRYING OR BAKING, SUITABLE AS A BASE FOR SPECIFIED FINISH DEPARTMENT SHALL BE AT THE JOB 517E AT ALL TIMES THAT WORK IS IN CONSTRUCTION DEBRIS DAILY. RESERVES THE RIGHT TO APPROVE THEW WOODWORK MANUFACTURER PAINTS. PROGRESS.CONTRACTOR SHALL MAINTAIN A PHONE AT THE JOB SITE. SELECTED TO FURNISH ALL OF THE WOODWORK. 41. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL NOTIFY THE C.LUMBER AND PLYWOOD SHALL BE IDENTIFIED BY AN OFFICIAL GRADE 4. FABRICATION, GENERAL- Is. GREAT CARE SHALL BE EXERCISED TO ASSURE THAT THE BUILDING SHALL CLIENT'S FACILTIES DEPARTMENT WHICH SHALL COMPILE A°PUNCH LIST' MARK EXCEPT WHERE THE GRADE MARK WILL INTERFERE WITH A. FABRICATE HOLLOW METAL UNITS TO BE RIGID, NEAT IN APPEARANCE, ■ DAVID A.UDKOW - BE PROTECTED FROM DAMAGE THAT COULD OCCUR BECAUSE OF THIS WORK OF CORRECTIONS AND UNSATISFACTORY AND/OR INCOMPLETE WORK. FINAL NATURAL FINI5H, IN SUCH CASES THE MATERIAL SHALL BE AND FREE FROM DEFECTS, WARP, OR BUCKLE,ACCURATELY FORM ARCHITECT AND CONTRACTORS SHALL PROVIDE PROTECTION FOR EXISTING AREAS AND PAYMENT WILL BE CONTINGENT ON THE COMPLETION OF THESE ITT5 ACCOMPANIED BY A CERTIFICATE OF INSPECTION ISSUED BY AN METAL TO REQUIRED SIZES t PROFILES. WHEREVER PRACTICABLE, FIT! NEW ■ UNDER THE TERMS OF THE CONTRACT. ACCEPTABLE LUMBER GRADING OR INSPECTION AGENCY. PLYWOOD ASSEMBLE UNITS IN THE MANUFACTURER'S PLANT;`CLEARLY IDENTIFY _ BE REPAIREDWORK AREAS.ANY DAMAGES DUE TO THIS WORK OR ACCIDENTS SHALL, REPLACED OR PATCHED AT THE DISCRETION OF THE CLIENT SHALL BEAR THE APA GRADE TRADEMARK OF THE AMERICAN PLYWOOD WORK THAT CANNOT BE PERMANENTLY FACTORY ASSEMBLED BEFORE ■ FACILITIE5 DEPARTMENT.'THE CONTRACTOR SHALL BEAR FINANCIAL 42. DURING THE COURSE OF CONSTRUCTION, ACTUAL LOCATIONS SHALL BE ASSOCIATION. SHIPMENT, TO ASSURE PROPER ASSEMBLY AT PROJECT SITE. WELD IIBBI NORTH 113th WAY _ RESPONSIBILITY FOR SUCH DAMAGE AND ANY WORK UNDERTAKEN TO INDICATED TO SCALE IN CONTRASTING INK ON THE DRAWINGS FOR ALL D.NOMINAL LUMBER DIMENSIONS SHALL CONFORM TO THE MINIMUM " EXPOSED JOINTS CONTINUOUSLY;GRIND, DRESS!MAKE SMOOTH, ■ SCOTTSDALE, AZ 85258 CORRECT IT. RUNS OF MECHANICAL AND ELECTRICAL WORK INCLUDING SITE UTILITIES ESTABLISHED BY THE AMERICAN LUMBER STANDARD OF THE U.S. FLUSH 1 INVISIBLE. METALLIC FILLER TO CONCEAL MANUFACTURING AND CONCEALED DEVIATIONS FROM THE DRAWINGS.UPON COMPLETION OF DEPARTMENT OF COMMERCE. 19. THE CONTRACTOR SHALL EXERC15E GREAT CARE IN PROTECTING ALL THE PROJECT INCLUDING THE PUNCH LIST, THIS INFORMATION SHALL BE E.REFERENCE STANDARDS DEFECTS 15 NOT ACCEPTABLE. MINIMUM IB-GAGE FACE SHEETS. UNLESS . 4B0.614.33B5 MATERIALS EXISTING ON THE JOB FROM DAMAGE AND SHALL MAINTAIN BIDDING TO A SET OF SEPIA DRAWINGS PROVIDED DURING THE '• A.)PS I-74 U.S.PRODUCT STANDARD FOR CONSTRUCTION AND OTHERWISE INDICATED, PROVIDE COUNTERSUNK FLAT PHILLIPS OR 480t 4.020g FAX PROTECTION FOR ALL TRAFFIC AREAS OF THE BUILDING TO BE USED BIDDING PORTION OF THE PROJECT.THIS SET SHALL BE CONSPICUOUSLY INDUSTRIAL PLYWOOD JACKSON HEADS FOR EXPOSED SCREWS!BOLTS. DURING THE EXECUTION OF WORK RELATING TO THIS CONTACT WITH THE MARKED"AS BUILT SET"AND RETURNED TO THE FACILITIES B.)P5 20-7 AMERICAN SOFTWOOD LUMBER STANDARD B. PREPARE HOLLOW METAL UNITS TO RECEIVE MORTISED!CONCEALED UNDERSTANDING THAT THE CONTRACTOR WILL RECTIFY ANY DAMAGE DEPARTMENT WITH ONE(1)COPY TO THE LANDLORD.THE CLIENT SHALL, FINISH HARDWARE, INCLUDING CUTOUTS, DRILLING! C GDS ATTRIBUTABLE TO HIS OPERATIONS. WITHIN FIFTEEN(15)WORKING DAYS OF THE RECEIPT OF THI5 SET, 3. LUMBER PRODUCTS TAPPING IN ACCORDANCE WITH FINAL FINISH HARDWARE SCHEDULE 1 353 GEORGES ROAD GRANT APPROVAL FOR FINAL PAYMENT TO THE CONTRACTOR OR SHOW A.SOFTWOOD LUMBER SHALL CONFORM TO PS 20 AND GRADED IN TEMPLATES PROVIDED BY HARDWARE SUPPLIERS.COMPLY WITH 353 GE, NJ ROAD 20. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN AND CAUSE WHY SUCH APPROVAL IS DENIED. ACCORDANCE WITH THE REQUIREMENTS OF AWI; MAXIMUM MOISTURE APPLICABLE REQUIREMENTS OF ANSI A115 SERIES SPECIFICATIONS DAY IN ACCORDANCE WITH THE BEST PRACTICES OF THE TRADES INVOLVED. , CONTENT OF 6%.PAINTED FINISH LUMBER SHALL BE PONDEROSA PINE, FOR DOOR t FRAME PREPARATION FOR HARDWARE. REINFORCE HOLLOW 732.274.g540 CARE SHALL BE TAKEN TO ENSURE COMPLIANCE WITH BUILDING 43. IT IS INTENDED THAT THE GENERAL CONTRACTOR PROVIDE A COMPLETE SUGAR PINE, OR NORTHERN WHITE PINE;CUSTOM GRADE, METAL UNITS TO RECEIVE SURFACE-APPLIED HARDWARE. DRILLING 1 732.274.1372 FAX - REGULATIONS AND/OR GOVERNMENTAL LAWS, STATUTES, OR ORDINANCES JOB AND ANY OMISSIONS IN THESE NOTE5 OR IN THE OUTLINE OF WORK B.HARDWOOD LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE TAPPING FOR SURFACE-APPLIED FINISH HARDWARE MAY BE DONE AT CONCERNING THE USE OF UNION LABOR. SHALL NOT BE CONSTRUED AS RELIEVING THE GENERAL CONTRACTOR OF - REQUIREMENT5 OF AWI;MAXIMUM MOISTURE CONTENT OF 6X. PROJECT SITE. LOCATE FINISH HARDWARE AS SHOWN ON FINAL SHOP ■ AN INTERIOR FACILITY PLANNING SERVICE SUCH RESPONSIBILITIES AS ARE IMPLIED B7 THE SCOPE OF.THE WORK RAILINGS, SHELVES, TRIM BASE, COUNTERS AND ALL ITEMS INDICATED DRAWINGS, OR IF NOT SHOWN, IN ACCORDANCE WITH "RECOMMENDED 21. ALL MATERIALS SHALL BE NEW UNUSED AND OF THE HIGHEST QUALITY IN EXCEPT FOR ITEMS SPECIFICALLY NOTED,SHOULD ANY PORTION OF 7HE AS HARDWOOD SHALL SPt�CMD ON DETAIL SHEETS. PROJECT NAME: UBS LOCATIONS FOR BUILDING'S HARDWARE FOR CUSTOM STEEL DOORS! EVERY RESPECT UNLESS OTHERWISE NOISED. CONTRACT DOCUMENTS PROVE TO BE, FOR WHATEVER REASONS - FRAMES', PUBLISHED BY DOOR AND HARDWARE INSTITUTE. UNENFORCEABLE, SUCH UNENFORCEABILITY SHALL NOT EXTEND fO THE - 3.1. LUMBER PRODUCTS HARDWOOD LUMBER SHALL BE GRADED IN ACCORDANCE I471 IYANOUGH ROAD 22. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND REMAINDER OF THE CONTRACT NOR SHALL IT VOID ANY OTHER. WITH THE REQUIREMENTS OF AWI;MAXIMUM M015TURE CONTENT OF 6%. H ANNIS MA 60OAD` TRUE AND IN PROPER ALIGNMENT. PROVISION OF THE CONTACT UNLESS IT BE SHOWN THAT THE CONTRACT RAILINGS,.SHELVES TRIM, BASE, COUNTERS AND ALL ITEMS INDICATED AS OR THE PROVISIONS THEREOF ARE DEPENDENT UPON-THE UNENFORCEABLE HARDWOOD SHALL�E BIRCH FOR STAINED MILLWORK. DRAWING TITLE: PARTS FOR THEIR MEANING. 4.. SHEET MATERIALS' GENERAL NOTES - A, DOUGLA5 FIR PLYWOOD SHALL BE GRADED IN ACCORDANCE WITH AWI WITH A CORE MATERIAL THE SAME AS VENEER OF THE FOLLOWING GRADES AND EVENTUAL FINISHES. PROJECT NO.: 200727 NORTH FLOOR NO. DWG. No. DATE: O9/20/07 �� • USF, 5,006 02 Ala - - SF/PP: 227 I DRAWN BY: FCG UBS PROJ. NO:. I0OIg4 - .. CHECKED BY: DAU WIRE LODE: U027 SCALE: NA SHEET: 01. OF 17 UB S . STOCK HOL D nue LOW METAL OORS - contid DIVISION NINE - FINISHES RESILIENT FLOORING CARPETING - continued HYANNIS, MASSACHUSETTS 5. DOORS. 1. N10RK INCLUDED. K. INSTALL EDGING STRIPS WHERE CARPET TERMINATES AT OTHER FLOOR A. FLUSH DESIGN DOORS, 1-3/4"THICK, SEAMLESS HOLLOW CONSTRUCTION, GYPSUM WALLBOARD SYSTEM - A:PREPARATION OF SUBSTRATE SURFACES, COVERNG5.USE FULL LENGTH PIECES ONLY.BUTT TIGHT TO VERTICAL BEVEL BOTH VERTICAL EDGES /8" IN PROVIDE FILLER OF FILLER 'E APPLICATION OF VINYL TILE, SURFACES. WHERE SPLICING CANNOT BE AVOIDED BUTT ENDS TIGHT BOARD, MINERAL-WOOL BOARD OR OTHER INSULATING MATERIAL I. WORK INCLUDED: C.APPLICATION OF BASE, REDUCER STRIPS AND ACCESSORIES. AND FLUSH.CARPET SHALL BE CEMENTED DIRECTLY TO THE SUB-FLOOR SOLIDLY PACKED FULL DOOR FIEIXaHT TO FILL VOIDS BETWEEN INNER A.REGULAR AND FIRE RATED G7PSUM BOARD FOR WALLS AND CEILINGS. WITH ALL PURPOSE ADHESIVE.A V-NOTCHED TROWEL WITH NOTCHES CORE REINFORCING MEMBERS.REINFORCE DOORS WITH 1/I6°GAGE B.METAL STUD FRAMING FOR THE ATTACHMENT OF GYPSUM BOARD. M DELIVER 25 SQUARE FEET OF EACH COLOR AND PATTERN OF FLOOR VB DEEP, 1/8"WIDE AND SPACED I/16°APART SHALL BE USED TO MATERIAL FOR MAINTENANCE STOCK. SPREAD ADHESIVE. KEY PLAN _ TUBULAR STEEL FRAMES WELDED TO OUTER SHEETS. C.ACOUSTICAL INSULATION AND SEALANT. L.CONTACT CEMENT SHALL BE USED A MINIMUM OF SIX INCHES AT THE B. PREPARE DOORS TO RECEIVE HARDWARE. D.TAPED AND SANDED JOINT TREATMENT. 3. VINYL TILE SHALL CONFORM TO FEDERAL SPECIFICATION S5-T-312B(D) PERIMETER OF ALL AREAS AND ON BOTH 51DES SIDES OF ALL CROSS 6. FRAMES: 2. MATERIALS: TYPE IV COMPOSITION 1, VINYL COMPOSITION(NON-ASBESTOS) 12 INCH BY 12 SEAMS. ALL CARPET AREAS SHALL BE ROLLED WITH A 30 LB.CARPET A. FULL-WELDED UNIT CONSTRUCTION, WITH CORNERS MITERED, A.ACCESSORIES, JOINT TREATMENT MATERIALS, FASTENERS, AND INCH I/B INCH GAGE.TILE SHALL BE AS INDICATED ON THE FINISH PLAN, SHEET ROLLER TO ENSURE PROPER CONTACT OF CARPET TO THE SUB-FLOOR REINFORCED Ib GAGE FOR OPENINGS UP TO 4'-0'WIDE IB GAGE FOR TEXTURED FINISH MATERIALS SHALL BE MANUFACTURED BY OR A-5A. AND TO REMOVE ALL BUBBLES AND BUCKLES. M. FOLLOW ALL SPECIAL LARGER OP�iJING5. FRAMES TO BE 2"WIDE UNLESS OTHERWISE NOTED. APPROVED BY THE WALLBOARD MANUFACTURER. - SEAMING INSTRUCTIONS OF THE CARPET MANUFACTURER. B. PREPARE FRAMES TO RECEIVE HARDWARE. B.GYPSUM DRYWALL PRODUCTS SHALL BE MANUFACTURED BY ONE OF A. RUBBER BASE SHALL BE ROPPE RIBBED BACK, .080 INCH GAGE THICK, THE FOLLOWING OR EQUAL: ROUNDED TOP;OR EQUAL; IN THE COLOR INDICATED ON THE FINISH PLAN, 6. GLEANING: 7. FINISHES: A.)UNITED STATES GYPSUM COMPANY SHEET AB.ALL BASES SHALL BE FOUR INCHES HIGH UNLESS OTHERN15E NOTED. A. REMOVE ALL L005E THREADS WITH SHARP SCISSORS AND CLEAN CARPET A. PRE-CLEAN<SHOP PRIME EACH DOOR<FRAME FOR FINISH PAINTING. H. NATIONAL GYPSUM COMPANY BASE FOR USE WITH RESILIENT FLOORING SHALL BE TOPSET TYPE COVE BASE. WITH A STRONG VACUUM CLEANER. (TO BE PERFORMED AT JOB SITE).SEE FINISH PLAN FOR SCHEDULE. C.))THE FLINTKOTE COMPANY BASE TO BE INSTALLED WHERE CARPET FLOOR FINISH 15 INDICATED SHALL BE B. REMOVE ALL SPOTS OR STAINS ON CARPETING WITH A SPOT REMOVER C.WHERE A PARTICULAR MANUFACTURER'S MODEL NUMBER 15 REFERENCED TOELESS TYPE STRAIGHT BASE ALL BASE SHALL HAVE PREMOLDED INTERIOR APPROVED AND RECOMMENDED BY CARPET MANUFACTURER.ALL B. INSTALL HOLLOW METAL DOORS AND DOOR S SIDELIGHT FRAME A55EMBLIE5 IT IS USED TO INDICATE A TYPE OR STYLE OF PRODUCT REQUIRED AND AND EXTERIOR CORNERS. CARPETING WHICH HAS SPOTS OR STAINS THAT CANNOT BE REMOVED TO (WHERE APPLICABLE)PLUMB AND SQUARE AND WITH A MAXIMUM DIAGONAL 15 NOT INTENDED TO INDICATE A PREFERENCE NOR LIMIT COMPETITION. THE SATISFACTION OF THE FACILITIES DEPARTMENT SHALL BE REMOVED DISTORTION OF 1/16'. FI7 DOORS INTO FRAMES WITH 1/5"SPACE AT HEAD AND 5. REDUCER STRIPS SHALL BE PURE VINYL OF THICKNESS AS REQUIRED TO AND REPLACED WITH NEW CARPET. JAMBS, AND 1/2"AT BOTTOM OR AS REQUIRED FOR SADDLE OR THRESHOLD ON 3. METAL FRAMING MATERIALS: FORM A SMOOTH TRANSITION BETWEEN FLOOR THICKNESSES. C.THE FACILITIES DEPARTMENT SHALL DETERMINE THE SUITABILITY OF SPECIFIC DOORS.PLACE FIRE DOORS WITH CLEARANCES AS SPECIFIED IN NFPA A.STUDS SHALL BE SCREW TYPE CEE-SHAPED 25 GAGE, GALVANIZED CARPET SCRAPS FOR FUTURE MAINTENANCE.THE CARPET SCRAPS OF STANDARD#60.ALL HARDWARE REINFORCEMENT 15 12 GAGE, HINGE STEEL STUDS IN CONFORMANCE WITH A5TM C645 AND INSTALLED IN 6. 5UB-FLOOR FILLER SHALL BE WHITE PREMIX LATEX MIXED WITH WATER TO CHOSEN FOR SUCH USE SHALL BE REMOVED FROM THE JOB SITE. N AREA O�F.WORK REINFORCEMENT IS 7 GAGE. CONFORMANCE WITH ASTM C754.AT LEAST TWO(2)HOLE5 PRODUCE A CEMENTITIOUS PASTE. APPROXIMATELY 1-1/2"BY 1-3/4"SHALL BE PUNCHED WITHIN IB"OF EACH 7 PRIMERS AND ADHESIVES SHALL BE WATERPROOF OF TYPES RECOMMENDED WOOD DOORS INDICATED D ON DRAWINGS.OF EACH STUD(4 BY PER STUD). STUD SIZES SHALL BE AS BY RESILIENT FLOORING MANUFACTURER FOR SPECIFIC MATERIAL. PAINTING B. RUNNERS SHALL BE SIZE AND GAGE TO MATCH STUDS. 8. SITE CONDITIONS 1.A. ENSURE CONCRETE FLOORS ARE DRY F WORK INCLUDES PREPARATION OF SURFACES TO RECEIVE FINISHES AND I. WORK INCLUDED: 4. GYPSUM WALLBOARD (MAXIMUM MOISTURE LNG O Y OF FINISHING SURFACES AS INDICATED ON THE FINISH PLAN A7. NO. BY REVISION DESCRIPTION DATE A.STANDARD TYPE WOOD DOORS AS PER THE CONSTRUCTION PLAN, A.STANDARD GYPSUM BOARD SHALL BE OF THE THICKNE55 INDICATED ON SEVEN PERCENT)AND EXHIBIT NEGATIVE ALKALINITY, DUSTING OR INCLUDING THE REWORKING OF EXISTING DOORS IF REQUIRED.NOTE THE DRAWINGS, 4B INCHES WIDE WITH TAPERED EDGES,MAXIMUM CARBONIZATION. 2. LEAVE ON PREMISES, WHERE DIRECTED BY THE FACILITIES DEPARTMENT, REQUIREMENTS FOR FIRE RATED DOORS. PERMISSABLE LENGTH WITH ENDS SQUARE CUT;CONFORMING TO ASTM B.MAINTAIN MINIMUM AIR TEMPERATURE OF 70 DEGREES F. (21 DEGREES C.) 10%OR FIVE(5)GALLONS OF EACH COLOR OF PAINT TO HE USED AS B. INSTALLATION OF DOOR HARDWARE. C3I AT FLOORING INSTALLATION AREA FOR 24 HOURS PRIOR TO, DURING, AND MAINTENANCE STOCK.CONTAINERS.ARE TO BE TIGHTLY SEALED AND CLEARLY B. FIRE RATED GYPSUM BOARD SHALL BE UL RATED AND OF THE 24 HOURS AFTER INSTALLATION. LABELED. 2. FLUSH FACED DOORS SHALL BE SOLID CORE, STAVED LUMBER CORE, 1-3/4" THICKNESS INDICATED;MAXIMUM PERM155ABLE LENGTH WITH ENDS C.STORE FLOORING MATERIALS IN AREAS OF INSTALLATION. ALLOW THREE THICK.CORE CONSTRUCTION SHALL CONSIST OF LOW DENSITY WOOD BLOCKS SQUARE CUT, TAPERED EDGES,CONFORMING TO ASTM C36 TYPE X. DAYS FOR MATERIAL TO REACH EQUAL TEMPERATURE AS AREA. 3. DELIVERY, STORAGE, AND HANDLING: BONDED WITH WATER RESISTANT ADHESIVE UNDER HEAT AND PRESSURE AND A.DELIVER PAINT MATERIALS IN SEALED ORIGINAL LA13ELD CONTAINERS FITTED WITH I-I/B°TOP AND BOTTOM RAILS AND 3/4"SIDE RAILS.HARDWOOD 5. ACCESSORIES: 9. INSTALLATION. BEARING MANUFACTURER'S NAME, TYPE OF PAINT, BRAND NAME, GOL(SR CR055 BANDS AND FACE VENEER SHALL BE BONDED TO THE CORE WITH A.GYPSUM WALLBOARD ACCESSORIES TO BE IN ACCORDANCE WITH GA216. A.OPEN FLOOR TILE CARTON, ENOUGH TO COVER EACH AREA, AND MIX DESIGNATION AND INSTRUCTIONS FOR MIXING AND/OR REDUCING. EXTERIOR RESIN GLUE.THE FACE VENEER SHALL BE PREMIUM GRADE IN B.CORNER BEADS SHALL BE 1-1/5'BY 1-1/8"GALVANIZED STEEL WITH TILE TO ENSURE THAT SHADE VARIATIONS DO NOT OCCUR WITHIN ANY B.PROVIDE ADEQUATE STORAGE FACILITIES.STORE PAINT MATERIALS AT ACCORDANCE WITH AWI AND OF THE SPECIES INDICATED IN THE DRAWINGS. PERFORATED FLANGES FOR ALL OUTSIDE CORNERS SUITABLE FOR ONE AREA. MINIMUM AMBIENT TEMPERATURE OF 45 DEGREES F. (7 DEGREES C.) IN RAILS SHALL MATCH FACE VENEER. FINISHING WITH"JOINT COMPOUND. B.CLEAN.SUBSTRATE.SPREAD CEMENT EVENLY IN QUANTITY A WELL VENTILATED AREA. C. EDGE TRIM OR CASING"BEAD SHALL BE"LC'TYPE BEAD OR US RECOMMENDED BY MANUFACTURER TO ENSURE ADHESION OVER ENTIRE C.PRECAUTIONS SHALL BE TAKEN TO PREVENT FIRE HAZARDS AND THE 3. FABRICATION: - GYPSUM NO.200-A GALVANIZED STEEL, SIZES AS REQUIRED FOR AREA OF THE INSTALLATION. SPREAD ONLY ENOUGH ADHESIVE TO POSSIBILITY OF SPONTANEOUS COMBUSTION. A.FABRICATE DOORS IN ACCORDANCE WITH THE REQUIREMENTS OF THE GYPSUM BOARD THICKNESS.FOR USE WHERE WALLBOARD BUTTS PERMIT INSTALLATION OF FLOORING BEFORE INITIAL SET. AWI QUALITY STANDARDS". DISSIMILAR MATERIALS AND WHERE EXPOSED EDGES OF WALLBOARD C.SET FLOORING IN PLACE, PRESSING WITH HEAVY ROLLER TO ENSURE 4. PROTECTION: B.BEVEL STRIKE EDGE OF SINGLE ACTING DOORS 1/B° IN 2'. OCCURS SUITABLE FOR FINISHING WITH JOINT COMPOUND, FULL ADHESION. A.ADEQUATELY PROTECT OTHER SURFACES FROM PAINT AND DAMAGE. C.PREPARE DOORS TO RECEIVE HARDWARE. D.TAPE SHALL BE STANDARD REINFORCED TAPE FOR ALL GYPSUM BOARD D. LAY FLOORING WITH JOINTS AND SEAMS PARALLEL TO BUILDING OR REPAIR DAMAGE CAUSED AS A RESULT OF INADEQUATE OR APPLICATIONS AS RECOMMENDED BY THE WALLBOARD MANUFACTURER. WALL LINES TO PRODUCE SYMMETRICAL TILE PATTERNS. UNSUITABLE PROTECTION. 4. INSTALL WOOD DOORS PLUMB AND SQUARE AND WITH A MAXIMUM DIAGONAL E JOINT COMPOUND SHALL BE READY MIX TYPE AS RECOMMENDED BY THE E. INSTALL WITH MINIMUM TILE WIDTH OF 1/2 FULL SIZE AT ROOM OR B.FURNISH SUFFICIENT DROP CLOTHS, SHIELDS AND PROTECTIVE DISTORTION OF 1/16'. FIT DOORS INTO FRAMES WITH 1/8'SPACE AT HEAD AND WALLBOARD MANUFACTURER. AREA PERIMETER.ALTERNATE ANY PATTERN GRAIN BETWEEN EQUIPMENT TO PREVENT SPRAY OR DROPPItJGS FROM FOULING JAMBS AND I/2°AT BOTTOM OR AS REQUIRED FOR SADDLE OR THRESHOLD ON F,WATER SHALL BE CLEAN, FRESH AND SUITABLE FOR CONSUMPTION. ADJACENT TILES TO PRODUCE A BASKET WEAVE PATTERN. SURFACES NOT BEING PAINTED AND IN PARTICULAR SURFACES WITHIN SPECIFIC DOORS. G.ACOUSTICAL SEALANT SHALL BE ONE PART ACRYLIC LATEX SEALANT F.TERMINATE RESILIENT FLOORING AT CENTERLINE OF DOOR OPENING STORAGE AND PREPARATION AREA. (NON-SAG)CONFORMING WITH A5TM C854. WHERE ADJACENT FLOOR FINISH I5 DISSIMILAR. C.PLACE COTTON WASTE CLOTHS AND MATERIAL WHICH MAY CONSTITUTE 0 MS ISSUED FOR BID 10/19/07 H.ACOUSTICAL INSULATION AND INSULATION IN FIRE RATED PARTITIONS G. INSTALL EDGE STRIPS AT UNPROTECTED OR EXPOSED EDGES WHERE A FIRE HAZARD IN CLOSED METAL CONTAINERS AND REMOVE DAILY FINISH HARDWARE SHALL BE PRE-FORMED MINERAL WOOL CONFORMING TO FEDERAL FLOORING TERMINATES. FROM THE SITE. NO. BY ISSUED TO DATE SPECIFICATION HH-1-521E; FRICTION FIT TYPE WITHOUT INTEGRAL H.SCRIBE FLOORING TO WALLS, CABINETS, AND OTHER APPURTENANCES TO D.REMOVE ELECTRICAL PLATES, SURFACE HARDWARE, FITTINGS AND _ BARRIER;THICKNESS AS INDICATED ON DRAW ING5, PRODUCE TIGHT JOINTS. FASTENERS, PRIOR TO PAINTING OPERATIONS,THESE ITEMS ARE TO BE I. FURNISH ALL MATERIALS AND TECHNICAL SERVICES REQUIRED FOR A - CAREFULLY STORED, CLEANED AND REPLACED ON COMPLETION OF THE COMPLETE INSTALLATION OF FINISH HARDWARE AS SHOWN ON THE DRAWINGS 6. SCREWS FOR ATTACHMENT OF GYPSUM BOARD TO LIGHT GAGE STEEL 10. BASE INSTALLATION. WORK IN EACH AREA. DO NOT CLEAN HARDWARE WITH SOLVENTS THAT AND AS SPECIFIED HEREIN. HARDWARE SPECIFIED FOR ITEMS SPECIFIED UNDER STUDS AND METAL FURRING SHALL BE TYPE 5 SELF DRILLING PHILLIPS HEAD A.FIT JOINTS TIGHT AND VERTICAL. MAINTAIN MINIMUM MEASUREMENT OF MAY REMOVE PERMANENT LACQUER FINISH. OTHER SECTIONS ARE NOT CONSIDERED AS PART OF THE FINISH HARDWARE DRYWALL SCREWS CONFORMING TO ASTM C646. IB INCHES BETWEEN JOINTS. UNLESS SPECIFICALLY MENTIONED. B. USE PREMOLDED SECTIONS FOR EXTERNAL AND INTERNAL CORNERS AND S. ACCEPTABLE MANUFACTURERS SHALL HE EQUAL TO BENJAMIN MOORED 7. INSTALL GYPSUM BOARD IN ACCORDANCE WITH RECOMMENDATIONS OF EXPOSED ENDS. CALIFORNIA PRATT AND LAMBERT, GLIDDEN COATINGS AND RESINS, OR 2. SUBMIT A COMPLETE DETAILED HARDWARE SCHEDULE 5UFFICIENTLY IN GA-216, AND THE MANUFACTURER'5 PRINTED INSTRUCTIONS.ALL FIRE RATED C.SCRIBE AND FIT TO DOOR FRAMES AND OTHER OBSTRUCTIONS. THEMEC COMPANY, INC. ADVANCE TO ASSURE PROPER PREPARATION AND COORDINATION OF OTHER PARTITIONS SHALL CONFORM TO THE REQUIREMENTS FOR THE FIRE RATED D. INSTALL BASE ON SOLID BACKING. ADHERE TIGHTLY TO WALL AND WORK, REVIEW AND ACCEPTANCE BY THE FACILITIES DEPARTMENT DOES NOT DESIGNS AND HOURLY RATINGS INDICATED ON THE DRAWINGS FLOOR SURFACES. 6. PREPARATION OF SURFACES: RELIEVE THE CONTRACTOR OF HI5 EXCLUSIVE RESPONSIBILITY TO FULFILL THE A.REMOVE CONTAMINATION FROM GYPSUM WALLBOARD SURFACES AND REQUIREMENTS AS SHOWN AND SPECIFIED. WHEREVER NEED FURNISH B. PLACE CORNER BEADS AT EXTERNAL CORNERS USING THE LONGEST PRIME 70 SHOW DEFECTS, IF ANY. PAINT AFTER DEFECTS HAVE BEEN - TEMPLATES TO FABRICATORS OF OTHER WORK WHICH IS TO RECEIVE FINISH PRACTICAL LENGTHS. PLACE EDGE TRIM WHERE GYPSUM BOARD BUTTS CARPETING REMEDIED. HARDWARE AGAINST A D1551MILAR MATERIAL OR TERMINATES WITH AN EXPOSED EDGE. B.SAND AND SCRAPE SHOP PRIMED STEEL SURFACES TO REMOVE LOOSE RC,clilF, 6+J51 � USE SCREWS TO ATTACH ALL ACCESSORIES. I. OUCH-UP PATC44ES WORK INCLUDES CARPETING ON FLOOR SURFACES WHERE INDICATED U51NG A INCONSPICUOUS.CLEAAND RUST. N SURFACESWIT CUT H SOS MAKE PRIME BARE STEEL 3. QUALITY ASSURANCE A.ACCEPTABILITY E SUBSTITUTE ITEMS SHALL BE DETERMINED BY THE 9. TAPING AND FINISHING SHALL BE PERFORMED USING PROPER HAND TOOLS DIRECT CEMENT DOWN METHOD WITHOUT UNDERLAY PADDING AND EDGE STRIPS SURFACES. ,� FACILITIES DEPARTMENT ON THE BASIS OF DESIGN, MATERIAL, AND SUCH AS BROAD KNIVES AND TROWELS WITH STRAIGHT AND TRUE EDGES OR WHERE CARPETING TERMINATES AT OTHER FLOOR FINISHE5. C.WIPE OFF DUST AND GRIT FROM MISCELLANEOUS WOOD ITEMS AND O FINISH. MECHANICAL TOOLS DESIGNED FOR THIS PURPOSE.USE THREE COATS OVER MILLWORK PRIOR TO PRIMING. SPOT COAT KNOTS PITCH STREAKS AND �` �r B.PROVIDE HARDWARE FOR FIRE RATED OPENINGS IN ACCORDANCE WITH TAPE, FASTENERS AND TRIM SANDING BETWEEN COATS FOR A FLAT AND 2. CARPET SHALL BE AS NOTED ON FLOOR FINISH PLAN, SHEET AS.CARPETS SAPPY SECTIONS WITH SEALER- FILL NAIL HOLES' AND CRACKS AFTER Q Z STANDARD NO.BO OF THE NATIONAL FIRE PROTECTION ASSOCIATION SMOOTH FINAL FINISH. AND GLUE TO BE SUPPLIED BY THE CLIENT, UNLESS AND OTHERWISE NOTED ON PRIMER HAS DRIED AND SAND BETWEEN COATS.BACK PRIME INTERIOR N AND WHICH HAS BEEN UL TESTED FOR THE TYPES AND SIZES OF THE FINISFI PLAN. AND EXTERIOR WOODWORK. 16 No. 5134 DOORS REQUIRED. ' 3. ACCESSORIES: I N: LLI C.MANUFACTURER HARDWARE TO CONFORM WITH PUBLISHED TEMPLATES, ACOUSTICAL TREATMENT 7. APPLICATD -� Scottsdale, GENERALLY PREPARED FOR MACHINE SCREW INSTALLATION. A.ADHESIVES SHALL BE NON-FLAMMABLE TYPE AS RECOMMENDED BY THE A.APPLY EACH COAT AT PROPER CONSISTENCY. Arizona J� D.THE HARDWARE SUPPLIER SHALL BE A RECOGNIZED BUILDERS' CARPET MANUFACTURER TO SUIT APPLICAT16N AND EXPECTED SERVICE. B.SAND LIGHTLY BETWEEN COATS TO ACHIEVE REQUIRD FINISH. U� HARDWARE SUPPLIER WHO HAS FURNISHED HARDWARE IN THE I. WORK INCLUDES THE COORDINATION OF THE SUSPENDED ACOUSTICAL B.EDGE STRIPS SHALL BE EQUAL TO SNAP-DOWN STANDARD EDGE" C.DO NOT APPLY FINISHES ON INSUFFICIENTLY DRY SURFACES. PROJECT'S VICINITY FOR A PERIOD OF NOT LESS THAN TWO(2) CEILING. (STOCK NO.33B)FOR DIRECT CEMENT-DOWN CARPET AS D.WHERE CLEAR FINISHES ARE REQUIRED ENSURE THAT TINT FILLERS YEARS AND WHO 15, OR EMPLOYS, AN EXPERIENCED, CERTIFIED MANUFACTURED BY MERCER PLASTICS COMPANY INC. MATCH WOOD.WORK FILLERS WELL INTO THE GRAIN BEFORE SET. �/ (ANC)�ARCHITECTURAL HARDWARE CONSULTANT. 2. FURNISH ACOUSTICAL CEILING TILES FOR MAINTENANCE PURPOSES, A C.TAPE FOR SEAMING CARPET SHALL BE PIN TAP AND TAPE FOR WIPE EXCESS FROM THE SURFACES. -7/� S`'P QUANTITY EQUAL TO ONE PACKAGE OF TYPE AND SIZE SPECIFIED.MAINTENANCE SEAMING CARPET CUSHION SHALL BE CLOTH PAD TAPE. E.BACK PRIME INTERIOR WOODWORK WHICH 15 TO RECEIVE PAINT OR C �.j /�C p 7 4. COORDINATE HARDWARE WITH OTHER WORK.TAG EACH ITEM OR PACKAGE MATERIALS SHALL BE DELIVERED IN MANUFACTURER'S ORIGINAL UNOPENED ENAMEL FINISH WITH ENAMEL UNDERCOAT PAINT. "' O SEPARATEL7, WITH IDETITIFICATION RELATED TO THE FINAL HARDWARE CARTONS WITH LABELS INTACT AND LABELED AS MAINTENANCE STOCK°. 4. PREPARATION- Sr HEDULE, AND INCLUDE BASIC INSTALLATION INSTRUCTIONS IN THE PACKAGE. SUCH MATERIALS SHALL BE STORED WHERE DIRECTED BY THE FACILITIES A.CLEAN FLOORS OF DUST, DIRT SOLVENTS, OIL, GREASE, PAINT, B. REMOVE GRILLES, COVERS AND ACCESS PANELS FOR MECHANICAL AND DEPARTMENT. PLASTER AND OTHER SUBSTANCES WHICH WOULD BE DETRIMENTAL ELECTRICAL SYSTEMS FROM LOCATION AND PAINT SEPARATELY IF PAINT FINISH 5. FURNISH A COMPLETE SET OF SPECIALIZED TOOLS AS NEEDED FOR THE TO THE PROPER PERFORMANCE OF ADHESIVE AND CARPET. ALLOW 15 REQUIRED. IF SUCH FINISH 15 NOT REQUIRED STORE IN A PROTECTED AREA CONTINUED ADJUSTMENT, MAINTENANCE, REMOVAL, AND REPLACEMENT OF 3. MATERIALS FLOORS TO THOROUGHLY DRY. UNTIL PAINTING OPERATIONS ARE COMPLETE.REPLACE TO ORIGINAL LOCATIONS HARDWARE. A.ACOUSTICAL TILES SHALL BE AS INDICATED ON THE REFLECTED CEILING B. ENSURE THAT CONCRETE FLOORS ARE FREE FROM SCALING AND WHEN SURFACES ARE SUFFICIENTLY DRIED. pLgN, IRREGULARITIES AND EXHIBIT NEUTRALITY RELATIVE TO ACIDITY AND 6, HARDWARE SUPPLIER SHALL LABEL EACH CARTON OR CONTAINER TO B.SUSPENDED CEILING SYSTEMS SHALL BE AS INDICATED ON THE ALKALINITY. q. CLEANING: IDENTIFY CLEARLY THE HARDWARE GROUP, DOOR NUMBER, DOOR LOCATION, REFLECTED CEILING PLAN. C.REMOVE SUB-FLOOR RIDGES AND BUMPS.FILL LOW SPOTS, CRACKS AND A.AS WORK PROCEEDS AND UPON COPLETION PROMPTLY REMOVE PAINT PRODUCT NUMBER, AND HANDEDNESS OF DOOR. C.PERIMETER MOLDING SHALL BE 025 INCH THICK STEEL WITH 1Wo BOTTOM JOINTS, HOLES AND OTHER DEFECTS WITH 5UB-FLOOR FILLER. LEVEL WHERE SPILLED, SPLA5HED OR SPATTERED. LEG HAVING HEMMD EDGES FOR STIFFNESS AND APPEARANCE, TO MAXIMUM VARIATION OF 1/8 INCH IN 10 FEET. B.DURING PROGRESS OF WORK KEEP PREMISES FREE FROM 7. KEY ALL LOCKS TO BUILDING MASTER. D. EXPOSED PORTIONS SHALL BE WHITE TO MATCH CEILING TILES UNLESS ANT UNNECESSARY ACCUMULATIONS OF TOOLS, EQUIPMENT, SURPLUS OTHERWISE NOTED. 5. INSTALLATION: MATERIALS AND DEBRIS. B. PROVIDE KEYS OF NICKEL SILVER ONLY. E.HANGER WIRES SHALL BE GALVANIZED CARBON STEEL ASTM A641, SOFT, A.LAY OUT ROLLS OF CARPET FULL FOR THE APPROVAL OF THE C.UPON COMPLETION OF WORK LEAVE PREMISES NEAT AND CLEAN TO THE TEMPER, PRESTRETCHED YELLED STRESS LOAD OF AT LEAST THREE FACILITIES DEPARTMENT. SATISFACTION OF THE FACILITIES DEPARTMENT. ■ DAVID A.UDKOW q. FURNISH TWO(2)COPIES OF WRITTEN WARRANTIES AGAINST FAILURE OF TIMES DESIGN LOAD, BU�'NOT LESS THAN 12 GAGE. B.CHECK MATCHING OF CARPET BEFORE CUTTING AND ENSURE THERE 15 ARCHITECT ANY HARDWARE PART FOR TWO(2)YEARS AND AGAINST MECHANICAL FAILURE F. USE APPLICABLE TYPE HANGER ATTACHMENTS ADAPTABLE TO THE NO VISIBLE VARIATION BETWEEN DYE LOTS. 10. ALL MATERIALS SHALL BE APPLIED IN ACCORDANCE WITH THE ■ OF DOOR CLOSERS FOR FIVE(5)YEARS. OVERHEAD STRUCTURE. - C. WHERE REQUIRED CUT CARPET IN A MANNER THAT ALLOWS PROPER MANUFACTURERS SPECIFICATIONS AND INSTRUCTIONS SEAM AND PATTERN MATCH. ENSURE CUTS ARE 5TRIGWT, TRUE, AND ■ 4. COORDINATE ACOUSTICAL CEILING WORK WITH THE LANDLORD OTHER UNFRAYD. II. MISC.HOLLOW METAL AND PAINTED WOOD MOLDING SHALL BE PAINTED GLASS t GLAZING TRADES.READJUST CEILING SUSPENSION AFTER INSTALLATION OF MECHANICAL D.WHERE POSSIBLE AND PRACTICAL LOCATE SEAMS IN AREAS OF LEAST SAME COLOR AS WALLS(IN 5EMI-GLO55)U.O.N. IIBBI NORTH 113th WAY AND ELECTRICAL EQUIPMENT AND FIXTURES BY THE REPRESENTATIVE TRADES. AMOUNT OF TRAFFIC. PERPENDICULAR SEAMS AT DOORWAYS ARE NOT ■ 5CO775DALE, AZ 8525E PROVIDE EDGE TRIM A5 REQUIRED AT MECHANICAL OR ELECTRICAL WORK.' PERMITTED. 12. ALL WALLS TO BE PAINTED IN EGG SHELL FINISH (U.O.N.) _ I. WORK INCLUDES GLASS AND GLAZING AS SHOWN ON THE DRAWINGS AND E.JOIN SEAMS IN RECOMMENDED MANNER AND SO AS NOT TO DETRACT 480.614.3305 INCLUDES GLAZING PLASTICS AS NEEDED. 5. AFTER INSTALLATION ALL CEILINGS SHALL BE THOROUGHLY CLEANED AND FROM THE APPEARANCE EN THE CARPET INSTALLATION AND DECREASE ■ 480.614.020 1 FAX LEFT FREE FROM ALL DEFECTS. UNITS WHICH ARE DAMAGED OR IMPROPERLY ITS LIFE EXPECTANCY. ENSURE THAT SEAMS ARE STRAIGHT, NOT - 2. SUBMIT TWO(2)SIX INCH 6")SQUARE SAMPLES TO THE FACILITIES APPLIED SHALL BE REMOVED AND REPLACED. .OVERLAPPED OR PEAKED, AND FREE OF GAPS. DEPARTMENT.SAMPLES WILL BE REVIEWED FOR APPEARANCE ONLY. F.ALL SALVAGE EDGES MUST BE REMOVED. ALL CUTS MUST BE MADE AT 4■ GDS' 6. AFTER ALIGNING SUSPENSION MEMBERS TO TRUE PLANE, SET ACOUSTICAL - AN ANGLE OF 15 DEGREES WITH SURFACE YARNS EXTENDING OUTWARDS G GEORGES ROAD 3. ALL WORK SHALL CONFORM TO THE FLAT GLA55 MARKETING ASSOCIATION PANELS INTO POSITION IN ACCORDANCE WITH THE MANUFACTURER'S OVER BACKING MATERIAL: DAYTON, NJ OBBIO 'GLAZING MANUAL'AND°SEALANT MANUAL'. RECOMMENDATIONS. INSTALL ACOUSTICAL PANELS FLUSH AND LEVEL, WITH ALL G.A BEAD OF NON-FLAMMABLE LATEX CARPET SEAM ADHESIVE SHALL BE JOINTS IN ALIGNMENT.MAINTAIN DIRECTION OF PATTERN IN ANY-SINGLE ROOM APPLIED TO ALL CUT EDGES BEFORE SEAMS ARE MADE. A 732.274.9540 - 4. THE GLAZIER SHALL HAVE HAD FIVE(5)YEARS OR MORE OF SUCCESSFUL OR AREA. MAINTAIN DIRECTION OF MILL RUN CONTINUOUSLY OVER ENTIRE H.SEWN SEAMS SHALL BE MADE USING NO, IB WAXED LINEN DOUBLE ■' 752.274.1372 FAX EXPERIENCE IN GLAZING WORK SIMILAR IN NATURE TO THE REQUIRED WORK. CEILING AREA WITH EQUAL WIDTH BORDERS ALONG OPPOSITE WALLS. THREAD AND PROPER CARPET STITCHES. TAPE SEAMS SHALL BE MADE AN INTERIOR FACILITY PLANNING SERVICE U51NG PIN TAPE AND NON-FLAMMABLE LATEX CARPET SEAM gDHE51VE. S. GLAZING ACCESSORIES: 7. AFTER LIGHTING FIXTURES AND MECHANICAL ITEMS HAVE BEEN INSTALLED TAPE MUST SECURE SEAMS MECHANICALLY WITH PINS AS WELL AS - PROJECT NAME: T rBo A.SETTING BLOCKS SHALL BE NEOPRENE WITH AN BO TO qD SHORE A THE CEILING SYSTEMS SHALL BE ADJUSTED IF REQUIRED TO BRING FINISH CHEMICALL7 WITH ADHESIVE. TAPED SEAMS SHALL BE PRESSED TO V D DUROMETER HARDNESS NOT LESS THAN 4" IN LENGTH AND 1/4"THICK. CEILING TO A LEVEL WITH A MAXIMUM DEFLECTION OF NOT MORE-THAN I/36OTH PRODUCE BEST POSSIBLE EVEN TOP PILE AND PROTECTED UNTIL t - B. EDGE BLOCKS SHALL BE NEOPRENE WITH A 60 TO 70 SHORE A OF THE HANGER SPACING. ENTHRE CEILING SHALL BE FLAT AND LEVEL TO ADHESIVE HAS SET A MINIMUM OF EIGHT HOURS. 1471 IYANOUGH ROAD DUROMETER HARDNESS, NOT LESS THAN 4° IN LENGTH AND I/B°THICK. WITHIN I/B°IN 10 FEET. I. LA7 CARPET ON FLOORS WITH THE RUN OF THE PILE IN THE SAME C.PRE SHIMMED TAPE SHALL BE FORMULATED FROM 100 PERCENT SOLIDS, DIRECTION AS ANTICIPATED TRAFFIC. H ANNIS MA 601-I06 COMBINING BUTYL RUBBER AND POLYI5OBUTYLENE, WITH A 45 TO 55 9. DO NOT CHANGE RUN OF PILE IN ANY ONE ROOM OR FROM ONE ROOM DRAWING TITLE: SHORE A DUROMETER HARDNESS, CONTINUOUS SHIM.SIZE AND - TO THE NEXT. . THICKNE55 SHALL BE AS REQUIRED FOR THE THICKNE55 OF GLASS BE I MG INSTALLED. L NOTES - x GENERA( _r.lO�Cc A - D. LATERAL SHIMS SHALL BE A CONTINUOUS NEOPRENE SPACER SHIM WITH A 40 TO 60 SHORE A DUROMETER HARDNESS. ,r;,:y' S PROJECT NO.: 200727 NORTH FLOOR NO. -DWG.,NO. E.CAP BEAD SHALL BE A CURING TYPE GUN GRADE TWO PART NON-SAG - , N SU I 5 � _. DATE: Oq O/ POLYURETHANE OR POLY SULFIDE DE SEALANT. USF. 5,006 SF/Pp: 227 02 • Alb, ' DRAWN BY: FCG UBS I PROJ. NO: 100 94 CHECKED BY: DAU WIRE CODE: U027 - - - SCALE: N/A SHEET: 016 OF. - 17 ti FURNITURE LEGEND .Taa.ri pAa I er ow.. _ na „n¢• e UBS U .i v _ n nepar. HYANNIS, MASSACHUSETTS KEY PLAN o..k..m,r mpm. —FUR ITURE INSTALLER TO CUT - avpntenena reo,m�k :s el , OUT CORNER OF DESK IN FIELD. •• •ergb peee,ml ee,k sslcl:aeouewl l/, . BOM .• - nenp ntwn i! e] xa J/, OFFICE OFFICE _ 236 237 - / ZE 1 / ® _ .. klPab umea,k 5lgie60RFew1 :a =3/,' .y .� waw el/,• OFFICE ® FE)234 - ® ® a ww k N AREAK sJ ® Oo iew In is a :a J/. 1 7 arte<a s FA-I CORRIDOR Pl,fWpape,mlee,k I ie JN 235 zs pe NO. BY REVISION DESCRIPTION DATE �w - PPIIP^.aml,rta ,iesisaw FA-9 AR OFFICE Fu U 38 CORRIDOR O P w f /, 233 FA-a J II - a smp c I .^ a ep :9:N A A SA-4 y .CSA-5 c �I<oI< i� s urta I.I II IIE 12 _____ ____ ONF MGR DOPY R R � © CORRIDO It �'I vaP _ _ ____ "-k seab prtaeee,ml ee,k is ao 239 21B 209 AIL xk saa c w�m ze la 'U' vop ®fill J[IF OPERATIONS213 OFFICEFE 2301 ___ ______3_ cEPr ORE IONCLIENT -� CSA-� F g 207 i wru® I6 FILES A - Y h LUNCHROOM OB conrs 214 216 PROVIDE PRICING FOR AREAS 201,202 B 203 eme,.mlw • 1\ / �� e� 219 17 ��� fl 1 --_ --_—_ se » __________ Pl Im in m-ea,., .a lee .zp 02 :MS I55UED FOR FURN COODI ATIO 0/22/07 ®nsp ,�, OFFICE, ,ice ePpc_ _ A5-ALTERNATE C5A_le A-I 01 ISSUED FOR BID 0/I9/07 FFICE 229 22 NO. ISSUED TO DATE 228 ve`. ® ® 220 201 I I I I 202 203 ' ' cwa c,e FA 6Hn _A i, m ___________— -------- q Il eeo ask 355/e i31/, 3:3N SE Z In' OFFICE rc r] L mFu Up tl'*p eJ BackFA-5 MEWS FA-1 REST . ..227 ROOM ATO LEVATO MACH. k 204 e:9 FA-4 FA- A-2 O Q HAFT ROOM a!A 331/, /S ®E� ®® WM 'Falmwy nU pmP e1t OFFICE 225 206 200 H EQUIPMENT I<seerl y �N azr WOMENIS E -acoM Butt sack re� �' R\ , �$ REST 205 Q (n ROOM No. 5134 K 722L41 223 222 — ® ® ® lavoi•°clw. i,JN ip - S'GpttgtHJd�`+x - OFFICE OFFICE OFFICE - enluamele-11 un[obmm°ee<kae n seer „ nd V o/ Arizo FURNITURE IN57ALLER TO ® ® ® ® - - - -., ens sN Hepa �i^ CUT OUT CORNER OF DESK IN FIELD. - v m.a. a , . Amu aP,I,m <k:pe aa,p,teab e.e<:pe rnls»:pi pbawla w.mut ,IN iala ENLARGEMENT OF AREA 218 SCALE:/4 = -0 w.—Pm,^am ^•^ i, ip ■ DAVID A.UDKOW . enoewac,Iexnr ■ ARCHITECT .. . ,levees eoartmeace aoor+rua zluu Pwlsll.plan ronArob - -• I�ter. uaeAk coxre,IPokAar Paorske oee wr+eu .. " ELECTRICAL CONTRACTOR TO PROVIDE - ■ 11881 NORTH 113th WAY STUB UP FOR POWER AND DATA. G.C. ° '" ■ SCOTTSDALE, AZ 85258 TO COORDINATE WITH UBS' AV - VENDOR AND FURNITURE VENDOR FOR ■ �bI43355 FAX ` ( INSTALL OF RECESSED TABLE DEVICE - CENTER OF TABLE. PS GDS CONE r „pe�ne,o�,^<a.e '■ 353 GEORGES ROAD 1 w....aah Ma .�•.•e••••ma.awc ❑' DAYTON, NJ 08BI0 732.274.9540 • 'pi0 "�8 emu. r.p.wa.r>eiM ww.r��e<.PI.. ■ 732.274.1372 FAX - - r---- AN INTERIOR FACILITY PLANNING SERVICE PT-3 L---- PROJECT NAME: UBS 218 w m 1471 IYANOUGH ROAD - 6FQw —186 - - .TAc umuk rzxn n worn II. m a.r DRAWING TITLEI - CODED FURNITURE PLAN, PROJECT NO.: 200727 NORTH FLOOR,NO.1 DWG. NO. SERI DATE, 09/20/07 USFI 5,00602. . A2 SF/PP: 227 .DRAWN BY: FCG UBS PROJ:"NO: 100194 - CHECKED BY: DAU WIRE CODE: U027.' .. - SCALE( I/8°=p—p°. .SHEET, 02 OF 17 CONSTRUCTION PLAN LEGEND 5YM130L I DESCRIPTION . . _ EXISTING DRYWALL TO REMAIN T BS, NEW FULL HEIGHT DRYWALL PARTITION FROM SLAB TO 6" AHC. ONE U LAYER%" GYPSUM WALLBOARD APPLIED TO EACH 51DE OF 2Y2' MET L _ STUDS I6° O.C. (STUDS FROM SLAB TO SLAB)TAPE, COMPOUND, SAND FOR NEW FINISH. (SEE DETAIL 01 SHEET AI3) HYANNIS, MA55ACPUSETTS . NEW FULL HEIGHT ONE HOUR FIRE-RATED DRYWALL PARTITION FROM SLAB TO SLAB WITH 2Y" ACOUSTICAL BATT INSULATION. ONE LAYER W GYPSUM WALLBOARD APPLIED TO EACH SIDE OF 2Y2" METAL STUDS III O.C. FROM SLAB TO SLAB. GYPSUM WALLBOARD TO BE IMPERIAL FIRE CODE °C." RETURN AIR CUT OUT IN GYPSUM KEY PLAN _ - WALLBOARD ABOVE CEILING. (SEE DETAIL 02 SHEET AI3) 236 237 - - - - .NEW FULL HEIGHT TWO HOUR FIRE-RATED DRYWALL PARTITION , FROM SLAB TO SLAB WITH 21,` ACOUSTICAL BATT INSULATION. TWO LAYERS%" GYPSUM WALLBOARD APPLIED TO EACH SIDE OF 2J�' e - METAL STUDS 16" O.C. FROM SLAB TO SLAB. GYPSUM WALLBOARD _ TO BE IMPERIAL FIRE CODE It." RETURN AIR CUT OUT IN GYPSUM b _ WALLBOARD ABOVE CEILING. 254 B - NEW METAL AND GLASS OFFICE FRONT BY HAWORTH, . TO BE PURCHASED AND INSTALLED BY GC. (FOR PRICING E QUESTIONS, ® ® z O OO - CONTACT GC TO PROVIDE SHEETROCK TRIMMED OPENING (ONE A N - LAYER GYPSUM WALLBOARD APPLIED TO EACH SIDE OF 2)V' ¢ METAL STUDS @ 16" O.C. TO 6" AHC) OPENING HEIGHT TO BE-1 AFF VERIFY WITH ELEVATIONS AND DETAILS. (METAL TRIM FINISH 235 1 TBD (SEE DETAILS ON SHEET A14) N AREA OF WORK sa s z 232 238 woo">� po NEW FULL HEIGHT ACOUSTICAL DRYWALL PARTITION FROM 5�LAB TO SLAB WITH ACOUSTICAL BATT INSULATION. ONE LAYER " •- LF ALIGN eg 211 1' ESQ - - GYPSUM WALLBOARD APPLIED TO EACH SIDE OF 2�" METAL STUDS c .boo I6" O.C. FROM SLAB TO SLAB. USE 6" ACOUSTICAL BATT - GL ® GL - )-' ® NO. BY REVISION DESCRIPTION DATE s INSULATION ABOVE CEILING TILE, SET 4-0" FROM CENTER LINE OF GL Q 12 ° 210 A1,16N - o PARTITION ON BOTH SIDES. (SEE DETAIL 03 SWEET AI3) 23q 0 o B 20q G NEW LOW HEIGHT DRYWALL PARTITION WITH WOOD CAP DETAIL. 230 -o'm B A N o (SEE WOOD CAP PROFILE 01 SHEET AI4.) ONE LAYER %' GYPSUM _ PI a sa sB I'_ 7_y"m 212 0 213 6' WALLBOARD APPLIED TO EACH SIDE OF 2Y2' METAL STUDS 16" O.C. GL (OVERALL HEIGHT 42" AFF. SEE LOW WALL DETAIL 01 SHEET AI4). q,-. -r 1-7 PROVIDE STEEL POST MOUNTED TO SLAB FOR OPEN ENDED 231 v - ea-e• Q 1- DRYWALL PARTITION AT ENTRY. (SEE STEEL P05T DETAIL 02 sB ® z'-o' se se -G' '" ¢ L Nz ''-O 21 SHEET AI4.) P3 P2 P4 a G' 4 214 16 PROVIDE PRICING FOR - LOCATION OF STEEL POST DETAIL (SEE STEEL POST DETAIL 02 21q 217 se 208 e F '' O ®.1¢ a 3 SHEET A14.) __ GL " ALIGN 15 1n _ _ - ____ i _ __ _____ __ ___ __________ --"- PROVIDE�¢" FIRE RETARDANT PLYWOOD BACKBOARD ON WALLS AREAS 201,202 20 q_�• A5 ALTERNATE rrPe'A'H� :o j 1'-0' FROM FINISH FLOOR TO UNDERSIDE OF CEILING GRID IN EQUIPMENT J _ 1, I� ROOM 205. �o 22B se ALIGN ALIG G v 220 " --'- 202 0 ,v03 n'_°• ¢o 0 1r-r 201 0 ¢1¢ ®-------- -- ____-___ m rrPe'A' COAT ROD AND SHELF. PROVIDE 1 Y4' POLISHED CHROME POLE WITH REST ao�� 15° DEEP HAT SHELF (MOUNT AT 6q0 AFF). (WC' INDICATES HANDICAP COAT CLOSET. MOUNT ADDITIONAL SHELF AND ROD AT r � 226 s,q„ '^ ;' 8 36° AFF- SEE DETAILS II @ 12 ON SHEET AI5) ROOM 4 LEVATO Fy INDICATES NEW MILLWORK WITH PLASTIC LAMINATE. TP" NO. BY ISSUED TO DATE GL GL GL G -- NATO MACH. n-G, a 204 INDICATE5 END PANEL. "FP" INDICATES FILLER PANEL (SEE WALL sa ® w ie Q Q ROOM ® FINISH PLAN SHEET A7 FOR FINISH INFORMATION) (SEE COUNTER - ® TOP DETAIL 06 SHEET AI5) 00 225 - a'-e" a'-e' - H 206 E, INDICATES NEW WOODWORK STAINED. "EP" INDICATES END PANEL. (SEE WALL FINISH PLAN SHEET A7 FOR FINISH INFORMATION) (SEE sB sB sa W0MEN'5 - 05 COUNTER TOP DETAIL 05 SHEET AIS) REST ® STONE TRANSACTION TOP (SEE WALL FINISH PLAN SHEET A7 FOR ROOM - _ FINISH INFORMATION) ® FIRE EXTINGUISHER CABINET INDICATION. (MOUNT AY ADA HT.- C ` �'+f ® ® ® L'° FE NO HIGHER THAN 60° AFF) (NO CABINET REQUIRED IN EQUIPMENT ROOM ONLY) DOOR NUMBER. SEE DOOR SCHEDULE PLAN A4 FOR SPECIFICATIONS. f� N GC TO PROVIDE PLYWOOD BLOCKING AT FLAT SCREEN TV LOCATIONS. / C:' ��,��•�� 0 Scottsdats, 0 ,0 Uf CONSTRUCTION PLAN NOTES PLUMBING EQUIPMENT LEGEND 1. DIMENSIONS ARE TAKEN TO FACE OF GYPSUM WALLBOARD PARTITION TO 11. PAYMENT WILL NOT BE MADE TO GENERAL CONTRACTOR ON CHANGES OR SYMBOL DESCRIPTION FACE OF GYPSUM WALLBOARD PARTITION IN NEW CONSTRUCTION U.O.N. EXTRAS UNLESS THEY ARE APPROVED BY CLIENT'S PROJECT MANAGER. EXISTING WALLS AND EXTERIORANTERIOR COLUMNS ARE FROM FACE OF GYPSUM WALLBOARD. 12 KEY ALL LOCKS 70 BUILDING MASTER. PROVIDE THE FOLLOWING: 2. CUTTING 6 PATCHING: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 13. GENERAL CONTRACTOR TO PRODUCE MATERIALS 50 AS TO NOT DELAY NEW SINK: CUTTING AND PATCHING IN EXISTING CONSTRUCTION WHERE REQUIRED SUBSTANTIAL COMPLETION. NOTIFY ARCHITECT IMMEDIATELY OF ANY MANUFACTURER: 'ELKAY DAYTON' FOR NEW CONSTRUCTION. EXISTING CONSTRUCTION WHERE AFFECTED BY MATERIAL DELAY WHICH WOULD DELAY COMPLETION OF CONTRACT AS MODEL 9: GE-12521-R DEMOLITION SHALL BE PROPERLY REPAIRED AND ALIGNED 50 AS TO SCHEDULED. NEW FAUCET: LEAVE NO EVIDENCE OF REMODELING WORK. 14. IMMEDIATELY AFTER INSTALLATION OF STUDS, CONTRACTOR SHALL MANUFACTURER: 'ELKAY' DAVID A.UDKOW INSTALL DRYWALL AT ALL MILLWORK LOCATIONS AND REQUEST MODEL#- LK-232-5-BH-5 3. WHERE DEMOLITION OCCURS, ALL REMAINING WALLS ARE TO BE ■ - PATCHED, SANDED SMOOTH, AND PREPARED FOR FINISH ARCHITECT ING AS MILLWORK FABRICATOR TO TAKE FIELD DIMENSIONS. NEW ELECTRIC HOT WATER HEATER: - REQUIRED. PATCH AND REPAIR FLOORS AS REQUIRED FOR SMOOTH, I5. ANY DIMENSIONS IN CONFLICT ON THE PLAN PROVIDED ARE TO BE MANUFACTURE: RUDD LEVEL FINISH. CLARIFIED BY ARCHITECT PRIOR TO INSTALLATION. MODEL#: EGSP6 6 GALLON 2KW ■ . (MOUNT ELECTRIC HOT WATER HEATER ABOVE CLG. HEIGHT - SCO NORTH , A WAY 4. GC WILL COMPLY W17N ALL BUILDING MANAGEMENT REGULATIONS PRIOR 16. GENERAL CONTRACTOR TO COORDINATE CONSTRUCTION PLAN COORDINATE WITH ALL OTHER TRADES FOR EQUIP. CLEARANCE ■ SCOTTSDALE, AZ 85258 TO COMMENCEMENT OF WORK. ' ELEVATIONS AND DETAILS FOR ALL DIMENSIONS, LOCATIONS, ETC. PROVIDE DRAIN PAN) 480.64 3385 5. DRAWINGS ARE NOT TO BE SCALED FOR INFORMATION. 1 . 17. GC TO PROVIDED 'ABC' RATED FIRE EXTINGUISHER E CABINET. GC � ® PROVIDE A NEW COFFEE MACHINE)A" WATER LINE FEED WITH SHUT ■ 480.614.020q FAX 6. GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE FROM RESPONSIBLE TO COMPLY WITH ALL LOCAL FIRE CODES. - - OFF VALVE. GDS THE JOB SITE WEEKLY AND AT THE COMPLETION OF WORK, LEAVE THE 18. PROVIDE ADDTIONAL SUPPORT FOR PARTITION IN RECEPTION AREA TO PROVIDE A NEW REFRIGERATOR YW WATER LINE FEED WITH SHUT ■ 353 GEORGES ROAD 'SITE FREE OF ALL MATERIALS AND BROOM CLEAN. OFF VALVE. RECIEVE 24"X24" TILE. COORDINATE WITH WALL FIN15H PLAN. 3/4" fl DAYTON, NJ 08810 7. A COPY OF THE MOST RECENT SET OF DRAWINGS 5HALL BE KEPT AT PLYWOOD PANELING BEFORE APPLYING WITH STONE_ TILE. SEE DETAIL.05 �- � PROVIDE A NEW DISHWASHER CONNECTION. ' 732.274.g540 JOB SITE FOR USE BY GENERAL CONTRACTOR AND SUBCONTRACTORS. ,. - 732.274.1372 FAX GC TO WORK ONLY WITH THE LATEST ISSUED DRAWINGS. A. PROVIDE CUSTOM MILLWORK PILASTERS AND WOOD ENCLOSURES AROUND ■ AN INTERIOR FACILITY PLANNING SERVICE B. THE CONTRACTOR MUST COMPLY WITH ALL APPROPRIATE MUNICIPAL AND COLUMNS THAT HAVE BEEN INDICATED TO RECIEVE WOOD FINISH ON THE REGULATORY AGENCIES CODES AND REQUIREMENTS. THE CONTRACTOR 15 WALL FINISH PLAN. SEE DETAIL 05 ON SHEET A14- PROJECT NAME- RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS AND APPROVALS - " FOR ALL TRADES. 1471 IYANOUGH ROAD - _- 9. GENERAL CONTRACTOR SHALL SUBMIT CUTS, SAMPLES, SHOP, AND DRAWING TITLE H ANNIS MA 0 601-IB6 FINISHES FOR ALL SPECS FOR GDS. WRITTEN APPROVAL PRIOR TO - - - DRAWINGS, - CONSTRUCTION. PLAN 10. GENERAL CONTRACTOR SHALL CHALK LOCATIONS OF ALL NEW PROJECT NO.: 200727 - PARTITIONS ON FLOOR SLAB AND OBTAIN APPROVAL OF GD5. PROJECT - NORTH FLOOR NO. 'DWG. NO. MANAGER PRIOR TO COMMENCING ANY PARTITION CONSTRUCTION. WORK DATE. 0q/20/07 COMMENCED WITHOUT APPROVAL SHALL BE SUBJECT TO MODIFICATION - - - AS DIRECTED AT CONTRACTOR'S SOLE EXPENSE. USF: 51006 02 - - SF/PP: 227 A3 DRAWN BY: FCG UBS PR,J. NO: IOOIg4 CHECKED BY: DAU WIRE CODE: UQ27 SCALE: I/B"=I'-0" SHEET: 03❑ OF 17. t DOOR E LE PLAN LEGEND SYMBOL DESCRIPTION A r�',uLR DOM NUMBER sa ELEVATION SHEET REFERENCE HYANNIS, MASSACHUSE7TS -0. SATIN CHROME COAT HOOKS BY G.C. (BALDWIN#al")GC TO PROV23G 237 TO BEI�MOUNTED Aw U MOUNT1UPPORT �NG AINNDFROM CORNER OR ROOM. KEY PLAN _ ® FIRE EXTINGUISHER CABINET INDICATION.RECESS WHERE FE POBSIBIF. ((MMppUU��{{AT ADA HT:NO HIGHER THAN 6W AFF) (NO CABINET RISRJUIRED IN EM MERT ROOM ONLY) r2-3T FWD 7NEWFuLLEIGHT GLASS AND METAL BUTT HINGE DOOR UNIT, S'-O'X 6'DOOR FRAME AND HARDWARE FURNISHED AND INSTALLED A YSTEM EOT'IPA Y 4INDICATESCOMA FROSTED BANDING APPLIED b L 012 ON�aEET AW)YSTEM COMPANr.TRIM COIOR ORE/PMIo(sEERF GLASS AND WOOD PIVOT HINGE DOOR UNITS WITH Ab PPLIED WITH ADHESIVE BY G.C.COMPANY.2'4'X 9'-0'IGN WITH ADJACENT HERCJLITE DOORS FRAME AND 233 " A ® I ® HARDWARE FURNISHED AND INSTALLED BY G.C. TO BE STAINED N AREA OF WORK '�`C�' ® MOWA CHERRY WOOD YE]JEER TO M4TQ1 KIMBALL FURNITURE(SEE 19 ® � � �L-JA � � ------- I I C DETAIL 06 ON SHEET A ) ° ------- `« o NEWS 0 X V-c (STAINED TO MATCH KI MOCHA ON CHERRY '_ ' , HOLLOW_N�gLLAL_0 " A ( " _____________________________ FURNITURE )B'LABEl.FIRE RATED 15WR. FWSH WOOD VENEER HARDWARE BY 6.FIREFRAME COLOR TO MATCH HAP401M META NOL=L REVISION DESCRIPTION IL=TE H - -- ® 0 BY METALLIC G(DOOR NO�OCORE DRILL FROM STRIKE TO ANDS(SEE `-------------- DETAIL MEET SHEET ) E2UAL DOORS FOR FM A b 23 ® ® ® ® D 7R Y DOORSAIR OF gAND X 9'HARD AREFURNISFIERcuUTE m INSTALLED BY G.0 _ IDE PRICING FOR E BUILDING CORRIDOR ENTRY DOORS BY LANDLORD H ® ® I- F 1 AREAS 201,202•203 0 e ---- --- - --AS ALTERNATE F S-0"-LCO FRAMELESS PIVOT HINGE SOLID C40REE HOOD DOOR W AP W ING ON RECEPTION SIDE OPERATIONS 2za " ® ® A c ® ® SIDE BY G.C.WOOD NI BE STAINED MAIL41 CHERRY WOOD VENEER TO A b � � MATCH KIMBALL FURNITURE.SEE DETAIL 06 ON SHEET AI3 ------------ -------c G NEW AWORTH. 'WOOD DOOR HUT,HINGE DOOR UNIT WITH METAL FRAME - ----------------- -- -- � BY HAWCYTH.TRIM COLOR TO 8&ORE/PMIO.WOOD TO BE STAINED 716 H A b MEWS E MOCHA CHERRY WOOD VENEER TO MATCH KIMBALL FURNITURE. DOOR TO ® 17 A REST BE ORDERED WITH CORE DRILL FROM STRIKE TO HINGE. ROOM AT ® EXISTING BUILDING STANDARD DOORS BY LANDLORD TO REMAIN. q 1e ROOM A A A ISSLIEDFORBID 0 H ® oft a DwR HERCULITE DOOR HARDWARE pU�,,L(�M6 ) No. BY ISSUED TO DATE PULL., 12'X P X 2-W4'PR0.1,ROCKWOOD, SQUARE ENDS DBRN iO0- SOLID STAINLESS STEEL TO BE LEATHER WRAPPED IN B- LEA WOMEN'5 PULLS ON BOTH SIDES OF DOORS PROVI 40E AND ED H H H BROOM ® CLOSERS BY 4 C.FIRREE CO�E BY . MAGIC LOCK BY AADDT. b DE L SET 04ROM FINISH SATIN CHROME FINISH SATIN CHROME FINISH 1-V2 PAIR BUTT HINGESMI ` ff FLOOR MOUNTED DOOR STOP(•INDICATES NO DOOR STOP) f`, . • ®® I-] lull IDE F LEVER TC 4 SET WITH CLOSERSATIN CHROME _ SATIN CHROME FINISH T-1/2 PAIR BUTT HINGES FLOM CHROME FINI:%H �(•INDICATES NO DOOR STOP) A PROVIDE STANDARD LEVER- LATCH SET C I�fl. 5134 ~ SATIN CHROME FINISH(US#GW) :5: 1 W SATIN CHROME FINISH(US BUTT HINGES r SCCTiSU21C, (r> FLOOR MOUNTED DOOR STOP(•INDICATES NO DOOR STOP) t Arizona J Z e PPRRTOVVIIDE STANDAARRDCHROME FIN�LE(VUEER-�) SET WITH CLOSER SATIN CHROME FINI911 f Xj'PAIR BUTT HINGES v `rL/ of FLOOR MOUNTED DOOR STOP(a INDICATES NO DOOR STOP) SATIN CHROME FINISH CLOSER NO HOLD OPEN ON FIRE RATED DOORS { PROVIDE STOREROOM FUNCTION LOCK SET WITH CLOSER AND CORE HOLE DRILLED BACK t0 HINGE ' ' SATIN CHROME FINISH (US#6E2) SATIN CHROME FINISH f X6'PAIR BUTT HINGES FLOOR MOUNTED DOOR STOP (• INDICATES NO DOOR STOP) SATIN CHROME FINISH CLOSER NO HOLD OPEN ON FIRE RATED DOORS ADT WILL UPGRADE SECURITY MECHANISMS AFTER INSTALL •INDICATES CARD READER PROVIDE A SATIN CHROME COAT HOOK ON DOOR#OB ONLY(BALDWIN# 07E6) Q PROVIDE PAIR OF STANDARD LEVER- LATCH SETS ONE SIDE DUMMY ■ DAVID A.UDKOW HARDWARE WITH HEAVY DUTY MAGNETIC CATCH MOUNTED ON H ER EAD T ARCHITECT 2krINNC THE SH HINGES CHROME F PIVOT BY RIXON$989 FOR TOP PIVOT AND ■ #BU BUILDING STANDARD HARDWARE LEVER LLCKSET : 11.1 NORTH It1h WAY h MATCH BUILDING STANDARD ON CORRIDOR SIDE 9COTTSDALE, AND SATIN CHROME ON SUITE SIDE CLOSER TO MATCH BUILDING STANDARD.OL ■ AW.6 Sam - PROVIDE ELECTRIC STRIKE CARE HE FROM STRIKE BACK TO HINGE AM .oZ09 FAX PIVOT HINGE AND CLOSER.CLOSER TO BE MOUNTED ON 216 SIDE. USE I BENT EDGE PULL BY ROCKWOOD MANUFACTURING COMPANY MOUNTED ON 008 RECEPTIONIST SIDE.SATIN CHROME FINISH PIVOT HINGES BY RIXON#Ie0 Sys GEORGEy ROAD FOR TOP PIVOT AND#117 FOR BOT7C1.STANDARD DUMMY LEVER DAYTON HJ 08510 HANDLE TO BE MOUNTED ON OPERATIONS SIDE 7W.274.hg40 . sc EXISTING TO REMAIN 752.774.1572 FAX AN INTERIOR FACILITY PLANNING SER1/ICE I. ALL LEVER SETS TO BE SCHLAGE AL SERIES, SATURN STYLE, FINISH 662. ' UBS ALL DOORS RMURRE SILENCERS, STRIKES, DOME FLOOR STOPS U.O.N. - KEYING CYLINDERS♦LOCKS TO BE ON BLDG.LANDLORD MASTER KEYING I47I IYANOUGN • 3YSTfl1.LEVER HARDWAIWALL HARDWARE TO BE SATIN CHROME) _ - (COAT NOOK SPEC,BALDWIN NO.0786). DRAWING ITLE- 2. PROVIDE B FASTER KEYS THAT ACCESS ALL LOCK SETS ON SAME KEY. .. - ALL LOCKSETS TO BE KEYED ALIKE ON HUILDIN6 MASTER. DOOR S-CHEDULE - PROVIDE�p KEYS ACCESSING ENTRY DOORS 0,06 c. PROJECT No., PROVIDE I KEY FOR EACH PRIVATE OFFICE. F NORTH FLOOR NO. DWG:NOMETAL AND GLASS WALL-SYSTEM CCIPAW IS To SUPPLY HARDWARE DATE`��DOORS THEY WILL BE FURNISHING.G.C.To SUPPLY ALL USA RDWARE O24. GC To PROVIDED'ABC'RATED FIRE EXTINGUISHER•CABINET.GCf1RESPONSIBLE TO COMPLY WITH ALL LOCAL FIRE CODES. DRAWN BY, UHB PROD.NO+ 000A..CHECKED BY, WIRE CODE UGV I swErr. 04 OP h - • REFLECTED CEILING PLAN LEGEND SYMBOL DESCRIPTION • „� NEW- PR z PRELUDE ARMSTRONG SUSPENSION SYSTEM. UB S GRID: PRELUDE ML 14fc" IXPOSED TEE SYSTEM - TILE: DUNE FINE TD(TURE#1774 (24" x 24" x 35") Imp WEIGHT: 0.75 LBS/SF COLOR: WHITE HYANNIS, MASSACHUSETTS LIGHT REFLECTANCE ACTUAL LR 0.55 236 237 SURFACE BURNING: CLASS A (FLAME SPREAD 25 OR UNDER) ASTM E 1264: TYPE III, FORM 2 CEILING HEIGHT TO BE 10'-0" U,O.N. NEW 2'-0" x " ARMSTRONG SERPENTINA 3-DIMENSIONAL CEILING KEY PLAN SYSTEM P GRID- q/16 5ERPENTINA i 172371 INFILL PANELS: PERFORATED PANEL (R042)PERFORATIONS 3/64 - DAM @I/B" O.C. OPEN AREA .11%NO BORDER Lia PART NUMBER: 4q0 H/V • - ARC: q0 DEGREES CHORD LENGTH. 31-7"-1/4" 0.1 1O° O O 0j USE CURVED PERIMETER TRIM AT SHEETROCK TRANSITION. P� COLOR: PLATINUM LIGHT REFLECTANCE: 2 8 q'-6" q'-0" SURFACE BURNING: CLA55 A (FLAME SPREAD 25 OR UNDER) 0 0 ,. II o BOTTOM OF CURVE TO BE MOUNTED FLUSH WITH ADJACENT SHEETROCK SOFFIT AT 9'-O" AFF U.O.N. (WITH THE EXCEPTION OF 233 f3 O O O O O O O O O PERIMETER CORRIDOR AREA 238 TO 211. BOTTOM OF CURVE AT = q'-6' THIS LOCATION ONLY) P 3 - NEW 4-O" x 4'-0" ARMSTRONG SUSPENSION SYSTEM. N AREA OF WORK 0• I �y �,;:, GRID: 51LHOUETTE XL 1/5 REVEAL TEE SYSTEM lE 9 --- TILE: OPTIMA FINE TEXTURE OPEN PLAN SQUARE TEGULAR 3256(48" M N r' P P P ®g—0, WEIGHT I0.50 LB5/SF P COLOR: WHITE O LIGHT REFLECTANCE. ACTUAL LR 0.83 NO. BY REVISION DESCRIPTION DATE SURFACE BURNING: CLASS A (FLAME SPREAD 25 OR UNDER) 231 P 3 r= 4 208 I -� _ -` 5 I6 ASTM E 1264: TYPE XI I, FORM 2 p 5 s e 21 CEILING HEIGHT TO BE 10'-0" U.O.N. _ P �, 5 c PROVIDE PRICING FOR t NEW PENDANT FIXTURE a P. N I AREAS 201,202 t 203 MANUFACTURER: VISA LIGHTING °A __ ri'.. TERNATE "' �- - - - ----- - - - --- ---- MODEL MIAMI PENDANT 2.2 ELL !3 - 3 ® WIDTH: 30" HEIGHT: 30" (GC TO ORDER AS 24" CAP) P 22B o 0, 2 1 of O� 0 Of O O O O o O O O O o SPEC: CP3022-BTF42-277V-SAL-OAH(24) 01 aE- FINISH: PAINTED SA NN ALUMINUM MEN NEW 2'-O" x 4'-O" RECESSED FLUORESCENT LIGHT FIXTURE. 18 CELL - 226 'S ® PARABOLIC FIXTURE WITH NO RETURN AIR SLOTS. REST MANUFACTURER: LITHONIA ROOM SPEC: 21M3-G-B-3-32-18LD-120 P� nATTOLEVTTO ® NEW 2'-0" x 4'-0" RECESSED INDIRECT/DIRECT FLUORESCENT LIGHT 7 RAC14 FIXTURE. No�� MANUFACTURER: LITHONIA SPEC: 2AV-G-4-32-MDR-5MD P ® NEW RECESSED COMPACT FLUORESCENT DOWNLIG14T MANUFACTURER: EDISON PRICE 01 M5 15SUED FOR BID 10/Iq/07 SPEC: SB21B/7/120/COL NO. BY ISSUEDTO DATE WOMEN'S � NEW RECESSED COMPACT FLUORESCENT WALL WASHER REST - MANUFACTURER: EDISON PRICE ROOM - SPEC: 5MP20q/7/WW/120/CFL 224 223 222 ® ® ® �, INDICATES ELECTRONIC CONTROLLED CEILING RECESSED PROJECTIO SCREEN P MANUFACTURER: DA-LITE MODEL. EXECUTIVE ELECTROL @ @ @ @ @ @ @ @ SIZE: 84" x 84" (APPROX. IBI LBS) i TYPE 2 UNIT WITH LOW VOLTAGE DUAL REMOTE CONTROL SYSTEM ISCREEN BY ✓�' G.C./CIRCUIT SEPERATELY) SEE SWITCH LOCATION ryJ�`� /a p STARTING POINT FOR NEW CEILING GRID - �5P CEILING HEIGHT INDICATION }}� <P �• 5 134 N �y N ►/ CHANGE IN CEILING HEIGHTLAJ SWITCHES THROUGHOUT TO BE: 9^' MANUFACTURER: LEVITON S.Arizona dat�� -CO 3 STYLE: DECORA �1z SPEC: 5601-14 CJ SWIT H MOUNTING HEIGHT TO BE V-3" t 3'-B" 3WAYCS LETTERS DNDIDKATESWITCH114R SEQUENCEA3A''I DOOR,INDICATES FROM ✓�9��t' or OTION DETECTOR SWITCH IN PRIVATE OFFICES ONLY TO BE: E� m MANUFACTURER: LEVITON STYLE: DECORA SPEC: 01:)510-ID NEW CEILING MOUNTED ILLUMINATED EXIT LIGHT. ARROW INDICATE ENLARGEMENTREFLECTED CEILING AN NOTES DIRECTIONAL TYPE FOR EACH FACE OF SIGN. GC. 15 TO MATCH BUILDING STANDARD EXIT SIGN. USE THE FOLLOWING IF BUILDING STANDARD 15 NOT SPECIFIED. —— u- I. - THE GC WILL BE RESPONSIBLE FOR FOLLOWING ALL CONTRACT MANUFACTURER: LITHONIA — — DOCUMENTS (ARCHTEGTURAL E ENGINEERING). NO VARIANCE WILL BE STYLE: QUANTUM ALLOWED ANY CHANGES 70 THE DOCUMENTED SCOPE OF WORK WILL SPEC: LQM/5/W/3/R/120/277/ELN REQUIRE THE GC TO PAY FOR ALL CORRECTIONS TO CONFORM WITH THESE DRAWINGS. . DAVID A.UDKOW yc_c ui SHEETROCK TRIMMED OPENING (SEE DETAIL 10 SHEET A14 FOR 2. ALL CEILING AIR DIFFUSER LOCATIONS ARE TO BE COORDINATED W17H HEIGHTS) ■ ARCHITECT O O O 0 D MECHANICAL ENGINEER AND ARCHITECT PRIOR TO INSTALLATION. 3 ° 3. THE MECHANICAL SUB CONTRACTOR 15 RESPONSIBLE FOR AIR SUPPLY TO 20MM WOOD TRIMMED OPENING at 9'-0" UNLESS OTHERWISE NOTED (SEE ■ IIBBI NORTH 113th WAY LEVATO ' THE AREA TO ACCOMMODATE A MINIMUM OUTPUT REQUIRED BY LOCAL DETAIL 07 SHEET AI4) ■ SCOTTSDALE, AZ 55255 CODE. I"IACN. 30 me �� A. ALL LIGHT SWITCH FINISHES ARE TO BE WHITE. NEW RECESSED COMPACT FLUORESCENT WALL WASHER ■ 480.614.3385 v ROO� MANUFACTURER: EDISON PRICE 480.614.0209 FAX P OJECT O 5. GENERAL CONTRACTOR S TO COORDINATE WITH THE ELECTRICAL SPEC: SMP209/7/WW/120/CFL Oa - ENGINEER REGARDING THE REQUIRED NIGHT LIGHT CIRCUITS AND GOS BATTERY EMERGENCY LIGHT CONTROLS. O NEW RECESSED FLUORESCENT 5" DOWNLIGHT IN 5 RECEPTION AREA ONLY 353 GEORGES ROAD b. GENERAL CONTRACTOR 15 TO PROVIDE A 5HEETROCK SURFACE _ MANUFACTURER: LITHONIA LIGHTING (PART OF ACUITY DAYTON, NJ 08BI0 SP and - WHEREVER GRID AND TILE ARE NOT INDICATED AS CEILING SYSTEM. BRANDS) 732v[:]D .274.g540 .C. TO VERIF 732.274.1372 FAX SPEC: LQJ-13DTT-277-GEBIO-JOIA O Oe 7. ELECTRICAL/MECNANICAL SUB TO COORDINATE WITH ENGINEERING AN INTERIOR FACILITY PLANNING SERVICE D DOCUMENTS FOR THE SPECIFICATION OF ALL SMOKE DETECTORS. ALL n NEW WALL SCONCE SPECS TO CONFORM WITH ALL LOCAL AND STATE LAWS AND CODES. MANUFACTURER: VISA LIGHTING PROJECT NAME 4%UBS STYLE: TBD 8. CLEAN ANY SOILED OR DISCOLORED UNITS AFTER INSTALLATION. REMOVE SPEC: TBD 1471 IYANOUGH ROAD 11 lZ5 2 5 E REPLACE ANY UNIT WHICH 15 DAMAGED, IMPROPERLY INSTALLED OR (MOUNT AT b' 0" AFF.) H ANNIS MA 601-106 CANNOT BE CLEANED. DRAWING TITLE O° Oo Ob q, CEILING GRID SHALL BE LEVEL E TRUE, WITH PROPER EDGE MOLDING E REFLECTED CEILING PLAN OTHER DETAILS AS RECOMMENDED BY THE MANUFACTURER. P 10. PROVIDE HANGERS E SUPPORTS IN ACCORDANCE W17H MFR. PROJECT NO.: 200727 _ NORTH FLOOR NO. DWG..NO. RECOMMENDATIONS, BUILDING RULES E REGULATIONS E APPLICABLE DATE: 0q/20/07 0 - CODES E ORDINANCES. PROVIDE SEISMIC BRACING AS REQUIRED. U`SF' 02 A 2 " G.C. TO INSTALL CEILING BRACKETS AND SPEAKERS, 5,006 COORDINATE QUANTITY E LOCATION WITH AV VENDOR. 5F/PP: 227. EQUIPMENT E CABLING PROVIDED BY Al VENDOR. - DRAWN BY: FCG UBS.PROD. NO: 1001cA F_ TO INSTALL NSTAI A INT R ONN TIN- AB S - REFLECTED CEILING PLAN NOTES BETWEEN ALL AV DEVICES FROM PODIUM TO AV NOTE: RE-ALIGN SPRINKLER HEADS TO CENTER LINE OF CEILING TILE. CHECKED BY: DAU WIRE CODE: U027 CONTROLLER. RELOCATE AIR DIFFUSERS AS REQUIRED. - SCALE' I/B"=I'-O" SHEET: 05 OF -17 SYFBOLtf__1KICAL OUTLET DESCRIPTION CIRCUIT (NEMA 5-20R2)MAX. (S)PER CIRCUIT. �UBS *9D NEW WALL MOUNTED QUAD ELECTRICAL OUTLET ONE FOR CONVENIENCE AND ONE ON A SEPARATE CIRCUIT'FOR DATA POWER. (NEMA 5-20R2), I.G., ORANGE COLOR, 'D' INDICATES DATA POWER, 14YANNI5, MASSACHUSETTS eo NEW WALL MOUNTED QUAD ELECTRICAL OUTLET CONSISTING OF ONE(1)DUPLEX CONVENIENCE AND ONE(1)20A, IIOV, ORANGE COLORED, DUPLEX OUTLET. (MAX.4 PER CIRCUIT) F--@Gn NEW GROUND FAULT INDICATOR OUTLET(ON SEPARATE CIRCUIT) - NEW WALL MOUNTED COMBINATION TELEPHONE 4 DATA OUTLET. K�PLAN 236 237 ~� PROVIDE CONTINUOUS u4 CONDUIT IN ALL LOW WALL PARTITIONS _ UNTIL A VERTICAL IY,1' CONDUIT RUN CAN BE PROVIDED TO ABOVE CEILING. _ I"-/W NEW WALL TELEPHONE OUTLET(IW' INDICATES WALL MOUNT AT 54' AFF.) 7-0 NEW WALL MOUNTED TRIPLE AV JUNCTION BOX GABLE TV OUTLET MOUNTED AT 36 AFF UNLESS ■ 234 ~� OTHERWIZE NOTED. ■ ■ O INDICATES ELECTRICAL TRANFER HINGE-COORDINATE INSTALLATI WITH DOOR FRAME MANUFACTURER. PROVIDE ALL NECESSARY CUTS FOR FIELD COORDINATION.GG TO COORDINATE COMPLETE --- ® INSTALLATION. NDICATES DOOR BELL.MOUNT AT 4'-0'AFF. N AREA OF WORK I v ® INDICATES DOOR RELEASE. MOUNT RELEASE BUTTON WITH VELCRO UUIP p' SEE EQME THIS TO UNDERSIDE OF COUNTER.GC TO VERIFY LOCATION IN FIELD. 7 ''A INDICATES DOOR RELEASE FOR MAIN ENTRANCE ONLY. MOUNT --- 233 • 1 ® ® ® RELEASE BUTTON WITH VELCRO TO UNDERSIDE OF COUNTER.GC ® ------- ® TO VERIFY LOCATION IN FIELD. NO BY REVISION DF"_SCRIPTION DATE p I . O - - - ® INDICATES DOOR CHIME. MOUNT AT 7'-0-AFF. --- - I' --- -- '- EQUIPMENT DESIGNATION s I' ® MAGNETIC LOCK 1' -- ® - - -- - - CONVENIENCE CIRCUIT DUPLEX EJ.ECTRIG4L OUTLET ON s 23 ® 5 m NEw FLOOR MOUNTED DATA OUTLET Pd --- I 7i r 1 .® n ® ROVIDE PRICING FOR O NEW CEILING MOUNTED DUPLEX ELECTRICAL OUTLET FOR AREAS ALTERNATE 201,202•263 A9 0 • PROJECTOR.COODINAE WITH UBS'AV VENDOR FOR ' ' -- ----- - ------ SPECIFICATIONS AND REQUIRMENTS, ® NEW CEILING MOUNTED MOUNTED DATA OUTLET FOR PROJECTION. ® Q �� ® SEE Efi1JIPENT THIS ® - COORDINATE REQUIREMENTS. UBS'AV VENDOR FOR SPECIFICATIONS AND SWEET -----v�Y - I ------- - -- -- 226 ® MEN 19 1 1 - P-0' ® ROOM 1 1 I DIMENSIONS FOR OUTLETS ARE TO I OF OUTLET GROUP.ALL 0REST Ms ISSU 0 O --- ATO LEVAT 1 ELECTRICAL TELEPHONE AND DATA OUTLETS WITHIN PARTITIONS ARE NG BY ISSUED TO DATE MACH.1 1 ® TO BE GAN66 TOGETHER TO KEEP SPACING TO A MINIMUM SPACING 70 ROOM 1 1 BE APPROVED BY ARCHITECT. 1 2. OUTLETS LOCATED IN THE CORNER OF ROOMS TO BE I'-&O.C.AWAY 225 ® EfiUl® FROM THE CORNER, U.O.N. urovr ON ENGINEER 3. SEE ENGINEERING DRAWINGS FOR CIRCUITRY AD DEDICATED OUTLET � 0 --- WOMEN'S 1 pI� REQUIREMENTS.ENGINEER TO CONFIRM ALL DEDICATED OUTLETS AND ..� y REST 1 EQUIPMENT REQUIREMENTS. n V ROOM 1 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING OF Y ALL WORK IN EXISTING WALLS 70 REMAIN. C) A Q _ = S. MATERIALS PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF SHALL BE NEW AND SUCH AS APPEAR ON THE UNDERWRITERS CZXA® ®® IRFXiU EENT�S OF NEG APPROVED E IOTHE{2 RECOGNIZED STANDARDS AND N SHALL BE SIZED IN COIIFO i- WITH REQUIREMENTS OF NEC. NO. 51 F 6. MECHANICAL ELECTRICAL AD PLUMBING SUBCONTRACTOR SHALL BE SC03G12I@. W,. RESPONSIBLE TO PROVIDE A COMPLETE AND OPERATING SYSTEM AND 7O Arimna .rJ OBTAIN PERMITS.ALL WORK TO BE DONE IN STRICT ACCORDANCE WITH ALL BUILDING CODES 4 ORDINANCES. 7. MALL L OUTLETTSUNTED ATI60�CENTERED ON WALL WHEREVER POSSIBLE AND �'9��� Q� saPC:3 b, RECEPTACLE DEVICES 4 MATCHING COVER PLATES ARE TO BE WHITE AT �? WALL LOCATIONS 4 BROWN AT WOOD LOCATIONS. 9. ALL ELECTRICAL ROUGH IN OUTLET LOCATIONS TO BE INSPECTED BY ARCHITECT BEFORE ANY GYPSUM BOARD INSTALLATION ON EITHER SIDE OF PARTITIONS. ENLANEMENT OF AREA 216 ENLANEMENT OF AREA 206 Fl AFM T LEGEND II. PROVIDE AND INSTALL CONDUIT PULL WIRE BOXES, COVER PLATES AND - - ITEM MANUF. MODEL Z. SIZE REMARKS DEVICES ETC. FOR ALL C01•BIWATION TELEPHONE!DATA, PRINTERS FAXES, CABLE TV OUTLETS ETC. AS INDICATED.CUTTING OF FLOO�.S, 7BD TBD TBD PROVIDED BY CLIENT WALLS, PARTITIOSS ETC. fo FACILITATE PROPER AND CONVENIENT GEC. TO INSTALL CEILING BRACKETS AND SPEAKERS, m PRINTER INSTALLATION IN AEI APPf�OVm LOCATION AND BY APPROVED METHOD. COORDINATE QUANTITY 6 LOCATION WITH AV VENDOR. COLOR DAVID A.UDKOW I I EQUIPMENT 4 CABLING PROVIDED BY AV VENDO I m TBD ED TBD PROVIDED BY WENT PRINTER 12. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL ORDINANCES HAVING ■ ARCHITECT E.C.ITO INSTALL ALL INTERCONNECTIN WIRE DATA DI. COORNATE WITH 25' AV I I ALL AV DEVICES FROM PANEL ® � TBD TBD TBD PROVIDED BY CLIENT JURISDICTION. I (VENDOR AND FURNITURE VENDOR I IFOR INSTALL OF RECESSED TABL — —— ———— ———— _ FAX 13. PROVIDE ALL NEW WORK INDICATED SPECIFIED OR REQUIRED TO FINISH, (DEVICE. ® MACHINE TBD TBD TBD PROVIDED BY CLIENT OPERABLE LEGAL ELECTRIC SYSTEFT CONFORMING TO THE BEST 11.1 NORTH It�lh WAY I — STANDAA OF WORKMANSHIP. ■ SCOTTSDALE, AZ O15260 ® COPIER TBD TBD TBD PROVIDED BY CLIENT 14. G.C, RESPONSIBLE FOR NECESSARY X-RAY INSPECTIONS OF ALL NEW ■ 460.614.:73Bb D TOP TBD TBD TBD PROVIDED BY CLIENT FLOOR/SLAB PENETRATIONS AND THE COORDINATION, REVIEW 4 400.614.02OCI FAX FQ ® COPIER APPROVAL OF THE STRUCTURAL ENGINEER. MAIL MACH.� TBD TBD PROVIDED BY CLIENT ®c DOUG m /SCALE 16. WHERE OUTLETS ARE NOT DIMENSIONED, CONTRACTOR IS TO VERIFY DOCKETT 19' ® ATOMIC ED TBD TBD LOCATION WITH ARCHITECT. 9W GEORG•ES ROAD B60'A r TO FLIP UP CLaK PROVIDED BY CLIENT DAYTON, NJ OWIO I6. NO MORE THAN FOUR 4))BROKER OUTLETS AT DESK LOCATION ON ONE 732.274.160 i POWER ® M� TBD TBD TBD PROVIDED BY CLIENT CIRCUIT. ('FA' INDICATION ON FURNITURE PLAN) 752.274.&i FAX AND COMM. sIDF/SIDE GSS22JEM 6 'A 'rI ALUM NUM ® REFl21G. G.E WW ><3�3'd PROVIDED BY GC 17. ENGINEER IS RESPONSIBLE FOR THE LAYOUT OF THE EQUIPMENT ROOM. AN INTERIOR FACILITY PLANNING SERVICE c TO VERIFY MICROWAVE G.E. JEM25WY 'u.1 ,d PROVIDED BY GC 16. ENGINEER IS TO PROVIDE AN ELECTRICAL PANEL IN THE EQUIPMENTPROJECT�ME' ' UBS 21B ROOROOM. 1471 IYANOUGN ----- 206 G.E. m.mOm'OI3t PROVIDED BY GC 19. EQUIPMENT ROOM 13 REQUIRED TO BE A 100%COMPLETE INCLUSIVE OF HYANNIS. MA • .• ® DWA�9HER MOIULINGNTED - • ® HCT WATEF EEM/ EGSPb ISV 61164%PROVIDED BY GC ESTABLISHED MOVE-IN UTE ALLILING AND FINISHES 45 DAYS PRIOR 70 - --------- POHER . --- , A DATA -® SCANNER TBD TBD TBD PROVIDED BY CLIENT QIEe ELECTRICAL SUB CONTRACTOR IS REQUIRED TO FOLLOW FOR POWER AND DATA PLAN D CI - ARCHITECTURAL POWER/DATA PLAN FOR ALL OUTLET LOCATIONS 2OO`W NORTH FLOOR NO. DWG.NO. PROJECTO - ®.MIGROFICH TBD TBD 7BD PROJECT NO..PROVIDED BY CLIENT AND DIMENSIONS. DAP OR-l"' 07 2'-0' TBD TBD TBD . SEE POWER/DATA RELATED DETAILS ON SHEET AI6 ( ® SGREEIN PROVIDED BY CLIENTS A USF b,006 O2 AIO SEE WALL SCONCE LOCATIONS IN RECEPTION AREA ON REFLECTED SF/PP. 227 ®COPIER TBD 1BD TBD PROVIDED BY CLIENT CEILING PLAN. DRAWN BY. FCG UBB Pf2CU.NO, 00-14 AV RACK �_° PRINTER TBD TBD TBD PROVIDED BY.CLIENT CHECKED 13Y. DAU WIRE CODE, UQ27 TBD TBD PROVIDED BY GC SULE. VB'.I'-0' SHEET. or, OF TBD 17 I� GENERAL PAINT FOR ALL AREAS AS INDICATED VCOLOR-BONE WHITE 105 BEK1AMIN MOORE orUBS FINISH. EGGSHELL(U.N.O.) MANUFACTURER.woLF GORDON STYLE.CA616912 COLOR.vycON VALUE IV r.41 (r>41 WIDE WALL COVIERING) L V STYLE, KINGSTON WALL COVERING OYSTER K521-12 (15W WIDE WALL COVERING) WALL COVERING FOR T14E PANTRY AS INDICATED I� STYLE, SHELLBUT`TONS NEW STAIN i•�/////// i COLOR.BUTTONDOWN Ek221-24 (54' WIDE WALL COVERING) IM_' WOODWORK / _ r AND MOLDING _ _ SOLID �/ � %�h mm�lE3:(ALL T 11 IIIIIIIIIIIIIm�ll` Illlluwili IIIIII v vv -v .. �'i :.w�C7 COLOR.7708-58 FLAX GAUZE MATTE FIN1914 MANUFACrURER.FORMICA .. --- �% �' /,ri-J.> >- •yam �IIIIIIIIIIIIII �: / iiiiiiiiiiiiaiiiiiiiiiiiiiiiiiiiiiii g ......._.................�...._......_........_..gg AS INDICATEDINME 1 7 k; �. MARBLE STONE SLAB COUNTER TOP AT OPERATIONS TRANSACTIONTOP �i��azv�Ml i_ -- --J_v_��i IF" 0 - Ali v � \ ' vr : --- `v�, T •r �i -= � �� FINISH6 POLISHEDELEVATIONS AND RECEPTION - - ON SHEET A16 vCOLOR. THIASSOS MANUFACTURER.STONE SOURCE STYLEIZINCO COLOR,JUTA \r . • NOTE. LONG LEAD TIME ON TILE ORDER EARLY. MrrACYr,,7R -- 0 =. v v ... LLA MANUFACTURER. LEVELOR MINI BLINDS [► I , � WINDOW BLINDS FURNISHED 4 INSTALLED- COLOR.ALABASTER BY _ 1 Illllllllliiiiiiii iiiiiii�lllllllllTo THE 04ASE 2423 aSYSTEM STYLE.141GW TENSION SYSTEM.314'THICK BUTT PANELS RADIUS EDGE ATTACHED DIRECTLY TO WALL- ;FILL, DACRON IN ACCORDANCE WITH NY FIRE CODES No. 5134 Li Arizona ... .. 1. ALL WALL __ _OVIDE BE AWARD OF CONTRACT. 2. ALL WALL AND CEILING FINIS14 MATERIALS SHALL 14AVE A CIASS'A' FLAME SPREAD. (SURFACE FLAME-SPREAD RATING OF 0 TO 25 PER STATE CODE.) 3. ALL MATERIALS SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS FOR 114E PARTICULAR SURFACE. 4. SAMPLES OF ALL FINIS14ES SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO PURCHASING BY GENERAL CONTRACTOR. 5. ALL SURFACES To BE PAINTED P-1, EGG514ELL FINISH U.N.O. 6. VERIFY WIT14 ARCHITECT PRIOR TO APPLICATION OF PAINT COLORS AND DAVID A.UDKOW STA NS FOR FINAL LOCATIONS AND FINISHES.QUANTITY AND DELIVERY LOCATION UPON of 7. GENERAL CONTRACTOR SHALL PAINT ALL WALLS THROUGHOUT USING A THREE ON ALL PARTITIONS. 11.1 NORTH Itth WAY a. PLASTERED SURFACES SMALL BE PROPERLY PREPARED PRIOR TO PAINT SCOTTSDALE, AZ 85M APPLICATION. 4BOA SAW 4WA=A FAX q. ALL PAINT COLORS FOR PARTITIONS INCLUDING FINISHES FOR CLOSETS, PERIMETER ENCLOSURES, ETC. SHALL CONFORM WIT14 AIRCHITECTS J0. ALL MISCELLANEOUS METAL SURFACES SHALL BE PAINTED P-2 UNLESS OT14ERWISE NOTED. fl, ALL WALLS To BE PRIMED BEFORE PAINT 15 APPLIED AND PROPERLY SPACKLED(MIN.3 COATS)SANDED 4 PREPARED FOR PAINT. 12. ALL SOFFITS AND TRIMMED OPENINGS ARE To RECEIVE FINIS14 INDICATED ■� ON ADJACENT WALL U.O.N.COORDINATE W1114 ELEVATIONS. Is. ALL PLASTIC LAMINATE COUNTER __ INDICATED OVER METAL FILE LOCATIONS ARE TO BE INSTALLED AFTER FILES ARE IN PLACE.G.C.TO 7i;ZiNIAG Tfrjv� PLUM, LEVEL AND PROVIDE ALL NECESSARY BLOCKING. NALL FINISH PLAN 14. WALL COVERING TO BE INSTALLED PRIOR ADVISEDPURC44ASING FlNIS14 I�ri N e�a�f� f� - - ra ■■ CARPET FOR OPEN AREAS AND ALL OTHERS AS INDICATED PILE MEIGRT �Z INCHES u. - � ra . INDICATED MANUFACTURER- F srrLr, Pow um COLOR. )0000c r © mPILE HEIGHT MANUFACTURER- DESIGNWEAVE STYLE, DRIVE UAW �iCARPET FOR SEMIMAR ROOM AND ALL OfTMEIR AREAS AS 2iiaio� VINYL COMPOSITION TILE FOR STORAGE ROOMS AND ALL OT14ER > [y [yAREAS AS INDICATED - F� ■■ EASE AT VCT LOCATIONS. (IIIIII anon umni IIIIII 7(w i IF......._.._.........- —. -. IVINYL COMPOSITION NATURAL CREATIONSF INSTALLED ON A DIAGONAL [y [y [a F `s; , , ,F3f•] IIIIII ■■ STONE. F30 a'a STYM ZINCO BLI- t&l ll�I� ■� [ryi F3l] GROUT COLOR TO 1111� c GROUT MA14UFACTURER, CUSTOM BUILDING PRODUCTS 1 F� CDLOR, ANTIQUE WHITE*10 IIIIIIIIIIII�.IIIIIIIIII'�������� ;; p11ggmupl' GROUT INDICATED. �... , k* "ON'�W A v,# '.................7 # �������ill BASE IS'TO BE- [a �� - --=- -_-- ------ - ----------------- _MANUFACTURER- va cl rtiCOLOR, O CLAY QA Fes i F� F71 F 1 es MATERIALFLOOR .- ..—_ FSEMEN COSTING.CARPET-TO REMAIN �] e■ � - t...u..u..uu�: 7:•:-a lb 0t6LL LEI (STANED)WOOD BASE MiCATICK SEE PROFILE 10 SHEET ...Irii wa _ 6 WEiiiiiiiiiiiimiii€ t� • r Y IU' 0 .........0 1 0 1 .11. ALL CARPETING TO BE FUMISMED BY U13S CARPET VENDOR.G.C.TO IIIIIIIIII�������� ��������illlllllll = - _ 'A' FLAME SPREAD. ------- =)ACE FLAME-SPREAD RATING OF 0 TO 2S PER STATE BUILDING - COM ON UNDERSIDE OF 4. ALL MATERIALS SMALL BE APPLIED IN ACCORDANCE WITH s,,ottsdale, MANUFACTURER'S SPECIFICATIONS FOR THE PARTICULAR SURFAM 5. SAMPLES OF ALL FINISHES SMALL BE SUBMITTED TO ARCHI I EC I FOR APPROVAL PRIOR TO PURCHASING BY C04ERAL CONTRACTOR. 6. CARPETINra SMALL BE APPLIED BY DIRB�r GLUE DOWN-SOLVENT RIELEASE METHOD(WITHOUT UNDERLAY PADDING.) Of 7. ALL FLOORS TO BE CARPETED(C-1), UNLESS OTHERWISE MOM, 5 GENERAL CONTRACTOR SMALL RENDER FLOOR SLAB SMOOTH AS REQUIRED AND ACCEPTED BY ARCHITECT 4 CARPET FNSTALLEPL -L ALL EXISTING.FLOORING SMALL BE a- NEW FLOM FINISH. 10. G.C.TO FLAS14 PATC44 ALL AREAS WHERE FLOOR IS NOT LEVEL OR TRUE� PRIOR TO FLOORING INSTALLATION. D• ARcHrTECT fq_ FLOOR COVERING IN CICWTS= SAME AS THAT OF 114E SPACE ON"WWWA THE _ = SUBMITESS OTHERWISE NOTED. 13. LOCATE FLOORING TRANSITIONS AT CENTERLINE OF DOORS TYP., U.OX SCOTTSDALF, AZ 450, Sam 14. WHERE VffM BkW WAS BEEN SPIRCIFIED, PROVIDE STRAIGHT EASE AT 4501111=FAX CARPET, COVE BASE AT VCT, -TYPICAL __ _ M� m 3_D SERPENTINA CEILING TILES. .. r „ I,-O, 9'-d WOOD I'-O' q'_0'y�pp0 I�-0, _TRIMMED WOOD f�IN-0'CEILING ABOVE I�-D' 9'-0'WOOD -—ZEE REFLECTED CEILING PLAN I'-o' 9'-0'WOOD - ?. rrld-0'CEILING ABOVE TRIMMED OPENING —TRIMMED OPENING -- OPENING i-------� TRIMMED OF _ _ �I���IDIIlY.—————— UBS 71 . - . 9'-O'TRIMMED OPENING 9'-0'TRIMMED OPENING REVEAL STAINED / STAINED STAINEDWOOD HYANNI$, MASSAGHUSETTS • REVEAL j R - R VEAL VINYL LD TO BE SUPPLIm GO AND �l ,mil UBS UBS SWAGE VENDOR 0 l�(gW�y \\\~1T✓✓Y ,may (Typ) I� iCEY PLAN STAINED STAINED STAINED STAINED `W STAINED (� COLUMN COLUMN / COLUMN WOOD WOOD COLUMN COLUMN 9'-0' STAINED NERCULI E DOORS .. WOOD BY GL REVEAL 1J STAINED WOOD BASE STAINED WOOD BASE Y P O BUILDI STAINED WOOD BASE STAINED WORD BASE STAINED WORD 849E CORRIUU111 OF WORK �A1 NORTH PUBLIC CORRIDOR WALL AREA U SCALE.WW-1--W ° 9-D 9EitPENTINA CEILING TILES. Id-0'CEILING TRIMMED D 9'-0'9HEETRDCK ?A'z 2d�STONE NO. BY REVISION DESCRIPTION DATE SEE REFLECTED CEILI PLAN 9' I'-0' 1�-S' OPENING I'-0' TRIMM®OPENING REVEAL TILES SO GL GL cEuNG T - w=vE if ERREPEAL REVEAL REVEAL .. T OFFIT• -0 �MMED I SWOOOOIDNES m..// STAIN o / REVEAL REVEAL WOOD .\ Q\ VINYL LOGO TO BE EVEAL SUPPLIED AND INSTALLED BY UBS I f• A " TEMP. SIGNAfiE VENDOR Z$U 2$U I I T STONE GLA55 I `7] t} -STAINED HOOD TOP f.OL111'01 .. / 'L _ J OPEN STAINED WOOD p_ �AINID 0.;... azzi�z WOOD FL!PANEL EO PA NEL EO PANEL�.COLUMN . . .. COUNTER �� .. COLUMN I . ' STAINED kwOD STAINED 9TA - ,may o Q' REVEAL WOOD 9'-0'x 9'-O'By Cie4`F�*'i• REVEAL N HERCULRE DOORSVpA,L ly REVEAL- NO. BY I 198UED TO DATE -L .1 ENTRY DOORS TO FR09 6 TILES FLCYJR TO FROSIFD Gllug (BEHIND) 4'-d b'z l2'TILE 849E BUILDING CORRIDOR DOORS b'x 12'TILE 849E CEILING CORRIDOT WOOD TRIMMED OPENING ,C SOUTH WALL IN RECEPTION AREA WEST WALL IN RECEPTION AREA EAST WALL IN RECEPTION AREA SCALE.S/a'.'-o' SCALE,9/B'.1'-0' SCALE.mv-1--0' SCAM 9'-0'WOOD 9'-0'WOOD 10-O'CEILING �y 9'-0'9NEETROCK I'-0, TRIMMED I,-0, FRasTED GLASS I'i' TRIMMED X�'We REVEAL r ys TRIMMED OPENING OPENING 91GNAGE WALL OPENING FZI GL ' ESL AROUND DOOR 7 If / _ IW-d CEILING IW-d CEILING 4 REVEAL 910i> iEOBY�118 L�IT: -0' STAINED d trt No. 5134 � /�� it ER WOOD,VENDOR REVEAL 1 Scottsdale, vWj UBS c� Arizona /�`L;7��' STONE GLA55P (J�AI�Jy� p (�C ,' (� STAINED- OWOOID PEN _ \� TOP Iy`�fE hr` ..COLUMN cozziOOz �F P- COUNTER 67 PANEL EO PANELED PANEL P-LAM (} �uNDIx A, L12 STAINED IAll REF- BY I N REVEAL lV 6'x 12'TILE 849E I'-i ��' CUSTOM MILLWORK x 12'TILE 849E 6'x 12'TILE 849E (BEHIND) 6'x 12'TILE 049E PEDESTAL SEE VINYL 849E AREA DETAIL 02AI6_ FORTH WALL IN RECEPTION AREA INTERIOR OF RECEPTION STATION EAST WALL INSIDE RECEPTION ■ DAVID A.UDKOW SCAM WIP-'-o' SCALE+BIa'-'-0' SCAM S/a'-'-0' ARCHMOCT ■ I'�' IO'-d CEILING : 11.1 NORTH It.1 WAY Id Ia-d cEaING � 9CO�TSDALF, �e6Zee l3i ESL EO ESL. S GL •GL ' 2'i' ■ 4WA14-MM ID'-0'CEILING I �\ 4DO.L .02OR FAX - I Il{nvl`Y II _ SOFFIT 0 9' 900DT 1 q'�-0' (s GEDRGE34 ROAD / // ® 1°reILB s�Lore DArroN{NJ 0e6I0 TEMP. / / 7S2.Z74.�£r90 GLASS, 7MLV4.I972 FAX __ AN INTERIOR FACJUtY PLANNING SERVICE. :" COUNTER 7 r-_ F -I STONE " TEMP. eH� INTERIA STONE DAY ATOMIC b UBS WIRE CHECK FAX TRANSACTIONDROP PRINTER I PRINTER I P1ACNINEI TOP GLA55 p_p' UNR I' ,TCON ACTION SLOT SLOT ®® ®® ®© 1�-d 9-I (uNrr) 147'I rcANOUGFJ DRAWING, rrLF5 WIRE U�DLl�c9 - -� .= '�� s a' T' �' r 2_"' Lp-LAm ELEVATIONS P-LAM LP-LAM P-LAM 9HE1F COUNT •P _��_ = I I -- SHELF UNM'9 COUNTER Id m �I IO' UNTTS. COUNTER EI �pp� - SHELVE I i T �' NNIORtN PROUECT NO.t 20072'7 NORTH FLOOR NO.I DWG.NO. EG ' EG e m'B' EG'e' 'A' 'A' - — DATE.. Oq/2p/py BASE CUSTOM MILLWORK P-c' P-LAM U.L. VINYL CUSTOM MI I'-b' I'-Iv P-LAM U,C, 1'-P .VINYL S'-O' Vey 51006 O^ � I SHELF 849E L NI PEDESTAL SEE SHELF BASE PEDESTAL SEE W/�. ,� DETAIL OWAI7. -. DETAIL 09/AA. - DRAWN BY' F71 a PROJ.NOS 00 I EAST COUNTER AT OPS AREA /-� WEST WALL INSIDE OPS AREA ® NORTH WALL INSIDE OPS AREA CJJECKED BY. DAU CADS. uQv SCALE-a/a'-'-0' SCALES 9/B'.'-W - SC14L.&9/8'.'-0' 9C.4LE. .�I Eva I-o' T. oq OF fl q'-6'914EETROCK la-0'CEILING Yi'STAINED REVEAL la-O'CEILING TRIMMED OPENING qi_6.SNP AROUND DOOR SOFFIT ABOVE CABINETS - TRIMMED OPENINGF"V la-O'CEILING _ .T T' �r - ms'me'm'e'm'E'E2 E2 m4''me'ms'm9 e'me' ma'me' � vBS � 1•IYANNIS, MASSAC44USEI�TS SHELVES WIRE TARO PULLS 4 - KEY PLAN COPS EGIIIPME NT AREAS �l � OPEN TO P � CLiAREAiLE PULWIRELS• ® COUNTER IBM FRV®® E GLAM _� ■ e SHELVES / \ /.r "Amm \ VI m'A'm'A'm'A'm'A' 'A'm'A' S'-c'(OPEN m'A'm' 'A'm'A'm'A'm'A' IT DOORVINri 849E BASE RECEP.AREA —VINYL EASE � ENTRY WALL AT OPS AREA NORTH WALL OF OP5 WORK AREA SOUTH WALL AT CLIENT FILE AREA AREA acAl_€.B/B.' 8CALE.9/8'.'-0' SCHLEP WRAPPED PANELS la-0'CEILING NO BY REVISION DESCRIPTION DATE k'REVEAL Ia-O'CEILING FFAABNRIC WRAPPED ly REVEAL Ia-O'CEILING FABRIC WRAPPED PANELS .. .. .. • '.' . .._ .. ... .: .. ... -m'C'PANEL �m IV PANEL .. _ •. m PANEL m PANEL m PANEL m PANEL EO.PANEL .. - \v DOORS GO (TYP) :. SHELVES •.... .`20'W 22 Yf H / _ -- FFIF I .� _:INSIDE VI AV N ONE - r _ABIN Er UNIT) :.CONTRW BENT - - .. F .. INSIDE DOOR CABINET EERCCU -.j. F METAL -.. m 9'PANEL Efi A'PANEL m'I-PANEL SO'E'PANEL En IV PANEL _ ... PULL .. WIRE ..- PULLS \ // / SHELVES �.....-- ks''REVEAL - 1Y REVEAL D 0 -.mPANE1 NO BY ISSUED TO DATE 71 .. . 844E STAINED WOOD 644E CORRIDOR STAINED WOOD 849E O EAST WALL OF 5EMINAR ROOM SOUTH WALL OF SEMINAR ROOM NORTH WALL OF SEMINAR ROOM SCALE 3/B'.'-0' SCALE.S/S'.'-0' SCALE. Xs'REVEAL 10'-0'CEILING ED - _ la-o'CEILING ', -� FABRIC WRAPPED Ia o'CEILING `•� PANELS 9'6'SNEETROCK TRIMMED OPENING I uNG I IX=.wtr 9'•4'SNEETROCK a. TRIMMED OPENING Cr —iiii N0. 5134 K IIII I 9 Scottsdale, cn Aril IIII I� G J I PGA "ct q C STAINED WOOD, P LAM I�'!)r C ,RPS m IV PANEL... - EO W PANEL•. m..'G'PANEL•' 'EYE'G'PANEL m'G'PANEL coRR�coRCAPj couNTER I �r LE3 N.I.C.FILES N.I.C. I m REVEAL m � IL°rrnR�R o -LAM FlLLER PANELS 7'-B'(MIN) VINtt STEEL POST_ STAINED WOOD BASE 5'-0' VINYL.BASE - 844E SEE AIL WEST WALL OF 5EMINAR ROOM NORTH WALL OF AREA 221 HACK WALL OF CSA AREA 229 ■ DAVID A.UDKOW 9CALF�9VD'.'-0' SCAM 9/D'.'-O' SCALP•"'-1'-0' ■ ARCHITECT S-D SERPENTINA CEILING TILES. -.- - q'-O'WOOD ■ 11.1 NORTH 119Lh WAY WOOD SEE REFLECTED CEILING.PLAN I'-o' -WOOD aING 11-a TRIaMIMm OPENING I�-0� TRIMMEDoPENING OPIQ1It�� ■ SCOTTSDALE, Az E626B la-0'CEILING AEO✓E —_ TRIMMED OPENING 10'-0'CEILING ABOVE -----------------WOOD I'=' 1 _ _ ■ 4eoc 480.E44.O�09 FAX >j q'-O'TRIMMED OPENING / q'-0'TRIMMED OPENING REVEAL �= _STAINED , DA ON, KJB ROAD 6610 REVEAL D 2.274. NJ OBS10 732274.1572 FAX AN INTERIOR FACILITY PLANNING SERVICE UBs I" rrmouaw STAINED WOOD COLUMN STAIN® ELEVATIONS REVEAL PROJECT NO., =0" NORTH FLOOR No. DING.No. '. DATE. ROOM 204 STAINED WOOD 849E STAINED WOOD BASE ROOM'l0i STAINED WOOD EASE DOORS TO ELEVATOR STAINED WOOD BASE SF/Pp. 10 02 A 10 DRAWN sri FOG UBS PROJ.NO. 00 M S SOUTH WALL OF PUBLIC CORRIDOR CHBCiCED BY. DAU WIRE CODE LIGT/ SCALE.S/B'.'-0' saeLe. siB■.I'-o' SHEET. 10 of ` IO-W CEILING IV-d CEILING TRIG'SNEETROCK TRIMMED OPENING la-d CEILING 9'-G'S14EETROCK TRIMMED OPENING C N UB/J II,: 1 II II g-2�BOFFR TRIMMED OPENING1 II II II II II II II HYANNIS, MASSACNUSETTS FI FILES N.I.C. FILES N.I.C. FI ES - N..c. 0 00 00 00 o II II II II II II II o o e o it II II II KEr PLAN o e o 0 STAINED WOOD pRINTER OPEN cAP AREA �RR�R I I FIGS o e HUES ®® PcouNtER ©0 n L FILES N.I.C. FILES N.I.C. W.Lc I - FlL83 N I.G FILES N I. FILES I.C. -iYv m o,M=• m �W� I 1 TM c+°�0w=or As m' I • PANO N - I I.. xwo•tN 1 1 1 1 VINYL -LAFI NMW FILLER PANELS -LAM FILLER PANELS BASE II'-2'(MIN) B'-0'MIN) STEEL POST.SEE DETAIL O1/AI4. AREA � U SOUTH WALL OF AREA 220 OFFICE FRONTS 223-226 OFFICE FRONTS 226 4 22B SCALE. •' SCALE.S/B-' ' NO. BY REVISION DESCRIPTION DATE la-o'CEILING I Fe 9'-6'9NEETROCK TRIMMED OPENING IN-d CEILING T'-b'9NEETROCK TRIMMED OPENING TRIG'9NEETROCK TRIMMED OPENING I I I I I 41 I I I I I I I I I I III II I PRINTER P-LAM STAINED STAINED WOOD AREA faUNTHt C CAP SATAPINED WOOD 0® I II II II II I OPENII II II To =J FlLE;N.I. FlLEs N.I.G i �oRRiooR m -� 000le eoa• oA,: mom 0 s4.Am 1 m JIM m°••r AFKV m' NIWORIN IUIURrR N NANORfII NO. BY ISSUED TO DATE STEEL POST.SEE P-LAM FILLER VINYL BASE DETAIL WAI6.(TYP) 6'-4' VINYL BASE CSA AREA 227 OFFICE FRONTS 231 233 st 23'4 SCALE-SW-I.-O. - SCALE,S/S'-'-0' T'-G'SNEETROCK T'-G'SNEEIROCK TRIMMED OPENING rTRIMMM OPENING I'-S' e FO la-d cEIuNG SOFFIT CABINETS SOFFIT CABINETS lO'-0'CEILING AB/�p,�',y���J_) (�gp�'jy�E) TRIW. SNEETROCK O C� AAI. ED'A' ED'A' ED'A' EO` 4110'A' EO'A' EO'A' EA'B'I EO ��B'I.82 43, B2�'EO� S' 52'B' ED'B' EG'B' EO'B' ql_kALLOOV�l TRIMMED OPENING � v�O a U I SHELVES (TYF) Q REVEAL '� N C7 _ WIRE No. 5134 F' PuLLS LOCK g SCOtt3d31@i LU (TIP) \ / \ / \ / \ / \ / OPEN TO OPEN STAINED WOOD / _ Arizona J STAINED WOOD Fvr OPEN RIOO CAP AR WR / ^ A n P-IA11 P-LAM 1I cauNtER _—J = + I __—J ® l: FILES N.I.G LES N.I.G LES N.I.G FILES N.I FILES WI.G LE6 N.1. I Y A a��w ®® m e e 1 i 1 Lw+oRrN tYv VINYL HASE P-LAM FILLER PANELS y..q' P-LAM MILLER PANELS T'-W 14'-4' 4'-T, '�, STEEL POST.SEE DETAIL O.t/A14. STEEL POST.SEE DETAIL 02/AI4. /)QN CSA AREAS 230 +b 232 dgh SOUTH WALL OF CSA AREA 230 ■ DAVID A.UDKOW SCALES aeW-1--d SCAI.F.S/D'.'-0' ■ ARCHITECT IRIS' I'-6' ■ 11.1 NORTH Ibeh WAY la-d CEILING lo'-0'CEILING, - 9'-b'suEETROcIc TRIMMED OPENING ■ 9C0'TTSDALE, AZ 10'-O'CEILING EB�C TRIG' D OPENING TRIMMED OPE INr WALLCOJERING WALLCOVERING 9'-b'SNEEIROCK - ■ 400114.0209 FAX ON FASCIA ON FASCIA TRIMMED OPENING fir REVEAL-+ +W REVEAL � 363 GEORGES ROAD DAYTON NJ 05510 « - 73=14.�FAX AN INTERIOR FACAUTY PLANNING SERVICE ECf UBS OPEN FV CAP WOOD ® ;P Y ® CIA AP AREA WoaD PRINTER - 1471 ITANOUGAI _ CART oOR - ' caul Y 2-0' 2 0 o �� Y V=arr m ® FILES Y Y FILES FILES N.I.G I N.1.G m ELEVATIONS VINYL BASE .. a rw PROJBGT Imm. 20=7 NORTH FLOOR NO. DWG.NO. 11 DATE. °q'�°' 02 All VINYL P-LAM FILLER PANELS USF b,006 BASE S'i' S'-y - SF/PPS 'nJ STEEL POST,SEE DETAIL OLAI4. DRAWN BY- FCG UBS PROLJ.N0+ 00-A NORTFI WALL OF CSA AREA 232 /6DA SOUTH WALL OF CSA AREA 232 /€E'1 OFFICE FRONTS 236-237 a6ucm eY DAu WIRE co- u027 SCALE.S/S'-'-0' SCALE S/6�.'-0' Q ScAm wbr._& SCALE. S/e�.I._O. H EE:T. II or Flo,-*,CEILING la-a CEILING p_3' . --SOFFIT ABOVE CABINETS CEILING . I lo'o'CEILING PAINT oN s SOFFIT ABOVE CABINETS SOFFIT ABOVE Ci$INETS— R(� TRIM' DOPE OPENING 9NEETROCK FASCIA ( WNILWERING I+�LJ) �JJ LJ TRIMMED OPENING Ti21MMED OPENING A PAINT ON ON 2 I FASCIA , REVEAL I m'A'm'A'm'A'.m A'm'A' FASCIA STAINED Ao l m'c'm 'c'm Tc'm C. m.'c'ED'c'm C. m'c'm'c' 0'c'm c'm'c' 'a }�YANNIS� MASSACHUSETTS - • WOOD / \ / \ / 9HE1VE9 REVEAL /: .� /l REVEAL (ryp) WADJ\ REVEAL a - ADJ. Y \../ \'•/ \' WIRE SHEEN® s= �-, t = - r �• _ {V ./ \../ \••/ ••i PULLS 1 WIRE - / \ / \ / KEY PLAN LOC STAINED WORD STAINED WOOD or EN YEL � PU�'S p- ., SHELVES PULLS CAP CAP o R CgnfrER Y y-& FP LAM COUNTER STAINED coRRiooR P ®®Fcovwrm WIRE y-0. i BK SPL COL" k=_� PULLS• }T,, COPIER AREA ®0 / 1 —1 1 ADJ.I - / \ / / LOCKSTT WOOD ? STAINED Y /_" $ _ e SHELVEB IN (TYP) t:��d WIRE PULLS / \ REVEAL WMp■ImH =- LOCKS .L VINYL VINYL EASE c.. � VINYL BASE 6,-0. 2'-0' $' $ 9' 'B' 9' BASE VINYL 949E 4114111= Ila AR CSA AREA 238 C OFFICE 238 WEST WALL OF COPY ROOM 23q L� SOUTH WALL OF COPY ROOM 23`1 EAST WALL OF PANTRY 217 — — EA OF WORK SCALE. •' SCALE.9/8-'-0" SCALE.9/B•' SCALE.WB'-'-0 Id-a CEILING I'-S' 10'-0'CEILING 9-D 9ERPENTINA CEILING TILES. REVISION DESCRIPTION DATE q'-0.WOOD rld-d CEILING ABOVE 9'-i'9NE'EIROCK TRIMMED OPENING {` T'-O'WOOD SEE CEILING PLAN III SOFFIT ABOVE INETS TRIMMED— — ---`--------4--- ------------- TRIMMED T' ED WALLCO✓ERING OPENING OPENING _ i ON FASCIA m m m 'E'm%'m%'m'B' REVEAL REVEAL REVEAL 9'-O' WOOD REVEAL. / \ /' \ / \ / \ STAINED STAINEDTRIMMED a a WOOD WOOD 9TAIOOD OPENING a REVEAL REVEAL REVEAL F y 2 m WIRE PULLS 9Have3 N PcouNTER ® 2'-0. BACKSPL SH aY WI ENS AFEEE STAINED-WOODI STAINED STAINED OPEN . -EN — o p_EgM COLUMN COLUMN COLUMN coRWOOD WOOD aiooR • 1° §�' /\/ /\\ \\ HADQSiEsH STAWOODINED N.MIorttN lunanrH STAINED STAINED ■ EV RE B ISSUED FM B Oa�r N REVEEAL REVEALER VINYL ISSUED TO I DATE • 9'-0' I'-0 3'-0 2'- • 'A' 'A' 'A' 949E 6 A (HOLD) (HOLD) (HOLD ADJ,9NF1F PULLS REY VIE REVEAL REVEAL 3'-9' II NORTH WALL OF PANTRY 217 OFFICE FRONTS 2IB 4 210 CORRIDOR WOOD TRIMMED OPENING SCALE.S/B'-'-0' SCALE.SfW-'-0' SCALE S/S'.'-0' q'-o'WOOD '�� ��E--NG I'-6' 9'-i'9HEETROCK TRIMMED OPENING I'-0' q'-0'WOOD II' IRIS• v REVEAL I'-E' la-a CEILING q' CD A TRIMMED-- ---- — ------ ---- --TRIMMED �_ _T \ _ i llJJ L' REVEAL VEN •p-0' REVEAL LS-TAINED— S-TAINrD- 9'-0' REVEAL .. 9'-0' REVEAL ` f' I WOOD STAINED 9'-N / TRIMMED STAINED OPENING K STAINED TRIMMED STAINED (d •Q� <y N WOOD OPENING WOOD WOOD OPENING WOOD p1 'I /� 1--• REVEAL / REVEAL REVEAL .. REVEAL r Q iVO. 1�'T II- // uj .IDINr Seo ,>laie, TEMP. STONE OPEN A, .P O�f �riLona TTRAt�ACT10N coIZi `(�'JJ Ai- GLASSy rt�� STAINED STAINED STAINED CORK ooR STAINED orEN STAINEDMOOD — WOOD WOOD MOODCaLUE7N COL" COLUMN COLUMN E1i1.7 PANEL � ..m PANEL coRwroR CoSTAINED 1 I z IIOA7 STAINED STAINED STAINED - STAINED WOOD ATOMIC C SLOT DROP SLOT:P m WORD WOOD WOOD .. JSi�y� WOODREVEAL �'STAINED REVEAL REVEAL REVEAL REVEAL - REVEAL 8'WOODBASE STAINED i'WOODBASE REVEAL B'-0• G'x 6 76 EV3E 9'-0� PANEL FRONT AqPK SOUTI•I WALL OUT5IDE OP5 AREA WEST L WAL OUTSIDE OPS AREA��. � ■ DAVID A.UDKOW SCALE. . ■ ARCfIITEGT ce I'-S' I'-S' ld-a CEILING IIBBI NORTH It�ll,war IP ?IIMM D L1o'-N CEILING ABOVE 1'-a qI-0.WOOD ■ SCOTTSDALE, AZ 65255 — ------- — — m GL SO GL TRIMMED OPENING ■ .r80.G1.{:13BTi REVEAL 9'-0' MOOD VE REVEAL - REVEAL 400.Gu.a¢o9 FAX WOOD SOFFIT•a I ®♦'S STAINED- TRIMMED STAINED WOOD OPENING /REVEAL MOPE .. r WOOD ROAD REVEAL 1 M RILL 9LOr•' DAYTON, NJ OB810 j . .. S. 7S2.474.t FAX lll���"'•��� AN INTERIOR FACILITY PLAN IM.SERVICE TEMv TRANSACTION LASSP TOP WOOD "UBS STAINED- oTTO � R"PTI- WOOD , S_ (UNIT) rc � COLUMN COR R EDE9K COLUMN I �' DRAWING,TITM 9TAMEDD STAINED I Y - ELEVATIONS _ m REVEAL NON REVEAL tlaaR m in PROJEMPM NORTH FLOOR NO. DM�G.NODATE. 1DRAWN Ur. STAINED WOOD b'z 12' 6'-i' �' - VINYL BASE - - USE• 02 A 12 PANE_FRONT TILE BASE _ , . 1001,44 EAST WALL OUTSIDE OPS AREA SOUTSC H WALL OUTSIDE MAIL AREA j1 C44ECKHIRE C•ODE.� Liw SCALE 9/S'-'-0' SCALESHEET. OF \ \ UNDERSIDE OF Y UNDERSIDE OF w> - STRUCTURAL \ / STRUCTURAL SLAB/DECK Og SLAB/DECK ABOVE. ABOVE. UBS / 2J4" STUD BRACE @ 45" \ \ / UNDERSIDE OF UNDERSIDE OF �' FIRE RATED O.C. MAX. TIE TO STRUCTURAL SEALANT/CAULK ON ALL STRUCTURAL SLAB/DECK STRUCTURAL SLAB/DECK HYANNS, MASSACHUSETTS \ / I ABOVE. GC TO BRACE • \ ABOVE. w SLAB/DECK ABOVE. PENATRATIONS. - m I FIRE RATED - AROUND OBSTRUCTIONS IF 21'z" STUD BRACE @ 48" O.C. MAX. TIE TO Q I SEALANT/CAULK ON ALL 2Yd' CONTINUOUS METAL NECESSARY. (TYP) • STRUCTURAL SLAB/DECK Y I PENATRATIONS. STUD TOP RUNNER. _ -- STUD CONTINUOUS METAL KEY PLAN - ABOVE. O T BRACE w �" CONTINUOUS METAL 6" ACOUSTICAL BATT --- STUD TOP RUNNER AROUND OBSTRUCTIONS IF STUD TOP RUNNER. __ __ -- -- ---- � NECESSARY. (TYP) O ------- FROM CLO OF PARTITION I F STUD TOP RUNNER 21§" CONTINUOUS METAL x' SCHEDULED CEILING. SEE SCHEDULED CEILING. SEE REFLECTED CEILING PLAN -- ---- - --- --- ------ SCHEDULED CEILING. SEE77- - REFLECTED CEILING PLAN REFLECTED CEILING PLAN I FOR SPECIFICATIONS f I FOR SPECIFICATIONS f FOR SPECIFICATIONS f _ HEIGHTS. HEIGHTS HEIGHTS. SCHEDULED CEILING. SEE 1- REFLECTED CEILING PLAN FOR SPECIFICATIONS f 0w I F- HEIGHTS F- w = = 1[[: U' 36" SHEETROCK BRAND _ ON BOTH SIDESFROM RD I FABRIC WRAPPED PANELS BY OTHERS w I w FIRECODE GYPSUM z. SLAB TO SLAB I N AREA OF WORK = I = WALLBOARD ON BOTH - - I i5 w ONE LAYER W PLYWOOD z SIDES FROM SLAB TO w. v APPLIED TO EACH SIDE OF B ONE LAYER %" GYPSUM SLAB V K 2 Y" METAL STUD 16" O.G. w WALLBOARD APPLIED TO (ILL U41q, CEG B-II-83) O Ow I I V EACH SIDE OF 2 Y=" METAL V w z K STUD 16" O C 2Y" ACOUSTICAL BATT - z Q NO. BY REVISION DESCRIPTION DATE Ow O INSULATION j d Q G w 2y" ACOUSTICAL BATT I d 0 INSULA71ON z 2Y" METAL STUDS SLAB d Yz' STAINED WOOD REVEAL 1 2Y" METAL STUDS SLAB w U' z TO SLAB @ 16" D.C. w I V I 3 ? I u ( TO SLAB @ I6" D.C. SCHEDULED BASE. SEE p I 1 i7 U FLOOR FIE PLAN FOR w SCHEDULED BASE. SEE .p SCHEDULED BASE. SEE SPECIFICATION. U FLOOR FINISH PLAN FOR w SCHEDULED BASE. SEE 1- FLOOR FINISH PLAN AND F FLOOR FINISH PLAN A-8 w p I p SPECIFICATION u ELEVATIONS FOR w w w FOR SPECIFICATION I SPECIFICATION. r I Zys' CONTINUOUS METAL v STUD FLOOR RUNNER. w w 1 FIRE RATED SEALANT K w FIRE RATED SEALANT w, I I 2Y2' CONTINUOUS METAL w I SEALANT w 1 w 1 SCHEDULED FLOOR. SEE w STUD FLOOR RUNNER. @ SCHEDULED FLOOR. SEE N FLOOR CIFICATION.OR FIN15H PLAN FOR m I SEALANT w SCHEDULED FLOOR. SEE w FLOOR FINISH PLAN FOR FLOOR FINISH PLAN FOR SPE N I SPECIFICATION. N SPECIFICATION - SCHEDULED FLOOR. SEE • I I 2Y2' CONTINUOUS METAL I FLOOR FINISH 2Yz' CONTINUOUS METAL STUD FLOOR RUNNER ---�SPECIFICATION. STUD PLAN FOR STUD FLOOR RUNNER //// -- -- __----- --- -- --_---- __- -- _______ 0 MS ISSUED FOR BID O/q/07 N0. BY 155UED TO DATE 01 STANDARD PARTITION G" AHC 02 IHR RATED PARTITION 03 SOUND BATT PARTITION O FABRIC WRAPPED PANEL SCALE: 3°=I'-O" SALE: 3°=1'-O° SALE: 3"=1'-O° SCALE: k \ \ / UNDERSIDE OF \ \ / J, Q \ i UNDERSIDE OF �I y \ / STRUCTURAL SLAB/DECK \ UNDERSIDE OF ABOVE. / STRUCTURAL SLAB/DECK STRUCTURAL \\ \ �� UNDERSIDE OF J ABOVE, i SLAB/DECK ABOVE. \ / STRUCTURAL SLAB/DECK ABOVE.' i O. STUD BRACE @ 45" O, STUD BRACE @ 48" 4 O.C. MAX. TIE TO O.C. MAX. TIE TO SEALANT.E AULK ON ALL i 2J4° STUD BRACE @ 48" d �,o.513 K STRUCTURAL SLAB/DECK STRUCTURAL SLAB/DECK PENATRATIONS. / O.G. MAX. TIE TO ,1 i VJ ABOVE. ABOVE, I I STRUCTURAL SLAB/DECK ' $CQ�L3G�a:e, J I 2- 1/2" CONTINUOUS ABOVE. GC TO BRACE a Z` 21z" CONTINUOUS METAL 2Y" CONTINUOUS METAL ,. j�nZOn METAL TOP RUNNER. AROUND OBSTRUCTIONS IF \O G STUD TOP RUNNER STUD TOP RUNNER `s NECESSARY. (TYP) I ONE LAYER W GYPSUM I - ONE LAYER R W GYPSUM 7 5/B" SHEETROCK BRAND I ONE LAY FIRECODE GYPSUM STUD CONTINUOUS METAL WALLBOARD APPLIED TO RD APPLIED TO WALLBOARD ON BOTH 1 STUD TOP RUNNER OF -- ---- ------- EACH SIDE OF 2 15" METAL -- ---- ------ EACH SIDE OF 2 Yz" METAL I- SIDES FROM SLAB TO ! STUD 16" O.C. I STUD ib" O.C. SLAB -- ---- ------- ""L'-"t w (UL U41q, CEG 8-II-83) SCHEDULED CEILING. SEE = SCHEDULED CEILING. SEE �7 SCHEDULED CEILING. SEE I- REFLECTED CEILING PLAN z i H REFLECTED CEILING PLAN REFLECTED CEILING PLAN FOR SPECIFICATIONS f = 1 1 Q �7 FOR SPECIFICATIONS f FOR SPECIFICATION f SCHEDULED CEILING. SEE ? HEIGHTS w HEIGHTS v HEIGHTS. 1 REFLECTED CEILING PLAN = I I FOR SPECIFICATIONS f Z j SEE WALL FINISH PLAN 0 O 2-1/2" ACOUSTICAL BATT F I HEIGHTS FOR FINISH ON BOTH z SEE WALL FINISH.PLAN w 14" K" I y2" yap' FOR FINISH ON BOTH Q INSULATION w YV REVEAL SIDES. WRAP WC AND U SIDES. COVER COMPLETE PROVIDE WOOD STOPS. v x TRIMMED OPENING WITH d ONE LAYER Sk" GYPSUM 1 I 24"r24" TILE APPLIED AS DAVID A.UDKOW O PAINT OR WRAP WC TO PER MANUFACTURERS w WRAP WALL COVERING l7 WALLBOARD APPLIED TO z INTO 1&" REVEAL MIDDLE OF OPENING. - ? r EACH SIDE OF 2 Y," METAL I INSTRUCTIONS ■ ARCHITECT Q G z =1 STUD 16" O.C. w SEE WALL FINISH PLAN w w G G 71` w �7 -v FOR SPEC. d RIXSON TOP PIVOT HINGE w v w > p. Yz" STAINED REVEAL x w tt180 (BHMA tt626 FINISH) w p = 2" WELDED METAL DOOR 0 I ■ IIB81 NORTH 113th WAY l7 - ONE LAYER %" PLYWOOD z K MOUNT IN HEADER z K RIXSON TOP PIVOT HINGE @ FRAME w APPLIED TO RECEPTION ■ SGOTTSDALE, AZ 85258 J p 1 w U180 (BHMA tt626-FINISH) w 8 z SIDE OF ?J4" METAL STUD w w D MOUNT IN HEADER w p w I �\ 20GA @ 16" O.C. ■ 450.614.3305 u MOCHA CHERRY STAIN ON v w SHIM AND BLOCK AS p_ \\- 480,614.0209 FAX p p CHERRY WOOD VENEER p w p REQUIRED DOOR BY GC In - w z CUT OUT FOR TV POWER GDS H u %" FROSTED TEMPERED w 0 AND CABLE OUTLETS SCHEDULED DOOR. SEE METAL MESH ATTACHED40 DAYTON, NJ 05BI0 0 SEE HARDWARE SCHEDULE w wp GLASS AND MOCHA N u I 353 GEORGES ROAD w p FOR DOOR HARDWARE w CHERRY STAIN ON CHERRY p DOOR SCHEDULE PLAN FOR WOOD VENEER DOOR BY w I TO PLYWOOD ❑ 732.274.g540 DOOR SPECIFICATIONS. p w UNDERCUT DOOR w O GC - N V 732 274 1372 FAX RIXSON BOTTOM PIVOT N SEE HARDWARE SCHEDULE I 4 214' CONTINUOUS METAL ■ AN INTERIOR FACILITY PLANNING SERVICE 8 FOR DOOR HARDWARE STUD FLOOR RUNNER. p HINGE ttll7 (BHMA tt626 $ - pp - - - PROJECT NAME: UBS O K FINISH) MOUNT IN FLOOR UNDERCUT DOOR 1 SEALANT p b w w I 1471 IYANOUGH ROAD SCHEDULED FLOOR. SEE v RIXSON BOTTOM PIVOT N SCHEDULED FLOOR. SEE H ANNIS MA 601-186 FLOOR FINISH PLAN FOR HINGE ttll7 (BHMA-P626 SCHEDULED FLOOR SEE FLOOR FINISH PLAN FOR DRAWING TITLE: -- - --- --�SPECIFICATION, FINISH) MOUNT IN FLOOR FLOOR FINISH PLAN FOR 1 SPECIFICATION. Lajm --SPECIFICATION. I DETAILS `. PROJECT NO.: 200727 NORTH FLOOR NO. DWG. NO. �—SCHEDULED FLOOR. SEE ' _ OFFICE/CIVET SIDE OPEN AREA SIDE --IF O FINISH PLAN FOR -- - ----__ DATE: 09/20/07 RECEPTION SIDE C OS�FT SLDF SPIFICATION. FIRE RAT�OM SIDE CORRIDOR SIDE O� _ USF, 5,006 SF/PP: 227 ' DRAWN BY: FCG UBS PROJ. NO: 1001'14 05 PIVOT HINGE DOOR BEHIND RECEPTIONIST 06 WOOD AND GLASS PIVOT HINGE CLOSET DOORS 0 FIRE RATED METAL DOOR FRAME OS TILE WALL CHECKED BY: DAU WIRE CODE: U027 SCALE: 3"-I'-0" SCALE: 3"=I'-O° - SCALE: 3"-I'-0" SCALE: 3"-I'-0" SCALE: AS INDICATED SHEET: 13 OF 17 \F. q--'�C\ \ // UNDERSIDE OF UNDERSIDE OF STRUCTURAL 1 t^SEE LOW WALL CAP PROFILE THIS NOTE; LOCATE STIFFENERS AS CLOSE TO \ / STRUCTURAL SLAB/DECK _ I SHEET THE END OF THE PARTITION AS SLAB/DECK ABOVE. ABOVE. PRACTICAL / 21'� STUD BRACE @ 48 TO STUD BRACE @ 48" O.G. MAX. TIE UBs, ONE LAYER%` GYPSUM WALLBOARD 2 X 2' 14 GA. STEEL TUBE WELDED TO TO STRUCTURAL SLAB/DECK ABOVE. M1 APPLIED TO EACH SIDE OF 2 Yz" METAL PLATE ,. O.0 MAX TfE TO METAL STUD I6" O.C. PROVIDE _ STRUCTURAL SLAB/DECK 2Y2' CONTINUOUS METAL STUD TOP I It STEEL POST MOUNTED TO SLAB y" METAL PLATE BOLTED TO SLAB; ABOVE. RUNNER HYANNIS, ;MASSACHUSET75 FOR OPEN ENDED DRYWALL PROVIDE DRILLED EXPANSION ANCHORS. �' �•s LINE OF SUB FLOOR 2Y2' CONTINUOUS METAL SCHEDULED CEILING. SEE REFLECTED PARTITION AT ENTRY. (SEE STEEL STUD TOP RUNNER CEILING PLAN FOR SPECIFICATIONS 8 P05T DETAILTHIS SHEET) " / 7 R ) . ONE LAYER APPLIED _ - HEIGHTS ,. L �5" GYPSUM ' .. WALLBOARD TO KEY PLAN FASTEN METAL RUNNER SECURELY \ ' TO SLAB NOTE: C ) REQUIRED (GC TO VERIFY --- EACH SIDE OF 2 Y2" METAL \ _ STUD 16" O.G. --__ ONE LAYER GYPSUM WALL O RD / 2" x 2" 14 GA, STEEL TUBE WELDED TO .' R s�" - SCHEDULED BASE (SEE FLOOR METAL PLATE * I SCHEDULED CEILING. SEE APPLIED TO EACH SIDE OF 2 Y2'A FINISH PLAN FOR BASE ;� I - ....: REFLECTED CEILING PLAN - METAL STUD 16" O.G. , SPECIFICATION) I- Yq' METAL PLATE BOLTED TO SLAB, - FOR SPECIFICATIONS t (p G - a / PROVIDE DRILLED EXPANSION.ANCHORS. `9 HEIGHTS 5EE WALL FINISH PLAN FOR . „ SCHEDULED WALL FINISH \ / SEE PLAN FOR PARTITION TYPES - Pl AN ONE LAYER %` GYPSUM WALLBOARD \ / NOTE GC TO PROVIDE SUPPORT AT EACH 0 COVER COMPLETE APPLIED TO EACH SIDE OF 2 Y2" e LOW WALL LOCATION A-� - _ TRIMMED OPENING WITH METAL STUD 16" O.C. ,,II WALLCOVERING ,. + +. AREA OF WORK ON WALL scALE: p'= PARTITiON 02 STEEL POST DETAIL 03 TRIMMED OPENING (4" PARTITION) �� SOFFIT..ABOVE FILE BANK 01 L SCALE: r-1,10" SCALE. 3"=I'-0" �J SCALE: I 1/2"-P-On ti -- NO. BY REVISION DESCRIPTION DATE r' . METAL STUD SOLID SECURE 20 g 1)TO SLAB ABOVE @ WOOD PLYWOOD - - - STAINED -` 24" O.C. BLOCKING BACKBOARD OPERATIONS 51DE SOLID STAINED WOOD WOOD Y2" WOOD REVEAL STAINED 214" 25 GAUGE METAL STUD WOOD Y2" WOOD REVEAL PIVOT HINGE - _ _FRAMING @ 16" O.C. REVEAL - METAL SHOE\ / BLOCKING REMOVABLE BLOC ING PLYWOOD BACK NG. \ / (5" LENGTH, \ SCHEDULED CEILING VERIFY qc' HANDLE END OF VERT -I TYPE WITH REFLECTED REQUIRED - 2Y2' 25 GAUGE METAL l CEILING PLAN FOR STUD ABOVE �C CONTINUO 5 STUD HEADER BENT 90') SPEC FICATION 4 HEIGHTS. - m 4" BENT EDGE PULL BY 10'-0" AFF — ---- ROCKIN D. WALL COVERING APPLIED REMOVABLE MOCHA CHERRY STAINED MOCHA CHERRY STAINED I'-5" TO RECEPTION SIDE OF BLOCKING CNERR'- WOOD VENEER PANEL CHERRY WOOD VENEER PANEL 01 MS ISSU O BID 10/Iq/07 WOOD VENE PANELS DOOR ONLY SOLID WOOD DOOR - NO. BY ISSUED TO DATE RECEPTION 51 DE STAINED TO MATCH SAMPLE 9'-O" AFF LIGHT FIXTURE ONLY WHERE PUSH ON RECEPTION SIDE I'-O" AND I'-5" INDICATED. SEE CEILING PLAN SEE REFLECTED CEILING PLAN FOR LOCATION AND SPEC 05 HORIZONTAL PILASTER SECTION 06 }IORIN TAL RECEPTIONIST DOOR INTO OPS �� WOOD SOFFIT SCALE: 3"=1'-0" - SCALE: 3"=1'-O" SCALE: 3"=1'-O" aw< H UNDERSIDE OF STRUCTURALSLAB/DECK ABOVE./ UNDERSIDE OF/ STRUCTURAL SLAB/DECK \ / \ / 3%' STUD BRACE @ 48" O.C. \ / ABOVE. ` MAX. TIE TO STRUCTURAL /y I - SLAB/DECK ABOVE. _. / 2Y2" STUD BRACE @ 48" 1 1 i.0 WOOD BLOCKING O.G. MAX. TIE TO i�o. 5134 STRUCTURAL SLAB/DECK 2Y2" CONTINUOUS METAL STUD (n ABOVE. ------ ,i ------ TOP RUNNER �'i ftC Glee W) - iz�na : y 21g" CONTINUOUS METAL - Pu f. I - 9'-O" AFF STUD TOP RUNNER ONE LAYER 36" GYPSUM WALLBOARD APPLIED TO -- ---- ------- EACH SIDE OF 2 Y" METAL y SCHEDULED CEILING. SEE f J WOOD STUD 16" O.C. - - - REVEAL - 1 I ------- ,� REFLECTED CEILING PLAN FOR - - SCHEDULED CEILING. SEE Q SPECIFICATIONS t HEIGHTS REFLECTED CEILING PLAN _ 'Z' CLIPS- - FOR SPECIFICATIONS 4 - HEIGHTS LACOURED PANEL - - o L9GHT FIXTURE. SEE CEILING PLYWOOD BACKBOARD 0 COVER COMPLETE - - 6 —PLAN FOR LOCATION AND SPEC TRIMMED OPENING WITH - - s 10 SHEETR CK SOFFIT ■ DAVID A.UDKOW WALLCOV EKING 1'- ■ ARCHITECT r SCALE: 3"= 0" " ■ 11881'NORTH 113th WAY WOOD VENEER S - ■ SCOTTSDALE, AZ 55255 PANELS HAWORTH TEMPERED CARPET TRAN51TION TO - 480.r14, 355 .. CLEAR "GLASS. - BE CENTER OF DOOR ■ 480.614.0209 FAX WRAP WALL COVERING TO ' _ �' • - CENTER OF PARTITION _ HAWORTH "ENCLOSE" BUTT GDS ALIGN AND HEADER ABOVE HINGE DOOR FRAME I I � � ■ 353 GEORGES ROAD 1/2` STAINED WOOD REVEAL .r ,.., '❑ DAYTON,540 NJ 08810 32.274.1372 FAX HAWORTH RE@TANGULAR - - ---------- v - - - - SYSTEM METAL FRAME AN INTERIOR FACILITY PLANNING SERVICE - .'Q --__-_--___ - - - PROJECT NAME: �UBS -j L SWIM LEVEL AS REQUIRED y� �" . q" ° 1471 IYANOUGH ROAD SCHEDULED FLOOR SEE SHEETROCK 4�� H ANNI& MA 0 601-I86 FLOOR-'FINISH PLAN FOR. WgLL ALIG , DRAWING TITLE: - SPECIFICATION:-' HAWORTH "ENCLOSE" SHEETROCK METAL SYSTEM WALL DETAILS HAWORTH CLEAR GLASS - - - PROJECT NO.: 200727 NORTH FLOOR NO. DWG. NO. - DATE: 09/20/07 USF: 5,006 D A14 - -• SF/PP: 227 DRAWN BY: FCG UBS PROJ. NO: 10019A II `HORIZONTAL SEC. HAWORTH W/WALLCOVERING 2 HORIZONTAL SEC. HAWORTH DOOR/CARPET TRANSITION CHECKED BY: DAU WIRE CODE: UQ27 VERTICAL PILASTER SECTION HAWORTN SIDE LIGHT VERTICAL SECTION SCALE: 3"=P-o" " SCALE: 3"=1'-0" SCALE. 3"=1'-0" SCALE: AS INDICATED SHEET 14 OF 17 UNDERSIDE OF STRUCTURAL 5- COORD. DEPTHS W/ DECK ABbVf. 2f'coNTwuws " PLYWOOD BACK WITH WHITE CONSTRUCTION PLA NEW FAUCET: MELAMINE FINISH ON INSIDE. MANUFACTURER: 'ELKAY' UBS ry 1 MODEL >i: LK-232-S-BH-S U B 1S II PRO VI DE WOOD CLEATS AND ° PLYWOOD BACK WITH WHITE LE _____________ MELAMINE FIN15H ON INSIDE. - i Or SCHEDULED CEILING. -3" �OpgRTIC A RELE BO�RD SHELVES WITH • PROVIDE WOOD CLEATS AND 4" BACKSPLASH NEW SINK: -- - I _ MANUF CTURER: 'ELK DAYTON WHITE MELAMINE FINISH MOUNTED 2'-0" BLOCKING AS REQUIRED A AY . i MODEL GE-12521-R HYANNI ASS US PIvoT ulNcf sr -- - - ON ADJUSTABLE STANDARD - n. S, M AC4- ET75 RIxSON BRACKETS AND SHELF CLIPS --- - V PARTICLE BOARD SHELF WITH---- ---' ---- WHITE MELAMINE FINISH MOUNTED . WIRE PULLS cUTT DUT FOR Av N _ MANUFACTURER: HAGER HINGES EQUIPMENT z " PARTICLE BOARD WITH PLASTIC - ON ADJUSTABLE STANDARD SPEC: 305D-4" (SATIN CHROME) VENTILATION LAMINATE FINISH L BOTH SIDES BRACKETS AND SHELF CLIPS. AND ALL EDGES ON CONCEALED w - %` PARTICLE BOARD WITH PLASTIC KEY PLAN • Y°WOOD VENEER > SELF CLOSING HINGES WITH F-p N " PARTICLE BOARD WITH PLASTIC LAMINATE FINISH ON BOTH SIDES ADJU5TABLE MAGNETIC CATCHES. ,.ZV- LAMINATE FINISH ON BOTH SIDES AND ALL EDGES ON CONCEALED Ird SHELVING w N CAM LOCKS (VERIFY W/ELEV) �G AND ALL EDGES ON CONCEALED T , HINGES WITH MAGNETIC CATCHES MFCTR.: TIMBERLINE LOCK LTD caw SELF CLOSING HINGES WITH iv I- SPEC: CB-154 (SATIN NICKEL) 8w.. MAGNETIC CATCHE5. Ya" PLYWOOD BACK SHIM AND BLOCK • 3 TYPE: 154 CYLINDER BODY' AS REQUIRED 3/4'STAINED WOOD U 3 Pr WIRE PULLS - FROSTED GLA55 > LOCK PLUG: LP-700 SATIN NICKEL • • O DOD w WIRE PULLS _ MANUFACTURER: HAGER HINGES ( . SEE ELEVATIONS FOR MANUFACTURER: HAGER HINGES SCHEDULED BASE SEE FLOOR u RDWARE w 1 SPEC: 305D-4" (SATIN CHROME) SPEC. 305D-4 (SATIN CHRO ) SPECIFICATION) BASE 5 ME FINISH PLAN FOR WOOD VENEER > , ON 2✓,'nETAL STUD OPEN BELOW 2'-0" w a I6•D.C. NOTE: (H.C. ACCESSIBLE SINK) HOT WATER AND DRAIN PIPES UNDER S"AND 6LCIREDCK SINK SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE w SCHEDULLI AS QLUED FLOOR. NO 514ARP OR ABRASIVE SURFACES UNDER SINK. FEE FLOOR V INISH PLAN FOR � N • - AREA ORS K SPECIFICATION. ADA SINK BASE CABINET OI SEMINAR ROOM TOWER 02 UPPER CABINET 03 UPPER CABINET ABOVE REFRIGERATOR 0 SCALE: I°=I'-O° SCALE: I"�I'-O° SCALE I"=I'-O° COORD. DEPTHS W/ COORD. DEPTHS W/ NO. BY REVISION DESCRIPTION DATE " SH PARTICLE BOARD WITH STAINED CONSTRUCTION PLAN CONSTRUCTION PLAN LA PARTICLE BOARD WITH PLASTIC COORD. DEPTHS W/ LAMINATE LE 50ARD WITH PLASTIC 2'-0" WOOD VENEER FINISH BACK SPLASH LAMINATE FINISH CONSTRUCTION PLAN - PROVIDE METAL L-BRACKET 6" BACK5PLASH a" PARTICLE BOARD DRAWER WITH WIRE PULLS WIRE PULLS PL, LAM, FINISH, ON METAL SLIDES MANUFACTURER: HAGER HINGES _ MANUFACTURER: HAGER HINGES FOR ADDITIONAL SUPPORT. SPEC: 305D-4" (SATIN CHROME) in SPEC: 3051:)-4" (SATIN CHROME) WIRE PULLS - r PARTICLE BOARD WITH MANUFACTURER: HAGER HINGES CAM LOCKS (VERIFY W/ELEV) PLASTIC LAMINATE FINISH. Z SPEC: 305D-4" (SATIN CHROME) N 's MFCTR.: TIMBERLINE LOCK LTD SPEC: CB-104 (SATIN NICKEL) O CAM LOCKS (VERIFY W/ELEV) O TYPE: 184 CYLINDER BODY 6" F MFCTR.: TIMBERLINE LOCK LTD PROVIDE P-LAM FILLER C SPEC: CB-154 (SATIN NICKEL) LOCK PLUG: LP-700 SATIN NICKEL " PARTICLE BOARD SHELVES WITH REVEAL AS REQUIRED. w TYPE: 164 CYLINDER BODY j " PARTICLE BOARD SHELVES WITH BLACK MELAMINE FINISH MOUNTED - w LOCK PLUG: LP-700 SATIN NICKEL WHITE MELAMINE FINISH MOUNTED �i ON ADJUSTABLE STANDARD `? I = q" PARTICLE BOARD SHELVES WITH w ON ADJUSTABLE STANDARD ZN BRACKETS AND SHELF CLIPS rcl F- WHITE MELAMINE FINISH MOUNTED = BRACKETS AND SHELF CLIPS - DISHWASHER 3 ON ADJUSTABLE STANDARD ~ q" PARTICLE BOARD WITH PLASTIC " PARTICLE BOARD WITH WOOD BRACKETS AND SHELF CLIPS 3 LAMINATE FINISH ON BOTH SIDES • VENEER FINISH ON BOTH SIDES I I U- a"PARTICLE BOARD WITH PLASTIC LL AND ALL EDGES ON CONCEALED ' AND ALL EDGES ON CONCEALED SCHEDULED BASE (SEE K LAMINATE FINISH ON BOTH SIDES - HINGES WITH MAGNETIC CATCHES FLOOR FINISH PLAN FOR w HINGES WITH MAGNETIC CATCHES I A w N N E LED> AND ALL EDGES O CO C q" PLYWOOD BACK - SHIM AND BASE SPECIFICATION > Y" PLYWOOD BACK - SHIM AND ) HINGES WITH MAGNETIC CATCHES BLOCK AS REQUIRED — d F 4 a" PLYWOOD BACK - SHIM AND SCHEDULED BASE (SEE FLOOR NO. BY ISSUED TO DATE • BLOCK AS REQUIRED 5CAE15ULED BASE (SEE FLOOR FINISH BLOCK AS REQUIRED FINISH PLAN FOR BASE D WOO TOE KICK TO PLAN FOR BASE SPECIFICATION) SPECIFICATION) ,MATCH FINISH OF CABINET DOORS - 05 SEMINAR ROOM BASE CABINET O6 COUNTER TOP @ DISHWASHER �� BASE CABINET W/DRAWER 08 BASE CABINET SCALE:I"=1'-O" SCALE: I"=1'-O" SCALE: I"=1'-0° SCALE: COORD. DEPTHS W/ w�\ A• - -�' �1 ONSTRUCTION PL N PROVIDE METAL L-BRACKET FOR ADDITIONAL SUPPORT. Q N " PARTICLE BOARD WITH WHITE MELAMINE WHITE MELAMINE O No. 5134 F7~i.l PLASTIC LAMINATE FINISH. I'-3" SHELF 5HELF CCOt,ty-l2jQ j ROD Y4" POLISHED CHROME J�{�'IZ�•J�"� Z` N -------- - ! p PROVIDE P-LAM FILLER F- --� REVEAL AS REQUIRED. w PROVIDE P.LAM SUPPORT t�jT �y� 1�✓ PANEL AS REQUIRED FOR SHIM AND BLOCK AS w SUPPORT REQUIREDL 1YW CHROME - _ L_-_------------------ POLISHED ROD ----------------------- 3 FILES SCHEDULED BASE (SEE (N.I.C.) FLOOR FIN15H PLAN FOR BASE SPECIFICATION) > NOTE; GC. TO INSTALL COUNTER FWHITE MELAMINE TOPS AFTER FILES ARE IN PLACE, WHITE MELAMINE SHELF SHELF .. , I Y' POLISHED CHROME Oq PLAIN COUNTER TOP ROD ■ DAVID A.UDKOW SCALE. I"=I'-0° - ' ■ ARCHITECT 6 6 - HIM AND D BLOCK AS =CHROME 4REQUIRED '^ P ■ IIBBI NORTH 113th WAY ■ 5COTT5DALE, AZ 55258 ■ 480.614.3385 - 480.6 14.0209 FAX VERTICAL 14" PARTICLE BOARD- SEPERATION ■ _ WITH WHITE MELAMINE - PANEL Cps353 GEORGES ROAD FINISH TI VERTICAL. '❑ DAYTON, Ni 08810 `? SEPARATION PANEL 732.274.g540 m m 732.274.1372 FAX 2 Yz" METAL STUD @ ■ AN INTERIOR FACILITY PLANNING SERVICE VINYL BASE _ PROJECT NAME: 4%UBS 1471 IYOUGH RO601-AD + VINYL BASE H ANNISAN MA 0 IB6 SCHEDULED FLOOR. DRAWING TITLE: - SEE FLOOR FINISH - PLAN-:FOR DETAILS - SPECIFICATION. PROJECT NO.: 200727 NORTH FLOOR NO. DWG. NO. • 2:-0:: �, V.LF. DATE, Oq/20/07 _ V USF+ 5,006 - - 02• A 15: �� • SF/PP: 227 - . DRAWN BY: FCG UBS PROJ.NO: 100194 0 WOOD BASE II ADA COAT CLOSET DETAIL 2 ADA GOAT CLOSET ELEVATION CHECKED BY: DAU WIRE CODE: UQ27 SCALE: 3"=p-p° SCALE: I I/2'-I'-O' - _ SALE: I I/2"-1'-0" SCALE: AS INDICATED SHEET: 15 OF h �/ UNDERSIDE OF T TBS � ( \ / STRUCTURAL SLAB/DECK Lf BLOCKING AS t!lll SCHEDULED CEILING BLOCKING AS ( _-_-- -_-___ < REQUIRED REQUIRED 214" STUD BRACE @ 48" HYANNIS,-MASSACHUSETTS AFF 9'-W AFF + L O.C. MAX. TIE TO - STRUCTURAL SLAB/DECK ABOVE. GC TO BRACE - AROUND OBSTRUCTIONS IF " I'-3" 2". - NECESSARY. (TYP) KEY PLAN - 1214" CONTINUOUS METAL " STUD TOP RUNNER THK CLEAR TEMPERED GLASS WITH POLISHED EDGES, SEE ELEVATIONS FOR LOCATIONS OF 4" WIDE VERTICAL GAPS IN GLASS 1 STONE TRANSACTION TOP - STONE TRANSACTION TOP I PLYWOOD PLYWOOD SCHEDULED CEILING. SEE I,-p�� _ REFLECTED CEILING PLAN FOR SPECIFICATIONS B _ BLOCKING AS REQUIRED _ BLOCKING AS REQUIRED r HEIGHTS w ONE LAYER %" PLYWOOD J4 2'-2" V2' 05 DE(ED TO R OFF 24' METAL ON N - AREA OF WORK BLACK GROMMET 2'-2" Z I 20GA @ 16" O.C. BLACK PLASTIC BLACK PLASTIC w STAINLESS STEEL METAL LAMINATE TOP LAMINATE TOP V POST I" DIA, (GC TO STAINLESS STEEL METAL STAINLESS STEELMETAL K VERIFY) ATTACH TO POST I" DIA. ATTACH POST I" DIA. TTAGH I GLA55 PANEL NO. BY REVISION DESCRIPTION DATE TO GLA 5 PANEL TO GLAS PANEL METAL ANGLE - 4 FROSTED TEMPERED 2�° UMINUNI WOOD BLOCKING 2%" AL MINUM BLOCKING d GLASS. COORDINATE WITH SUPPORT TUBE _ SUPPOR TUBE AS REQUIRED SIGNAGE VENDOR FOR z LOCATION OF 'UBS LOGO' `9 SOLID WOOD PANEL �P in FROSTED GLA 5 PANEL STAIN TO MATCH SAMPLE in FROSTED GLAS5 PANEL w v I I TILE BASE. SEE FLOOR p FINISH PLAN FOR SPEC I I PLYW D SUB 2 " ALUMINUM PLYW D SUB V PANEL SUPPORT TUBE PANEL N w I 214' CONTINUOUS METAL " THICK - 16 THICK w STUD FLOOR RUNNER'. o " SOLID w METAL HANNEL BLOCKING AS REQUIRED METAL C ANNEL WOOD SHELF a' I w SEALANT WOOD PILASTER BEYOND 'C N I SCHEDULED FLOOR. SEE FLOOR FINISH PLAN FOR 1 - SPECIFICATION. N-SOLID WOOD - FASCIA O M5 ISSUED FOR BID 0/-VO7 ALL DRAWERS ON HVY DUTY GLID 5 _ __ ___ ___ NO. BY ISSUED TO DATE BLOCKING AS REQUIRED SET UP BAR5 FOR 'PENDAFLEX' FILES SET FOR LEGAL AND LETTER USE OI RECEPTION DESK SECTION 02 RECEPTION DESK SECTION THRU FED FILE 03 VERTICAL SIGNAGE WALL SECTION SCALE I I/2"=I'-O" SCALE: I I/2°=1'-D" SCALE: PLATFORM BELOW WORKSURFACE FFOR PED FILE ____---- ABOVE 7-- -_ --- --------------_ ATTACH PLATFORM - f BLOCKING IN PART( RLOC RNG ED AS ` No. 5134 � 41 r. Scotsdale, J h Arizo;la a SOLID WOOD PANEL �` fj " SHEETROCK SEES, ,�yY, 5W 5HEETROCK SEE WALL FINISH PLAN METAL SUPPORT WALL FINISH PLAN FOR FINISH INFORMATION �+�41 QC V% ANGLE ".y.. 2�q" VERTICAL A1" VERTICAL FOR FINISH INFORMATION @ 16M D.C.L STUD SOLID WOOD ALUMINUM TUBING � ALUMINUM TUBING PANEL ,� - -- V FP05TED TEMPERED STAINLESS STEEL METAL REQUIRED AS GLASS. COORDINATE SIGNAGE�AINLE. : POST I" DIA. ATTACHTO GLASS PANEL WITH 51GNAGE VENDOR FR05T GLASS - 4 BLOCKING AS _ PANEL REQUIRED STEEL METAL -__ __ _---��TRANSACTION TOP POST 0 DIA. ATTACH ABOVE -%" PLYWOOD ■ DAVID A.UDKOW TO GLA55 PANEL 02/AI6 OI/AI6 ARCHITECT 0 PLAN SECTION OF RECEPTION DESK 3 ■p5 PLAN SECTION OF SIGNAGE WALL ■ IIBBI NORTH 113th WAY SCALE: I I/2°=I'-0" SCALE: I /2"=I'-O" ■ SCOTTSDALE, AZ 05258 ■ 480.614.3385 480.614.020-1 FAX FLOOR SLAB PLENUM SPACE SPECIFIED 353 G DIMENSION - II ELECTRICAL CONTRACTOR 41:10 DA ON NJS ROAD EL LEAVE CONTINUOUS PULL DAYTON, NJ 08810 STRING INCONDUIT 732.274.9540 GC TO COORDINATE I 732.274.1372 FAX THE INSTALL OF CEILING METAL PROVIDE lk1° CONDUIT. BRACKET TO ASSURE AN INTERIOR FACILITY PLANNING SERVICE FRAMING SET IN SLAB-FOR. HOLD DIMENSIONS PROJECT NAME: UBS` ' CABLE ROUTING INDCIATED ----- WALL CONDUIT I" I.D. -- " POWER CONDUIT --fn -o----_---- - DRAWING TITLE Z F--------{ I BRIDGING - ° ---- ---- MOUNTED DATA H ANNIS MA O 60 % O TELE/ IG I I (CADDY , : v - D DETAILS DATA -TSGBI6) NEW FLOOR LOCATION 'CADDY' ADJ. WALL I PROJECT NO.: 200727 NORTH FLOOR NO. DWG. NO. CONY BRACKET (ttT5GBl6) I WALL BASE DATE: 09/20/07 /� I (TYPICAL OUTLETS AT •', �.• '•, ': 02 �l I VJ GWB CONSTRUCTION C SF/USF 5,00E -0 ALL RECEPTACLE FINISHES 90'BEND FLOOR SF/PP: 227 TO BE WHITE PROVIDE I° I.D.CONDUIT SLAB PLENUM SPACE DRAWN BY: FCG UBS PROJ. NO: 100194 06 TYPICAL OUTLET ELEVATION p FLOOR MOUNTED OUTLET ENLARGEMENT 08 .BACK TO BACK OUTLET DETAIL Oq FLOOR MOUNTED OUTLET ROUTING CHECKED BY: DAU WIRE CODE: U027 SCALE: I"=I'-O" SCALE: 3"=I'-0u SCALE: 3"=I'-O" SCALE: 3/B"=1'-O" SCALE. AS INDICATED SHEET: 16 OF 17 2 Yz" 20 GA, METAL STUD SECURED TO SLAB ABOVE @ 2 UBS 24" O.C. \\\ \\�� /j / ALTERNATE 5 GA STUD BRACE @ 48" O.C. i— - -----_---\ . MAX. TIE TO STRUCTURE ABOVE. _ Z`2" 25 GAUGE METAL STUD --._ SEE DETAIL THIS SHEET FRAMING @ 16' O.C. \\ \ j / // FIRE TREATED WOOD BLOCKING 1 ONE LAYER Ef" GYPSUM " FRAME TREATED METAL SHOE\ I // IV. SCREWS I I Io,o, WALLBOARD APPLIED TO EACH HYANNIS, MASSACHUSETTS r PLYWOOD BACKING. (5" LENGTH, �\ / I SIDE OF A" METAL STUD 16" END OF VERT —- --------- - _—i �' THK CLEAR TEMPERED GLASS WITH O.C. TYPICAL SCHEDULED CEILING POLISHED EDGES V2' 25 GAUGE METAL STUD ABOVE - I'-2" 3^ (REMOVABLE) SEE - - CONTINUO 5 STUD HEADER BENT 90') ELEVATIONS FOR LOCATIONS OF 4" WIDE - SHIM AND BLOCK AS REQUIRED ---- VERTICAL GAPS IN GLASS. ---_----- ---- __ 1/2" STAINED REVEAL KEY PLAN 9'-0" AFF ---- GRANITE TRANSACTION COUNTER TOP ��—NEW HEETROCK SOFFIT WITH WALLCOVERING SEE WALL FINISH PLAN A7 FOR SPEC MOCHA CHERRY STAINED ---- j" X $" DARK ANODIZED ALUMINUM QUARTER ROUND CHERRY WOOD VENEER PANEL _�14" STAINED REVEAL CHANNEL WITH BLACK SILICONE CAULKING. ALL SURFACES TO BE PLASTIC / „ LAMINATE I/2" STAINED REVEAL) -2�� n Yn° THK. CLEAR PLEXI GLASS 9'-O" AFF CONT. " x 1 Y" DARK ANODIZED ALUMINUM _ �" THK WOOD VENEER PANEL O DIVIDERS W/ EXPOSED EDGES POLISHED. PROVIDE ROUTING CHANNEL WITH CLEAR SILICONE CAULKING FOR DIVIDERS AT TOP AND �" STAINED MOCHA ON CHERRY FOR THE 4" GAPS IN TRACK, INFILL WITH �" THK VERTICAL SUPPORT @ 3-0" O.C. 4 BOTTOM. FINISH WOOD VENEER SOFFIT ON I'-2" 3" SOLID STOCK CHERRY. P-LAM FINISH 1/2' STAINED REVEAL ALIGN WITH TRANSACTION - ALIGN WITH TRANSACTION COUNTER BELOW. COUNTER BELOW V THICK CLEAR TEMPERED GLA55 WITHH CONT. WOOD BLOCKING _ QUARTER ROUND (L POLISHED EDGES SEE ELEVATIONS FOR 3"�- (TYP.) SEE CONSTRUCTION PLAN N AREA OF WORK 0 OPERATIONS WOOD SOFFIT LOCATIONS OF 4" VERTICAL GAPS IN GLA55 V-4' IF COORDINATE W/ COUNTER TOP. SEE WAL 'Ai iFIELD FINISH PLAN A7 FOR SPEC SUPPORT PANEL BEYOND - PL. LAM. LEG NO. BY REVISION DESCRIPTION DATE SUPPORT ALL SURFACES TO BE FINISHED WITH PLASTIC �" THK CLEAR TEMPERED IO„ ME A S GAUGE _ LAMINATE. ENTIRE SHELVING UNIT IS TO-BE GLASS WITH POLISHED EDGES META STUD 16" a. �? PROVIDE A METAL ANGLE REMOVABLE SEE ELEVATIONS FOR 3 1'-2" WITH " SHEETROCK ON N :ON ALL SUPPORT BRACKETS H BOTH SIDES p° 2" LOCATIONS OF 4" WIDE VINYL BASE VERTICAL GAPS IN GLASS. t i VINYL BASE i FINISHED FLOOR PROVIDE WOOD VENEER ON - WOOD BASE ALL INTERIOR SIDES OF BOX. FINISHED FLOOR GROMMET (BLACK) 3" I.D. DIA. - UNDER COUNTER SHELF, 1/4" SLOTS FOR VI.F. 51ZE MUST FIT CORD OF CONTINUOUS, P-LAM FINISH VERTICAL AND ATOMIC CLOCK. HORIZONTAL PLEXI 2" GLASS (POLISHED �" PLASTIC LAMINATE PANEL EDGES) REMOVABLE I/ " • PLEXI GLASS OI MS ISSUED FOR BID 10/19/07 NO. BY ISSUED TO DATE 0 REMOVABLE SHELVING UNIT �31 RECESSED ATOMIC CLOCK BOX ��OPERATIONS COUNTER 0 BROKER/MAIL SLOTS HORIZONTAL SECTION SCALE: I" I'-0" SCALE: I-I/2" = I'-0" SCALE: 1 I 01. SCALE: -/2 = 1-0 -.f Y } r N�� ANUFACTURE _ WIRE PULLS es:,us:oe MANUFACTURER: r,nno. PAGER HINGES -/A ya.o. P-64" 1'-2" I/2" REVEAL "27i6° 3" 27%"v" I/2" REVEAL SPEC: 305D-4" 1 BE D (TYP) (SATIN CHROME) Q \• 9 CAM LOCKS G No. 5134 rr� _ MA TIMBE5LOCK RLTDER Sco It dale, X :" TPK CLEAR I _ " SOLID WOOD STOP = SPEC GB-184 O ^i{a ACRYLIC WITH �' \ / TYPE: 154 j POLISHED Yq' THICK REMOVABLE TEMPERED SHIM 8 QUARTER CYLINDER BODY C! EDGES GLA55 DIVIDERS WITH POLISHED BRACE AS ROUND w --------------------- LOCK PLUG: F9 GC)P /, EDGES @ 3" ON CENTER REQ'D O NICKEL(TYPSAT) 00 CTI7� OF > P' -�_B_ 3" WIDE BROKER INSERTS ON �'q' ________________________ EALUMINUM CPANN ELS AT FRONT Y," THICK REMOVABLE -W �" PARTICLE AND BACK 2 ROWS OF IS PLEXI GLA55 BOARD DRAWER o SLOT5(30) MAIL DIVIDERS (POLISP WITH P.LAM O STAINED WOOD REVEAL SLOTS ALL EDGES) FRONT, ON THICK PLASTIC LAMINATE FINISH = METAL SLIDES. GRANITE TRANSACTION— PARTICLE (2 ROWS OF 15) BROKER/MAIL COUNTER TOP. SEE WALL SLOTS = BOARD FINISH PLAN A7 FOR SPEC �7,4 3'T OPC ALL INTERIOR MATERIAL TO BE VARIES PROVIDE " PLASTIC LAMINATE. WHITE MELAMINE r PENAFLEX INTERIOR FINISH 51DERAIL5 FOR (TYP) FILE MOUNTING (LEGAL SIZE) C0� DROP SLOT MAIL/BROKER SLOTS 0 MAIL/BROKER SLOTS 0 PLASTIC LAMINATE PEDESTAL FILE ■ DAVID A.UDKOW SCALE: I" = I'-0" SCALE: I-I/2" = " SCALE: I-I/2" = I'-0" - ■ ARCHITECT THK CLEAR TEMPERED GLA55 WITH POLISHED I - ■ EDGES(REMOVABLE)SEE ELEVATIONS FOR Al OPENING- IIBBI NORTH 113th WAY LOCATIONS OF 4"WIDE VERTICAL GAPS IN GLASS. DAY DROP ■ SCOTTSDALE, AZ 55255 ATOMIC CLOCK 400.6I4.3385 STAINLESS STEEL CHANNEL WITH CLEAR SILICONE ■ 480.614.0209 FAX CAULKING. -- '■ sos WHITE MARBL AT GLASS TOP j————— — 353 GEORGE5 ROAD CONTINUOUS AT GLA55 OPENING � —————C�_— ' _�L— _ DAYTON, NJ OBBIO 732.274.9540 I FEE I FILE ''.. FII.Ej, ❑ 732.274.1372 FAX IyI cC. �I -. ♦J mac. ■' AN INTERIOR FACILITY PLANNING SERVICE II PROJECT NAME: %UBS e 2 BLACK GROMMET 1471 IYANOUGH ROAD 4"OPENING - H ANNIS, MA O b0I-186 4, DRAWING T17LE 2'BLACK GROMMET - DETAILS II PROJECT NO.. 200727 NORTH FLOOR NO. DWG. NO. T E55 S E C A E - 0 WITH CLEAR SILICONE —— - DATE, 7 O�CAULKING. oJru r - - 5,006 006 aCm�s SF/PP: 227 DRAWN BY: FCG UBS PROJ. NO: 100194 �f01 STONE TRANSACTION TOP AT GLASS OPENING �111 OPS ENLARGEMENT CHECKED BY: DAU WIRE CODE: UQ27 SCALE: I-I/2" SCALE: I/4" = I'-0" SCALE: AS INDICATED SHEET: 17 OF 17 LOCUS NOTES • ZONING DISTRICTS: RC-1, RD-1 B & HB r / ., 4 , ,,• r f,d . $^ OVERLAY DISTRICTS: WR ZONE 11 & RPOD (RD-1) 1.) LOCUS IS SUBJECT TO,AN EASEMENT TO BRISLANE LIMITED VENTURE REALTY TRUST RECORDED IN DEED BOOK 10,831 PAGE y 71. r ZONE ONES: TOWN OF BARNSTABLE GIS 2.) LOCUS IS SUBJECT TO A TAKING BY THE COMMONIWEALTH OF MASSACHLISETTS OF ROUTE 132 AS A STATE HIGHWAY AND IS RECORDED AT DEED BOOK 807 PAGE 432 ZONING ORDINANCES TOM OF BARNNSTABLEf% n t READOPTED: 09-27-1990 3.) LOCUS IS SUBJECT TO AN EASEMENT TO COMMONWEALTH ELECTRIC COMPANY IN DEED BOOK 5,266 PAGE 330, IRS EASEMENT CANNOT BE SHOWN: ... ,,- v � � r�� '{ �4 ���: � GENERAL NOTES L.w►. , AS AMENDED THROUGH 09-11 2007 NORTHERLY PORTION OF LOT 16A ... PLAN BOOK 226 PAGE 135 t island LANDSCAPED • 1.) LOCUS AREA IS COMPRISED OR AREA 4.) LOCUS IS SUBJECT TO A BARNSTABLE BOARD OF APPEALS DECISION DATED: MARCH 7. 1977 N REFERENCE CASE Na 1977-06 RECORDED AT DEED '. 9A*IiCURRENT MINIMUM ZONING REQUIREMENTS RQ-7 I p ,s LOT 1B O PLAN BOOK 539 PAGE 24 MIN. LOT AREA = 43,560 S.F. BOOK 2477 PAGE 65 s. .fie , ' �,' 4;Y r ,' Y'* ► t' �-.; ASSESSOR'S MAP 253 PARCELS 014-X01 dt 014-X02 MIN. LOT FRONTAGE = 125' 5.) TO LOCUS IS SUBJECT EAS 07S DESCRIBED AT DEED BOOK 12,377 PAGES 298 - 300 _ • # DEED BOOK 20,379 PAGE 211 MIN. LOT WIDTH = - A. 'EASEMENT A" OVER LOT 1A AT PLAN BOOK 539 PAGE 24 - + .'` t6 4 S. P. PROPERTIES, LLC APPLICAN 'S: SHALLOW POND PROFESSIONAL, LLC FRONT YARD = 100' SIDE YARD = 15' REAR YARD = 15' B. "PARKING EASEMENT' AT LOT 16 AT PLAN BOOK 539 PAGE 24. THIS EASEMENT GOftebe,ry ;�► -, •' r irk I= PHINNEY'S LANE 683 C MAIN STREET MAXIMUM BUILDING HEIGHT = 30' OR 2-1/2 STORIES `c��si.n�l � �'" ' MA. 02601 OSTERVILLE MA 02655 CANNOT BE SHOWN. 4 l .{••...�. w PHONE: '(508) 775-9361 PHONE 508 -428-4323 WHICHEVER IS LESSER C. 'EASEMENT B OVER LOT 18 AT PLAN BOOK 539 PAGE 2 , ( ) D. NOTE CONFIRMATIONS AT DEED BOOK 20,211 PAGE 10 AND DEED BOOK 20,379 E0� � STpN f UP 4594 1/2 CURRENT MINIMUM ZONING REQUIREMENTS RD-1 PAGE 209. LOCUS MAP Scala: i•e 1pQp' JE 2.) A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE IF DETERMINED MIN. LOT AREA = 87,120 S.F. (RPOD) 6.) LOCUS IS SUBJECT TO EASEMENT FOR ',.. CONSTRUCTION AND INSTALLATION OF A SEPTIC SYSTEM AT DEED BOOK 4522 PAGE 335 THE EXISTING 00 M BE NECESSARY A TITLE SEARCH SHALL BE PERFORMED BY OTHERS. MIN. LOT FRONTAGE = 20' EASEMENT REFERS TO LOTS 16A AND 16B AT PLAN BOOK 230 PAGE 59 AND CANNOT BE SHOWN. PAVED AREA` ` 3. THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD MIN. LOT WIDTH = 125' XNG ) = 10, C .-�' �a INFORMATION CONSISTING OF AVAILABLE PLANS DEEDS AND LAYOUTS. FRONT YARD = 100' SIDE YARD = 10' REAR YARD 7.) LOCUS IS SUBJECT TO THE CAPE COD COMMfSSION CHANGE OF USE DECISION DATED APRIL ?, 2007, RECORDED WITH THE BARNSTABLE COUNTYg5�� P�oN THE EXISTING FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD MAXIMUM BUILDING HEIGHT = 30 OR 2-1/2 STORIES REGISTRY OF DEEDS IN BOOK 22,122 PAGE 326. N°' MPS�'MEND SURVEY PERFORMED BY BAXTER NYE ENGINEERING AND SURVEYING ON NOVEMBER 9-10, 2005 WHICHEVER IS LESSER ss UP 4594 1 •- R �` 4 �" 0� � 8.) LOCUS IS SUBJECT TO AN ORDER OF CONDITKIlVSy UP FILE Na SE3-4533, ISSUED BY THE TOWN OF BARNSTABLE COIWVATMN COMMISSION ON tt / GUY WIRE (typ) PP PC��°PJ2 vNo P � ,� FOUNDATION LOCATION PERFORMED BY BAXTER NYE ENGINEERING AND SURVEYING ON CURRENT MINIMUM ZONING REQUIREMENTS B FEBRUARY 12. 2007, AND RECORDED WITH THE BARNSTABLE COUNTY REGISTRY OF DEEDS AT BOOK 21,793 PAGE 142 .01 ` P E� ��' OCTOBER 1, 2007. MIN. LOT AREA = 0 S.F. MIN. LOT FRONTAGE = 20' 9.) LOCUS IS SUBJECT TO TOWN OF BARNSTABLE SITE PLAN REVIEW APPROVAL DATED APRIL 30, 2007. / o �, „c 9 OOWN PLAN REFERENCES: V MIN. LOT WIDTH = - s / C� _A� 17 PLAN BOOK 539 PAGE 24 FRONT YARD = 100' SIDE YARD = 0' REAR YARD = 0' >x C / 71 2 PLAN BOOK 535 PAGE 5 _ PC .• �y �� � PLAN BOOK 379 PAGE 4 MAXIMUM BUILDING HEIGHT 30 OR 2 STORIES n/f CENTERALLE LLC s �' PLAN BOOK 379 PAGE 63 WHICHEVER IS LESSER o s 10 PLAN BOOK 362 PAGE 72 CURRENT MINIMUM ZONING REQUIREMENTS HB • A PLAN BOOK 359 PAGE 24 ` 7, G' PLAN BOOK 230 PAGE 59 PLAN BOOK 226 PAGE 135 MIN. LOT FRONTAGE = 20' MIN. LOT AREA = 40,000 S.F. �o G� PLAN BOOK 156 PAGE 69 N � �� y PLAN BOOK 76 PAGE 11 MIN. LOT WIDTH - 160 n CENTERVILL LLC 1 ROUTE 132 1952 LAYOUT (SHEETS 5 & 6 OF 11) FRONT YARD = 100' SIDE YARD = 30' (TOTAL) REAR YARD = 20' WELL �. N LOT 1A A MAXIMUM BUILDING HEIGHT - 30 OR 2 STORIES `NG WtJJ- . i p '� g��W�NG PLAN`BOOK 359 PAG 24 ` � 4.1 THE FLOOD PNSURANCE� MAP DEFINES THIS AREA AS ZONES: B dt C WHICHEVER IS LESSER NN Ex NG 0 n/f RICHARD NOMCK JOSEPH P. KELLER, TRS. - ` p 5.) WETLAND DEUNEATKNN PERFORMED BY HORSLEY WITTENI GROUP. FIELD LOCATION BY THIS FIRM PLAN BOOK 230 PAGE 59 NOVEMBER 10, 2005. REVISED FLAGGING LOCATED AUGUST 21, 2006 PERFORMED BY ENSR. • ,y1'k'�7r� ' N .F�d 2'�' 6.) PRIMARY BENCHMARK : TOWN OF SARNISTABLE ENGINEERING DEFT. STATION 119 BRICK DRILL HOLE IN CONCRETE CURB ISLAND AT INTERSECTION OF UTE • g0 PLANTER APPROXIMATE LOCATION OF RO 132 & BEARSES WAY. E WITH SIGN ELEVATION - 70.45 (DATUM: NGVD29) FLOOD ZONE LINE • • ` PROJECT BENCHMARK t SEE PLAN 23'34 N 40''0014 N PROJECT BENCHMARK : NAIL IN 18 WILLOW TREE EL - 40.00' '•�� r SCALED FROM BARNSTABLE a'w WF 21211 IB-12 ASSESSORS MAP FLOOD ZONE C w 'S• , ` ` FLAG POLE • ` � � ` ` CONCRETE PAD 0 ' ` r I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE E7gS W FOUNAATTON SHOWN HEREON IS IN COMPL SM ?� • ` WTTH TW APPLICABLE BARNSTABLE ZONING DISJW AND SETBA�t.1( WOUIREMENTS ANC IS LOCATED IN Fob WF 1e-11 ` MATION TO THE MONUMENTS SHOWN. �. • 'PA , 29 9' 10. ♦ N �' '34 E THIS PLAN Ls NOT TO BE RE:ORDED NOR IS IT T1) BE USED TO ESTABLISH PROPERTY LEES: �✓ �' ,99' 6220' •r, FLOOD ZONE B 9-0 ` WETLAND FLAG (tyP) tl+ n� SEE NOTE 5 WF BVM�4 •`� �`��f RPLS BAXTER NYE ENGINEERING & SURVEYING OATS 1 9 WF IB-10 • BVW-6 WF BVW-5 ` +� WF IB-8 WF I8-7 WF BVWL-3 '° `^G y c� POINT OF WF IB-6 Z �?A— BEGINNING WF BVW-2 g?. COP r v'� • ` �N OF S '��q'1+ WF IB-S r yaI a WF Bvw- Z p x It n EOp SAL LO_ ` �. -n Q PLAN BOOK 539 PAGE 24 ♦ WF 10-4 D4 WATER GATE t MAP 253 PARCELS 014-X01 do A+ ( d"' m) 014-X02 UPLAND AREA = 73,941t So . FT. o r3" q WETLAND AREA _ 7,677t So. FT. FLOOD ZONE C FLOOD ZONE C ? '� i �� ,� SITE tOCATiONh. TOTAL PARCEL AREA PER PLAN 81,618t S.F. N �- 1471 lyannough Road (Route 132j 0. 0 4V o Hyannis, Massachusetts, omi 4 PREPARED M. V11� OAT > WF -3 � � � � Shallow Pond Professional, LLC 3� W3 C Wain SbWt SHALLOW POND z 2a� 'rs�o �.�`' Ostenrilie, MA., 0265v J Q A GREAT POND 'g m 67' f a� 508 .4Z$-43Z3 w • ,�� �_ 00e WF I6-2 CERTIFIED PLOT PLAN Ln Ln w48 �� a BAXTER NYE ENGINEERING & SURVEYING o Registered Professional Engineers and Land Surveyors 78 North Street-Ad Floor,Hyannis,Massachusetts 02601 0 oa = WATER GATE/SHUT-OFF = STONE WALL WF IB-1 s BO'42'20" w C8 DH FNp ,,� SE °H Frro `� Phone- (508)771.7502 Fax - (508) 771-7622 ® = CATCH BASIN = DRAIN PIPE SEE DETAIL " ,81 (SEE DETAIL a = DRAIN MANHOLE = WATER UNE S O' w S 4708" w O 20' 0 20' 40' v © - SEWER MANHOLE _ SEWER LINEv GAS LINE • 0 0 - ELECTRIC MANHOLE - 4,°¢ 0 = SCALE. IN FEET STEEL GUARDRAIL a ® - TELEPHONE MANHOLE °- = STOCKADE FENCE SCALE: 1' = 20' ® ELECTRIC BOX _ OVERHEAD WIRES n/f JUERGEN H. KELLER, ET UX. h DATE 10 02 2007 N \ n/f SHALLOW POND CONDOMINIUM" N 4T ® _ ELECTRIC METER - TREE LINE PLAN BOOK 366 PAGE 63 ^m. i ® = AIR CONDITIONER Q • - TREES a SHRUBS PLAN BLTIPLE OOK 362wPAGE 72 S 4T08'20` W 59.81' TD y ® = GAS METER = UTIUTY POLE/GUY WIRE — O = GAS GATE ® = TRAFFIC SIGNAL POLE 0,08' f+ mar o a 86' b = HYDRANT EOP = EDGE OF PAVEMENT RECORD LOCATION .-.-{1] a NO. BY DATE REMARKS 0 = LIGHT POLE = PRECAST CONCRETE CURB PB 539 PG 24 � CB DH FN0 HELD - �L o d SIGN VGC VERTICAL GRANITE CURB � r - _ CM = DPW SIGNAL Box 0. 2005 2005 103 SU worksht 2005 103_CPP.dw = MONITORING WELL SGC = SLOPED GRANITE CURB o CCB = CAPE COD BERM N •. 2005-103 0