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FULL HEIGHT �..m' 'm° SECTIONS ji a.... .iY rL�P mms wY HM,cone.. �AS nCRJ it S�C IONi�a� m-r.-zoo. I ' ®npra�ers,um r- Er 7 1�-{-1 7-i-r .f-r E•�-t i-r{ r-� r� t Imo- i� —�r =a 8•�.,i !�.� i.}LT p 9 t II 11 i � � � � � ; y� I• q tfY }7 7_`j_- a} 'I 7 i11 . it Y ��SI. ; �_..J u II t r. ♦ _ J a JY 1 k e S F n 7 v • {I �IL J I: L .. i v 11 Li 55 J J u la� 1 }"-T!-`c'-r•}1{•w-ti-^�--T-e_-�-� y-� -�-•r---p-q---;1--iy I �j'-� �-•�__!_._r•f� y-r•-_ --rr-�.--c,_"••:�- 1'1_x'_�_'r-•—i'� J` i I I I ' _ Ga+oiIlpBi 1 � I I i I I I . I ' I i Wn F._. L,..6.A_il_.4r ..�_. r F Iy,-S..- ..,f L,....... _.i.. .A..F., .1..4.. _ I ..A.-� '...1..9.,.1..A�., ,���j1I,1 HYANNIS HARBOR HOTEL e TITLE LINE 3 'fit•-----•--- Ii - 1, h-T.-:f� L F- T I �r;1-•�i� ---',I!I - li f I 11 FULL HEIGHT SECTIONS '. -1 i^-1(�xf� .1 I I: � '"-'-'� 1 1 `i—q -I•'�-t w' L . Y :1 L J Y Imo.-1Y Y V : Y L NCW GOM9SI� . AS NO:FJ) AP �CTIO Al . �o�aa-zco� 9910`.lV SA I I •�"'-. arc e.+rr..av �° •.,�• nn.aw wn vau �:... �/'�.`-.��. rrs.wo•r�nclE w...i i.�r � � i ii I/_ .� 'T 1$? 1 a u f I i i �1. 1 c.u•q.oau i 1 r f { i � I f il— I. � !i^o ' 1 y+j.•.•, ,I .:,m.r.,on 1I II I �S �� � �� ``I I o'er r ! 1 � � f t 1'K,:i�..,..�.v r... p.- r 3-t -v i 11 T LI 1 I ` �. I rin .ae iJ 1 0 IPA r 3,1I^� 1 ' .0.w ri:: I +'�..s.__ '- .__T �'•�_.-. �� .t '�' - '�•:a'm'cavr'°.sxc*'- r a.aw cxlsun�concmons ra+r_ccunumns �, - HYANNI� HARaOR HOTEL TITLE LINE 3 ..was ywrw:•vm - I 1 I ret� • GULL HEIGHT SECTIONS • i 1 �._a5rN01[D__ a0 CI-IS-RWC sgmen `9 t :/ j TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �� Parcel �— Application# Health Division Conservation Division Permit# Tax Collector Date Issued / 7 Treasurer Application Fee ��d • Planning Dept. �00 Permit Feed f�" Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address Z \� ` �t We! Village Owner C_ Address Telephone CL .T�.. ���`,) � �t�'"' ©�l� ' Permit Request © ©c � es� �P � Square feet: 1 st floor:existing proposed 2nd floor:existing proposed '" Total new Zoning District Flood Plain Groundwater Overlay Project Valuation-14-Z i 4_1-7 Construction Type 1 Lot Size k C.!=�\ i C� �Z Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic H use: Jr es ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑W out ❑Ot r Basement Finished Area(sq.ft.) Bas m t Unfinished Area(sq.ft) Number of Baths: Full:existing ew Half:existing new Number of Bedrooms: existing n w Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas 261,11 ❑ Electric ❑Other Central Air: Yes ❑No Fireplaces: Existing New( °��sExisting wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑nev"size -a Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: c`) C: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ E, Commercial ❑Yes ❑No If yes, site plan review# �T Current Use Proposed Use .BUILDER INFORMATION Name y%\C63�S � � .s, ��C Telephone Number 1.55 lk """Zkcc!,� Address \CJ J �^ h<a 4, wcksy License# c� Home Improvement Contractor# Worker's Compensation# VQCr--J Ocxn AF3Ac>c:> ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO C_ c>, n I V EGG -vC'C ��C �cl,�k C_ \ V\,N- 1 SIGNATURE DATE i s FOR OFFICIAL USE ONLY I PERMIT NO. ` i f DATE ISSUED MAP/PARCEL NO. r _ADDRESS VILLAGE .OWNER M I i DATE OF INSPECTION: i FOUNDATION j ? FRAME _ I f A 1 INSULATION I~ FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL { GAS: ROUGH FINAL i t ' FINAL BUILDING DATE CLOSED OUT t ASSOCIATION PLAN NO. r _ 7— FIRE DEPARTMENTS OF THE TOWN OF BARNSTABLE Fire Prevention Office - Hinckley Building 200 Main Street, Hyannis, MA 02601 . (508) 862-4097 BUILDING CODE COMPLIANCE FORM Plans dated 11 IA?-10( for the property located at 7-/3 Cteet" S lG/zii!r , also known as � have been reviewed byltJ� of the ❑ Barnstable ❑ COMM ❑ Cotuit ® Hyannis ❑ West Barnstable Fire Department. #a0o6 �c .FZ3 THE CHART BELOW INDICATES THE STATUS OF THE REVIEW: TYPE OF CONSTRUCTION DOCUMENT N/A RECEIVED REVIEWED COMPLIES 1. Narrative Report 2. Firefighting & Rescue Access 3. Hydrant Location &Water Supply 4. Sprinkler Systems 5. Sprinkler Control Equipment 6. Standpipe Systems ✓ 7. Standpipe Valve Locations ✓ 8. Fire Department Connection 9. Fire Protective Signaling System 10. F.P.S.S. &Annunciator Location �✓ 11. Smoke Control/Exhaust 12. Smoke Control Equipment Location L/ 13. Life Safety System Features ✓ 14. Fire Extinguishing Systems ✓ 15. F.E.S. Control Equipment Location ✓ 16. Fire Protection Rooms Vol 17. Fire Protection Equipment Signage 18. Alarm Transmission Method 19. Sequence of Operation Report 20. Acceptance Testing Criteria 111 We believe this document to be complete and compliant for the issuance of a building permit. ❑ We have completed the acceptance testing for the occupancy permit and believe that within the scope of the building permit, the above issues are in compliance. lSsgel �� �aI 4re ljit ,Q 17ea /ylmle. S/Mcs, Signat 11-27-'06 12,31 FROM-BUILDERS SYSTEMS,TNC +5087529017 T-339 P002/002 F-573 BUILSYS,01 BJJE ACC CRDru CERTIFICATE OF LIABILITY INSURANCE OATEUIMIDDYYYY) 6l23f2006 PRODUCER (508) 852.8500 THIS CERTIFICATE IS ISSUED AS A MATI ER OF INFORMATION Protector Group Ins.Agency, Inc, ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 100 Front Street, Suite$00 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Worcester,MA 01608-1436 ALTER THE dOVERAQE AFFOROED I3Y THE POLICIES BELOW. I INSURERS AFFORDING COVERAGE NAIC 4 INSUR20 Builders Systems, Inc INSURERA;Acedia Insurance _ �N 135 Southbridge St, PO Box 635 INSURER B:Atlantic Charter �N Auburn,MA.01501 INSURERC� w~- INSURER p: �— INSURER I-: COVERAGES THE POLICIES OF INSURANCE LISTED)BELOW HAVE BEEN ISSUED'rO THE INSURED NAMI„D ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH 7FIIS 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 PAO CLAIMS. POLICY EFFECTIVE POLICY"PIRATION L R I POLICY NUMBER nA F UMIrS UENHRAL LIABILITY EACH OCCURRENCES S 11000,00 A X COMMERCIAL GENERAL LIABILITY CPA0042039-17 7/1/2006 7/1/2007 PREMISES Es gedweITrED a _5 �250.000 � CLAIMS MADE FRI OCCUR MED EXP(An one persu,j b� 6,000 f u PERSONAL&ADV INJURY $ 1,000,000 I GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PE,IR: PRODUCTS-COMPIOP AGG S 2,000,000 POLICY�X I 6CT77 1 LOC �nM- A-U-^T�OMOBIL( LIAB:t ITY. — ! _ COMBINED SINGL&LIMIT 1,000,000 A � ANYAUTO MAA13CO594-15 7/1/2006 711/2007 (Ea accident) � ALL OWNED AUTOS ^� II 0001LY INJURY X SCHECULED AUTOS I (Per Deism) S X HIREOAUTOS BODILY INJURY NON-OWNED AUTOS (Pefacciderl) S - PROPERTY DAMAGE )S (Per a..wdeN GARAGE LIABILITY .-.-. AUTO ONLY-EA ACCIDENT $ _i ANY AUTO OTHER THAN EA ACC $ i _}___.J_ AUTO ONLY: AGG $ EXCE33lUMBRELLA LIABILIYY EACH OCCURRENCE S 10.000,006 A OCCUR �GLAIMSMAOE C.'UA0042041.16 i 71112006 7/1/2007 AGGREGATE $ ^10,000,000 uEOUCTIBL± I $ .,V�� X RETENTION 8 $ WORKERS COMPENSATION Akb WC STATU- H- B EMPLOYER$'VA9ILIY)f Y I�1(7S FR _ ANY PROPRIETOMPARTNERIEXECUTIVE I"CI00048400 7f112006 7/1f2007 5•L EACH ACCIDENT § 1,000,000 ()FPICER/MEMBERExCLUD£D?If I7 yes, E.L.OIS£AS6•EAEMPLOYEE $ 1,000,000 SPECIAL L PROVISIONS Under i below I , _' L.DISEASE-POLICY LIMO? 5 1,000,000 OTHER ! - i i OESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY 64DORS5MENT!SPECIAL PROVISIONS ell operations of insured CERTIFICATE HOLDER CANCELLATION_ SHOULD ANY OF THE ABOVE 0ESCRI9£0 POLIC(4S 0E CANCELLED BEFORE THEE CXPIR�A I NT tl NT C PATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOWER NAMED TO THE LEFT,BUT FAILURE TO 00$0 SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KING UPON THE INSURER,ITS AGENT5 OR REPRESENTATIVES. - AUYhORI2ED REPRESENTATIVe ACORIa 26 t2001/08 Y EJ ACORD GORPOiiATION 1988 r , 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 Building Plans left off for Review All building plans left:off for=the purposes of review for the issuance bf brailiig permit shall v 4e,°oomply with the requirements listed in:ahe State Building Code- .Chapfer 1, section 110:8 ,. Namely: • Buildings;constructed so as to 'involve Chapters:4 - special use''an`d occupancy , and Chapter 9 .- fire:protection systems and Chali & 34 existing°-structures Are required to,submit plans to the fire department. • The.firo-department shall review such plaris wvithih1odays and report in writing to the building. official the approval or disapproval of said plans. • Upon the request of the fire department, up to two 10 day extensions may be granted by the building official. • If such approval or disapproval is not forwarded to the building official in the allotted time frame, the plans are deemed to be in full compliance with the building code. Thank you for your assistance. Fire Prevention 3/99 Business 508-775-1300Emergency Fax 508-778-6448 tp M License: CONSTRUCTION SUPERVISOR Nurnber:A 063913 Bicthdate /1966 E r1 a,0�8� Tr.no: 2685.0 I Restrid 0 i CHRISTOPHER J' a 47 OLD COUNTY `= G- j E SANDWICH, MA t " Commissioner � i The Commonwealth of Massachusetts Department of Industrial Accidents i 1• Office of Investigations i;dN ,f 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly ` C Name (Business/Organization/Individual): u Address: City/State/Zip: G TAV�-, ®�°'5Phone #: ����� �� �`-'_42-1T_`� Are u an employer?Check the appropriate box: Type of project(required): 1.F I am a employer with Zvi` 4. ❑ I am a general contractor and 1 6. ❑ construction employees(full and/orpart-time).* have hiredthe'sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet.t 7 odeling ship and have no employeesThese sub-contractors have 8. [��olition , working for me in any capacity. workers' comp.insurance. , 9: ding addition [No workers' comp, insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.�trical repairs or additions 3.❑ 1 am a homeowner doing all work right of exemption per MGL 11. P bing repairs or additions myself. [No workers' comp, c. 152, §1(4),and we have no 12. . Roof repairs insurance required.] t w, 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 their workers'comp.policy information. lam an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: CL%,k-%C- 'CC Policy#or Self-ins.Lie.#: a&-®0 Expiration Date: Job Site Address: Z�� ��2 ` A 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 up 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 may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby 'y der the pains and penalties of perjury that the information provided above is true and correct Signafore: Date: �� 7- E3(� Phone#: �vC�� �S 4— �l Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: -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 not because 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 permit 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,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the 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,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry 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 of insurance 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 required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-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"Job 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 to 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: The.Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Wagungton Street Boston,MA 02111 Tel. # 617-727-4900 ext 406 or 1-8.77-MASSAFE Fax 617-727-7749 Revised 5-26-OS wwwanass.gov/dia 12/04/2006 12:50 4018493721 NEWPORT HOTEL PAGE 02/02 BUILDERS SYSTEMS 1608809552] 12/04/08 06:®spm P. 002 Town of Barns table nstable Regulatory Services Thomas F.Geiier,Director Building Division Tom Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 42601 www-town.barnrtable.m n.m office: 50$-862-4038 Fax: 508-790-623o Property Owner Must CoMplete and Sign This Section If Using A Builder Or, ,as Ownerlof the subject property t2 art c�S G,L�.et/f "'Re�la3e�yA-T1 of hereby Authorize to act on my behalf, in all matters.relative tov Lk authorized by this building permit applicadon for. (Address of Job) Signature o 1 it Date r��/`�cri2Czy emfAp" print Name Q:I'Orms:erpmtrg PROPOSED ADDITION & RENOVATIONS TO HYANNIS HARBOR HOTEL ��oQP�° GcrFr 213 OCEAN STREET HYANNIS, MA. No.7789 YAM IDU HPORT, MA TH ARCHITECTS OWNER CONSULTING SITE ENGINEERS BROWN LINDQUIST FENUCCIO & RABER HARBORVIEW HOTEL INVESTORS, LLC BSC GROUP, INC. ARCHITECTS, INC, 28 JACOME WAY 349 MAIN STREET, RT. 28 203 WILLOW STREET SUITE A MIDDLETOWN, R.I. 02842 WEST YARMOUTH, MA. 02673 YARMOUTHPORT, MA, 02675 TEL. (508) 778-8919 FAX. (508) 778-8966 TEL. (508) 362-8382 FAX. (508)362-2828 Hn H4Eor Hoel 5 ' I ilillild III II I III ! "II I! 1' I lllmql!llllllllllillll I "J66 [L-------lf­� SUMMARY OF WORK I. PARTIAL DEMOLITION AND RECONSTRUCTION OF EXISTING RECEPTION LOBBY 2. CONSTRUCT NEW ENTRY TOWER ADDITION 3. CONSTRUCT NEW HANDICAPPED ACCESSIBLE LIFT & ENCLOSURE 4, REMOVE EXISTING BITUMINOUS CONCRETE DRIVEWAY AND INSTALL NEW LANDSCAPE PAVERS AND RELATED DRAINAGE COMPONENTS 5. CONSTRUCT NEW RAISED MASONRY TERRACES, STONE WALLS, SITE LIGHTING, DRAINAGE COMPONENTS, AND MISCELLANEOUS LANDSCAPING 6. RE-SHINGLE A PORTION OF THE SIDEWALLS AT THE AFFECTED BUILDING AND CONSTRUCT NEW CORNICE TREATMENT 7. REMOVE AND REPLACE A PORTION OF THE DOORS AND WINDOWS AT z THE AFFECTED BUILDING 8. CONSTRUCT A NEW PERGOLA STRUCTURE OFF OF THE EXISTING LOBBY 9. REMOVAL OF A PORTION OF THE EXISTING DECK AT THE RESTAURANT 7 WORK TO BE COMPLETED BY THE OWNER (NOT IN CONTRACT) g I. PURCHASE AND INSTALLATION OF AWNING ABOVE PERGOLA 2. REPLACEMENT OF THE STEEL STRUCTURE AND AWNINGS AT THE EXISTING RESTAURANT 3. EXTERIOR SIGNAGE PURCHASE AND INSTALLATION ADD ALTERNATE ttl: GENERAL CONTRACTOR TO BID =$ 4. REMOVAL AND REPLACEMENT OF AFFECTED UNDERGROUND SEPARATE PRICE FOR ALL UPPER TERRACE $ RETAINING LANDSCAPE IRRIGATION PIPING WALL WORK AS IDENTIFIED IN DRAWINGS. 5. VINYL WALL COVERING TO BE PROVIDED BY OWNER BUT INSTALLED BY GENERAL CONTRACTOR a }iii r STAMP: OQP Ff?NG�T�o .� O _U ABBREVIATIONS SYMBOLS SCHEDULE OF DRAWINGS d No.7789 AB . ANCHOR BOLT HGT. HEIGHT NORTH ARROW YAAil�D MTA NpORT, A.F.F. ABOVE FINISH FLOOR H.M. HOLLOW METAL TI TITLE SHEET ? M A SECTION INDICATOR AA PROJECT DATA SHEET CT. ACOUSTICAL TILE INSUL. INSULATION - LETTER IN TOP HALF OF CIRCLE ])-� EXISTING CONDITIONS SITE PLAN - ALUM ALUMINUM INT, INTERIOR A3I INDICATES THE SPECIFIC SECTION, BY CAITO ENGINEERING ANOD ANODIZED JT. JOINT THE NUMBER AND LETTER IN THE c m BOTTOM HALF INDICATES THE DWG. C-I PARTIAL SITE DRAINAGE PLAN/DETAILS @ AT LAG. LAG BOLT No. WHICH THE SECTION APPEARS SPI PARTIAL SITE PLAN a BSMT BASEMENT LAM, LAMINATE SPI.I DRIVEWAY ENTRANCE PLAN 45.5 NEW SPOT ELEVATION EXI EXISTING FIRST FLOOR/DEMOLITION PLAN 0 a BIT BITUMINOUS LAV. LAVATORY A1.0 PROPOSED FIRST FLOOR PLAN U ELK BLOCK L. LENGTH 45.5 E EXISTING SPOT ELEVATION AI.1 PARTIAL SECOND FLOOR PLAN U BLKG BLOCKING MFR. MANUFACTURER �i 45 NEW CONTOURS A2.1 EXTERIOR ELEVATIONS =3 A3,1 EXTERIOR ELEVATIONS/CRO55 SECTIONS - Z A BOTT BOTTOM M.O. MASONRY OPENING -_-=45 EXISTING CONTOUR A3.2 EXTERIOR ELEVATIONS - w 6 B.O.W BOTTOM OF WALL MAT. MATERIAL V LEVEL LINE OR WORKING POINT A4.1 TOWER CROSS SECTIONS y U BM BEAM MAX. MAXIMUM A4.2 DETAILS Z COLUMN COORDINATES O REFERENCE CD— BLDG BUILDING MECH. MECHANICAL GRID LINES A4.3 DETAILS - Z CPT CARPET MIN. MINIMUM A5.1 INTERIOR ELEVATIONS =U a a CSMT CASEMENT MTD. MOUNTED 101 ROOM NUMBER q5.2 INTERIOR ELEVATIONS "' Z S CK CAULK(ING) NO. NUMBER O DOOR NUMBER A6.1 FOUNDATION PLAN - O A6.2 FRAMING PLANS/DETAILS CLG CEILING NOM, NOMINAL O WINDOW TYPE El ELECTRICAL FLOOR PLAN m �GOLCLOS CLOSET N.I.C. NOT IN CONTRACT E2 ELECTRICAL.SITE PLAN �— WALL TYPE IEEE! COLUMN N.T.S. NOT TOSCALECONIC CONCRETE O.C. ON CENTER 9 CMU CONCRETE MASONRY UNIT OH- OVERHEAD INTERIOR ELEVATION NUMBERS _ - - CONST CONSTRUCTION OPNG- OPENING - B A6.1 6 INDICATE ELEVATION NUMBER O LETTER WDICATES THE DRAWING CONT CONTINUOUS PNT. PAINT WHERE THE ELEVATIONS ARE CJ CONTROL/CONSTR. JOINT PTD. PAINTED 7 LOCATED - N CTSK COUNTERSUNK PNL. PANEL QI REVISION MARK z DET DETAIL PART. PARTITION - O DIA DIAMETER PL. PLATE ~ DIM DIMENSION PLAS. PLASTER CONCRETE - PLAN OR SECTIONLu J DR DOOR P.LAM. PLASTIC LAMINATE BRICK - PLANS OR SECTIONS O DH DOUBLEHUNG PLBG. PLUMBING CONCRETE BLOCK PLANS OR O Z W DRWR DRAWER PLYWD PLYWOOD SECTIONS _ Lu W C DWG(S) DRAWING(5) P.T. PRESSURE TREATED - PLYWOOD O H N DF DRINKING FOUNTAIN O.T. QUARRY TILE /Jrr�p STEEL, LARGE SCALE - co z (,/) z N DW DISHWASHER REO'D REQUIRED ELEG ELECTRICAL) REF. REFIGERATOR ROUGH LUMBERLu EL. ELEVATION REV. REVISIONS FINISH LUMBER O U z ELEV. ELEVATOR R. RISER - N Q O EMER. EMERGENCY R.D. ROOF DRAIN INSULATION - RIGID z Q O EQ. EQUAL RM. ROOM cy) EXIST EXISTING R.O. ROUGH OPENING INSULATIONS- BATT N r OR EXG. SECT. SECTION } L T1,� _ E.J. EXPANSION JOINT SCHED. SCHEDULE EARTH - .DRAWINGS ARE (/)O EXP. EXPOSED SPEC. SPECIFICATIONS COMPACT GRAVEL REPRESENTATIONAL ONLY - 0 EXT. EXTERIOR SL. SIDELIGHT DO NOT SCALE O FIN. FINISHED STD. STANDARD WELDED WIRE MESH DRAWINGS F.A. FIRE ALARM 54P SHELFOPOLE PROPERTY LINE - F.B.O. FURNISHED BY OWNER STL. STEEL - - - - CENTER LINE - F.E. FIRE EXTINGUISHER SU5P. SUSPENDED - FL. FLOOR(ING) THK. THICK TITLE: FLUOR. FLUORESCENT TOB, TOP4BOTTOM FT. FOOT TOG TONGUEBGROOVE - FTG. FOOTING T.O.F. TOP OF FOUNDATION - FND. FOUNDATION T.O.W. TOP OF WALL PROJECT DATA FURR. FURRED(ING) T. TREAD _ SHEET GAS TYP, TYPICAL GALV. GALVANIZED UNFIN. UNFINISHED ' - G.C. GENERAL CONTRACTOR V.I.F. VERIFY IN FIELD MASS. ARCH.ACCESS BOARD DIMENSIONAL REQUIREMENTS AS APPLICABLE GL. GLASS/GLAZING VIN. VINYL - GR. GRADING VCT. VINYL COMPOSITION PULy SIDE, LATCH SIDE DATE SIDE I0�20�06 - DATE ISSUED: �� GWB. GYPSUM BOARD TILE x pu SIDE PULL SIDE q REVISIONS: . HDBD HARDBOARD VWC. VINYL WALL COVERING q-e e< HDWD. HARDWOOD WC. WATER CLOSET q HVAC. HEATING, VENTILATING, O W. WIDE/WIDTH k. AIR CONDITIONING W/ WITH - *+' PUSH SIDEJd PUSH SIDE HDWR. HARDWARE W/O WITHOUT PUSH SIDE SLIDE SIDE a W.W.M. WELDED WIRE MESH - WD. WOOD e �� .,,.... 0 :T '.ems,;,• •' =Y3g n DRAWN BY: 8D "r PROJECT#: C-0026-06 � I a DRAWING NO.: �s AA �S �a ,I L a_ _ - �• BAY STREET a N 03°10'20'E 421.09 m d �{ �=9401010n z R=35.78' a m L=58.81' a\DommeMs and SettIrW\JP=-RED\0mktcP\ EICV1517.bnp o w 8 � ta: c 4 N 03°20'1 On E 37.14 LOCATI NorTCSNN LE L o . co m AP 326 LOT 35 161 ,933 5a. ft. W 3.7175 acres marAm j N N cD O N z N0TE5: m � 1. ELEVATIONS SHOWN ARE BASED UPON N.G.V.D. DATUM 5H0WN A5 RM I I ON F.E.M.A.FLOODPLAIN ca #2 12- 2 13 40 Lu PANEL#250001 0006 D(MAP REVISED JULY 2, 1992). HYANNI5 HARBOR HOTEL _g - — t� u 2.FLOODPLAIN ZONE A9(EL 10). AREAS Of I00-YEAR FLOOD;BASE FLOOD ELEVATI0N5 AND FLOOD HAZARD FACT0R5 DETERMINED. 3.BUILDING ZONE BUILDING LIMITED B ad°x're j PLAN REFERENCE: yl,x sWiw,Y ftkY...ti tRl...ne �e+l � °ALTA/ACSM LAND TITLE SURVEY° /J/ \arwn area gnx nd lald—n ` Itlt fm:floor elev.= 1 1.34_ !" t� ASSESSORS PLAT 326 LOT 35 p g P 9 `�" � HYANNI5,MA55ACHU5ETT5 tl �ti� - - +� SURVEYED AND DRAWN FOR fenced poolarn 60 fin.floor elev.=8.24 .�--- :� HYANNI5 HAR5ORVIEW RE50RT CONDOMINIUM 1 N! SURVEYED AND DRAWN BY l P.V.C.fawn endosN! MARRIER SURVEYING,INC �„dj.-a parWngarea - NOVEMBER, 1995 SCALE I°=20 4W �. �R - -- ; pw REVIEW COPY pole#43n fin.floor e1ev.= 10.36 - '�'"-= 1 1!11 +�° e�* .40 +ff EXISTING CONDITIONS PLAN Hui 11h.1',l— 516°533j,W h, nup flagpole ` oureoo W,am%,!n st"cl uppy - - H/ �14N�f�'NT� pole#43I23 �wminpiy Pa�'bit i - Ap' shed _ ASR'S PLAT 326.LOT 35 LEGEND tr,n9Gaulcu,bmg(IM.I) 0 C pole►4-3VI22 �.. \ — OM W "-gN wy 1-4HYANW MASSACF rM gn» aM 4'afl oo 4w, �/ .. _ .� PF�AI�FOR NEWPORT HOTEL GROUP PKS PK NAIL SET FNC FENCE 4 ' e„du,p + 26 JA0O6E WAY PKF PK NAIL FOUND 5MH SEWER MANHOLE S 5�44 nmp SMN T role RM=6.09 IDIDL TOWK 1H DE BLAND T EOP EDGE OF PAVEMENT WG WATER GATE / / INV=0.09 Of BC BOTTOM CURBING RRT RAILROAD TIE r$111 9� ' '� bpanmous �� LP LIGHT POLE FF FINISHED FLOOR " 3 JOHN P. 25 SHARPS DRIVE PC POINT OF CURVATURE GRD 4ag 99°33'01 GROUND ELEVATION pole143 PT POINT Of TANGENCY UP UTILITY POLE sewer m6nhoe( oq' bwm�,PA- 0 R 25.3T CRANSTON, RHODE ISLAND POC POINT ON CURVE CB CATCH 5A51N ta>' Q L 44.08' �' oza2o-+�02 - wa HOTEL �1r— 401-946-0300 basins{ fmc 401-944-6009 IT GRAPHIC SCALE pole#4'W re IV + t S' MAY.21XIS 8 1 1nn4-20 R PROJECT NO.: 454.1517 1 r i \ GENERAL NOTES: ` EXISTING PLANTING BEDS I.PLAN REFERENCE: EXISTING CONDITIONS SURVEY AND TO REMAIN TOPOGRAPHY INFORMATION TAKEN FROM PLAN TITLE"EXISTING CONDITIONS.HYANNIS HARBOR HOTEL"PREPARED BY CAITO CORPORATION LAND PLANNERS,MAY 2006. 2.SITE BENCHMARKS: EXISTING FINISH FLOOR AT LOBBY=10.36 SANITARY SEWER MANHOLE IN FRONT OF EASTERLY WIND OF HOTEL RIM 6.09.ELEVATIONS SHOWN ARE BASED ON THE PLAN REFERENCED ABOVE,NGVD DATUM.SEE PLAN BY CAITO CORP EX. ALUM. OR ADDITIONAL INFORMATION. FENCE' EXISTING INGROUND POOL 6. DECK TO REMAIN . CONSTRUCTION NOTES IG'X 18'LEACH SYSTEM i.IN GENERAL,THE PLANS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW EVERY FITTING,CHANGE IN DIRECTION OR INV IN=9.33 GAS FIRED DETAIL OF CONSTRUCTION. FIaE PIT BOT STRUCTURE=5.5 � � - 0'DIA. BOT STONE=5.00 2.THE CONTRACTOR SHALL GIVE ALL NOTICES,COMPLY WITH COVERS TO WITHIN 6"OF GRADE ALL LAWS AND REGULATIONS,OBTAIN ALL PERMITS NECESSARY, OR TO GRADE PER OWNERS 12"ORNAMENTAL FLOOR DRAIN AND PAY ALL FEES ASSOCIATED WTH THE INSTALLATION OF THE REQUIREMENTS (SEE DETAIL) WORK. 'H 7------ -1 RIM=12.64 �d`�3. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS.LABOR, BUILT UP GRADE '- '- INV=10.40 SUPERVISION,TOOLS,EQUIPMENT,FUEL,POWER,SANITARY CRAIG A. N IA'DEEP POOL DECK FACILITIES AND INCIDENTALS NECESSARY FOR THE FURNISHING, FIELD <NEW LAWN BLUEBTONE CAP ( O/1_ /O 7 ELEV. 12.G8� ,P�ERRFORMANCE,TESTING,START-UP AND COMPLETION OF THIS N..38039 ': LEGEND ON STONE WALL l DA OR IMAGE AREA-SEE CALCULATIONS } 6.75'X 9.5'LEACH SYSTEM W/ N-- �- RELOCATE 4.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS BOT BOTTOM (1)CULTEC R-150 CHAMBER 1-------- J GATE - HP HIGH POINT _ FOR THE SAFETY OF PERSONNEL AND PROTECTION OF PROPERTY NV IN=7.00 __ AT THE SITE ADJACENT THERETO INCLUDING,BUT NOT LIMITED _ MIN MINIMUM DOT PIT=6.00 1 Q� TO.TREES,SHRUBS.LAWNS,PAVEMENTS,ROADWAYS, BOT STONE=5.00 6"DIA. - ® STRUCTURES AND UNDERGROUND UTILITIES NOT DESIGNED FOR NEW LOWER X 10.04 CLEANOUT/INSPECTION REMOVAL,RELOCATION,OR REPLACEMENT. PORT TO WITHIN 6" _ 5.THE L_ CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE TERRACEMASONRY Y OF GRADE EX. OUTSIDE BAR MEANS,METHODS.TECHNIQUES,SEQUENCES,AND PROCEDURES PROFESSIONAL LAND SURVEYOR DATE =1 2 J s- FLOOR ELEV. 12 98' OF CONSTRUCTION REQUIRED FOR THE INSTALLATION OF THIS ELEV. 0. 5 TP#1 �, WORK. ��® N o a 0 /� r /� ® O 6.ALL MATERIALS SMALL BE NEW AND FREE FROM DEFECTS AND - GRADING � RAINAVE 30'LONG � ( 7 OF GOOD QUALITY. I SLOPED WALKWAY UP 7.THE CONTRACTOR SHALL KEEP THE PREMISES FREE FROM - `� EXISTING THE ACCUMULATION OF WASTE MATERIAL AND OTHER DEBRIS PLAN ®� SEATING n FOR RESTAURNT o - RESULTING FROM THIS WORK. -I-" s HYANNIS HARBOR I 16 0° �� TO REMAIN 1 EX. COVERED RESTAURANT 8.ALL PAVEMENT MARKINGS.IF ANY,DISTURBED BY __ CONSTRUCTION SHALL BE RESTORED AS PART OF THIS WORK.a EX. LOBBY FIN. FLOOR ----- - HOTEL BUILT UP DECK AREA 9. THE CONTRACTOR SHALL INSTITUTE ALL SAFETY MEASURES ELEV. 10.36 '�I' I �� 1 TO ELEV.1190' � NECESSARY TO PROTECT THE PUBLIC SAFETY. THIS SHALL 12"ORNAMENTAL T R r INCLUDE,BUT NOT LIMITED T0,BARRICADES,SIGNS,LIGHTING, II DA 2 /1 p FENCES,POLICE DETAILS,AND ANY OTHER MEANS AS DIRECTED. FLOOR DRAIN J p 1 2 R N. NO TRENCHES ARE TO REMAIN OPEN OVERNIGHT. ' NEW ENTRY TOWER RIM=Io.1D � ' `7� n I �_ 21 3 OCEAN STREET ADDITION INV=7.50 �a�. / BLUESTONE PAVERS f0.ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE 10"DIA. SET " ONLY AND WERE COMPILED ACCORDING TO AVAILABLE RECORD 1/ FIBERGLASS NEW COVERED o o FROM TIE VARIOUS COMPANIES AND PUBLIC AGENCIES.ACTUAL N COL.-TYP. EX. OUTSIDE LOCATIONS MUST BE DETERMINED IN THE FIELD. BEFORE PLANTING �\ // CO NEW UPPER LEVEL ENTRY TO DINING- DESIGNING,EXCAVATING,BLASTING.INSTALLING,SACKFILLING.BEDS Is�i TERRACE DINING DECK GRADING,PAVEMENT RESTORATION,REPAVING OR OTHER HYANNIS (y ELEV 12.G8' CONSTRUCTION,ALL UTILITY COMPANIES MUST BE NOTIFIED 12.98 HP . INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS MASSACHUSETTS ® PLANTING PLAN. SEE CHAPTER 370.ACTS OF 1963.MASSACHUSETTS. BED y CALL"DIG SAFE"AT 1-888-344-7233. BSC ASSUMES NO EX.PLANTING BED RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF (BARNSTABLE • 8.0 HP EXISTING ~ SIGN UTILITIES OMITTED OR INACCURATELY SHOWN. BEFORE FUTURE 7 48 755 ? ID ® O O D, �� CONNECTIONS,THE APPROPRIATE UTILITY ENGINEERING DEPARTMENTS MUST BE CONSULTED. X X.7.5I z _ 8 40 11.ALL METHODS AND MATERIALS SHALL CONFORM WITH THE EX,O PLANTING BEDS MASSACHUSETTS HIGHWAY DEPARTMENT STANDARDS AND TOWN 7.40 6.00 -_ Ex. FLAGPOLES 12'WIDE -TO REMAIN OR REPLACED--------_- -------- OF BARNSTABLE REOUIREMEN TS.CONTRACTOR TO COORDINATE. fi.20 NEW 8.5 PAVER WALK NM THE PLANNING BOARD'S AGENT REGARDING CONSTRUCTION 7.30 X AM, TO EXISTING SIDEWALK INSPECTION REQUIREMENTS. 7.35 6.31 .6 0 12.PERVIOUS PAVERS TO BE INSTALLED PER MANUFACTURER SPECIFICATION,DEPTH OF STONE BASE AS NOTED ON PLAN.SEE EXISTING BIT.GONG.SIDWALK 8 X 5,87 EXISTING BIT.CONC.SIDEWALK - ARCHITECTURAL DRAWINGS FOR COLOR AND PATTERN.PAVERS 7 26 12'ORNAMENTAL B TO BE MAINTAINED PER MANUFACTURERS RECOMMENDATIONS TO FLOOR DRAIN (SEE LOWLEVEL ASSURE PROPER FUNCTIONALITY. X EX.POWER EX.POWER DETAIL) PLANTINGS POLE POLE RIM=12.64 X 5.20 - 13.ALL UNSUITABLE MATERIAL TO BE REMOVED IN AREAS OF 5'WIDE PERVIOUS PAVER STRIP INV=10.10 DRAINAGE SYSTEMS AND PERVIOUS PAVERS.CLEAN SAND TO REPLACE ALL UNSUITABLE MATERIAL.SEE TEST PIT DATA BELOW "uNI EcosroN0 BY IDEAL - OCEAN STREET FOR SOIL PROFILE. OCT. 20, 2006 CONCRETE BLOCK(INSTALL PER 5•'MOE PERVIOUS PAVER STRIP -MANUFACTURER SPECIFICATIONS) 'UNI ECOSTONE'BY IDEAL - w/1'STONE BASE CONCRETE BLOCK(INSTALL PER MANUFACTURER SPECIFICATIONS) W/1.5'STONE BASE ' TEST PIT AM GRO. EL. 9.3 EST. HIGH GW. 2.5' AO 1-2 INCH WASHED MANHOLE BROUGHT TO FINISH.GRADE CRUSHED STONE FINISHE➢ GRADEE 18" OR WITHIN 6•(TBD BY OWNER)WITH BRICKS OR NATURALLY COMPACTED FILL INDICATES - 18'DIA. REINFORCED CONCRETE GRADING RINGS(FRAME TO CULTEC RECHARGER 150 4 OZ. NON-WOVEN FILTER FABRIC OBSERVED MANHOLE 18'DIA.MIN.MANHOLE FRAME AND C BE SET IN FULL BED OF MORTAR) STANDARD CHAMBER ALL AROUND STONE FILL GROUND WATER (TYP.) - - - 12"SQ.DRAIN COVER rNON-SHRINK GROUT TO GRAIN FINISHED GRADE FINISHED GRADEINDICATES &FRAME �. \\ EL = 5.3 48 UNSUIATETABLE } \/ PRECAS CONC.DRYWE L B MAX \ \ i L 9' MIN. SHORES LP-600-H-10 OR EQUIVALENT \\ \\\ 5/e• \ \ 6' OPTIONAL EL = 3.7 - 66" ' ..: _.. INLET ,1,�-INLET C1 :., _ �r MED/COARSE �OT T =o _ _ \, SAND BSC G V P 3000 PSI CONCRETE(Tn. _ _ �. _ __ - _ - c \j \\\ 18.5' 84. 349 Main Street > S EL = 2.3 ROUTE 20, UNIT D DATE: W. Yarmouth Massachusetts 6"PVC DRAIN PIPE - _ _ _ -- _ -_ _ - - = C C = 1-1/2•WASHED CRUSHED STONE \\ \ 6' MIN. 10/19/06 ® 1:00 PM 0267.3 ENVELOPED IN FILTER FABRIC MIRAFI 1111 / TEST BY: 5O8 778 8919 OR APPROVED EQUIVALENT(TYP.) \//\ //\ \ THE BSC GROUP INC. \// \ \ \ \// } © 2003 The BBC G p,Inc. SOIL EVALUATOR =.6 PVC(SET LEVEL) - ...... _ ;. = ip 24, 22 24' MARK DI SCALE: 1" TYP, TYP, HYANNISPORT HIGH TIDE 0 1.25 2.5 5 ucrzm I OF i-1/2'CRUSHED STONE GENERAL NOTES - 12:30 ON 1 OZ19/06 0 5 10 20 rzn BELOW(EACH PIT,(TYP.) RECHARGER l50 BY CULTEC, INC. OF BROOKFIELD, CT. ALL ECHARGER I50 AMBERS MUST BE INSTALLED IN ACCORDANCE " `' ..:,, ! '..'..:•.' - - .:.' ...,. ..:" WITH ALL.APPLICABLEH LOCAL, STATE AND FEDERALREGULATIONS.E PROW. MGR.: 2'-0' 6'-0' 2'-0' 6'-0' 2-0' REFER TO CULTEC, INC.'S CURRENT RECOMMENDED INSTALLATION GUIDELINES. FIELD: (TYP.) (TYP.) (TYP,) (TYP.) (TYP.) CALL./DESIGN: ORNAMENTAL DRAIN 10' X 18' LEACHING SYSTEM -SCALE.-NONE CULTEC R-150 LEACH SYSTEM CHECK SCALE: NONE SCALE: NONE FILE: DWG. NO: SHEET C 1 - - JOB. N0: 49181.00 D S�QP L E00 O a`c a No 7739 YAP.M r JTHWA A POr�T - c EXISTING PLANTING BEDS TO REMAIN a U LL EXISTING INGROUND ? POOL B DECK TO REMAIN U EX- ALUM. o Z � FENCE' Z U a^ 3x � PROVIDE NATURAL GAS LINE Q U AS REQUIRED FOR EXTERIOR m C LOG SYSTEM. ,ixQ COORDINATE GAS PIPING3 FIELD LOCATE REQ'D w/W/MFR.. - ADD ALTERNATE NO, 1 '■B FIRE PIT AS SEPERATE BIS mB 8' DIA, AS_ GAS_ METAL RAIL O ___ F OM 14* DEEPBLUESTONE CAP S OAS AS I` HE= POOL DECK Z BUILT UP GRADE pN IB" H. x 12° w. ELEV. 12.96',% O i/NEBW LAWN STONE WALL FREESTANDING FCERAMIC PLANTERS RELQCATE EX, ALUM. Q (BYCOWNER, N.I.C.) O� FENCE GATE Lu 0 X 10.04 NEW LOWER ® `� O LLJ MASONRY c- W C Q TERRACE C UJ j ELEV.=Iq.2! ' FL_ EX. OUTSIDE BAR NEW'PERGOLA ABOVE s. CDR FLOOR ELEV. 12.98' co Z p O o O ZQ Lu Z -� z 30' LONG - U SLOPED WALKWAY UP to N N ry N Q LLI Q (MAX. 1.20) EXISTING Z Q O O UPPER WOOD DECK FOR Z Q.. r 1 TO BE REMOVED RESTAURANT Q Q CN EX. COVERED RESTAURANTLu _ _ 1+TO REMAIN } cn � 1 t o------------- NEWa O f UPPER LEVEL EX. LOBBY FIN. FLOOR + BUILT-UP DECK AREA -- TERRACE REMOVE EX. 11 I � TO ELEV. 12.98' F � ELEV. 10.36� f-�_,_ I ELEV.=12.9B'� FLAGPOLE — NEW BUILT-UP P.T. z ? rD4A! i (SLOPE TO DRAINS) 2 IDN.WOOD DECK FRAME 0 O ���222 y#JI TO MATCH EX. C NEW ENTRY TOWER "I--�_� ! ff TYPICAL � � _ FL. Q FINISHES ADDITION - ,! y -' DRAIN PAVERS LANDSCAPE - - L— r `C PAVERS OVER �\\ _ � � � '�--/ � �BERIGLA55 COMPACTED STRUCT. FILL A. PLANTING f a COL.-TYP. NEW LIGHT POLES-TYP. NEW COVERED o 0 BEDS C /-� I _SEE ELECTRICAL PLAN ENTRY TO DINING- EX. OUTSIDE TITLE: �. N'< a (BY�OW ER) � < sPECIFICATIONs. DINING DECK PLANTING ® NEW RAISED STONE WALL AWNING TYPE TO u MATCH RESTAURANT BED w/2" T K. BLUE STONE PROPOSED ■ TYP WA H■ WALL LIGHT - W Q � " EXISTING EX. PLANTING BED � PARTIAL 1 -+ - 7.45 r SIGN o o C� SITE PLAN X EX. PLANTING BEDS EX. FLAGPOLES TO REMAIN TO REMAIN DATE ISSUED: NEW BxB PAVER WALK 10/20/06 LOW LEV�i `, TO ALIGN WITH SIDEWALK REVISIONS: PLANTINGS I- I. ' `EXISTING _ ________________ _---- ___------ d EXISTING BIT. CONC. 51DWALK 8 EXIS ING BIT. CONC. IDEWALK P 8 I EX. POWER EX. POWER EXISTING CURB GUT 2 -6" POLE POLE - X 5.20 e ADD ALTERNATE 91, GENERAL CONTRACTOR TO BID SEP. OCEAN STREET UPPER TERRACE 8 RETAINING WALL WORK. PARTIAL SITE PLAN DRAwNev: d BD �. _ PER ADDENDUM NO. 2 PROJECT#: NOTE: CHANGE ALL PAVERS THIS AREA C-0026-06 I. INFORMATION ON THIS PLAN WAS TAKEN FROM A SITE PLAN TO°UNI-EC05TONE" PERVIOUS PREPARED BY CAITO CORPORATION, LAND PLANNERS, CIVIL ENGINEERS PAVERS DRAWING NO.: � DATED MAY, 2006. 2. OWNERS VENDOR TO REMOVE AND REINSTALL SPRINKLER LINES IN AFFECTED AREAS. B$ 3. SEE DWG. A6.1 FOR TERRACE t STONE WALL LAYOUT PLAN, spi L r ,� STAMP: r I No.7789 I — T YARMOMPORT° I NW 0 I --i— -- --L--�--- I I I I1� L/a 6 z m I j dt f Q a h „ 3= i pU r STAIR TO ® �B / MULCHED PLANTING BED 1 NO. i z I i i I i i ANA•e ONE- O 2 _ - J H O - w Lij I--- w ; I Lu VER Lu Q I C a = (J� � •,ELm C N I I G LORD ' N - ,- -- - - ----- m z Lo Z N CO-a I O z W Z cn LLJ 0U O } Z Q 0 cy) } Lu N ./-12" HIGH O f EXISTING BIT. CONC. SIDEWALK "GARDEN WALL STONE" O BY "IDEAL CONCRETE PAVER CO:' COLOR: GRANITE GRAY Lv EXISTING EXISTING EXISTING P OWER GRANITE - _ POWER - POLE V-O" WIDE PERVIOUS PAVER STRIP POLE CURB - - GRANIITE CURB NG TAPERED - "UNI ECO-STONE" BY IDEAL CONCRETE BLOCK TIRE: SEE CIVIL DWGS. - - EXISTING CURB CUT ENLARGED PAVER SCHEDULE PER ADDENDUM NO, 2 PAVER PLAN COLOR PATTERN NO. I = 8"x8"x23/5' PLAZA PAVERS CHANGE-ALL PAVERS THIS AREA.US PAVERS AT PARKING "QUARRY BLEND" BY " IDEAL CONCRETE BLOCK CO." DROP-OFF COLOR PATTERN NO. 2 = IRREGULAR PATTERN MIX 12`xI2"x2yb`'PLAZA PAVERS 8"xB"x2%" PLAZA PAVERS 4"x8"x2%' PLAZA PAVERS DATE ISSUED: 10/20/06 "VINEYARD,BLEND" BY IDEAL CONCRETE BLOCK CO." REVISIONS: CONCRETE PAVER INSTALLATION I. EXCAVATE AND THOROUGHLY COMPACT AREA TO BE PAVED. ESTABLISH A q0 STARTING POINT. g� 2. INSTALL AND COMPACT BASE IN 2"-4" LAYERS (IY2" PROCESSED GRAVEL OR 4' CRUSHER STONE). • TYPICALLY 4"-6" DEEP FOR WALKWAYS S PATIOS G TYPICALLY 8"-12" DEEP FOR DRIVEWAYS. 3. INSTALL PAVE-EDGE RESTRAINTS DIRECTLY ON THE BASE AND SECURE WITH 10" STEEL SPIKES. s 4. SPREAD COARSE CONCRETE SAND AND SCREED TO A UNIFORM DEPTH OF I" THICK. DRAWN BY. BD PLAN OF DRIVEWAY_ENTRANCE 5. STARTING FROM A q0 CORNER, PLACE PAVERS IN DESIRED PATTERN AND CUT WHERE NECCE55ARY TO FIT. SCALEd/4".I'-o° USE 2%" THK. PAVERS FOR RESIDENTIAL APPLICATIONS AND BYW THK. PAVERS FOR COMMERCIAL VEHICLES. PROJECT#: 6. COMPACT THE PAVERS INTO THE SAND BED WITH A PLATE COMPACTOR OR RUBBER MALLET. C-0026-06 7. SWEEP 15RY SAND INTO JOINTS AND COMPACT. REPEAT PROCEDURE UNTIL THE JOINTS ARE FULL. DRAWING NO.: s P I L r L F� O GRA55 BAY STREET a:RASS IMPERVIOUS COVERAGE CALCULATIONS GRAss r MA TOTAL LOT AREA - 161,932 SQUARE FEET - TOTAL BUILDING AREA - 35,125 SQUARE FEET - - I TOTAL BIT. PARKING d WALK AREAS 74,325 SQUARE FEET - BIT. CONC. 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PARKING - Y,•iii'%i %%ii%.%/s4�%'%s�'%{; •L�%i, '%'"'•i; �,;/; AND DRIVEWAY ,,,:. „'/,.�/;,,,�;i�,���• . iti:-i%;;•""%%•'i.%%'%';ii''.%.�%i:;;"iiii/,• ,'/:,;; // i'.,,, ,, ' iiiiii%////% '„i�%,.,i%//;:i�',�/.;%/ii ,/%/;•;, N GRA55 ;,y;�/,,,,//7/iii;i,� %•i.%�i: /;%.i;. ,i.�' C;i; :!•iii/�%;;%;:; /,. ,%i��t�"%'•,% '.%/„ O LL ,;%,;, i.ji/„•!;,/i;'i•/;ss%'ems'�i i%////ii/,a',�'/i„ ,.,,.;�•i,;,, ;/�� Lu i./v, �/. / /„////!!iiii'% /;; iisji.;%i%%s,%i. ;•. •%i fs�',%%�'.,�;'' s%i '��s%'iii.c',j!ill%;'�fss%i%•ii'•i%!�.%i/i.;a„/,/•i//ss'.;•,,;i.; i 0 z LLI . s s�%' vi.;• „/i•',ii'•%%%'/,%:,i.� /•;. //•,vi/%'•iiii.%� /;/•iii;;%//.,///ii''.6i;:v.%%„%s'%z%%%' i7 "'.,,„/,.i',•.%ss.!;%!;;•/;,%�/i/„/i/i;%%//y%//,�/:;".//%/;„i5i/;//%,„,/'i,„/i/'%i.//,,!,,i,./'•,r'i1%„///,,,,,/,/i,i�/,;,/„//i/,%,„i/.;;/;/ii/%,i;/%///'i,%//,:tip�//n//�/'/.4///s''sii�%i ,//;i/•;/u/�/i,'/;i,/;!/�,!,•;;/,'i%,z;,,/,;;•, //%•.i;.%iis;';„;•i;%/%,i,;; - = W LI-- Wa i � ;%ALuii / Q BIT. CONC. 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GRA55 '�•"i%/ /,;/,,/ii.;--,/„ OC PROFESSIONAL LAND SURVEYOR�DATED. OCTOBER 2005 � 3 S PERVIOUS PAVERS s BEET fCK;i' DRAWN BY: BD PROJECT#: C-0026-06 �a ARCHITECTURAL SITE PLAN v DRAWING NO.: @ SCALE:I'-20'_O• . SPI . 2 Ln r STAMP: U aq� ���OQpUL Fe, �Q cc No.7789 YARW—V'1•S COI .. MA TH 0 U U z w 8 w N �U mz 1 REMOVE PARTIAL WALL _ z Z ' - FOR NEW WINDOW - � _ �U <^ - pU t�� REMOVE EX. EMERGENCY - m f-m p LIGHTING TO BE x UP RELOCATED a E -- --- RETURN Al REMOVE EX. IN FLOOR REMOVE PLUG STRIP FLOUR. I - DN, —I CLG. FIXTURE —�ou i RETURN AIR IN WALL 1 REMOVE EX. L—__— TRACK -- L ---- J OFFICE i/ %�/ J REMOVE RECEPTION/CHECK-IN / Lu RETURN AIR G' // COUNTER _ O O W IN WALL I"I OF IC REMOVE ALL WALL // REMOVE EX. WALL / REMOVE WINDOWS 6 = Lu I� Lu •CLG. FINISHES PROVIDE TEMP.SHORING // 1 I PARTIAL WALL Ll/ w = < A5 REQUIRED IF DETERMINED // / 1 FOR NEW DOORS 6 O X N �2E AS BEARING / F/P TREATMENT W 1-4—NEW 1FOR OPENING // // / / m z Z c' • - FOR 3068 DR. � // EXISTING LOBBY // ® TYP. FLOOR _ HVAC REGISTER REMOVE ALL EX. l ,/�/(�7,1/% G.C. TO PROVIDE _ CARPET/FLOOR SUPPORT FOR EX. - O Z < Z FINISHES N DECK 6 ROOF ABOVE O NOTE: ,(A _ Q z REMOVE EX. CARPET.FLOORING, 'r� / / /W, PAD RI UNDERLAYMENT / /� REMOVE EX. PLANTING Q U O >- AS REO'D. FOR NEW HARDWOOD �// / _ FLOOR INSTALLATION. //// //// BED 6,RETAINING WALL Z Q. O /ATM ///j/ // / > Lu 0 CV m` CL CL Nh UP \\ \\ '/n TIRE: EXISTING REMOVE EX. Nh \y� LINE OF WOOD STEPS FL. ABOVE FLOOR PLAN �y TO REMAIN DEMOLITION PLAN C-- ___---- INDICATES WALL5, DOORS, WINDOWS, ETC. TO BE REMOVED DATE ISSUED: 10/20/06 REVISIONS: 8 a _d 0 EXISTING FIRST FL002/DEI"IOLITION PLAN SCALE:114"=1'-0" DRAWN BY: BD PROJECT#: C-0026-06 DRAWING NO,: EXI L r STAMP: ��`OPPv� fNy/Tc° ROOM FINISH SCHEDULE RESTROOM TILE SPEC CROSSVILLE STRONG SERIES V5 10404 UPE COLOR VS 100 ALMOND WALLS - � (� - - ROOM FLOOR WEST CEILING REMARKS FLOOR 6 DIAG. WAINSCOT TO BE 12.12 Q NORTH SOUTH EAST al CAP TO BE 3x 12 No.Ti 39 LOBBY 3 yi' TaG HARDWOOD NOTE NO. I NOTE NO. I NOTE NO. 1 NOTE NO. 1 V GWB ON 1.3 STRAPPING @ 16" BASE TO BE Gx12 YAAAGCAlT1HP0W,, �+r SEE NOTES BELOW O.C.- PTO w/CLG. MOULDING WA SEE FLOOR PLAN FOR TILE PATTERN 3 y'.T6G HARDWOOD NOTE NO. I NOTE NO. I NOTE NO. I NOTE NO. I GWB ON 1.3 STRAPPING I- I('" HALL � SEE NOTES BELOW O.O.C.- PTO w/CLG. MOULDING GROUT: LATICRETE a39 MUSHROOM 3 y1' TQG HARDWOOD MINIMUM WIDTH JOINTS NOTE NO. I NOTE NO. 1 NOTE NO. I NOTE NO. 1 16' GWB ON Ix3 STRAPPING @ 16" RECEPTION SEE NOTES BELOW O.C.- PTO w/CLG. MOULDING w m 3)'a' TdG HARDWOOD yl• GWB ON Ix3 STRAPPING @ I6" PAINT SPEC.: SUNDRIES NOTE NO. I NOTE NO. I NOTE NO. I NOTE NO. I n SEE NOTES BELOW O.C.- PTO w/CLG. MOULDING ALL NEW 6 EXISTING WOOD TRIM 6 DOORS-BEN. MOORE HC-95 �t / of CER. TILE-5EE NOTE TOUPE //��J///f. O 'R BELOW SEE RESTM=G...W.B.-PTDG.v4.B.-PTD RESTM, SEE RESTM. yi° GWB ON Ix3 STRAPPING @ I6" ! HC TOILET NOTES BELES BELOW NOTES BELOW D.C.- PTO w/ CLG. MOULDING CEILING: BEN. MOORE HC-01 MANCHESTER TAN � U CARPET-SEE SPECS. 2'x2' ACOUSTICAL CEILING Z OFFICE - NOTE NO. IE NO. NOTE NO. I TILE-SEE SPECS WALL: VINYL WALL COVERING w HC LIFT CONC. SLAB G.W.B.-PTD .B.-PTD G.W.B.-PTD G.W.B.-PTD LU U WOOD FLOOR SPECIFICATION o" m Z Z PRODUCT: KENTUCKY WOOD FLOORS U a m AOUATICA BRAZILLIAN CHERRY AND OAK-ALTERNATING PATTERN - Z EASED EDGE NEUTRAL DIST. BY: HOBOKEN FLOORS NEW STOP RE-SHINGLING 781-297-3232 FIXED WINDOW AT THIS POINT m Q m+ FINISH: FACTORY PRE-FINISH (FINISH: T.B.D.) NOTE: IIEI - NEW OPENING . B 6 WINDOW TIT VINYL WALL COVERING ( BY OWNER INSTALLED Up A5.1 8Y G.C.)ON 15"G.W.B. (TAPE 6 SAND ALL EX. DR. B 5EAME) ON UPPER WALL AREA- MOF BEAD BD. PANELS w/CHAIR RAIL - - ON LOWER WALL AREA (SEE DETAILS SHEET A5.1EX ) Iq'-4" N IDR. 4' As,l \\\�\\ NEW PERGOLA ABOVE DN. SUNDRIES qyq POST IN WAIL `NEW WOOD SIL 3 SHOP TO CONC. FTC. BELOW ON EX. LEDGE /(FIELD VERIFY) ` \ l J > G.C. TO PROVIDE MIN. LLJ jpq DISPLAY // 30"X30•X12" CONC. PAD i '. O REFJ // FOOTING BELOW \\ — _ IIO z LU IN 1,4 idFREEZER 1 \ \ \ 2 _ .. w ~ w4 �I SEE NOTE THIS SHEET. � L — Q NEW / \� I _J O -6 w NE ELEV. nw // �As.l 2 I h ``I / 0 � GDWGS. A5.1 \�\ \ NEW VENTLE NE L WER: � I m C,7 z 1 ryt, NOTE: DES NEW FIN. FLOORS\3��� GAS F/P —_h'I,k5oli I III I z Q N 5'-0' \�ELEV IQ. /c- 5EE NOTE 160VE I ��I 5t_ O z 3068 5EE DET. / _ \\` '9 T CE I OpEO W z PROVIDE 315" FIBERGLAAS SOUND BATTS U", ` Q O �• \LEV =TOE I Wql = F— Q Z IN ALL INTERIOR PARTITIONS NEW OFFICE O p/CARPET BY / -\\ \T° ��m -\ ���```\ � \� K W ---- O NEW WOOD BM. 2-I x X9Fi° LVL BEAM\ / +/-3'-6" - f I OWNERS A� 10'-0\PAN A � e B. _—_,-- ----_— OW 7 (CARPET BY NERS) O O N E CV rLil \��/ = LU o - / JfZ/p TE.R \tee` \ // \\\�� / 77 l O NEW WDW // _� �N.CC TYPCAL // O L LANDSCAPE \ � n RT ANDS�t E \ -/ - BED -� / �P VERS QR / - / \� / m ` C ED STR�.- 0ry // P \ CL 0' HIGH WALL VA�ENEDING MACHINE / �\\ / � s \ \�' / �\\ // - n.. ON 4" CONC. SLAB.JFL / � � w/THK. EDGE COORDINATE EXACT SIZE WITH OWNERS EQUIPMENT NEW BLUE$TONE / NEwyME7AL� PIATFORI'V ,/ R IL d STEPS / y� / ON / / / O TITLE: ' .. w/STONE`'VENEER � / � ! �\ 0 RISERS pEE DET.7/A4.3 5,_0' NEW PAVERS / -\- / NEW 11'Y' DIA. METAL PROPOSED FINISHED TO CURB I OF _____/_ RAILING -PRIME 6 PAINT �q° SEE SITE PLAN FLOOR PLAN i0 / A s` o+ / NEW ENTRANCE / As TOWER" _ NEW RAISED STONE WALL SEE DETAILS / w/2'THK.BLUESTONE / L FT HANDICAP CAP' SEE NOTE BELOW PROPERTY LINE < ' NEW lye° DIA. METAL, " . DATE ISSUED: RAILING -PRIME ! PAINT ��o. 10/20/06 REVISIONS: HANDICAP LIFT WOOD FLOOR SPECIFICATION +�-9'- ELECT. VERTICAL PLATFORM LIFT d ffNTF GARAVENTA ACCESSABILITT PRODUCT KENTUCKY WOOD FLOORS R OF MODEL GVL-5W-44 HYDROLIC LIFT w/BATTERY BACKUP AQUATICA § \ - 1341�R SINGLE PHASE, 110 V, ' EASED EIDGE NEUTRAL AN CHERRY ND OAK-ALTERNATING PATTERN e NOTE NO 6 20 AMP DEDICATED CIRCUIT REQUIRED. DIST. BY: HOBOKEN FLOORS . - INCLUDED PLATFORM GATE 6 UPPER 781-297-3232 CEILING AND FLOOR TO BE OPENED FOR FIELD INSPECTION BY STRUCTURAL ENGINEER. CONSTRUCT ONLY LANDING GATE. e AS SHOWN ON STAMPED DRAWING TO BE PROVIDED. - MFG. REP.: 781 545- 0516 FINISH: SAND 6 THREE COATS URETHANE FINISH DRAWN BY: BD 4 PROPOSED FIRST FLOOR PLAN PROJECT#: C-0026-06 SCALE:114"=11_O:I n NOTE NO 2: DRAWING NO.: INSTALL NEW GAS SUPPLY TO SELF VENTING FIREPLACE. NEW UNDERGROUND PIPE FROM RESTAURANT KITCHEN. LOCATION TO - - 'p ETERMINED ON SITE.BE D &&&& FRAME WALLS TO MFR. SPECS: INDICATES NEW,WALL CONSTRUCTION A INDICATES EX. WALLS TO REMAIN 1 . 0 V L r STAMP: EXTERIOR DOOR SCHEDULE INTERIOR DOOR SCHEDULE DOOR SIZE DOOR SIZE NUMBER Manufacturer Model NOTES NUMBER Manufacturer Model. NOTES WIDTH HEIGHT WIDTH HEIGHT ACCESS DOOR BELOW q. OUTLINE OF OI PELLA 7281 6'-O" 6'-0 3/4° PROVIDE ADA LOW 05 CRAFTMASTER CELLINI CARRARA (2 PANEL) 2'-8" O O TOWER FLOOR PROFILE THRESHOLD 06 CRAFTMASTER CELLINI CARRARA (2 PANEL) 3'-O" 6'-B° / O BELOW - PROVIDE ADA LOW 02 PELLA 7281 6'-0" 6'-8 3/4" PROFILE THRESHOLD 07 CRAFTMASTER CELLINI CARRARA (2 PANEL) V-6" 6'-W -_ / 03 STANLEY -- 6' O" 6'-8° TELESCOPING DOOR 08 CRAFTMASTER CELLINI CARRARA (2 PANEL) V-0" PROVIDE ADA LOW 0 CRAFTMASTER CELLINI CARRARA (2 PANEL) 3'-0" -- 04 THERM-A-TRU 5216 3'-6" 6'-8" a / \* PROVIDE NEW P.T. PROFILE THRESHOLD NOTE, ALL INTERIOR DOORS TO BE SOLID CORE MASONITE CANT STRIP 6 C - / EPDM ROOFING DOORS It 2- PROVIDE ADA ACCESSIBLE PANIC HARDWARE, PROVIDE INSECT SCREEN PANEL p r MEMBRANE. WELD TO DOOR 4 - PROVIDE ADA ACCE551BLE HANDLE a / a a I l I EXISTING ROOF 16 ,}g{ BELOW Q - / \ U LL EX \ Z PARAPET BELOW Z FIXED SASH A \ a Z \ M \ 4 SIDES INTERIOR CASING FOR ALL DOORS x w <a -- Z B WINDOWS-FORESTER ttF1531 — x aJ MOULDING (3�4"X3%") Q U td FRONT ENTRY DOOR SIDE ENTRY DOOR TYPICAL INTERIOR DOOR 11 3 EB O TO TERRACE I � DOOR ELEVATIONS ' =CAL E:1/4"=1'-0" B' o" T 0° 7' a' PARTIAL ROOF PLAN _ _ z SCALE:1/4" V-0" _ m ---- z 0 J 0 0 0 00 LU Oz LU WINDOW ELEVATIONSLJU SCALE:1/4"=1'-0" O LU N 2i m z N z cn WINDOW SCHEDULE � O z < z Rough Opening = E W U z Mark ManuFacturer Model TYPE HARDWARE/FINISH Remorks WIDTH R.O. HEIGHT R.O. N U O < A PELLA 2935/2929 FIXED OVER AWNING V-5 3/4" 5'-4" -- TEMP. GL. AT LOWER WDW. z Q O � B PELLA 3541-2 CASEMENT 5'-II 1/2" 3'-5 3/4' -- -- Q 0 N Ill C PELLA 2525 FIXED 2'-1 3/4" 2'-1 3/4' -- TEMPERED GLASS = N UNIT UNIT VERIFY REO'D R.O. W/MFR. O D PELLA ARCHED TOP FIXED UNIT -- SIZE 8'-0' 51ZE 4'-3° -- BEFOR FRAMING CL O O __ VERIFY REO'D R.O. W/MFR. N E PELLA ARCHED TOP FIXED UNIT UNIT 7'-O° UIT 3',_q° SIZE SIZE BEFOR FRAMING . W/I-IFR. O F PELLA - FIXED UNIT -- SIZE T 3'-0" VERIFY REO'D R.O _p• UNIT -- SIZE sae BEFOR FRAMING REMOVE EX. WINDOW REPAIR WALL S A A NOSES: TITLE: NEEDED - I. CONTRACTOR TO VERIFY ROUGH OPENING ON WINDOW SCHEDULE PRIOR TO ROUGH FRAMING. REDISTRIBUTE 2. GRILLES TO BE SIMULATED DIVIDED LIGHTS fk, O EXHAUST DUCTS APPLIED TO BOTH SIDES OF GLA55 w/SPACER BAR BETWEEN GLASS PARTAIL AS SECOND TO R hglN NEW REO'D BY WORK — FLOOR PLAN/ REMOVE EX. WINDOW - F ROOF PLAN C -\ REPAIR WALL AS - NEEDED - o DATE ISSUED: To R R, 10/20/06 MAHOGANY E G.W.B. REVISIONS: ALL SIDES ALL.51DES NEEDED REPAIR EX. RAILING AT 2ND FL AS O k >J EX. BALCON7 NOTE: D L BATHRM FANS: q } 3J RELOCATE /a:_ " D A4 + I"x 10' PVG I° x 6° PVC JI ((�� EXISTING OUTSIDE ti O `a\ v' - - CORNER BD. 3' No.�s`� o _ WINDOW CASING VARIY�•�Il}�PC)Rl; DRAWN BY: s VENTS FIXED SASH - _ REMOVE 6 REPLACE EX. RAILING BUILT OUT w/ gD 2 AT 2ND FLOOR Ix3 P.T. STRAP �" PVC 1 AS REO'D BY NEW WORK - CORNER BD. d° AA AI.I - PROJECT#: C-0026-06 - l" x 10" ASI 1'x PVC - ` DRAWING NO.: WINDOW CASINGL CORNER BD. BUILT OUT w/ PARTIAL SECOND FLOOR PLAN IN P.T- STRAP Al SCALE:I/4"=r-o" TYPICAL TOWER/CORNER BOARD DETAILS ` ZZ�o6 1 �L1 SCALE:I I/2"=I'-0" p L r ` 5/AX BUILT PVOU wMETA /METAL GUTTER C FTRIEZE BD. STANDLI ROOF NG AM - 8'-O" 8'-O" y�4 Cy/ STARTING POINT "A° T� Ix6 ON Ix12 PVC FASCIA �(j Q REMOVE EXISTING WOOD SHINGLES- PROVIDE NEW TYVEK FIXED ARCHED TOP Q` Q AIR BARRIER w/TAPED JOINTS AND NEW PRE-STAINED R6R 'dam W.C. SHINGLES FROM POINT "A° TO POINT "B„ q SASH WINDOWS 16.0 S.F. 41.3 S.F. 3 S.F. n4.1 4 SIDES _ (44.3 S.F.) (,� L RECESSED DOWNLIGHTS STANDING SEAM FXI TIN B II DIN• SIGN � 4.HIN BUILT-OUT SOFFIT 2/METAL GUTTER ETAL ROOF Q.��9 WIT POFTT (COLOR: "MEDIUM BRON7F" BY PETERSEN AL1161NUM) EXISTING BUILDING SIGN S.F. REGISTRATION Y 1 EXISTING SIGN AT STREET 44.3 S.F. EXISTING- SIGN AT.STREETSIGN klf� NEW SIGN Ix6 ON Ixl2 PVC FASCIA EXISTING TOTAL,SIGN AREA AM OUT" 60.30 S.F. 6'_ww.=3 S.F. BY OWNER (N.I.C.) STANDING SEAM METAL ROOF �10 PVC FRIEZE BD. - X O w/METAL GUTTER ^: BUILT OUT �NEW)PRE-STAINED (2-COATS, 10 w m m yi FIXED SASH .C. SHNGLES, i 30.33 S.F.WINDOW BUILT-OUT Ixl2 PVC EXPOSURE nn1 0= CORNER BIDS. PAINTED ) '^ '^ 23.50 S.F. APPLY NEW Z? ALUM. FLASH'G OVER Hyannis _ NEW CONTINUOUS PRE-MOULDED - Ix8 TRIM-TYP, m 2.2 PVC HEAD CAP- 2-PIECE PVC FASCIA CORNICE, PAINTED 0 g ¢ N TYP, Harbor Hotel Ix IO/ 1.16 U PROPOSED SIGN O PRO N FRONT OF POSED SIGN ON SIDE OF BUILDING U - NEW SIGN BY OWNER PROPOSED SIGN ON FRONT OF - Z (N.I.G.) TOWER 30.33 S.F. LL APPLY NEW 1.8 PROPOSED SIGN ON 51 DE OF SUMI"IARY N ❑❑ ---_-- ---- _ _ BUILT-OUT TOWER 23.50 S.F. EXISTING TOTAL SIGN AREA =60.30 S.F. j Z❑ _ �. PVC TRIM PROPOSED TOTAL SIGN AREA -53.83 S.F. - PROPOSED TOTAL SIGN AREA 53.03 S.F. — - PERGOLA w/FLAME RET. NEW LIGHT POLE- REDUd1A6�9Q&E§bN,1c'l�ly€ £OTp),�lE Z� Hyannis LANDSCAPE WALL U ¢o CANVAS AWNING- SEE LIGHTING SPECS.�. Harbor HD BY OWNERS VENDOR (TYP. OF 8) w/2"THICK (N.LC.) CAP-CONTI BLUESTONE Z NUOUS -_-1-`--- ------ EX. RAILING TOP OF WALL m Q G ELEV. 14.48',d, '�� YY ■P 5� " D TOP OF UPPER TERRACE _ • AVG. ELEV. 12A8'-�' ----------- LOBBY --- . ❑ 10' DIA. 24 - A C'ONT. ALUM. D'SPOUTS F'GLA55 2 N ]�TO GUTTERS- COL.-TYP. '°4'1 z TPY. EA. SIDE (PAINTED iv O _ 1 7 — - ❑ Ix8 PVC-TYP. -PAINTEDLu Q Oz W PVC FASCIA-PAINTED - W WALL FIXT.- •` CYY LU N NEW MASONRY I O W F--- NOTE� REPLACE ALL EXISTING 8° HIGH STEPS 24' H.x24" W. CMU BASE - SPECS ELECTRICAL RAISED LETTERING w/STONE VENEER co (n Z Uj RUNNING TRIM w/Ix PVC TRIM I Z NEW VENDING (PAINTED) FROM POINT "A" TO 16' DIA. FIBERGL. PROPOSED ENTRY II O z W Z MACHINE AREA POINT "B" (ONE PIECE COL., TOWER ADDITION l L--------F--J ( , PAINTED-TYP. `---------1 ~ W ` z (SLEEVE THROUTH ST. COOL, - N O }Q O AS REQUIRED) z "FLO-WELL" DAY WELL OR EQUAL >< 0 N FRONT ELEVATION - w/DRAINAGE STONE-TYP OF (2) = N Lu O TITLE: 'EXISTING CANOPY a - METAL FRAME TO BE REPLACED TO MATCH _ EXISTING-BY OWNER, N.I.C. ' NEW GABLE TYPE - - - ELEVATIONS FABRIC AWNING ' TO MATCH EXISTING- HyannI. - - BY OWNER, N.I.C. Harbor Hotel - ❑ o=== i i DATE ISSUED• REVISIONS: ----------- ItIRRV -- . - - — DRAWN BY: BD S. L' ' _ _ PROJECT#: C-0026-06 6 y DRAWING NO.: FRONT ELEVATION A2 , l p= L PROPOSED ADDITION EXISTING STRUCTURE `FN����J� STANDING SEAM - METAL ROOF - - "METAL GUTTER - Q FIXED POINT °B" - .2x 4's @ 12" O.C.-PVC, PAINTED WHITE . SASH WINDOW UNDER FLAME RET. AWNING COVER (L B NOTE: AWNING SHADE BY OWNER (N.I.C.) NO 7T89 Si END POINT OF YARMO T, RE-SHINGLING I SHAPED BUILT UP 4x8 RAFTER'S @ 24° O.G.-P MA WORK FABRICATED-PAINTED WHITE (PROVIDE STRUCTURAL SHOP DRAWINGS BY "ADVANCED TRIM WORK5°, TAUNTON, MA - STANDING SEAM METAL ROOF 'METAL GUTTER I 3"x5' ALUM. O'SPOUT (WHITE) / /A uJ m n RQC� _ ALUM, FLASH'G O z 1 8.8 CONT. CURVED LAMIATED BEAM U LL WRAP A. PVC ALL SIDES, PAINTED WHITE 7 Ir10 CORNER BDS. (N SE OF SE INAR7 LOCATIONCOND SIGN-BY OWNER NEW PAINTED PRE-MOULDED Z CORNICE - SPECTIS UMD 1250 - w (N.LC.) � � � � COPPER FLASH CAP LL p NEW PRE-STAINED � � - - OVER SOLID BLOCKING-TYP. �' tl R4P W.C. 5HINLGES U 5° EXPOSURE) PROVIDE SOLID BLOCKING WITHIN COLUMN ALUM. FLASH'G OVER FOR BEAM TO COLUMN CONNECTION. Z 2.2 PVC HEAD CAP ON - U Ix6 HEAD TRIM-TYP. STANDING SEAM - ` `'" - 3= METAL ROOF HyaR IS - - U /METAL GUTTER Harbor otel 10' DIA..(ONE PIECE) �B NEW PERGOLA rl li FIBERGLASS COLUMN-PAINTED WHITE I Ix6 PVC CORNER BD. I - - BUILT OUT ON 1x3 P.T. Ix3 STRAPPING - 2 PERGOLA DETAIL Z 3.1 SCALE:I 1/2"=1'-C" O _ _ _ NEW 10" DIA. F'GLASS PVC FASCIA \ \\ COLS. (ONE PIECE)-TYP. NOTE: \ \ CUSTOM PVC PERGOLA BY "WALPOLE WOODWORKS" SHOP DRAWINGS TO BE PROVIDED. - J NEW ALUM. CLAD LLI I6' DIA. FIBERGI. FRENCH DOORS - - I O w (ONE PIECE COL.)- \ _ \ TYP. \\ / \ = Lu I-- W PRI AL PI PE RAILING-MED4 PANTED \ / \ - - Ly w TOP OF LOWER TERRACE Y Lu � Q STONE VENEER STEPS _ ;�-_ T II LZI — ELEV.-1010.25' O W V) w/BLUESTONE TREADS _ _ IEIII 'I ILII _ - m z N Z Cn III- 1T_II'll_ TYPICAL STONE WALL I I I I ON CONIC. FOOTING- Q O z w Z SEE DET. 2/A4.2 = Q z Lu PROVIDE COMPACTED 0 U O } STRUCTURAL - z L----J L --_J FILL TO ELEV. NEEDED FOR Q O CO PAVER Z 5UB-BASE TYP. ALL TERRA( RIGHT SIDE ELEVATION AT LOBBY (TOWER SIMILAR AT LEFT SIDE) SEE,CIVIL DWG5. FOR DRAIN _ L N SCALE:I/4"=1'-0" DES GN O • d r � I i TITLE: ELEVATIONS/ CROSS SECTION PERGOLA w/ CANVAS AWNING NOTE: AWNING SHADE BY OWNER 2 DATE ISSUED: 10/20/06 1 - UPPER TERRACE - REVISIONS: I I ELEV:-12.98' 10" DIA. F'GLA55 - - Ix6 PVC \ / COLA-TYP. R CORNER BD. UPPER 2E BTAURANT/BAR E _ y II II T�ri HOTEL LOBBY_FLOOR SLOPE - - - _ - -- - —IT-r1) Ell i_Ifj—II - -- - ELEV.-10.36' 11- � I -1T111� T 1111 IT - DRAWN BY: BD L-L__ - - PROJECT#: LOWER TERRACE r -1 GRADE C-0026-06 ELEV.=T.25' ELEV.=10.25' L,____J DRAWING NO.: - ASSUMED GR. PROVIDE'COMPACTED ELEV.=8.35' g� ^ STRUCTURAL - L t ` CROSS SECTION I FILL TO ELEV. NEEDED FOR [PAVER A3 SCALE:1/4"=1'-0" B-BASE TYP. ALL TERRACES 1 EE IL DW65. FOR DRAINAGE SIGN a= L r STAMP: �pED AqC Q��?OQP�II FEb�Ct P . U No.7789 � rr � YA} dC)UIHPVR TOP OF EX. PARAPET i i f EX. CANT STRIP PROPOSED TOWER w EX. ROOF LINE BEYOND A1,� a 36'x40° NEW CONTINUOUS PRE-MOULDED U ACCESS DOOR � � CORNICE, PAINTED U .. Z REAR TOWER ELEVATION LL e �U o ui ZU <a oxzt11 s u If mar _ g U) 2� I ------ v� EDGE OF - - - w" l-L z POOL DECK - O O C � LA< LOBBY FLOOR,,_ — ~ O ~ -�P LZ W L Q CLu FND WALL O 66 C U3 ON INSIDE OF STAIRS z N Q N VIEW FROM COURTYARD ELEVATION m SCALE IL471'-O° CONT. LEAD O z LINE EXISTING FLASHING ENCLOSED TO LOBBY STEPS = (— �f w z EXISTING LU .. WOOD DECK AT - (n Q } MA50NRY LANDSCAPE COVERED DINING O z Q O 0 PAVERS AREA co } o N Lu .. VERT. MAHOGANY BOARDS-STAINED COPPER FLASHING CAP OVER BEVELED GRAVEL - 6" COMPACTED COPPER FLASHING - I —I BLOCKING CAP OVER P.T. 1.2' PLYWD BLOCKING COMPACTED ' _ TITLE: STRUCTURAL FILL (I III 1 ( LI P ELEVATIONS/ -III—III ! ASSUMED POST CROSS SECTION 0" CONC. WALL ON .<�'- Ix6 PVC 241 02' DEEP I 1= EX.00TING OF DECK ABOVE 0 .. CONC. FTG. - g . m Ix PVC w/90 VERT. @ 16" O.C. 3 I I w0 y ao _ V DATE ISSUED: < - 10/20/06 � REVISIONS: r —I 1 I-1 I El I F 11-1 ° -III—I I —I —I DRAWN BY: � I—IIII i I—I Bo 16" DIA. COL. - —I —' PROJECT C-0026.06 RETAINING WALL AT EX. DECK _ DRAWING NO.: ® (a:)TRIM DETAIL AT ENTRY TOWER A3 . 2SCALE:3"=I'-O' p� L r STAMP: STANDING SEAM METAL ROOF ON FULL COVERAGE - SIMPSON H2.5 CLIPS ICE t WATER5HIELD ON EA. RAFTER . TO TOP STANDING SEAM PL. (TYP EA. END P 5 - 5/5"COX PLYWOOD ( ) METAL ROOF ON - A+�/ AV O.C. EDGES ON I-y'+°x FULL COVERAGE - SHAPED LVL's @ 12" O.C. ICE 4 WACDXTERSHIELD ON TOP PL. / , r 5/6" O.C. EDGES ON (\\ PLYWOOD Ix4 CIA O. Ixl2 PVC EA.SIMPSON H2.5 CLIPS FASCIA BD. EA. RAFTER � � � I'+d"x SHAPED LVl's @ 12° O.C. \ / `\l -------- -- ---- METAL GUTTER ON r- �� Ix12 PVC FASCIA. BO. 14" SIMPSON H6 EA. KING STUD @ ka G.W.B. ON 4 OPENING'TO TOP PL. b" Ix3 STRAPS @ 16" O.C. A,a - ° G,W.B. ON WALLS t GLG.-PAINTED - FIXED SASH WINDOWS C 5 4 SIDES LU m A+.a v a a SIM, SIMPSON 146 EA. STUD �q 2x T8G PLYWOOD ON STANDING SEAM n n 2x0's @- O.C. AROUND PERIMETER OF _ �" TeG PLYWOOD ON TO.BM. BELOW (WALL TO BM)AND � � - - L------------ -----J METAL ROOF ON O 3 FULL COVERAGE U TOWER ! \ 2x8's @ I6° O.C. H7 TO JST. BELOW 8 " G.W.B. WALLS A,s ICE 4 WATERSHIELD ON LL LTP4 @ I6"O.C. (WALL TO JST) ALL EX. WALL SHEATHING 5/8" CDX PLYWOOD / 15° PLYWOOD IOd @ 6'O.C. /6" O,C, EDGES ON z A l +° PLYWOOD SCUTTLE Ix4 PVC ON Ix12 PVC ALL EDGES @ 12'O.C. LIGHT FIXTURE LwL PANEL [If TYP. I "x 16 SHAPED LVL's @ 12' O,C. FASCIA BD. INTERIOR: APPLY SHEETS TOP OF PLYWD. F TOWER PLATFORM 1 - _ _ VERTICAL BLOCK I-' \ TOWER PLATFORM Z Xw I Xw V 16" ov Q= - L NEW Qxb WALL Q=IL 8'-6° METAL GUTTER ON z U ka' CDX PLYWD. Q _ Ix12 PVC FASCIA. BD. w 16" @ 16" O.C. w O z k a z-zxB's <� 3 x Q - EX. PARAPET TO BE - Q - 1 w UNDER WTO WALL STRAP REMOVED O w V I w 0 n EA. END TO WALL BELOW I LU�. - - TYP. WALL ASSEMBLY m Q rr1 Q I EX. PARAPET C514 STRAP xq'-O" In Q NEW PRE-STAINED, 2 COATS, �� BEYOND a ENTER ON BAND JOIST WHITE CEDAR SHINGLES, C 31," TtG'PLYWOOD I (TYP, EA, SIDE OF (5 TXPOOSURE)VEK WRAP ON P 61 O.C. ALL EDGES, TOWER Ya" CDX PLYWOOD ON ALL SUPPORTS. NEW CANT STRIP i',' T4G PLYWOOD 2x6 @ 16' O.C. 2x6 @ I&" O.C._ 2x COMMON ON I I w/EPDM WELD 6" O.C. ALL EDGES, 2XTE D P O.G. EX. ROOF SUPPORTS TYP, EXTEND PLYWD. OVER I IOdLCOMMON ON - EX. ROOF JSTS. 24° 2x10 @ 16"O.C. 3 SIDE OF PERIMETER OF ROOF TOWER (V'I'F•) TOP OF PLYWD. EX. ROOF N .. - �A @T6" O� - _ _ — IRV — — — — O O O Q S W8x13 ST. BM. w/ S - STANDING SEAM DBL- NAILER L( 0' O.C, D (UNDERSIDE) DBL.BLOCK BETWEEN + .(PROVIDE STAGGERED 6'-0' O.C, ALL EDGES, - I- METAL ROOF ON _ ALL SUPPORTS EA.IX.RCtOF JOIST FULL COVERAGE J TO OF •OL, Lu f UNGIJES IPI I I IPA C.OMnON _ + I I ICE 4 WATERSHIELD ON TOP FLANGE I I - I I SHAPED 2x IO's @ 16' O.C. I I 5/8" CDX PLYWOOD O O w FOR kz" DIA, BOLT I I Ex.THRU OLT SHAPED 2x10's @ I6' O.C. � � /6" O.G. EDGES ON W [— W 15'THRU BOLT I - I TO PLATE @ 16" O.G. I I NEW r0 E%. I I I "x 16° SHAPED LVl's @ 12" O.C. N I I TTP-OF 6 EOUAL SPACES _ 4� L-uLU Q IXIO PVC I I rfl I 'ON Ixlb PVC E%.BRG.WALL I � I O � N FASCIA BD. 6 qv m O z z Q11+ L Izb CENTER BEAWATURAL UNIT BATHRf'I. + r_ , QMAHOGANY/ - \V . - I ! I �, QLLJ STAINED 4 URETHANE(INSTALL VERTICALLY NEW 2- xll+ LVL I I I. 1 I I Ixl6 PVC FASCIA. BD. (nI � METAL GUTTER ON LLJ BETWEEN W8z10 ST. BM. ��� _ , ` O AT SIDE WALLS) I' WBx� I 0 U FIXED SASH I 511115ON HWU HANGER I I TO I]OC I I — @UI-6° T2x0_ — zQ O co WINDOW TO ACW8x13 NAILER PONT O.C. z w/DBL 2LNAIS EX..FL JSTS. 2x12 @ 1W Q 0 N V/ x LER O.0 LL (V.I,F.) SPAN 14" +/- EX. 2ND FLOOEX. D FLOOR ll L R O ------- Ix6 CENTER BEAWATURAL O —————- -- MAHOGANY/ 1L/ J SIMPSON LU 5210 \ I / HANGER 201 TO LVL I END OF W8.15 STAINED It URETHANE I I (INSTALL VERTICALLY AT SIDE WALLS) 1BOLT STEEL BEAM x I I I TO EXISTING TOP I I I v A3.2 10'-0" PLATE I 10'-0° TITLE: N O N I r I I I SLEEVED 4° 50. TUBE COL. I - I I I I _ 16" DIA• FIBERGL. I.-: (FDN TO ROOF IB'+/-) I I I I I I I (ONE PIECE COL., z I I I I NEW 4-2x4 OR 4-2z6 (V.I,F.) STUD I I I PAINTED- TOWER POST 4'x4' ST. C L. OVER 4"x4' 50. STEEL IN EX. FRONT I I I TUBE COL. TYP. - CROSS SECTIONS BRG. WALL + UNDER EA. NEW BAY TO CARRY TO FOUNDAThON BELOW I I I I I I I 1 1 A+•� 2x0's @ 16" O.C. I I 1ST FLOOR - DATE ISSUED: —EX. I5T FLOOR — 10/20/06 II REVISIONS: VENEATHO NDT IEN ON WALL CONC.P ER W x48° DEEP J (FILL SOLID) -(T—I -II ON536 x3�6TONE V VENEER P (. �x CONIC fiGP07'"A"�A SEE DETAIL 7/A4,2 ASSUMED I I FOR ENTRY STAIR 4 RAILING EX. FND WALL p`�' QpLUI FF�yyV _ SECTION THRU TOWER A,.3 5CALE:1/2"=1'-0" I I I I U 0 (A DRAWN BY: BD I I I I I I It C PROJECT#: F I I C-0026-06 n I I — J.---I— L l fJ--__—LTI rAF2A60lJiHPOfit DRAWING NO.: I I I I I I h4A SECTION THRU TONER A4 . I SCALE:I/2"=1'-0" Lam 16" WIDE x 2' THK. .��aE� "��y• BLUESTONE CAP- EASED BULLNOSE EDGE-TYP. �y �f.UL FULLY MORTARED TO WALL 2X8 CONTINUOUS LEDGER 16GA. WHITE ALUM CORNICE CAP FLASH BE EXISTING „ . MASONRY LA NDSCAPE Q GRAVEL STOP r PAVERS COMPRESSION STRUT SECURE L W/ "SIMPSON L50 OR A35" _ YAp � ' STAINLESS HOT-DIP GALV — - =° ORNAMENTAL.DRAIN- M ZMAX SEE CIVIL 0cv 2X6 LADDER FRAMING @ 4°2 O C. COMPRESSION STRUT @ STOP INSULATION @ P. T. ': S, •t r STRUCTURAL STONE 3 ——— 12° WIDE _ ` STRUCT LEDGERS. LEDGERS TO 48"O. C. CONTACT MASONRY. (•1j.,`' y1,. (� �Q'n, .^`1, WALL n w m 2X6 CONTINUOUS LEDGER APPLY SURFACE.PROFILINGMORTAR SPECTIS MD1280 CON ACT TAS ECE55ARYL - I — I— � j CORNADC ED ASSEMBLY - 6' COMPACTED I-I I—I —I —I I a5 VERT, @ 32" O.C. 66 .. _ GRAVEL L �4rll I I 0WHITE ALUM FLASHING -�1 -) I COMPACTED r PVC HEAD CASING STRUCTURAL FILL r w p W.C. SHINGLESI- -� II II LIIIl I 1II , oN EXISTING PARAPET WALL I�T-- � ' U ¢^ CONCRETE PAVER INSTALLATION !r �— I� f( DRAIN PVC U r r'3' II ( ( ( I TO LEACH PIT. m Q I. EXCAVATE AND THOROUGHLY COMPACT AREA TO BE PAVED. ESTABLISH A 90* STARTING POINT. C C Ltl.= 2. INSTALL AND COMPACT BASE IN 2° 4' LAYERS (Ikt" PROCESSED GRAVEL OR �" CRUSHER STONE). 3 •TYPICALLY 4'-6' DEEP FOR WALKWAYS S PATIOS r I— �� O •TYPICALLY 8°-12° DEEP FOR DRIVEWAYS. r DEB 3. INSTALL PAVE-EDGE RESTRAINTS DIRECTLY ON THE BASE AND SECURE WITH 10' STEEL SPIKES. —� �� 4. SPREAD COARSE CONCRETE SAND AND SCREED TO A UNIFORM DEPTH OF P THICK. I DETAIL OFCORNACE AT PARAPET 5. STARTING FROM A 90°CORNER, PLACE PAVERS IN DESIRED PATTERN AND CUT WHERE NECCESSARY TO FIT, �' "'''"''" NOSE aas I In--r-o• - - USE 2%' THK. PAVERS FOR RESIDENTIAL APPLICATIONS AND 3%. THK. PAVERS FOR COMMERCIAL VEHICLES. G.C. MAY PROVIDE ALTERNATIVE 6. COMPACT.THE PAVERS INTO THE SAND BED WITH A PLATE COMPACTOR OR RUBBER MALLET. 12" WIDE CONC. FND. WALL TO `.% %i-%' +%%% ?7. SWEEP DRY SAND INTO JOINTS AND COMPACT.' REPEAT PROCEDURE UNTIL THE JOINTS ARE FULL, 's,-1, . 12" BELOW FIN. GRADE IN LIEU - - ; OF FULL HT, STONE WALL. m z 24. r r., O 48"02" DEEP r a5 VERT.@ 32' O.C. \ CONTINUOUS CONRETE J FOOTING-STEP PER ;;%::5:' LJJ GRADE AS NEEDED .'sYGii' a5 HORIZ. @ 32° O.C. O CI Lu LJJ 0 66 = f iv •�I< r�<• ti a5 HORIZ, m z U-) z C/i ' @ 12" O.C. O z Q Z `I, - G� Lu U z SIMPSON H2.S.CLIPS EA. RAFTER � - � - � (CONTINUOUS) 2x BLOCK Cl) LU U O 2 41" Q Q cy) ICE 6 WATERSHIELD z L N SNAP-CLAD CLIP 2 STONE WALL DETAIL = O •4.2 1 I12'.I'-0' ' SNAP-CLAD PANEL O COLOR: MEDIUM - .,w BRONZE BY PAC-CLAD - 'Z' RETAINER STRIP PA-151 GABLE FLASHING SET IN SEALANT w/ 'J' CLOSURE-SHAPED TO ARCH - FIELD-FORM PANEL LEG TO TIME; GUTTER STRAP I.D. OF °J' CLOSURE W.C. SHINGLES (FIELD-FORMED) NEL STUD WALL COLOR BRONZE EMEDIUPrAI FASTENER \ GUTTER FLASHING PAC-CLAD Y PA-111 PITCH BREAK DETAIL 3/4" TURN-UP W/ "Z" CLOSURE - DETAILS PLYWOOD SHEATHING - SNAP-CLAD PANEL ON RAFTERS .. EALANT GUTTER SUPPORT Ix6 PVC DRIP BD. SNAP-CLAD GLI DATE ISSUED: OVER Ix10 PVC'RAKE PA-5 KEEPER W/FASTENERS 10/20/05 BD.-PAINTED SEALANT (AT VERTICAL \ / 30a-ROOFING FELT SEAM 6 UNDER °Z") \ I.12 PVC FASCIA. BD. REVISIONS; Ix2 PVC B� 8' WOULD \ SHAPED PLYWOOD DECKING RAFTER PLYWOOD SHEATHING Ix5 PVC FRIEZE 2. END BLOCK'BD \ s ON RAFTERS ICE 6 - WATERSHIELD ALUM. FLASHING �� DOWN LT. RAKE BD. IB' EA. DIRECTION SE E ELEC. - \, EXTENSION PLAN FOR - IN FOREGROUND LOCATION . I6"a DRAWN BY: Ix2 PVC OVER BD 1.6 V-GROOVE �x E SHAPED PVC HEAD SNAP 5-1 3/4 x PVC BOB. CASING-PAINTED HEADER PROJECT#: g VARIES C-0026-06 .# SEE CRO55 SECTIONS DRAWING NO.: �31ROOF AT WALL DETAIL •<,2 SCALE[3°=r-O" - 4 EAVE DETAIL 5 RAKE DETAIL A4 L, a \cauucxw\tnM'.�w�°wiµ c-ws�oR:.w\-cMm aw-\vmvosm mwmn�io-m.ae<.° - a d A] N mro DA -oG 1 e AN �O me`.> DO - >r I._O. N < Tp Nm 1m AO mz p ?IK O< z'; ym Ap AA - UI,z m1 Kf 73N - z,< p< - Dn p0 U n� u, O - Ap �A A V1 yA m m: of n 3N c) Z mo 3" CLR. l!z" CL R. - z� mw m A —IIII -IIII 1= I=11 I1 _D L _ o u dL <fr r o So 5' p o L V uv IA D D 7 L o JN o o rn n . ° o m o L L o c .•.\ I I I c r O (l L L o r w O J O OL L L Z COL .7 D z • L • � -1 I I-III-I I _ m �� III-III- ; =1 =1 D Ii_ Kx D m '.O'� -m am, m r m m p m �r. m > �rO A< p D zmD°' L\m r m 1 mNs AD O .. '. Lz\ o Az� • -4Nm m 2 D n p D nv1 om O m E z 1E o . MIN. - <�w N m AD iD KID3-1 1m-D Ln - • :. <� OmZ mTD4 > PIER - mm iD36m, fog _pp L . mom 'N Op<D ZmN I w'D Nm-u 01p -Dn Az DIP z� OmZ�A 7m 2 O" D zAr AO—m 1r 3 On O w • mp< mC ZAf c CO Dm m1 - 1m nDm 3zl^ rm 3< vpTpr N. 1pv ' �Oul z�1 pny' z1 nm AO�u- LOAn m zn mwz 1Fa zz DF ZAT 1mm - . 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CLG. MOULDING- ON EX. LEDGE TV (BY OWNER) _ -------- SEE DETAIL A/5.1 J L----------- -----------� YAR GIST F'9 @du VINYL WALL COVERING-TYP. Y B B SHELF B A5.1 A3-I SIM. SIM. LOCATION "A" As.l NOSING ON CHAIRRAILIL Ix4 P f�1•-^: . BEAD q PAN d ELING- w • m m n SEE DETAIL B/A5.1 aq`]j —1 _j T < HEARTH- EX. DOOR 8 CA51NG FIRE PLACE BASEBOARD II 66 SAND, PRIME 6 PAINT ULL ' SEE DETAILS SHEET A5.2 Z w A 1 LOBBY I$ HALL 2 LOBBY As.l SCALE:I/4"=I'-0" ^s.l 5CALE:1/4"-I'-O" - Q Z E m G y A CROWN MOULDING AT CEILING - z t= w"s . \61,11 SCALE:12"=1'-0" O V C - - 51 m Q G AIR CURTAIN HEAT UNIT SOFFIT w/RECESSED SOFFIT w/REr E55ED �E� 5 LIGHT FIXTURES LIGHT FIXTURES - �E� O i �^ 3/4"x1 I/2° MAPLE NOSING-PAINTED Fl, NOTE: PROVIDE FULL DEPTH Ix ■ EGE55ED °B" FIXTURE MAPLE SHELF AT LOCATION °Ix ON EE ELEC. DWGS. ELEV. I/A5.1 ❑ ® Ild j m 2 I/2" CHAIR RAIL-PAINTED O / I CEILING MOULDING SEE DET A/5.1 1 FRONT DESK - FRONT DESK- SOFFIT OU FRAMED I'-5" I L PAINTED-BIRCH VENE LU SEE DETAILS SEE DETAILS SOFFIT PLYWOOD AT SOFFIT SHEET A5.2 SHEET A5.2 connc O O L1J Lv - w Imo— Q 3 LOBBY—ENTRY DOOR - 4 LOBBY—RECEPTION DESK c SOFFIT DETAIL AT RECEPTION DESK O °'S Lv cn as.l 5CALE:I/4"=1'-0" ^s•I SCALE:I/4"=1'-0" 5.1 SCALE:11/2"=1'-0" m z Lo z N 3/5" MDF BEAD BD. QC O z Q PANEL-PAINTED �/= w Z FTYP• 2'PANEL MDF DOOR `l (PAINTED) SEE INTERIOR - N U O } DOORS SHEET A5.2 � N IIII II I !I = N 2 ' PAINT SPEC.: O EX. 3._0" 4 �Asa C.O. as.a GRANITE ALL NEW 6 EXISTING WOOD TRIM 2 DOORS-BEN. MOORE WC-95 O COUNTER TOP TOUPE �e CEILING. BEN. MOORE WC-81 MANCHESTER TAN � ❑ ❑ ❑ I I o ASSUMED 2x WOOD WALL FRAMING ❑ I WALL: VINYL WALL COVERING I SUITABLE FOR WAINSCOTTING- G.C. TO REMOVE EX. G.W.B. -/ FOR ARCHITECT INSPECTION. TITLE: 1/2' QTR. ROUND-PAINTED INTERIOR ELEVATIONS/ FRONT DESK INTERIOR FRONT .DESK. 4 DETAILS As.I SCALEa 1/4"='-O" - ^s•I SCAIEa/4"=1'-0" ^s•I SCALE:I/4" 1'-0"= ^s SCALE:I/4"=1'-O' � - RESTROOM TILE SPEC.: GRAB BAR - - CROSSVILLE STRONG SERIES VS 10404 UPE COLOR VS 100 ALMOND FLOOR C DIAG. WAINSCOT TO BE 1202 1Ix(. MAPLE BASEBOARD-TYP. MIRROR CAP TO BE 3.12 _ (PAINTED) DATE ISSUED: VINYL WALL - 10/20/06 PAPER TOWEL COVERING BASE TO BE 6.12 - REVISIONS: DISP. SEE FLOOR PLAN FOR TILE PATTERN F GR JOINTS OUT: LATICRE s MUSHROOM I 1 1/03/06 a j CER. TILE ON � MINIMUM WIDTH JOINTSTS / ❑ o j $"CEMENT BACKER T HOLDER BD.-TTP. B TOILET PAPER CER. TILE BASE _ __E� PROVIDE BLOCKING - h FOR GRAB BARS, MIRRORS CER. TILE DIAG. FIELD - - DRAWN BY: BD ,35 TOWEL D15P. ETC, .. PROJECT#: C-0026-06 HC TOILET 3 HC TOILET �HC TOILET HC TOILET 3/4" QTR. ROUND-PAINTED A5.1 SCALE:/4"=I'-O" ^s.l 5CALE:I/4'='-0" 4 as.l SGALE:I/4"=I'-0" A5.1 SCALE:I/4"=I'-0" DRAWING NO.: I NOTE: ALL VINYL WALL COVERING TO BE PURCHASED - - /''� 21 BY OWNER AND INSTALLED BY GENERAL CONTRATOR / y TYP. LOBBY BASEMAINSCOT DETAIL n - - - S.1 FULL SCALE A5 . 1 p= L o\y�QP� FiF, DfJ� 5.2 Ikj" THK, GRANITE tEO 5. �COUNTERTOP NO. 89 EQ. EQ. EQ. EQ. HCACCESS Y (HC'TOP EQ, EQ. EQ. EQ. NA I MONITOR I MONITOR MONITOR I V I I OPEN OPEN OPEN OPEN V dS 1'fl (rl Q U U z - Z Ix6 WOOD BASE ADJUSTABLE SHELVES-TYP. IXs" THK. 2"x2' CORNER - s ANGLED PARTITIO DRAWERS WITH Z 11I BRACKETS- BY I. N GUARD = P.C. PULLS R LOCKS G — TYP.J (TYP. OF 4) ANGLE TYP, O MDF BEAD BD. PANEL-PAINTED FRONT ELEVATION REAR ELEVATION m MIA SHELVES/ REF/ ■� 30°Y FREEZER � 3 UNIT LOBBY DESK '■� SEE SPECS. - ■EB SUNDRIES 3 N Z \ \ O 11Y' THK. - 14" W. I)}" THK. P \ \ POLISIS HED GRANITE - POLISHED GRANITE12" J \ \ CTOP w/ BULLNOES - C'TOP LLI GRANITE l lNI \ GRANITE \ EDGE O C'TOP PL LAM L AC SLIDING O Z W PLYWOOD SHE I KEYBOARD = ~1..1 C RECEPTION EDGE BAND Q O 0 N � 4 Ik1 THK. IYj° THK. O o2SL � \ A5.2 ANGLED , ANGLED m Z Cn Z N III \ \ \ — — — — MAPLE --I BRACKETS- Q \ __77 \ DRAWERS WITH BRACKETS- TYP. OF 4) (TYP. OF 4 _ O w TYP: Z \ PULLS 6 LOCKS \ _\ - ADJUSTABLE II = �' Z - SHELF I rI)IlA-GR,OMrlET U3Q ' ` O LU }LL 16' O.C. vADJUSTABLE - - Z � O SHELF O 'll MAPLE EDGE BAND O T ZURETHANE ONLYAs.z CN Lu I I/2°DIA.GROMMET - 0Ix6 MAPLE x6 MAPLE O BASE BASE PLAN VIEW OF SUNDRIES AREACLI CL TIRE: SECTION -,,SECTION MISC, SECTION LOBBY DESK& SCALE:I°=I'-O" � w5s SCALE:I°=I'-O" - INTERIOR kd' THK. POLISHED . - GRANITE � - C'TOP - .- - DETAILS - CROWN MOULDING AT CLG. SEE.DETAIL A/AS.I- DATE ISSUED: 10 0 06 . REVISIONS: SHELVES - MDF BEAD BD. PANEL PAINTED - nDF BEAD BD. .SHELVES - CORNER BDw/WOOD , PANEL ON WALL STUD - /� •/".��"� 6xB PINE MANTLE- O ANTIOUE HEART- N _ C SNK 4 PLUG MICROWAVE - - LAG BOLTS + STONE EV NEWS �j - EXTERIOR D MATCH DRAWN BY: BD N 2° THK. s BLUESTONE HEARTH PROJECT#: C-0026-06 4 REF./ cv - DRAWING NO.: ? FREEZER UNIT 4 SUNDRIES 8 A5.1 SCALEd"=I:_D,: - - - SUN DR I ES A5 , 2 � � g 5.� SCALE:I/2"-P-O" FIREPLACE - DETAIL R, SCALE:I/2"=I'-O" L p r STAMP: ARC ' ���QOQpUI O 2� �O Iv Nto..77789 EXISTING POOL DECK c m \ / U o '\ v u LL \ U z M.3 Zvi 51M. 2 '0=1 0 5 �B 50 2� ---------------------s - t------ _------- - I - _ z I 0 -------- 16----------- _ I J 1 I. Lu I O W I-- W C W C Q r-----------------J I tti X W F_ CC :o I L__ I O W = N G - q�_4,� _i I In z (n z L' I I O z w3a W z Q EXISTING 20'_q. _J _ ~ W U LOBBY Q U Q } CONC.FOUNDATION o z Q O cy _ FOUNNDATION m WALL Q Q 0CV o } W wca > R3q, m I - tom( I I 4'-4. / i / I I TIRE: ( o I ./ --l( / �,71 --- 6' 7 I FOUNDATION PLAN - " REINFORCED CONCRETE FOOTING DATE ISSUED: v _ -- ----------- —� v 10/20/06 F REVISIONS: a \ CU y REINFORCED STONE WALL RAISED PIER p 24"Y24° AT 12" ABOVE MAIN WALL-TYP. g - _ DRAWN BY: , FOUNDATION PLAN BD SCALE /4"-I'-0" PROJECT#: :I C-0026-06 - DRAWING NO.i PROPERTY LINE Y A6 .11 L p C Q�OQOQF UL FE�,�'r�� ELECT. VERTICAL PLATFORM LIFT GARAVENTA ACCE551BILITY MODEL GVL-5W-44 HYDRAULIC LIFT w/BATTERY BACKUP �-- SINGLE PHASE, 110 V, - 20 AMP DEDICATED CIRCUIT REQUIRED. D !O.%78g11111! INCLUDE PLATFORM GATE 4 UPPER ` LANDING GATE. Y1T, MFG. REP.:GATE. 7151 545- 0516 EX. BEAM i T'�`� OLLBRG (V.I.F.) I @ z Z EX. I5T FL. K / EX. 2x 12 JSTS .i ^�x� DROP BM. /( / .. / - Z 5'S � 2-I414 xlta" LVL ///�������,/// m PAVERS 4-2x4 STUD Z EX. FND WALL - // / POST-ALIGN UNDER WS's-TYP. In rEl BELOW / m I C DRILL 4 GROUT \\/ // .B 2-u4 @ 12" O.C. HORIZ. - IlrMI � i I II iiLT TI I I I - --••• � / . 11-1 I I ISilj - �Im—°.1111r I-111. lu—liu—i 4° THK. - -III- CONIC. SLAB 2" RIGID INSUL. / /m` // z ., 6° COMPACTED GRAVEL (2)LIFT DETAIL Hss xq 4 3 \ / --__-- 2ND FLOOR BRG. O TOWER FLOOR FRAMING AT EXISTING 2ND FLOOR we.,\. _ WALL ABOVEui ^�•� 5CALE:I/2°=I'-0" SCALE:114"=1'-0" B A4 O ` w ~ Q YY ELECT. VERTICAL PLATFORM LIFT - � H554x4 O W � N GARAVENTA ACCESSIBILITY ~ MODEL GVL-SW-44 HYDRAULIC LIFT w/BATTERY BACKUP - A 1mLi z C/� z N z SINGLE PHASE, 110 V, ^' 20 AMP DEDICATED CIRCUIT REQUIRED. Q z LLI INCLUDED PLATFORM GATE 4 UPPER _ �' Q U Z I MFG. REP.:A7BI 545- 0516 N U O } 0 z p co 0 N 8 = v) a p d. PROVIDE DEL 2x BLOCK BETWEEN 51MBON C514 STRAP - EXISTING JOIST EX. 1ST FL, AT EA. END OF ` (MATCH EX. JST. DEPTH) TITLE: DBL. . S EXTERIOR DBL 2 POST DOOR BELOW .. \ 'a � 2-2xa's TOWER f UNDER WALL L l PAVERS ABOVE i FLOOR FRAMING PLANS/ EX. FND WALL / `\'/ / /—. EX. BRG. WALL DETAILS SOLID 2.8 BLOCK _ / \BELOW / BELOW WALL ABOVE U. ^ - DRILL t GROUT - - O 2-a4 @ 12" O.C. HORIZ. T II ir�u—n —li / DATE ISSUED: 10/20/06 REVISIONS: C ` "L_I1I—riGll CONC.C. SLAB B _ EX. BEAM d A4 d - 2" RIGID INSUL. BEe ��� �l B (V.I.F.) 6"COMPACTED GRAVEL - A4 DEL STUD UNDER EXISTING BEAM EA. SIDE (2)LIFT DETAIL q (TYP) DRAWN BY: BD A`•l 5CALE d/2•_I'-0" A4' 7 - 4 _ PROJECT#: 4. C-0026-06 SLOWER UPPER PLATFORM FRAMING PLAN DRAWING NO.: � TOWER PLATFORM FRAMING AT EXISTING ROOF A6 . 2 e SCALE:I/4"=1'-0" L"" ELECTRICAL SYMBOLS o�5� PULFFNy/lam A G p DELETE. LL CLOCK STANDARD DUPLEX RECEPTACLE OUTLETS TYPE 'C' (f) CFI GROUND FAULT PROTECTED RECEPTACLE TYP, OF (4) RECESSED FIXTURE F- V OUADPLEX RECEPTACLE COORDINATE LOCATION w/ TYP. OF ( ) 3 CEILING OR WALL FIXTURE DES GNERTERIOR O'�a� . MA y�y�A�L SCONCE FIXTURE UP n 12 ` M \J 72 FL.TO SOT.OF FIXTURE Ip - UNLESS NOTED I Hyannis FAN/LIGHT COMBINATION c c Harbor HOL21 S SINGLE POLE SWITCH - / o EMERGENCY REMOVE EX, 6 EXIT TRACK LT, C �/ LIGHTING G w aTV CABLE TV JACK 6 DN. \ --- ----"_ '----' DISPLAY� SIGN RELOCATED\ G _ 2 EA.-FLOOR OUTLETS yA • C O SMOKE DETECTOR FREEZER ` \ ` G w/BRASS COV R i EI .6 (FIELD R) / _ PD Q i CLOCK OUTLET RECESSED ,�--Ss' /�G S= , / O w/OWNER) / U IN WALL 0 5'-0:A.F.F. O RESTRM \ V I _ GT5 COMPUTER DATA LINE&JACK - 1 CAT5 I / _ ID ® Z Hj OE ,PHONE TELEPHONE G \— GFI491 G j I CAT G n TV i uA\\ _ I TYPE 'E" FIXTURE U SSg ` B I L4B&Y q /f�� \ 1 �s� (Ttl P. OF 4), (3 E GT5 F 3 1 68 !T 1 , �? '� 1 48 L. FLOURESCENT Z N / I I 1 TWO LAMP STRIP V w n _ I I (��`•/1 (�/ I / C \I/ WARM WHITE Z a il- G UON AD R UTL GS I I /'' l EACH WALL) 3=. PROVIDE CUNTER AIR CURTAIN \\\��� 3NEW,O FI-E ' CAT B (4 EA) \ ENTRY DOOR I TERRACE A I r------- -------"1 m ���\\ �\���� I DEB o 5 ' / / EXIT PROVIDE POWER SIGN FOR -5TELESOPING EC h 2 DOOR-SEE SPECS. I �E� I PROVIDE NEW '1� \-\ S$i �/ OUTLET FOR NEW 2'X2' ACOUSTIC VENDING MACHINE- TILE CLG. SYSTEM ' / - / A// I N COORDINATE /VENDING CO. h �7 \ - I z FOR ELECTRICAL I I A / /' /`� /// `I O REQUIREMENTS I ,' --.� , , C \ A / I , 1-kl I I Y LINE TYPE "A' FIXTURE ILL]ABOVE SOFFIT (TYP. OF 3) I— O SOFFIT DOWN LIGHTS O z Lu �'------ i0_ \ — / A / \ / Lv LL t— Q — / /' UPPER TONER LIGHTING PLAN p o'6 cn FIRST FLOOR ELECTRICAL PLAN / - - SEE E' SCALE:I/4°=P-O" z cn z SCALE:I/411=1'-0" _ _ _ _ _ / HANDICAP LIFT /�SHEET E2 O ,z/ w z / ELECT. VERTICAL PLATFORM LIFT \ , _ E Q U z GARAVENTA ACCE55ABILITY W / MODEL GVL-SW-44 NYDROLIC LIFT U O } /BATTERY BACKUP IS PROVIDE (3)-WALL MOUNTED "A° Z Q SINGLE PHASE, 110 V, FIXTURES AT FUTURE SIGN z Q O _ 20 AMP DEDICATED CIRCUIT REQUIRED. ABOVE-SEE ELEVATIONS - INCLUDED PLATFORM GATE 4 UPPERcl LANDING GATE. Lu N MFG. REP.. 781 545- 0516 = N ELECTRICAL NOTES O GENERAL NOTES, O THIS ELECTRICAL PLAN 15 DIAGRAMMATIC ONLY AND PROVIDE FOR LOCATION PURP05ES ONLY. 1L/ .. ELECTRICAL CONTRACTOR SHALL PROVIDE ANY REQUIRED ELECTRICAL SUB-PANELS, BRANCH WIRING, SWITCHES AND ALL OTHER ELECTRICAL REQUIREMENTS FOR A FULLY FUNCTIONING SYSTEM. A SITE VISIT TO REVIEW EXISTING ELECTRICAL DISTRIBUTION AND MAIN DISTRIBUTION PANEL 15 REQUIRED. LIGHTING FIXTURE SCHEDULE 1. ALL LIGHTING FIXTURES SHALL BE PROPERLY INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES. TIME; 2. VERIFY ALL DIMENSIONS AND PROPOSED LOCATIONS OF ALL EQUIPMENT PRIOR TO ROUGH IN WORK. REPORT CONFLICTS TO THE ARCHITECT AND ENGINEER. FIXTURE WATTS MOUNTING DESCRIPTION MFG. CAT.NO. - - LAMP REMARKS - 3. VERIFY EXACT LOCATIONS OF ALL DEVICES WITH THE OWNER AND ARCHITECT PRIOR TO ROUGH IN WORK. THE ARCHITECT RESERVES THE RIGHT TO RELOCATE OUTLETS TO COORDINATE WITH EQUIPMENT, FURNITURE, ETC. CEILING, PENDANT, WALL SCONCE, E.C.SHALL CARRY A 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, STATE AND LOCAL CODES, RULES AND ORDINANCES AND A T.B.D. WALL MOUNTED CEILING DECORATIVE T.B.D. T,B,D. T.B.D. FIXTURE MATERIAL ALLOWANCE OF b ALL OTHER APPLICABLE CODES AND STANDARDS. ELECTRICAL OR RECESSED OR RECESSED (SEE ADDENDUM NO.1) 5. THE CONTRACTOR SHALL SATISFACTORILY REPLACE OR REPAIR EQUIPMENT OR ANT.PART OF THE STRUCTURE DAMAGED A5 A RESULT OF SOFFIT LIGHTING/ 302 MRx NON-IC THEIR WORK. SURFACES AND FINISHES SHALL BE RESTORED 70 MATCH ADJACENT AREAS, PLAN LIGITOLIER 30OX SERIES MRI6(12 V) PROVIDE THE TRIM KIT STRUCTURAL 6, PRIOR-TO CUTTING OR DRILLING ANY STRUCTURAL MEMBER THE ELECTRICAL CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM THE B SO W RECESSED RECEPTION DESK FRAME IN.KIT STRUCTURAL ENGINEER FOR THE PROJECT. EXTERIOR SOFFIT LIGHTOLIER CALCULITE- C71OMWEI/WHN PROVIDE WITH STEPPED WHITE BAFFLE 7. ALL WIRE SHALL BE COPPER AND SHALL BE INSTALLED IN CONDUIT(EMT OR RSC) WHERE RUN EXPOSED IN UNFINISHED AREAS OF THE C 10O WATT MH. RECE55ED RECE55ED/WET LOCATION METAL HALIDE 7'APERTURE EDI7 00 WATT MH. AND WHITE FLANGE BUILDING. IN FINISHED AREAS OF THE BUILDING THE WIRING METHOD'MAY BE TYPE 'MC" CABLE WHERE RUN CONCEALED ABOVE CEILINGS 9 WATT LANDSCAPE AREA LIGHTS - ARCHITECTURAL AREA ASL7-RD-CRO55-CROSS CF 9 AND WITHIN WALLS. IF WIRING HAS TO BE RUN ON THE SURFACE IN FINISHED AREAS THEN WIREMOLD RACEWAY SYSTEM SHALL BE USED. D RECESSED WALL OPT - A COPPER EQUIPMENT GROUNDING CONDUCTOR SIZED PER THE NATIONAL ELECTRIC CODE OR LARGER WHERE CALLED FOR ON THE 2 PIN WITHIN STONE WALL LIGHTING COMPACT FL. MATERIAL/FINISH,MAL(MATT,ALUM.POWDER COAT) DRAWINGS, SHALL BE INSTALLED IN ALL CONDUIT RUNS AND WITH ALL WIRING RUNS. PROVIDE EMT CONDUIT t WIRING REQUIRED BY 8, ALL MATERIALS SHALL BE U.L. LISTED. DATE ISSUED: MFR.AND ELECTRICAL LOADING 9• ALL LIGHTING FIXTURE CIRCUITS SHALL HAVE AN INDIVIDUAL NEUTRAL FOR EACH PHASE CONDUCTOR - COMMON NEUTRALS SHALL NOT BE 10/20/06 WALL MOUNTED STRIP FLUORESCENT LIGHTOUER SD45248140/I20/50 USED. E AT UPPER TOWER AB'LONG HIGH OUTPUT 2-TI2 WO PROVIDE WITH WARM WHITE LAMPS 10. ALL BRANCH CIRCUITS SHALL BE SIZED IN ACCORDANCE WITH THE N.E.C. 210-19. REVISIONS: ACOUSTIC CEILING FLUORESCENT LIGHTOUER - - II. WHERE GROUND FAULT INTERRUPTER RECEPTACLES ARE.CALLED FOR IN TOILETS VERIFY AND COORDINATE EXACT LOCATION WITH ALL 10/30/06 F 32 WATT 2.4 RECESSED ALTER SMARTVISION OV526POB23212005 2-T6 MIRRORS AND TOILET ACCESSORIES AND RELOCATE RECEPTACLE IF REQUIRED TO AVOID PLACEMENT OF ACCESSORIES WHERE CALLED FOR d BY THE ARCHITECT. VERIFY NEW LOCATION OF RECEPTACLE WITH THE ARCHITECT. Q 11/17/06 d G 100 WATT RECE55ED INTERIOR RECESSED LIGHTOLIER IIOODICM 100 W REFLECTOR,1113 SPECULAR CLEAR 12. .ARROWS ON EXIT SIGN INDICATE THE DIRECTION OF EXIT NOT THE REQUIREMENTS OF ARROWS ON THE SIGN, THE ELECTRICAL VARIOUS LOCATIONS 6%'LYTECASTER (INSULATED CS.HOUSING) BRAID .TRIM.WHITE - CONTRACTOR WITH THE ENGINEER SHALL REVIEW THE REQUIREMENTS FOR ARROWS AND THE DIRECTION OF SAME ON SITE AFTER EXIT POLE MOUNTED POLE MOUNTED - ARCHITECTURAL AREA UCS-5R-5TR-7OnH- SIGNS HAVE BEEN INSTALLED.. IF ADDITIONAL ARROW5 OR REVISIONS ARE REQUESTED BY THE INSPECTOR THEY SHALL BE MADE WITH NO H 70 WATT nH. PR3- BLK w 70 WATT PROVIDE PCVS CURVED ARM ADDITIONAL EXPENSE THE PROJECT. SITE LIGHTING /CURVED ARM LIGHTING 3RB(POLE) METAL HALIDE � � 'f 3. ALL EMERGENCY LIGHTING WIRING SHALL BE 10 GAUGE COPPER,.TYPE MC CABLE OR WIRE IN EMT OR WIREMOLD RACEWAY. INSTALL CEILING RECESSED EXHAUST FAN MIN.IIO CFM GROAN NUTONE -SEPARATE RUNS AS INDICATED - DO NOT COMBINE WIRING RUNS. 1 N/A T.B.D. Njq VENT DIRECT TO OUTSIDE- ELECTRICAL CONTRACTOR OR APPR.EQUAL TO PROVIDE CUT FOR ARCH.REVIEW 14. THE ELECTRICAL CONTRACTOR SHALL REVIEW THE WORK OF ALL OTHER TRADES AND SHALL COORDINATE THIS WORK WITH THE OTHER TRADES. VERIFY ALL WORK REQUIRED UNDER OTHER DIVISIONS OF THE CONTRACT DOCUMENTS AND INCLUDE ALL REQUIRED ELECTRICAL DRAWN BY WORK AS PART OF THIS WORK, : 8D 15. PROVIDE FOUR SETS OF SUBMITTALS OF ALL EQUIPMENT FOR REVIEW AND APPROVAL AT START UP OF PROJECT. 16. PROVIDE U/L LISTED FIRESTOPPING WHERE AND AS REQUIRED BY THE ELECTRIC AND BUILDING CODES - MINIMUM RATING SHALL BE 3 PROJECT#; HOUR. 17. NO ATTEMPT HAS BEEN MADE TO SHOW ALL NUTS, BOLTS, SCREWS, ETC. REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL C-0026-06 h� PROVIDE ALL HARDWARE LUGS CONNECTORS HANGERS MISC. EQUIPMENT AND ACCESSORIES, ETC. AS REQUIRED FOR INSTALLING THE EQUIPMENT SHOWN, ' DRAWING NO.: 18. WHERE 2 OR MORE ITEMS OF THE SAME CLASS OF EQUIPMENT ARE REQUIRED, THESE ITEMS SHALL BE PRODUCTS OF A SINGLE b MANUFACTURER. y - 19. ELECTRICAL CONTRACTOR SHALL REVIEW ALL MANUFACTURER'S REQUIREMENTS AND PROVIDE ALL ELECTRICAL REQUIREMENTS FOR, BUT & NOT LIMITED TO THE FOLLOWING, A. ELECTRICAL FIREPLACE B, AUTOMATIC DOOR OPENING SYSTEM C. SUNDRIES ®fp@ REFRIGERATOR/FREEZER UNIT INCLUDING DEDICATED CIRCUIT. �g¢$ 20. ELECTRICAL CONTRACTOR SHALL CARRY THE FIXTURE ALLOWANCE OUTLINED IN ADDDENDUM NO. I DATED NOV. 2, 2006. E I 9� L I � o Q �zaurrsrr�,g' ADD ALTERNATE NO. I �� i t MA ALL WORK WITHIN THIS DASHED AREA AS SEPERATE BID i i a D X X X X w n dd o a U 5 o N E I <o F : — D � � oL) _ c � �- I .F=4 I Iif —IJI - -�- I- z SE DwG�'yL�I E-, I I II -------------- I J ' TE�2RACE —I--I D I O Z W _ I IM -� � W paste cozc~n Zvi TO 5 AT / J / /!`Il I O Z if OFFICE AREA /~_ `\ `Wl z / I z ,TO 5 AT --//' / I r , Q D N OFF I E ARt/A \�� 1 I W O CL NEW LIGHT POLES-T7P. — O / — — (TTP. 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