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HomeMy WebLinkAbout12-03 Medics USA - Gore - Back Creek - BackfilePARCEL 28-A-14 _\ ! COMMERCIAL I ,/ I 1 EXIST NG TREES MIRE MEDIUM CANOPY y�C/) '.� 1 I: I ROk 0' > W . ,�� \ •� r Q; I p �� W I ! W' C U) 0 - PARCEL 28-A-63C ' f EXISTING GREEN AREA INDIGENOUS GRASSES N W MARKINGS & \ SCOPE OF WORK � SITE / PARKING/LANDSCAPING IS EXISTING TO REMAIN GENERAL MAINTENANCE / REPAIR & RE-FURBISHMENT ONLY 1.-INTERIOR: RENOVATION OF EXISTING BUILDING 2.-EXTERIOR: GENERAL REPAIR/PAINT ADD SIDE EXIT DOOR 3 NEW REAR WINDOWS ENCLOSE EXISTING REAR PORCH 3.-SITE / PARKING: EXISTING TO REMAIN GENERAL MAINTENANCE / REPAIR IRE -FURBISH OF EXISTING FACILITY AREA TABULATION LOT AREA: 7.869 ACRES 342,773.64 SF 100 % EXISTING BUILDING FLOOR AREA 984 SF Addition (under existing porch-6 % increase) 66 SF TOTAL FLOOR AREA 1,050 SF TOTAL GROUND FLOOR BUILT AREA 1,050 SF 0.3 % TOTAL EXISTING PAVEMENT tarmac (existing parking lots) 6,109 SQ.FT. 1.78 % TOTAL LANDSCAPED AREA (EXISTING/NATURAL) 97,9 % TOTAL WOODLANDS DISTURBED N/A OTAL PARKING REQUIRED 5 SPACES PROVIDED (EXISTING) 9 SPACES (2 HC) ' -� f ' &SHRUBBERY PLACEMNT/REPOSITION EXISTING ' a ', � `� � NC.WHEEL STOPS GREEN AREA , GRASSES i E OF EXISTING N�H F EXISTIN,Z T PAVEMENT A ALT PAVEMENT } ARKING I ! �� EXISTING FLAG POST W S CES(EXISTG.) I 2 PARKING O W I -' ; I i SPAC S(EXISTG ; _EDGE OF EXISTING a '� ASPHALT PAVEMENT :` 8' EXISTING CON I EXISTING 48" WIDE 1 { I WHEEL STOP , ; - , CONCRETE WALK WAY — --- VIP a E IS� IN G PARKINGILOT EXISTING TOTAL - i EDGE OF EXISTING PARKING SP CE -�.�r EXTERIOR LIGHT '� ri O WALL MOUNTED 0.8' EXISTING CONC. ASPHALT PAVEMENT WHEEL STOP , %' �;; , EXISTING 48" WIDEACCESS EASE ENT I I *11��2 KINGEDGE OF EXIS1IIIING A CONCRETE HANDYCAP XISTING 2.5' CONC.' ' ' �� �' "; �% �— P CES(EXISTG.) ' f;. ! % i �', CCESS RAMP & ASPIIALT.L' N TRASH BINS CURB &GUTTER •� ' '; /r !� �i --- AYEAI METAL GUARD AREA I z i - EXISTING BUILDING LIJ I Q EXISTING PLANTING ,2 HC z 1 STORY BRICK & BLOCK FLOWER BEDS � PARKING I + :; O O , ''/SPACES r 1'050 SF EXISTING GREEN AREA U`- m ( ! ' , ; I ~ `• ENTRANCE/EXIT INDIGENOUS GRASSES Cl) Q , ' ,'','� ; '. tj7l 1 41- & SHRUBBERY O W ' \ f, U EXISTING XTERIOR EXISTING LIGHT Q EXTERIOR LIGHT WALL MOUNTED W EXISTING EXISTING PARKING LOT , W I s \ASPHALT PAVEIMENT I �\ EDGE OF EXISTING PHALT PAVEMENT EDGE OF EXISTING O 2 ASPHALT PAVEMENT Zry I \ ' PROPERTY LINE 80.14 ' EXISTING GREEN AREA INDIGENOUS GRASSES & SHRUBBERY : I PARCEL 28-A-63A EXISTING 2.5' CONC. / CURB & GUTTER US POSTAL OFFICE EXISTING ASPHALT PA '�f \ ACCESS DRIVE TO 'f'\ US POST OFFICE PROPERTY INFORMATION P.I.N.#: 28-A-63C BACK CREEK MAGISTERIAL DISTRICT SOUTH SIDE OF NORTHWESTERN PIKE(RT50) APPROX. 200' EAST OF INTERSECTION OF RT.50 & GORE RD. (RT.751) GORE, FREDERICK COUNTY - VIRGINIA ZONING: B2 FORMER SITE REF: BUILDING TYPE: Sherwood Bryant rezoning petition USE GROUP : B #02-02 March 12/2002 SPRINKLERS: N/A BOCA 904.0 1 STORY UNDER 50 OCCUPANCY' FIRE ALARM: N/A BOCA 918.4.2 PROPOSED USE: Medical Office EXISTING USE: Vacant / Former US postal service OWNER; / 0 evr4o, APAP Dr. Khurram Rashid & Mrs. Amina Rashid 16433 Old Waterford Road Paeonin Springs VA 20129-1813 (540) 882-9001 UTILITIES POWER GAS WATER SEWERAGE EXSTG S.F. OTHER DRAWING INDEX GENERAL T-1 SITE PLAN T-2 NOTES & MISCELLANEOUS T-3 LOT ARCHITECTURE D-1 DEMOLITION PLANS A-1 FLOOR PLAN A-2 FLOOR PLAN DIMENSIONS A-3 N/A A-4 SECTIONS A-5 ELEVATIONS A-6 ELEVATIONS A-7 N/A A-8 WALL SECTIONS & DETAILS A-9 WINDOW/DOOR/FINISH SCHEDULES VEC I N ITY MAP NO SCALE ROUTE 50 TO WINCHESTER SITE.. GOR_ I PARCEL 28-A-63C Rp,1�R0AD & W ESTERN W'<N��STER � O DRAWING NOTE MINOR SITE PLAN: DRAWING IS FOR REFERENCE ONLY BASED ON SITE INSPECTIONS AND DATA FROM DRAWINGS PROVIDED BY OWNER FROM ADAMS NELSON & ASS. BY PAINTER-LEWIS.PLC REFERENCE JOB #9805005 & JOB #9912018 FROM SHERWOOD BRYANT RZ.P.#02-02 FIELD VERIFICATION / IF REQUIRED TO BE PERFORMED BY LICENSED LAND SURVEYOR z �z 0 � W (D v ry- Uj 0 �..0 LU DC �. O t� SOLEIL INTEGRAL DESIGN 6153 BEACH WAY DR. FALLSCHURCH VA 22041 USA TEL703.280.0006/FAX 703.280.2666 AV. AREQUIPA 4977 MIRAFLORES- LIMA 18 - PERU TEL/FAX.011.51.1.241 2037 solei (design@aol.com REVISED ---- DATE PTRELIMINARYSET SEPTEMBER 2002 PERMIT/ BID SET )ANLIARY 281h/2003 REVISION FEB 41h2003 STAMP Michae R. inton No. 00 927 Approved by the Frederick County Zoning Administrator Site plan valid for five (5) years from approval date PROJECT MEDICAL OFFICE EXISTING BUILDING RENOVATION T�E SITE PLAN (north end only ,for entire lot see T-3 .. 1 x3I IBM 3� 1 ALL WORK TO CONFORM TO ALL APPLICABLE VA & FAIRFAX BUILDING CODES AND REGULATIONS. INVESTIGATE JOBSITE TO COMPARE CONTRACT DOCUMENTS AND E XI�TING CONDITIONS. INCLUDE COST FOR ALL WORK DESCRIBED AND OTHERWISE REQUIRED TO FULFILL THE INTENT OF THE CONTRACT DOCUMENTS AND REQUIRED OR IMPLIED BY EXISTING COKDITI.ONS. NOTIFY ARCHITECT OF ANY CONFLICTS BETWEEN r'TING CONDITIONS AND NEW WORK, OMISSIONS OR CONFLICTS IN THE DRAWINGS AND ANY RESTRICTIONS RELATED TO THE EXECUTION OFF THE WORK. IN THE CASE OF CONFLICTS BETWEEN DRAWINGS, OR NOT S AND DRAWINGS, IT SHALL BE ASSUMED THE STRICTEST CONDITION OR REQUIREMENT HAS BEEN INCLUDED IN THE COST AND SC--GPE OF THE WORK. ISSUE" COMPLETE SETS OF THE. CONTRACT DOCUMENTS TO EACH. OF THE SUBCONTRACTORS FOR COORDINATION OF THEIR WORK WITH OTH=R` -T-RADES- AND DESCRIPTION ---OF SCOPE. - APP_Y FOR, OBTAIN AND PAY FOR ALL PERMITS, FEES, INSPECTIONS AND APPROVALS BY LOCAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. PROVIDE COPIES OF ALL TRANSACTIONS TO OWNER. NOT Pi' ARCHITECT OF ANY VARIANCE WITH CODES IN FORCE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WOF K. THE ARCHITECTURAL DRAWINGS SHOW THE PRINCIPAL AREAS WHERE WORK MUST BE iACCOIv1PLISHED UNDER THIS CONTRACT. INCIDENTAL WORK MAY ALSO BE NECI_SSARY IN AREAS NOT SHOWN IN THE ARCHITECTURAL DRAWINGS DUE TO CHANGES AFFECTING EXISTING MECHANICAL, ELECTRICAL, PLUMBING, OR OTHER SYSTEMS. SUCH INCIDENTAL WORK IS ALSO A PART OF THIS CONTRACT. INSPECT , HO';E AREAS AND ASCERTAIN WITH THE CONTRACT REQUIREMENTS, AT NO ADDITIONAL COST. PRCVIDE AND PAY FOR ALL MATERIALS, LABOR, EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT, WAREHOUSING, TRANSPORTATION AND DEL VERY COSTS, HOISTING, REMOVAL OF TRASH AND DEBRIS, AND OTH_R FACILITIES AND SERVICES NECESSARY FOR THE EXECUTION OF THE WORK. .ALL WORK SHALL BE PERFORMED BY THE GENERAL CONTRACTOR n UNL=SS OTHERWISE NOTED. ALL REFERENCES TO THE "CONTRACTOR" INCLUDE THE GENERAL CONTRACTOR AND THE SUBCONTRACTORS. THE CONTRACTOR SHALL BE SOLELY RESPO "STBL'E ' FOFf AND HAVE CONTROL OVER ALL CONSTRUCTION MEANS, TECHNIQUES, SEQJENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK REQUIRED BY THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACTS AND OMISSIONS OF THE CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS AND THEIR 11 E- TS AND EMPLOYEES, AND ANY OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A CONTRACT WITH THE CONTRACTOR. THE, ARC flTECT SHALL NOT BE HELD RESPONSIBLE FOR ERRORS, OMISSIONS OR DELAYS CAUSED BY THE CONTRACTOR. CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING PROTECTION FOR ALL NEW AND EXISTING WORK IN PLACE WHEN SUBJECT TO POTENTIAL DAMAGE BY WORK OF OTHER TRADES. CONTRACTOR SHALL REROUTE ITEMS AS k REQJIRED-, MAINTAINING A COMPLETELY FUNCTIONAL AND QUALITY ENG NEERED SYSTEM DESIGN. IN LIEU OF COORDINATED SHOP SYS--EM DRAWINGS, CONTRACTOR MAY SUBMIT A PLAN INDICATING SPOT ELEVATIONS OF VARIOUS ITEMS AND IDENTIFY POTENTIAL ROBLEK4 AREAS, COORDINATING ALL ELEMENTS OF PROPOSED WORK FAiLJRE TO SUBMIT SHOP DRAWINGS YV'ILL BE CONSIDERED AN INDICATION THAT THE CONTRACTOR HAS :'ER FLED ALL EXISTING CONDITIONS, FINDING IT TO BE FREE OF MAJOR —ONF11 TS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR RELICATIONS OF ITEMS, TO AVOID CONFLICTS WHILE MAINTAINING THE DESIGN INTENT. CONTRACTOR SHALL PREPARE EXISTING CONCRETE FLOORS TO A SMOOTH UNIFORM SURFACE. ALL FLOOR ANCHORS, CUT OUTS FOR HARDWARE, AND OTHER PENETRATIONS, SUCH AS FOR PIPING AND CONDUIT SHALL BE IN PLACE AS PART OF THE EXISTING FLOOR ARE 7'ARA.TION. FLA::'H PATCH FLOORS AND/OR GRIND CONCRETE FLOOR SLAB AS REQJiRED TO ENSURE A TOLERANCE NOT EXCEEDING 1/4" IN 10'-0" WHEN TESTED WITH A 10'-0" STRAIGHT EDGE. COh,PL Y AND COORDINATE ALL WORK WITH BUILDING OWNER REGARDING HEAT, WATER, ELECTRICITY, DELIVERIES, ACCESS, E i C/ATOR AVAILABILITY, NOISE CONTROL, TRASH AND DEBRIS REPr•OVAL, HOISTING, AND ANY OTHER UTILITIES OR OWNER'S RULES AND REGULATION CONCERNING THE PROJECT SITE. PRO`URE MATERIALS SO AS NOT TO DELAY SUBSTANTIAL ,`.OM?LETION. NOTIFY ARCHITECT WITHIN 5 DAYS OF EXECUTION OF CONTRACT OF ANY MATERIAL DELIVERY _WHICH WOULD DELAY THE i=aN—SCHEDULE COMPLETION OF THE PROJECT. COORDINATE SCHEDULING PROVISIONS FOR INSTALLATION, LOC,\TIONS AND THE ACTUAL INSTALLATION OF ITEMS FURNISHED BY OWNER OR BY OTHERS. FACILITATE WORK WITH ALL TRADES ON THE PROJECT NOT UNDER CONTRACT TO THE CONTRACTOR (I.E., TELEPHONE, COMPUTER INSTALLERS, ETC.). ANY CHANGES OR vsELi `(S ARISING FROM CONFLICTS BETWEEN SUCH TRADES AND THE CONTRACTOR SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR `�i T I` THE RESOLUTION OF THOSE CONFLICTS AT NO ADDITIONAL COSH TO THE OWNER. CH,'NGES IN DRAWINGS OR ACTUAL WORK SHALL BE ISSUED BY THE ARCHITECT. VERIFY DIMENSIONS IN THE FIELD. TO THE EXTENT THAT DIMENSIONS CANNOT BE VERIFIED OR THE VERIFICATION OF DIMENSIONS WOULD CAUSE A DELAY IN THE PROGRESS OF THE WORK, CONTRACTOR SHALL GUARANTEE DIMENSIONS TO HIS SUBCONTRACTOR FOR COORDINATION. DO NOT SCALE DRAWINGS. SUBMIT FOR ARCHITECT'S CONSIDERATION SAMPLES AND PRODUCT LITERATURE AND OTHER PERTINENT DATA OF ANY PROPOSED SUBSTITUTIONS. A RESUBMISSION OF THE CONTRACT DOCUMENTS BY A SUBCONTRACTOR SHALL NOT CONSTITUTE THE DEFINITION OF SHOP DRAWINGS. GYPSUM DRYWALL .& SOUND ATTENUATION MANUFACTURER: NATIONAL GYPSUM CO., GOLD BOND, OR U.S. GYPSUM CO. INSTALL AND FINISH GYPSUM BOARD TO COMPLY WITH ASTM C840, GA- 216 BY GYPSUM ASSOCIATION AND "GYPSUM CONSTRUCTION HANDBOOK" BY U.S. GYPSUM, LATEST EDITION. GYPSUM WALLBOARD: ASTM C 36 WITH PAPER FACE SURFACE SUITABLE TO RECEIVE FINISHES AND WITH LONG EDGES TAPERED TO RECEIVE MANUFACTURER'S STANDARD JOINT TREATMENT. PROVIDE MOISTURE RESISTANT BOARD IN ALL AREAS WHERE CONTACT WITH WATER IS LIKELY. FASTENERS: THE KIND SPECIFIED, TYPE AND SIZE RECOMMENDED BY DRYWALL MANUFACTURER FOR APPLICATIONS SHOWN, AND AS REQUIRED PERFORM ALL WORK AND INSTALL MATERIALS IN STRICT BY TESTED FIRE —RATED ASSEMBLIES. ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS AND IN A MANNER CONSISTENT WITH INDUSTRY METAL ACCESSORIES CONSIST OF CORNER BEADS, EDGE BEADS, GROUNDS STANDARDS OF WORKMANSHIP. ETC.; STANDARD BONDERIZED, MOISTURE PROOF, GALVANIZED STEEL PER ..DRYWALL .MANUFACTURER'S .SPECIFICATION; OF SIZES REQUIRED FOR EXAMINE ALL SURFACES -TO DETERMINE THAT THEY ARE SOUND, DRY, VARIOUS -LOCATIONS. CLEAN AND READY TO RECEIVE FINISHES OR MILLWORK PRIOR.. TQ_ ..m_ _"., INSTALLATION. START OF INSTALLATION SHALL IMPLY ACCEPTANCE, WHERE DRYWALL ABUTS OR INTERSECTS DISSIMILAR CONSTRUCTION, PROVIDE SQUARE EDGE SEMI —FINISHING CASING OR EDGE BEAD. OF SUBSTRATE AND SHALL NOT BE GROUNDS FOR CLAIMS AGAINST IMPROPER PERFORMANCE OF INSTALLED MATERIALS. ADVISE JOINT TREATMENT TAPES: PLAIN OR PERFORATED COMPLYING WITH ASTM ARCHITECT OF ANY EXISTING CONDITION NOT LEVEL, PLUMB AND C 475. SMOOTH WITHIN INDUSTRY STANDARDS PRIOR TO START OF CONSTRUCTION. JOINT COMPOUND: ADHESIVE WITH OR WITHOUT FILLERS COMPLYING WITH INSTALL AND MAINTAIN ALL NECESSARY COVERINGS, PROTECTIVE ASTM C 475. ENCLOSURES, TEMPORARY DOORS AND PARTITIONS AND DUST INSTALLING GENERALLY: IN ACCORDANCE WITH MANUFACTURER'S BARRIERS TO PROTECT ALL OCCUPANTS AND EXISTING WORK AND RECOMMENDATIONS. APPLY GYPSUM BOARD WITH LENGTH AT RIGHT FINISHES TO REMAIN. REPAIR AND REPLACE ANY DAMAGES CAUSED ANGLES TO STUDS: CENTER ABUTTING ENDS OR EDGES OVER STUD BY IMPROPER PROTECTION AT NO ADDITIONAL COST TO OWNER. FLANGES. ALL SURFACES SHALL BE PLUMB/LEVEL, STRAIGHT AND TRUE. WORK DAMAGED DURING CONSTRUCTION OR NOT CONFORMING TO DRYWALL FINISHING: DO NOT INSTALL JOINT TREATMENT COMPOUNDS SPECIFIED STANDARDS, TOLERANCES OR MANUFACTURER'S UNTIL SITE CONDITIONS COMPLY WITH MINIMUM TEMPERATURE, HUMIDITY INSTRUCTIONS FOR INSTALLATION SHALL BE REPLACED AT NO AND VENTILATION REQUIREMENTS. ADDITIONAL COST TO OWNER. MAINTAIN ALL EXITS, FIRE PROTECTIVE DEVICES AND FINISH DRYWALL SURFACES WITH JOINTS, CORNERS AND EXPOSED EDGES LIFE SAFETY SYSTEMS IN WORKING ORDER DURING CONSTRUCTION. REINFORCED AND TRIMMED AS REQUIRED, AND WITH ALL JOINTS, FASTENERS BEADS, TRIM ACCESSORY FLANGES AND SURFACE DEFECTS KEEP EGRESS PATHS CLEAR OF ALL CONSTRUCTION DEBRIS. FILLED WITH JOINT COMPOUND PER MANUFACTURER'S RECOMMENDATIONS THOROUGHLYIT GLEAM! ALL SURFACES OF DUST, DEBRIS, LOOSE FOR A SMOOTH, FLUSH SURFACE SO THAT NO DEFECTS ARE VISIBLE AFTER CONSTRUCTION MATERIAL AND EQUIPMENT 24 HOURS PRIOR TO — APPLICATION OF FIELD APPLIED FINISHES. USE JOINT TAPE TO REINFORCE OCCUPANCY OF ANY PHASE. VACUUM OR MOP, AS APPROPRIATE ALL JOINTS FORMED BY TAPERED EDGES OR BUTT ENDS OF DRYWALL UNITS AND FLOORS AND CLEAN WINDOWS AND GLAZING. AT INTERIOR CORNERS AND ANGLES. SET TAPE IN JOINT COMPOUND AND SUBSTANTIAL COMPLETION SHALL BE THE DATE ON WHICH THE APPLY SKIM COAT OVER TAPE. REINFORCE EXTERNAL CORNERS WITH METAL CORNER BEAD, ERECTED PLUMB AND STRAIGHT. CONCEAL FLANGES WITH PREMISES ARE AVAILABLE TO THE OWNER FOR OCCUPANCY FROM THE JOINT COMPOUND. CONTRACTOR AND SHALL BE AS DEFINED IN AIA DOCUMENT A201. ADDITIONAL TOUCH --UP OR MINOR INSTALLATION .WORK MAY BE SOUND ATTENUATION INSULATION SHALL BE MINERAL WOOL WITH INCOMPLETE. RESINOUS BINDERS; FORMED INTO FLEXIBLE BLANKETS OR BATTS OF SEMI — WARRANT TO THE OWNER THAT ALL MATERIALS AND EQUIPMENT RIGID SHEETS COMPLYING WITH `=S HH-1-521, TYPE II, CLASS B; DENSITY OF FURNISHED AND INSTALLED UNDER THIS CONTRACT SHALL BE NEW, NOT LESS THAN 1.5# PER CU. FT. HAVING FLAMESPREAD OF NOT MORE UNLESS OTHERWISE SPECIFIED, AND THAT ALL WORK SHALL BE1POF THAN 25 WHEN TESTED PER ASTM E 84, UNLESS NOTED OTHERWISE. GOOD QUALITY, FREE FROM FAULTS AND DEFECTS AND CONFORMS WITH THE CONTRACT DOCUMENTS. FOR A PERIOD OF ONE YEAR INSTALL,,,WOOL BETWEEN STUDS BY COMPLETELY FILLING ALL SPACES BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION, BETWEEN SUCH STUDS, PACKING THOROUGHLY AROUND OUTLET BOXES, CONTRACTOR SHALL PROMPTLY CORRECT WORK FOUND NOT TO BE CONDUITS, DUCTS, CREVICES AND ALL OTHER VOIDS, FLOOR TO TOP OF IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. CONTRACTOR PARTITIONS. 0 SHALL BEAR ALL COSTS OF CORRECTIONS. PROVIDE TO OWNER ALL MANUFACTURER WARRANTIES, PRODUCT LITERATURE, MAINTENANCE REQUIREMENTS AND SCHEDULES. TWO COPIES OF EACH SHALL BE SUBMITTED. METAL STUDS & FURRING STEEL FRAMING FOR PARTITIONS SHALL COMPLY WITH ASTM C754 AND "GYPSUM CONSTRUCTION HANDBOOK" BY U.S. GYPSUM, LATEST EDITION. SPACE STUDS 24" O.C. UNLESS NOTED OTHERWISE. STEEL STUDS: 3-5/8" AND 2-1 /2", 25 GAUGE; AND OTHER SIZES AND SHAPES WHERE SHOWN OR REQUIRED. TERMINATE STUDS AND PARTITION FURRING AT CEILING LINE, EXCEPT AS OTHERWISE INDICATED OR CALLED FOR. EXTEND ENCLOSIN& PARTITION STUDS ABOVE SUSPENDED CEILINGS, TO STRUCTURAL DECK ABOVE, WHERE INDICATED OR REQUIRED FOR STIFFNESS/STABILITY. INSTALL EXTRA STUDS AT EXTERNAL AND INTERNAL CORNERS, SPACES AS RECOMMENDED BY MANUFACTURER, AND FOR REINFORCEMENT FOR ANCHORING WALL —CONNECTED OR SUPPORTED ITEMS AND/OR DEVICES WHERE THESE OCCUR. AT DOOR OPENINGS AND SIMILAR FRAMES, PROVIDE NOT LESS THAN 2 STUDS ANCHORED TO EACH JAMB OF FRAME; WITH ADDITIONAL STUDS SPACED AS RECOMMENDED BY MANUFACTURER, DEPENDING UPON WEIGHT OF DOOR AND/OR FRAME. STIFFEN STUD ASSEMBLY AS INDICATED, OR IF NOT INDICATED AS RECOMMENDED BY STUD MANUFACTURER FOR HEIGHT OF WALL AND TYPE OF FINISH. PROVIDE 3/4" COLD —ROLLED CHANNEL STIFFENER BARS HORIZONTALLY BEHIND FLANGES OF STUDS, RUN CONTINUOUSLY THROUGH STUDS AND WIRE —TIED TO FLANGES, SPACED AS RECOMMENDED. PROVIDE SUCH STIFFENING AS REQUIRED FOR ANCHORING/FASTENING FIXTURES WHERE THESE OCCUR IN OR ON STUD —SUPPORTED PARTITIONS. SECURE RUNNER TRACKS AND FURRING TO SUBSTRATES (HORIZONTAL AND/OR VERTICAL) IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. INSTALL ALL STUD WORK AND FURRING PLUMB, LEVEL AND STRAIGHT. INSTALL BLOCKING AT ALL PARTITIONS TO RECEIVE HANGING OR WALL MOUNTED CABINETRY OR SHELVING. PROVIDE ADDITIONAL STUDS TO STRUCTURE ABOVE AND KICKERS ABOVE CEILING TO PROVIDE A SECURE INSTALLATION OF ALL WALL MOUNTED SHELVING, CABINETRY AND OTHER MILLWORK. FLOORS PREPARE FLOOR SURFACES PRIOR TO INSTALLATION, AS PER MANUFACTURER'S OR SUPPLIER'S RECOMMENDATIONS. PROVIDE A FLAT, LEVEL AND SMOOTH FLOOR SURFACE. START OF INSTALLATION SHALL IMPLY ACCEPTANCE OF SURFACE AND SHALL NOT BE GROUNDS FOR CLAIMS AGAINST FAILURE OR UNACCEPTABILITY OF INSTALLED MATERIALS. INSPECT ALL MATERIALS FOR DEFECTS, FLAWS, SHIPPING DAMAGE, CORRECT COLOR AND PATTERN. INFORM ARCHITECT OF ANY DEFECTIVE MATERIALS AND COORDINATE WITH THE MANUFACTURER FOR AN ACCURATE SHIPPING DATE OF THE REPLACEMENT MATERIALS. PAINTING & RELATED FINISHES DELIVER MATERIALS TO JOB SITE IN NEW, ORIGINAL, AND UNOPENED CONTAINERS BEARING MANUFACTURER'S NAME, TRADE NAME, AND LABEL ANALYSIS. STORE APPROPRIATELY IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. PROTECT WORK OF OTHER TRADES. CORRECT ANY PAINTING RELATED DAMAGES BY CLEANING, REPAIRING OR REPLACING, AND REFINISHING, AS DIRECTED BY ARCHITECT. PROVIDE FINISH COATS COMPATIBLE WITH PRIME COATINGS USED. PROVIDE BARRIER COATS OVER INCOMPATIBLE PRIMERS WHERE REQUIRED. NOTIFY ARCHITECT IN WRITING OF ANTICIPATED PROBLEMS USING SPECIFIED COATINGS WITH SUBSTRATES PRIMED BY OTHER. SURFACE PREPARATION: PERFORM PREPARATION AND CLEANING PROCEDURES IN STRICT ACCORDANCE WITH COATING MANUFACTURER'S INSTRUCTIONS FOR EACH SUBSTRATE CONDITION. REMOVE HARDWARE AND ACCESSORIES, MACHINED SURFACES, OUTLET PLATES, ACCESSORIES AND SIMILAR ITEMS IN PLACE AND NOT TO BE FINISH — PAINTED, BEFORE PAINTING OF SURFACES ON WHICH ATTACHED. REINSTALL REMOVED ITEMS AFTER FINISH —PAINTING. THE CONTRACTOR ;IS RESPONSIBLE FOR ALL PERMITS AND NOTIFICATIONS THE PREVAILING CODES ARE AS FOLLOWS: 1995 CABO 1996 BOCA 2000 INTERNATIONAL MECHANICAL CODE 2000 INTERNATIONAL PLUMBING CODE 1996 NATIONAL ELECTRIC CODE SOIL & FOUNDATIONS/ Footings are design for bearing capacity of 3000 psf. Footings shall bear on natural undisturbed soil,1'-0"below original grade and bottom of exterior footing shall be 2'-0" below finished grades. All "fill" under slabs —on —grade and under inspected footings shall be coarse granular material compacted to 95% of max. density at optimun water content to meet ASTM D1557. Tests required. Donot backfill against basement walls until supporting floors are securely in place. Backfill shall be granular and compacted 90% ASTM D1557. Backfill against retaining walls a well drain granular type soil where walls are not reinforced with steel. Where basement to ceiling height is 8' or less, 12" CMU unreinforced walls may support 7'-0" max. height of soil and 8"CMU reinforced walls may support 5'max height soil. Comply with CABO table R-303.3a and R-304.3b CONCRETE/ All concrete except as noted in CDs, shall be F'c=3000psi. All exterior concrete to be air entrained. Porches, steps and garage floor slabs shall be F'c=3500 psi. All reinforcement shall be new billet steel conforming to ASTM designation A615 grade 60. All reinforcing shall- be detailed, fabricated and placed in accordance with ACT's"Manual of Standard Practice for Detailing Concrete Structures"(ACI-315). Where concrete walls are used, provide re —enforcing in concrete walls to comply CABO Table R-304.3a & R-304.3b Slabs on grade shall be 4"thick concrete reinforced with 6"x6"/W1.4xWWF on 6mil polyethylene on 4" washed gravel or crushed stone base. Use performed plastic or metal joints or Engineer approved alternate. Concrete slabs to be cured. MASONRY/ Provide 3 continuous courses of corcrete brick, brick or 8" solid masonry below all joists, or slab bearing lines. Provide 16" min. of concrete brick, brick or 100% solid masonry below all' lintels and/or minor wall bearing beams. Brick piers shall be fully bonded into adjacent walls. Use type "M" or "S" mortar in foundation walls. Use horizontal galvanized truss wire reinforcement at 16" O.C. spaced vertically in all CMU or combination CMU—cast stone/ CMU—brick walls. Where reinforced CMU walls are required, use "M" or "S" type mortar. Fill only cells where reinforcing bars occur. Unless shown otherwise use #5 vertical bar@32"O.C. on inside face of wall fully embedded with grout with 8'max,lifts. Use cleanout hole at bottom cell CMU. Lap rebars 36 diameter min. Match dowel sizes. Brick and/or Coststone venner shall be attached to supporting wall with galvanized metal ties of 6gage min. hooked. into masonry spaced 24" horizontal max. and 16"O.C. vertical max. allow 1 /2" min clearance between masonry and sheathing. venners may span openings up to 20' supported on steel angles sized by Engineer and as per BOCA. STRUCTURAL STEEL/ All structural steel to conform to ASTM Specifications A-36. All steel shalll be detailed, fabricated and erected in accordance with the AISC Manual. All (connections shall develop the full strength of the beam. In general, field connections shalll be made with 3/4" high tensile bolts; unless otherwise noted, and shop connections shalll be welded. Unless shown on plans, provide 7"x10"x—"bearing plate on masonry bearing. Loose lintels on masonry walls shall be as follows: 0"— 0" to 3'-0" 3 1 /2" x 3 1 /2" x 1 /4" angle 3'-1 " to 5'-0" 4" x 3 1 /2" x 5/16" angle 5'-1 " to 6'-6" 5" x 3 1 /2" x 3/8" angle 6'-7" to 8'-0" 6" x 4" x 3/8" angle All tangles shall have their short leg outstanding and 8" min. bearing. Lintels over openings in interior masonry partitions not otherwise specified shall be precastlightweight concrete lintels witn 1—#5 bar top and bottom for each 4" wythe of wall with F'c=3000 PSI concrete. Connect steel beam to 2x wood nailer with 3/4"D. bolts @ 8' O.C. staggered. SPECIALTIES I DuROCK/Cement Board exterior finish system Comply with Section 07242—EXTERIOR FINISH SYSTEMS: DIRECT—APPLYED AND RELATED SECTIONS 05400/06100/07600/07900/AND 07200 BY DuROCK Alfacing International Limited. articles 1.1 through 3.10 3 0 SOLELL INTEGRAL DESIGN soleildesign@aol.com 6153 BEACHWAY DR. FALLSCHURCH VA 22041� USA TEL703.280.0006)FAX 703,280.2666 iA AV, AREQUIPA 4977 MIRAFLORES LIMA 18 - PERU TEL/FAX.011.51.1.241 2037 REVISED DATE PREUMNARY SET SEPTEWER 2602 PERKII BID SET IAAUARY 20�3 TAMP PROIECi CLINIC RENOVATION Mu MISCELLANEOUS & CONTRACT NOTES NO SCALE D-M11m2 I s: :6.0 .­_.. ✓V PARCEL 28'A-59 RESip E '-� NTIAL OQ � l V ROPERTY 0 LINE 282 PARCEL 28-A-63C AREA 7.8691 ACRES PROPERTY LINE 969.58' WINCHESTER 8, WESTERN RAIL ROAD US ROUT E 50 EA ST ,gpUN `.�---- D LANES E8664 4 EXISTING BUILDING PARCEL 2 C�� 8-q_ 14 O ERCIAL 0 50' 100, 150' 200' L 10, SCALE MV cr- ^ o o� I--- Q oC w Lu ry- LL! � CC o SOLEIL INTEGRAL DESIGN soleildesign@aol.com 6153 BEACHWAY DR. FALLSCHURCH VA 22041 USA TEL703.280.00061FAX 703.2802666 AV, AREQUIPA 4977 MIRAFLORES- LIMA 18 - PERU TELII:AX.011.51.1.241 2037 REVISED DATE PRELIMINARY DESIGN NOVEMBER 2002 PERMIT JANUARY 2003 TAMP PROJECT CLINIC RENOVATION TITLE LOT GRAPHIC D-M T-3 FLOOR PLAN f. -DEMOLITION PLAN NOTES CUT & REMOVE WALL/ROOF/PARTITION/ETC FOR NEW WINDOW/DOOR COORDINATE R.O. SIZE AND HEIGHT W/DRAWINGS REMOVE CEILING, EI`lSURE STRUCTURAL INTEGRITY,D]SCARD REMOVE OLD FIXTURES AND DISCARD REMOVE WALL/DOOR/PARTITION/FIXTURE AS SHOWN AND DISCARD REMOVE OLD PLUMBING -FIXTURES AND/OR HVAC/ L_ EL�-CTRIC/ AND DISCARD REMOVE FLOOR FINISH, ACCESS SUB -FLOORING CONDITIION '\"Y FOR NEW FINISHES/REMOVE SUB -FLOORING IF CONDITION AFTER E_XTG.FINISH REMOVAL IS NOT SUITABLE FOR NEW FINISH N E R�, L NOTES 1).-CONT RACTOR TO PROTECT ALL AREAS/FINISHES TO REMAIN AND TO ENSURE STRUCTURAL INTEGRITY AND SAFETY OF THE BUILDING AT ALL TIMES 2). - CO NITRACTOR TO COORDINATE REMOVAL & DISPOSAL OF DEBRIS/WASTE MATERIAL WITH BUILDING OWNER. KEEP SITE CLEAN AT ALL TIMES 7).-CONTRACTOR TO SAVE DOORS/WINDOWS/FRAMES/FIXTURES SHOWN TO BE REMOVED AND FOR RE -LOCATION ON AND/OR BUILDING STOCK AS DIRECTED BY OWNER/ARCHITECT 4).-WHERE NEW FLOORING IS SCHEDULE, CONTRACTOR TO REMOVE ALL EXISTING FLOORING/MASTIC/ADHESIVE AND/OR DAMAGED SUB -FLOORING AND PREPARE FLOOR/SUB--FLOOR TO RECEIVE NEW FINISHES COMPLY WITH LOCAL SAFETY CODES TO ENSURE SAFE & CLEAN (OPERATION WEST/SIDE ELEVATION EAST SIDE ELEVATION 0 0 FRONT ELEVATION REMOVE ALUMINUM GLITTER zCUT-OUTS FOR NEW WINDOWSREMOVE ALUMINUM DOWNSPOUTREMOVE DOOR & FRAME < 11­______< ------ REAR ELEVATION TAMP SOLEIL INTEGRAL DESIGN solelidesign@aol.com 6153 BEACHWAY DR. FALLSCHURCH VA 22041 USA ITEL703.280,0006/FAX 703.280.2666 AV. AREQUIPA 4977 MIRAFLORES- LIMA 18 - PERU ITEL/FAX.0 11.51.1.2412037 REVISED DATE PRELIMINARY DESIGN NOVEMBER2002 PERMIT SET JANUARY 2003 PROJEECT CLINIC RENOVATION TITLE: DEMOLITION PLANS 1/4" - I r D-ML::1 Dml F I I l I Ii� I C�/ n I 1J L] 1 ' I I ill I O4i r EXISTING PARKING LOT 1 I i ( ( ( ! ; L E— G— OE Ii 0 5 A\- 4 0, 1 I , \ I 41 I I\ � I OE1 I I \ Will Will on m m m not m m off m m off of, m m off moommimpmom on m RCEL 28- -63C,:,,. PARCEL 28-A-63A TO US POST OFFICE TAMP CLINIC / RENOVATION Tfftz FLOOR PLAN A-1 I 1 I 1 I ( I 1 1 i I I 1 I , it 1 i I 41 �P I fi I I , i I 1 �II I ....PARCEL 28-A-63C 1 � I I ' i 1 I I ' I I i 3„ 4,_ 1 3„ 3" �,-0„ 3„ 3 „ 3;,� „ _ _ 6,-2„ I I , , i I I I I A i I j -_ — — EXIT — ^ CO .I DARK RM. l,/ \ ✓` --�' I G-0E_.J C _ Ij OFFICE �I EXAM MPLOYEES BATH \ I I I 00 X-RAYS �� I . o 0 1 —_ — d' 0-) c3) 11 II \ I II( _-- — 1 _ �-.. _I� _ I`I - ! — ►I '��" !, I tIj �, ` 1 ;/ _�-lti---- I uRpp AEIOEE E CTR�IC�A iI - 130 r I. i U. G-12 HC BATH —34 0) LT -0NURSE - EXISTING PARKING LOT EXISTING PARKING 1 STATIO A-6 0 HALL 4 5-' ; RECEP _ A 5 I _ _CD f � _Lo L 4/ u 1 A\--41 Q-1 I r`r` WAITING o CIA 1 I Q �• CD.- o AUX A-4 _ ---- 1 i I I 14 [G_03_J OD G G4 rANITOR ( p EXAM 2 PROCEDU E �' I EXAM 3 Ln 1 ( 5f \ 2 A i I \ 1 I I \ I 1 I 1 ( , \ i I 1 I i \ I \ w w www■� w w w� w w w.� w w ��� w w �w�� w w �� w w�� w w w~ww� w w �wwww w w w�w� +� w ww�w w �. w�w�ww w w wow w w ww�w■ � w ww�� w w ,ww�� w w w�ww w w �� �. w �w�� w� ww��� w w �www w w w�� w w �� w w �ww� w w w�w�� w w, rww�� w w ww�w w w w�www w w �w� w w �� w PARCEL 28-A-63A I I TO US POST OFFICE r� SOLEIL INTEGRAL DESIGN soleildesign@aol.com 6153 BEACHINAY DR. FALLSCHURCH VA 22041 USA TEL703.280.0006/FAX 703.280.2666 AV. AREQUIPA 4977 MIRAFLORES- LINIA 18 - PERU TEL/FAX.011.51.1.241 2037 REVISED DATE PRELIMINARY DESIGN NOVEMBER 2002 PERMIT JANUARY 2003 TAMP CLINIC / ww� m w w�w w w w wow RENOVATION TITLE FLOOR PLAN/DIM 1 /4" D-MA=2 SECTION 2 SECTION 1 /2"-1'0" 1 /2"=1'0" c `yw z V 0 � DC Q U-i u-i O ry" Lu w ry� ,D OLEIL 6153 BEACHWAY DR. FALLSCHURCH VA 22041 TEL/FAX 703.280.0006 soleildesign@aol.com REVISED DAIS PRELIMINARY DESIGN NOVEMBER2002 PERMIT IANUARY2003 2: TAMP PROIECf INTERIOR FIT -OUT & NEW CANOPY TITLE SECTIONS 1 /2" D-M -4 Qom. cio I cD C" i NEW LIGHTED I SIGN SEE A-7 FOR DETAILS <00, • Duroc OUTSI NEW ADDITION UNDER SYSTE EXISTING PORCH SCHE[ 1/2 HOR JM REPAIR EXISTING ('AP FI 4CIIIAI( REAR ELEVATION 2 SIDE ELEVATION/WEST 1/2"=1'0" REPAIR EXISTING CAP FI ASHINC 1 /2" = 1 10" Z `yw O V -� Q V OC W W Lu ry' u—i ry� O ,�D "Durock" EXTERIOR OUTSULATION PLASTER SYSTEM. SEE FINISH SCHEDULE FOR DETAILS 1 /2" x 1 /2" HORIZONTAL EXPANSION JOINT AS SHOWN REPAIR EXISTING (AP FI ACNINr FRONT ELEVATION SIDE ELEVATION/EAST 1/211=11011 NEW WALL MOUNTED SIGNAGE/ mounting and fabrication DETAILS by manufacturer submitt shop drawings for building permit I W CD (Won Qj W u r SOLEIL ED DATE UNARY DESIGN NOVEMBER 2002 IANUARY2003 NEW post MO-UNTED SIGNAGE/ mounting and fabrication DETAILS by manufacturer submitt shop drawings for building permit approval Painted steel post 3"x3"x3/8" steel chord 4" diameter steel post on 6" diameter steel post base 5'-111- Palruf PVC corrugated profile panel by Palram Industries 1.5mm thickness color: clear bronze transparent steel truss made of two 4"x4"x3/8" steel angles top & bottom with 5/8 diameter steel chords @24" intervals 5'-1 W 16' 10 -- -- --0_1 IT 1 Palruf PVC corrugated _profile panel by Palram industries 1.5mm thickness i 1 color :clear —bronze transparent steel chord �, I ► —\\ 1 5'-1 NOTE: This drawing stablishes design parameters, finishes and shape only actual loads/structural calculations & specifications/foundation/steel sections /re—inforcements to be submitted by structural engineer. Shop drawings to be submitted by manufacturer/ sub —contractor for building permit. Keep genral design intent and adjust sizes & sections according to structural engineer's calculations and manufacturer —installer's specifications. O I N PVC corrugated clear bronze transparent cover ----�---anchor bolts Steel truss SIGNAGE/details by others submit shop drawings w/ calculations, mounting details for building permit Steel support brackets structurally welded to steel post anchor bolts 4"D.Steel post 8"D.Steel post finished concrete floor anchoring -- base plate as required anchor bolts ' as required Concrete footing, size & reinforcement as required 2 "D. Steel pole S-1 j- M rM Q z z Z O o� c� O w � W LL_ w O SOLEIL 6153 BEACHWAY DR. FALLSCHURCH VA 22041 TELIFAX 703.280.0006 soleildesign@adcom REVtSED DATE PRELIMINARY DES0 NOVEMBER 2002 PERMIT JANUARY 2003 TAMP PnEcr INTERIOR FIT -OUT & NEW CANOPY TITLE CANOPY DETAILS 3/4" D-M A-7 lam am 36" VERTICAL LOCKED 12" STORAGE UNIT STORAGE UNIT W/MULTIPLE WITH TWO SHELVES ADJUSTABLE SHELVES (5) 1 ELEVATIONS NURSE STATION A— 8) FINISHED PTD. DRYWALL 1" THICK PLASTIC LAMINATED SHELVES 4 LAMINATED BACKSPLASH LAMINATED COUNTERTOP I .. I }, STEEL SUPPORT rEn1 i BRACKET ` 4) I [ AS REQUIRED L _ d I i FINISHED PTD. —DRYWALL i I7 4"VYNIL ALLBASE—"-� _ 12" STORAGE UNIT WITH TWO SHELVES 2 3/411=1'011 A-8 0 i N M 0 N L-RECESSED LIGHT "X4" TILE FINISHED PTD. DRYWALL — 1 " THICK PLASTIC LAMINATED SHELVES REFRIGERATOR UNIT ADJUST CABINETS TO FIT SELECTED MODEL/EQUIPMENT I 36"x 24" DEEP TWO SHELVES OVER STORAGE UNIT W/ REFRIGERATOR UNIT TWO ADJUSTABLE ADJUST TO FIT LAMINATED SHELVES EQUIPMENT ELEVATIONS LAB + JANITOR m 1 " THICK PLASTIC LAMINATED SHELVES "X4" TILE ,Q 3/411=11 011 N PLAN/ELEV RECEPTION DESK UNIT FINISHED PTD. DRYWALL 1I 1 I! ." I 28% 13" DEEP - LOCK/SEE—THROUGH STORAGE UNIT W/ I� TWO ADJUSTABLE LAMINATED SHELVES --4"X4" TILE RECESSED LIGHT LAMINATED COUNTER CUSTOM MADE/ANGLED 24" DEEP/ SINK SUPPORT STORAGE UNIT W/ ONE ADJUSTABLE LAMINATED SHELVES SIMILAR/ADJUST TO FLOOR 41 t=, Q PLAN FIELD MEASUREMENTS •.1 U AUXILIARY 5 ELEVATION LAB 3/4"=1foil 3 8 SIMILAR/ADJUST TO FLOOR PLAN FIELD MEASUREMENTS 5'-7}• PLASTIC LAMINATE FORMICA/WILSONART OR APPROVED EQUAL ri PLYWOOD CORE I 4'-3}" T WP. WHITE PAINT FINISH TYPICAL ON UNERSIDE AND UNOEXPOSED SURFACES A_, _ 1 LAMINATED RECEPTION TOP COUNTER OUNTER PLASTIC LAMINATE !---___-___----- ..._ ____..... - 1" ORMICA/WILSONART OR APPROVED EQUAL PLYWOOD CORE I I I i I LAMINATED i OUNTER WP. WHITE PAINT FINISH TYPICAL ON i UNDERSIDE AND UN -EXPOSED SURFACES 3'-0' ALL OTHER COUNTERTOPS PLAN NURSE -LAB AREA 3/411=1loll / 7 COUNTER -EDGE DETAILS/TYPICAL 311=11 011 n 4"VYNIL WALLBk elevation FINISHED PTD. DRYWALL LAMINATED BACKSPLASH STAINLESS STEEL HANDLES & HARDWARE SUBMITT SAMPLES FOR APPROVAL/TYPICAL 4"VYNIL WALLBASE 36" VERTICAL LOCKED 18"/ 4—DRAWER 36" STORAGE UNIT STORAGE UNIT W/MULTIPLE UNIT WITH TWO SHELVES ADJUSTABLE SHELVES (5) 2'-11}" 2'-1;4. Il.. 4'-11" 1" PROYECCION o LAMINATED HELVES I OUNTERTOP t 8 PLAN/ELEV TYPICAL EXAM/OF. UNIT 3/411=11 011 A-8 3/411= 11 011 2 i z ZD 0 V O V_ Lu Lu G� W W ryC O SOLEIL, 6153 BEACHWAY DR. FALLSCHURCH VA 22041 TEL/FAX 703.280,0006 soleildesign@aol.com REVISED DATE PRELIMIIJARY DESIGN NOVEMBER 2002 TAMP PRDIECT INTERIOR FIT -OUT & NEW CANOPY mti DETAILS �. 3/4" D-M j A-8 1/FINISHES key DESCRIPTION MAKE/TYPE REMARKS use thin set adhesive for exterior applications and TILE-1 PORCELANE TILE 16%16" "Armstone" semi —polished special remodeling thin set for interior applications by Armstrong Industries as per manufacturer's specifications TILE-2 CERAMIC TILE 4"x4" ceramic the submitt sample for approval o commercial quality/ patterned loop NYLON 0 EE CARPET-1 LOOP WEAVE CARPET BIGELOW OR APPROVED EQUAL SOIL —STAIN treated. submitt sample for approval w provide felt padding z SUSPENDED ACOUSTICAL 24"x24" METAL GRID W/ARMSTRONG TEXTURED TILE S—CLG CEILING SYSTEM COLOR/WHITE EXPOSED GROOVE submitt sample for approval PTD—DW FAINTED SMOOTH FINISHED DRYWALL/ PRIMED + 2 COATS satin finish DRYWALL DURON/BHER/RL/GLIDDEN oapproved equal submitt sample forar P pproval DRK-1 durock exterior finish color/texture submitt sample for approval BUILT—UP ROOFING ROOF ALUMINUM FLASHING match existing repair work only/ no new roofing 0 SIDING 1 ' TONGUE & GROOVE WOOD SIDING match existin g repair work only/ no new siding w x w FACE BLOCK 4" TEXTURED BLOCK match existing clean/repair/selective pointing as required GUTTERS & DOWNSPOUTS WHITE ALUMINUM match existing CANOPY POLYCARBONATE SHEETHING SCdlsultrta�f1`Orr submitt sample for approval 4/WINDOW SCHEDULE TYPE/MAKE CLAD/WOOD CASEMASTER MARVIN OR APPROVED EQUAL SUBMITT COLOR/FINISHES FOR APPROVAL 2/INTERIOR FINISH SCHEDULE key NAME FLOOR BASE WALLS CEILING REMARKS G-01 WAITING TILE-1 4"VYNIL PTD—DW PTD—DW prepare existing surface for new finish _ according to manufacturer's specifications remove existing finishes and prepare sub —flooring for new finish /provide fitted padding G-02 HALL TILE-1 4"VYNIL PTD—DW S—CLG G—C13 EXAM-2 TILE-1 4"VYNIL PTD—DW S—CLG G-04 EXAM-3 TILE-1 4"VYNIL PTD—DW S—CLG G-05 EXAM-1 TILE-1 4"VYNIL PTD—DW S—CLG G-06 X—RAYS TILE— i 4"VYNIL PTD—DW RX—BRR S—CLG RX—BRR G-07 DARK RM. TILE-1 4"VYNIL PTD—DW S—CLG G-08 RECORDS TILE-1 4"VYNIL PTD—DW S—CLG G-00 OFFICE CARPET-1 4"VYNIL PTD—DW S—CLG G-10 ELECTRIC.CL TILE-1 4"VYNIL PTD—DW N/A G-1 1 E.BATHRM. TILE-2 TILE-2 TILE-2 PTD—DW S—CLG G-12 HC.BATHRM. TILE-2 TILE-2 TILE-2 PTD—DW S—CLG G-13 NURSE CARPET-1 4"VYNIL PTD—DW S—CLG G-14 JANITOR TILE-2 TILE TILE-2 PTD—DW S—CLG G-15 LAB TILE-1 4"VYNIL PTD—DW S—CLG G-16 AUXILIARY CARPET-1 4"VYNIL I PTD—DW S—CLG FINISH FLOOR GLAZING CLEAR DOUBLE INSULATED G LAS S HARDWARE STANDARD BRONZE FINISH FLOOR TYPE/MAKE FIXED/ACRYLIC SCREEN PALRAM INDUSTRIES SUNTUFF PANEL W/ STEEL WALL SUPPORTS AND "U" CHANNEL 1 " WIDE ALL AROUND SUBMITT COLOR/FINISHES FOR APPROVAL 5/DOOR SCHEDULE key SIZE MATERIAL FRAME WARE HARD— WARE REMARKS D-1 36"x80"x 1 3/8" PTD.WD-2 PTD.STEEL A single swing/ solid D-2 36"x80"x1 3/8" PTD.WD-2 PTD.STEEL B single swing/ solid D-3 36"x80"x1 3/8" PTD.WD-2 PTD.STEEL B single swing/ solid D-4 36" x80"x 1 3/8" PTD.WD-2 PTD.STEEL B single swing/ solid D-5 32%80%1 " PTD.WD-2 PTD.STEEL B single swing/solid X—rays barrier D-6 36"x80"x 1 3/8' PTD.WD-2 PTD.STEEL A single swing/solid double door D-7 33" x80"x 1 " PTD.WD-2 PTD.STEEL A, single swing/solid X—rays barrier D-8 33" x80" x 1 " PTD.METAL PTD.STEEL D single swing/solid double door D—g 33%80" x 1 " PTD.METAL PTD.STEEL D single swing/solid double door D-10 36"x80"x1 3/8" PTD.METAL PTD.STEEL E single swing/ solid D-1 1 36"x80"x 1 3/8" PTD.WD-1 PTD.STEEL g single swing/ solid D-12 36"x80"x 1 3/8" PTD.WD-1 PTD.STEEL B single swing/ solid D-13 34" x84" x 1 " PTD.WD-1 PTD.STEEL A, single swing/solid with glazed lite D-14 34%80%1" PTD.WD-3 PTD.STEEL C single swing/ solid 3/ WALL -PARTITION TYPES WALL TYPE T-1 WALL TYPE T-2 WALL TYPE T-3 WALL TYPE T-4 WALL TYPE T-5 EXISTING EXTERIOR WALL ASSEMBLY TI— ll _ 1/2"finished drywall "Tyvek" approved repaired/fixed C� 1/2'finished drywall 1/2"finished drywall ! 1/2"finished drywall I painted I vapour barrier - - existing siding j ` DuROCK finish coat waterproofing > 1/2"x 1 1/2" - 2 1/2% 1 1/2" 2 1/2"x 1 1/2" 2 1/2"x 11 1/2" t eel stud wall eel stud wall i i approved coating '•t t {eel stud wall steel stud wall DuRUCK reinforced mesh Nerglass sound >'iberglass sound isibergloss sound I I embedded in DuROCK I barrier "blanket" ( , barrier "blanket" .'I barrier "blanket" +' fiber lass sound E I 9 I I Prep coat I I I 4 barrier "blanket" 1 2" cement board existing 8" 1/2"finished drywall / CMU wall ` t 1/2"finished drywall I I 3/4" fire retardant I� 1/2" DUROCK l I ` I Ii plywood/panel mounting tit , cementitious the ( ( f DuROCK approved I I I Is area only (use 3/4" j backing board or I } 3/4' sheathing II I' drywall ) approved lead X-RAYS f approved similar I — 3 1 /2" foiled faced existing drywall I ( d wall elsewere I I I I barrier to code ! on furring strips f i batt. insulation # j follow manufacturer's 4"x 4" ceramic tile , finished drywall on I I I + coved corner & I - specifications for basepieces/submitt 1 3 1/2"x1 1/2" I installation and finish 1 steel studs wall j Ij I I I for approval/ thin set INSiDEI INSIDE EXAM-1 ELECTRICAL [ installation c 3 ' PANELS X-RAYS OTHER I II ¢ I O ER OTHER - BAN OR MS/ INSIDE ! OUTSIDE OUTSIDE i INSIDE EXISTING WINDOW TO REMAIN EXTRUDED POLYCARBONATE — PANEL BY PALRAM INDUSTRIES SUPPORT CHANNEL FRAME SUPPORT BRACKET — ANCHOR AS REQUIRED EXISTING MASONRY — 6/HARDWARE TYPES key DESCRIPTION MATERIAL KEYED LOCK LATCH/ STAINLESS A PRIVACY/RELEASE BUTTON INSIDE STEEL/BRUSHED PROVIDE FLOOR MOUNTED DOOR STOP + DOOR CLOSER ©TOP PRIVACY LATCH/LOCK BUTTON INSIDE STAINLESS P i EMERGENCY KEY Ol'TSIDE STEEL/BRUSHED PROVIDE FLOOR MOUNTED DOOR STOP + DOOR CLOSER @TOP PASSAGE LATCH STAINLESS C PROVIDE FLOOR MOUNTED STEEL/BRUSHED DOOR STOP + DOOR CLOSER @ TOP STAINLESS D KEYED LOCK OUTSIDE STEEL/BRUSHED E PANIC/EXIT PUSH BAR INSIDE STAINLESS KEYED LOCK OUT SIDE STEEL,/BRUSHED 12"STEEL KICK PLATE BOTH SIDES TYPICAL DETAILS @ BASE/CEILING Iapproved lead X-RAYS barrier to code follow manufacturer's specifications for Iinstallation and finish x-RAYS IROOM ONLY I I INSIDE SUSPENDED CEILING /2"finished drywall I fiberglass sound �barrier "blanket" 2 1/2% 1 1/2" steel stud wall I the/as scheduled 1/2"finished drywall 4" vynil wall base �or as scheduled II new flooring INSIDE tile/as scheduled OUTSIDE existing sub -floor >r s SUSPENDED CEILING 1/2"finished drywall u ` s fiberglass I Insulation rh > existing furring on existing masonry I ',.Z,,tiile/as scheduled �. + r/. s -,1/2"finished drywall 4" vynil wall base or as scheduled i /��new flooringDE / the/os scheduled existing sub -floor r") w Q Z OC Z Q Cr LU LU Q LEE W Lj.j cr It= O SaLEIL INTEGRAL DESIGN soleildesign@aol.com 6153 BEACHWAY DR, FALLSCHURCH VA 22041 USA TEIL703.280.0006/FAX 703.280,2666 AV. AREQUIPA 4977 MIRAFLORES- LIMA 18 - PERU TEL/FAX.011.51.1.241 2037 REVISED DATE PRELIMINARY DESIGN NOVEMBER 2002 PERMIT 1ANUARY 2003 TAMP PMECW INTERIOR FIT -OUT & NEW CANOPY TITLE WINDOW/FINISH SCHEDULES VARIES DMAm9 I _') _t 'tt a 8 0 w l 'Q—vy I G-05 ( t IvL U S D \ PL S BATH I; EXAM 1 N ` OFFICE X-RAYS EL Yp I t j t �" RICAL = �i j; G 16 G—Oii 1EF-2 i PATIENTS RECORDS HC BATH' • i I� I I CSp . ABOVE Hl1NI G EXISTING PARKING LOT C� _ G-02 N RSESTATION I if 1 G-13 N STATI ill / HALL i 2 -D REC WATER HEATER EXISTING PARKING LOT SYMBOLS KEY MAIN electrical panel opwinew sub -panel for addition Elfused safety toggle switch & appliance f—i -i power receptacle as required recessed wall mounted grounded duplex power receptacle white 16" AFF. recessed floor mounted grounded duplex power receptacle/brass recessed wall mounted grounded duplex power receptacle white 38"AFF. recessed wall washer/ eyeball trim/ white/ 6OW Orecessed downlight/ black waffle trim/ - white housing/ 60W recessed ceiling box for pendant or surface mounted light fixture/to be selected/ 20OW recessed wall box/for surface mounted light fixture/sconce to be selected/60W surface mounted track light fixture/heod to be selected 60W/ea.heod recessed fixture STANDARD 2'x2'&2'x4' fluorescent/60W eo. tube 0 recessed ceiling mounted exhaust fan 000, recessed wall phone jack Drecessed wall washer/ eyeball trim/ white/ 6OW recessed wall switch plate recessed wall switch plate 2way commuter switch lighting circuit recessed conduit as required 1 power circuit recessed conduit as required � l S D battery operated surface mounted approved smoke detector ERGENCY battery operated hard wired wall surface mounted lit exit sign to code 7 -a. finished ceiling height above ish-MM floor --- ------.-. A.F.F. E Denotes fixture in EMERGENCY circuit NOTES DRAWING IS FOR LIGHTING DESIGN SCHEME AND LOCATION OF FIXTURES & OUTLETS ONLY. CIRCUITS/PANELS/POWER CALCULATIONS, ETC. TO BE SUBMITTED BY LICENSED ELECTRICIAN. w O V REVISED DATE PRELIMINARY DESIGN NMME=R 20p PERMIT MUM M-3 i MIECT CLINIC I RENOVATION I TM-E LIGHTING & POWER 114" �. D-M Emi EXISTING PARKING LOT TO US POST OFFICE PARCEL 28-A-63C- EXIT 60 CFM 1 "- 7j 150 CFM I I 150 CFM, .. _ L1 EFA _ 150 CF1v1 ILA'- "' u� RK RM. �'�„-� - --- •SUPPLY LI a - J0 FM ® ' I- 1-1 G=OC ............ f &; OFFICE C5� EXAM 1 a! EMPLOYEE:i 6 T11 I X-RAYS - Y EL4ICAL O I 1 ;► dill _ ll o _.__. PATIE MI 5 G-1 2 .. EF 2 I RECORDS \ 90 CFM HC BATH 1 I i I ACCESS PANEL RET RN �7 i 1 1 _ AH U-1 1 QD �-02I' HALL NURSE 37ATIIIJ14 _ 016 i__� - • C_--""- 90 CFM ' i 90 CFfJI C� c-o1 Qom` ;I WAITING _—_ _ __ I _.__ LAE3_. G-15 90 Crfvt { i 150 CFM G14 SUPPLY JANITO 90 CFM EXAM 2 PROCEDURE I (� j a `-� 150 CFM 150 CFM EXAM 3 ErF -3 EXIT 90 CFM SUPPLY LINE V PARCEL 28-A-63A t? 150 CFM ji CD w Q V � zQ � CDz Q �> w CD V un � V V °C w — o0 � �W w w" � zo REVISED DATE PRELIMINARY DESIGN NOVEMBER 2002 PERMIT JANUARY7003 TAMP PROJEU CLINIC RENOVATION TMLE FLOOR PLAN 1l4" D-M mmi �/,� � � A�/ I/ yN��� ��`' �' 'V/` V v w .n � c eG�' -�-- .�I