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Plans (17) BU P2017 -00026 • • . CORTLAND MORGAN • ARCHITECT • • • CITY OF TIGARD711 N. �:Y a�.YYa:.a FSR CQ $COMPL NCE ARLINGTOINLDTXR7 012 5-5696 FAX 1 • • • • oil 818 63635 56 • ;• , 99 i,....:...7... .1..i................ •• OTC: qq .-••••••'.:••••••.'1.'.'..'".....:'.:.....",r.'...•.:::'..!"...7...f'n-: • • • Permit#: 11• 7';,k( �� OWNER: • Address: Si 1 �C�L j • • • • • • • • • c bs�us • • • • • By: ,� ! VISIONARY PROPERTIES, INC. 175 E. HOUSTON ST. • OFFICE CUPY SAN ANTONIO,TX 78205 • 210/524-6827 V ISIONWORKS # 259 WASHINGTON SQUARE TOO FAX:210/524-6522 Is Iw4AR 2 7 2017 GARD 0.3FDI GDVSIGN O iiW IOC 1 0 104 SW WASHINGTON SQ • RD •PORTLAND , OR 97223 a . . 0 SITE: VISION WORKS #259 LANDLORD NOTES: OWNER: ARCHITECT: CODE INDEX: y GC MUST HAVE A PRE CONSTRUCTION MEETING WITH MALL BUILDING CODE: 2014 INTERNATIONAL BUILDING CODE Cr : ce � MANAGEMENT PRIOR TO ANY WORK STARTING AND PROVIDE REQUIRED i k= ACCESSIBILITY: 2014 ADAGG Z CO' cz d '�" ! : ry ' " PAPERWORK AND FEES f PLUMBING CODE: 2014INTERNATION PLUMBING CODE N N irk,.� '� � i��G '?r rr/�#. ;�" �, � :''"�! �, ; ....-.,..:••—r".....:4,,,. J• /;� O ,; _ , %';+.., .'',:'.4":.... •<,-•••:•.::: .}, , "...:•5* „ ,.,,,r. ar ''; • 2 MUST SUBMIT SEPARATE SIGN DRAWINGS FOR REVIEW/ APPROVAL. MECHANICAL CODE: 2222000011114444 014 INTERNATIONAL MECHANICAL CODE H Z ��rrii,, Ay,,;,, . •� •;;aYi.�: .. ?5 �'.��' -�;�,/%� /%//_.: /,`. ' lr �� I` • ' '''--"-.--::•:. �, , 3 CONTRACTOR MUST USE MALL REQUIRED VENDORS FOR ALL AN ELECTRIC CODE: 2014 INTERNATION ELECTRICAL CODE • , r q ' ” REQUIRED WORK (OBTAIN FROM MALL). VISIONARY PROPERTIES, INC. CORTLAND MORGAN ENERGY CODE: ASHRAE 0 0 „,„„,..„,,..,..„00-,-- : .�� .. :,: Mors; �'�' ' � ARCHITECT FIRE CODE: 2014 INTERNATIONAL FIRE CODE n 11. . ."...1„...,..‹.„../:. sii x C'D O /i . / :.10 _� CORTLAND MORGAN, AIA JULIA CHARO cn Z 9 r x , ' r t t �" 175 E. HOUSTON ST. 71 1 N. FIELDER RD. BUILDING DATA: � "- „ . �' � �' �� '�`:� � � � ��,;�� ARLINGTON, TX 76012 Q I ❑ .gr)� �� l SAN ANTONIO, TEXAS 78205-2255 GROSS LEASABLE AREA: 2835 SF fr = TEL:210/524 6827 FAX 210/524-6522 TEL: 817/635 5696 FAX:817 635 5699 OCCUPANCY CLASS: MERCANTILE SECONDARY BUSINESS Z �' �- --..._. _:m,: CONSTRUCTION TYPE: TYPE 2B SPRINKLERED < IX E � �. �..,.. li ifit:rt:* " „ is �, PROVIDED EXITS/WIDTH: 361N Ln ]i : I- TRAVEL DISTANCE: 250FT N y }/r%i i ,ii r/rr, TIS r,�i i /�' r f.,sff4,', �: /r/.. :.i ,/�li i yZ//1//r, %r : i..::. r/ / -= . ,;% //% /�%l�! 9i%//�// //r,'/ / sro�, %� , �. iii i,,/ / /,`////i %�///;. % ;. � .... .. ./ o /� ��\ 4 t,,,A. - iy, „/ , „ ,ijoy//,‘ .2),F7 ,,,e;:.:.::!,%'-',,: '•••:,%';'.r.74 4:.:,.. ,•77...f,t,...,,,,k , ,,,:iortt.4.1i,:, f f, : , �,,,' LANDLORD: MEP ENGINEER: OCCUPANT LOAD GROSS AREA /// �' / ,; j n :f e / ��' f i EXIT C 51 y` ` J/� �t �/ irtilLV,..00 ,,,.,... . ..f..:,•;*::* ;,/,,. p� TABLE 1004.1 .1 AREA OLF OCC WIDTH 0 0 r' A :r lipy Accessory Storage Areas, Mechanical, Equipment Rooms 332 SF 300 4 0.22iir— mss' moi, y`', - / iiir a ,� '!,,r•'•i� � �' ��y ,, r t - . ' ' .*t,:•--- .. "°' /%i y �/`." '0:7-/"i'''''''' '° Business Areas 947 SF 100 ]0 1 .89 Z -- `''� ..•.'4. " Q g- /�' %� �� ..,,/,',„7, Industrial Areas 1 17 SF 100 2 0.23 " !/�!� % f � w F MACERICH WILSON & ASSOCIATES/ 0 ,, -: S�i�,�� _.: y��//r//�/ �'%�%' -r /f//'-`,/,:;%:.,,//n /�%��,Y., i% .:,.J''''..!�� 'f �4 ',1.47.,...,„••,.., i.;it • '�;M ' � a" � %'! �' i; • %© � , ,% Locker Rooms 240 AS 50 5 0.96 i!r ,® , ° ::. KINETICS CONSULTING v) �/% F : :y -q H, �/ :�i/ Vahl•n " n4S e" [ � .,: Mercantile Basements and Grade Floor Areas 1 198 SF 30 40 7.99 �.. �. •i•/ : -.14, ¢ ' � K' �� MATT BRANT JOE CARREON ff ` "° Grand total: 8 2835 SF bl 1 1 .30 :•4::::>.':,::::::.::" ' .� /� 40) WILSHIRE BLVD., STE 700 401 AUSTIN HWY STE 216 �t y. / SANTA MONICA, CA 90401 SAN ANTONIO, TX 78209 �.��LJ+ rr� - Es •:„/,.. ,! '' / 'ikf - "' '- ./ ` � TEL TEL 210/734-2208 FAX:210/734-3637 ; A...L,1{'Y' E393 = szP .. .. / ✓i/, ., #.:?:'"/ y �'° ,y . rf%f / /F • f iiiiiiiiiiii ..,;,a��//o�'�":, ::- • • • "gym: r ' „ak.:'' 61,/ " 3t, ry CoX5,. ; , ,,,,., , -,,,,,-. i� , ABBREVIATIONS: DRAWING INDEX: 0 « ,,; ACT ACOUSTICAL CEILING TELE HT HEIGHT ARCHITECTURAL: ,e,/,,. ��' : �.:. '�� :. - -- � : '�l�/1// �ii3ll%� �i� ./. ''i i/•;%/y%� k sig_: ': A:::... (6,..,s..1" � ;44%, r `"" ADJ ADJUSTABLE HVAC HEATING/VENTILATING/AIR CONDITIONING CS COVER SHEET AFF ABOVE FINISHED FLOOR INSUL INSULATION VICINITY: ALUM ALUMINUM LAV LAVATORY S' ] 0 SP IF I� ,> r; ALT ALTERNATE LT(G) LIGHTING) SP1 .I SPECIFICATIONS o r w''X E hr "} ANDD ANODIZED MAX MAXIMUM - .0 P� I lO NO.'S BLDG BUILDING MECH MECHANICAL SP2.1 SPECIFICATION UL INFORMATION 2 BOT BOTTOM MIN MINIMUM AG ACCESSIBILITY G IDELINES CL CENTER LINE MISC MISCELLANEOUS REVISIONS CLG CEILING MTD MOUNTED Al DMO PLANS� , f :,� "3�"F�`�` «'' �� r''` CT CERAMIC TILE MTL METAL -�� A .0 DIM NSIO ED L�OR P AN ISSUE DESCRIPTION DATE 1 PERMIT ISSUE 01/30/17„ F°IIs ;', CJ CONTROL JOINT OC ON CENTER A2.0 R FLE ED FILING PLAN 2 PERMIT REISSUE 02/17/17 COL COLUMN OPP HND OPPOSITE HAND Red F Little Engineers CONC CONCRETE PLY PLYWOOD r 0 Gourmet Burgers • CM CONSTRUCTION MANAGER P(D} PAINT(ED) .1 WALL SECTION /TYP S CONT CONTINUE(OUS} PTD PAPER TOWEL DISPENSE A3” I LL TA } CS COVER SHEET PT PORCELAIN TILE A3.3 ELEVATIONS • DBL DOUBLE REF REFER/REFERENCE A4.0 SCH PULES �� DET DETAIL RFI REQUEST FOR INFORMATION A5.0 FURNITURE, FIXTURES, AND EQUIPME T PLAN r �} • DWG DRAWING RM ROOM `� CORTLA.vD10Rr 4s'. EJ EXPANSION JOINT SC SOLID CORE ' ELEV ELEVATION SCHED SCHEDULE(ED) DEMO: ARLINGTON, TEXAS S ';h��le • C h€rSty I Oh Ike€ i ral € ELEC ELECTRICAL SHT SHEET Dl DEMOLIT ON PLANS ," " Pub and artf EQ EQUAL SIM SIMILAR gi PLUMB • � , �J_G € EQ ## EQUIPMENT SPEC SPECIFICATIONS} PME1 .01 PME GENERAL NOTES • Q , EXT EXTERIOR STL STEEL P1 .01 WASTE/VENT FLOOR PLAN (tcty;t; r€ n EXST EXISTING STRUCT STRUCTURE(AL) P2.01 WATER FLOOR PLAN €AI's? CnII FIN FINISH(ED) TEMP TEMPERED P3.01 PLUMBING DETAILS & SCHEDULES FRP FIBERGLASS REINFORCED PANEL TPD TOILET PAPER DISPENSER MECHANICAL: FX ## FIXTURE(S) TS TUBULAR STEEL M1 .01 MECHANICAL FLOOR PLAN COVER SHEET FLR FLOOR TYP TYPICAL M2.01 MECHANICAL SCHEDULES & DETAILS y,_r,f'';£ }€ M3.01 MECHANICAL DETAILSfY4�IVlirlitC1fJF? F ## FURNITURE VIF VERIFY IN FIELD GA GAUGE, OR GAGE VCT VINYL COMPOSITION TILE ELECTRICAL: GC GENERAL CONTRACTOR VPI VISIONARY PROPERTIES, INC. El .01 POWER FLOOR PLAN GL GLASS WC WATER CLOSET El .02 COMMUNICATIONS FLOOR PLAN SHEET NUMBER C S A Jesus Church.w, is GYP GYPSUM BOARD WD WOOD E2.01 LIGHTING FLOOR PLAN HC HOLLOW CORE WH WATER HEATER E3.01 ELECTRICAL al RISERS 8� PANELS HDWR HARDWARE YP YELLOW PINE E4.01 ELECTRICAL DETAILS . BIDDING REQUIREMENTS GENERAL REQUIREMENTS CONTINUED SELECTIVE DEMOLITION CONTINUED ALUMINUM STOREFRONTS CONTINUED THE BID SHALL BE MADE ON THE FORM OF PROPOSAL FURNISHED BY THE OWNER.SUBMIT BIDS VIA FAX CLEARLY MARKED THE CONTRACTOR SHALL MAINTAIN AT THE SITE A SET OF REPRODUCIBLE AND SPECIFICATIONS THAT SHALL BE UPDATED AS MAINTAIN EXITING REQUIREMENTS AT ALL TIMES. PROCESS ALL EDGES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS OR AS INDICATED ON THE DRAWINGS.ALL WITH THE STORE NUMBER,MALL NAME,CITY,AND STATE. BID PROPOSALS SHALL BE EMAILED TO WORK PROGRESSES,INDICATING ANY CHANGES,DEVIATION OR ALTERATIONS AND SHALL BECOME"RECORD"DRAWINGS TO EXPOSED EDGES SHALL BE GROUND AND POLISHED; NO EXCEPTIONS, PRIOR TO TEMPERING. DO NOT CUT OR TREAT EDGES IN ' CONSTRUCTIONADMIN@VISIONARY-PROPERTIES.COM AND REFERENCE THE PROJECT NAME ON THE PLANS. BE TURNED OVER TO VPI AT THE COMPLETION OF THE WORK. MAINTAIN SECURITY OF EXISTING BUILDINGS WITH TEMPORARY DOORS,CLOSER,AND LOCKSET.WHERE AN OPENING IS THE FIELD, MADE IN A RATED WALL,PROVIDE TEMPORARY DOOR, FRAME,AND HARDWARE WITH APPROPRIATE RATING FOR WALL THE PROPOSAL SHALL BE SUBMITTED ON A STIPULATED SUM BASIS,PRESENTED BY ASSIGNING THE PREDETERMINED THE CONTRACTOR SHALL DILIGENTLY PROSECUTE THE WORK TO COMPLETION AND SHALL AT ALL TIME GIVE HIS PERSONAL CONSTRUCTION. WINDOW FILM DIVISIONS LISTED ON THE BID FORM SHEET;SUMMATION OF THE STIPULATED SUM.THE BIDDER IS REQUIRED TO BID ON THE SUPERVISION AND ATTENTION THERETO AND MAINTAIN A COMPETENT SUPERINTENDENT AND NECESSARY FOREMAN TO ACT GC IS TO HIRE A WINDOW FILM INSTALLER TO PROVIDE AND INSTALL JOHNSON WINDOW FILMS SENICVIEW 10 ON THE INSIDE OF BASE BID ALL AND ALTERNATES. EACH ALTERNATE PRICE SHALL INCLUDE ALL LABOR,MATERIAL,EQUIPMENT,AND SALES FOR HIM. PROVIDE SUFFICIENT AND SATISFACTORY FORCES REQUIRED TO WORK TO ENSURE THE PROSECUTION OF THE WORK EXECUTE DEMOLITION WORK TO ENSURE SAFETY OF PERSONS,AND ADJACENT PROPERTY AGAINST DAMAGE BY GLAZING FOR ALL WINDOWS THAT ARE TO BE FURRED OUT.IF SUB DOES NOT PROVIDE JOHNSON WINDOW FILMS THEY ARE TO C O R T L A N D - TAX. IN COMPLETION TO MEET AGREED UPON TURN OVER DATE,NEGLECT OR FAILURE TO FURNISH SUCH FORCES OR MEET SEi ILEMENT,FALLING DEBRIS OR OTHER CAUSES IN CONNECTION WITH THIS WORK. PROVIDE A SUBSTITUTE TO VPI FOR APPROVAL. MORGAN REQUIRED DATES SHALL BE GROUNDS OF TERMINATION OF THE AGREEMENT,THE CM AT HIS/HER OPTION MAY FURNISH THE CONTRACTOR ACKNOWLEDGES THAT HE HAS SATISFIED HIMSELF AS TO THE NATURE, LOCATION,GENERAL ADDITIONAL FORCES AT THE CONTRACTORS EXPENSE TO MEET THE SCHEDULE AND COMPLETION DATE AND/OR WITH LEGAL DEMOLISH CONCRETE AND MASONRY IN SMALL SECTIONS. ALL SOLAR WINDOW FILM TO BE PROVIDED AND INSTALLED BY VPI'S VENDOR HD CLEAR.GC TO COORDINATE WITH CM AND ARCHITECT CONDITIONS,PARTICULARLY THOSE BEARING UPON TRANSPORTATION,CODES,AND ORDINANCES,DISPOSAL NOTICE RECOVER DAMAGES ARISING FROM SUCH DELAYS,INCLUDING BUT NOT LIMITED TO RENT CHARGES. HD CLEAR ON INSTALLATION OF SOLAR FILM. HANDLING AND STORAGE OF MATERIALS.AVAILABILITY OF LABOR,TYPE OF PAYMENT AND FACILITIES REQUIRED TO DO REPAIR ALL DEMOLITION PREFORMED IN EXCESS OF THAT REQUIRED. Y ,IJilillhd o. i', iYii,i,i, 1Il,lii.I iJ UJ i,ii,I lu d,ld.ii, SO PROPERLY ESTIMATING THE DIFFICULTY OF COST THERE OF.THE OWNER ASSUMES NO RESPONSIBILITY FOR ANY THE WORK SHALL BE LAID OUT FROM DIMENSIONS SHOWN ON THE DRAWINGS ONLY.DO NOT SCALE THE DRAWINGS.THE ALL GRAPHIC WINDOW FILM TO BE PROVIDED AND INSTALLED BY VPI'S VENDOR HD CLEAR.GC TO COORDINATE WITH CM 711 N. FIELDER RD. REPRESENTATIONS MADE BY ANY OF ITS AGENTS OR REPRESENTATIVES TO CONTRACTOR DURING OR PRIOR TO CONTRACTOR SHALL WORK FROM THE MOST RECENT DRAWINGS SUPPLIED BY THE DESIGN DEPARTMENT.WORK SHALL BE REMOVE DEMOLISHED MATERIALS,TOOLS,AND EQUIPMENT FROM SITE UPON COMPLETION OF WORK.LEAVE SITE IN AN AND HD CLEAR ON INSTALLATION OF GRAPHICS. ARLINGTON,TX 76012 EXECUTION OF AGREEMENT, UNLESS SUCH REPRESENTATION AND OWNERS RESPONSIBILITY IS EXPRESSLY STATED IN PERFORMED BASED UPON LANDLORD AND CITY APPROVED PLANS ONLY AFTER WRITTEN DIRECTION BY THE CM. ACCEPTABLE CONDITION. 817/635-5696 AGREEMENT. NO ADDITIONTHE CONTRACT BID CAN ACCEPTED FOR CONDITIONS INCREASING THE COST IF HD VERIFY ALL LINES, LEVELS, INTERFERENCES, FIELD DIMENSIONS AND CONDITIONS WITH THE DRAWINGS AND REPORT ANY DIVISION 3 - CONCRETE GRAY LBALOG-GBALOG@ MGRAPH.BIZ 248/675-9846 EAR CONTACT INFORMATION: FAX:817/635-5699 SUCH CONDITIONS COULDOULDHAVE BEEN OBSERVED BY THOROUGH SITE INSPECTION. ERRORS,OMISSIONS OR DISCREPANCIES TO THE CM PRIOR TO COMMENCING WORK.THE GC IS TO REPORT TO THE CM ANY INSTALL CAST-IN-PLACE CONCRETE SLAB LEVEL WITH ADJACENT CONCRETE SURFACES UNLESS DIRECTED OTHERWISE.ALL ALL RFI'S REGARDING INTERPRETATIONS OR CLARIFICATIONS OF REQUIREMENTS SHALL BE DIRECTED TO THE PROJECT VARIANCES OR FIELD CONDITIONS THAT MAY CAUSE CONSTRUCTION PROBLEMS PRIOR TO COMMENCING WORK.FAILURE TO CONCRETE SLABS SHALL BE PLANE WITH A MAXIMUM TOLERANCE OF 118"IN 10"AND SHALL NOT VARY AT ANY POINT MORE DIVISION 9 - FINISHES OWNER: CM (CM) IN WRITING. REPORT TO THE CM FOR INTERPRETATION SUCH CONDITIONS OR COVERING OVER A CONDITION WHICH SUBSEQUENTLY THAN 1/8"ABOVE OR BELOW THE PLANE SURFACE. ACOUSTICALCEILING$ CAUSES ANY DELAY OR ADDITIONAL COST SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,WHO SHALL BE HELD FOR ANY WHEN DISCREPANCIES ARE DISCOVERED BETWEEN THE ARCHITECTURAL PLANS AND THE PME PLANS,THE GC IS TO DAMAGES RESULTING THERE FROM. PROTECT FRESHLY DEPOSITED CONCRETE FROM PREMATURE DRYING AND EXCESSIVELY HOT OR COLD TEMPERATURES ASTM C 636-STANDARD PRACTICE FOR INSTALLATION OF METAL CEILING SUSPENSION SYSTEMS FOR ACOUSTIC TILE IMMEDIATELY SUBMIT A RFI TO THE CM FOR INTERPRETATION OF THE DOCUMENTS INTENT. AND MAINTAIN WITH MINIMAL MOISTURE LOSS AT A RELATIVELY CONSTANT TEMPERATURE FOR A PERIOD OF TIME AND LAY-IN PANELS. ANY CONFLICT BETWEEN DETAIL, DIMENSION,MATERIAL OR SPECIFICATION IS TO BE ADDRESSED TO THE CM FOR NECESSARY FOR THE EARLY HYDRATION OF THE CEMENT AND PROPER HARDENING OF THE CONCRETE. THE CONTRACT WILL BE AWARDED AS SOON AS POSSIBLE TO THE SELECTED BIDDER,AS DETERMINED BY THE OWNER AND INTERPRETATION.ANY SUCH CONFLICT NOT SO RESOLVED AND CORRECTION IS LATER REQUIRED SHALL BE AT THE INSTALL ACOUSTICAL CEILING SYSTEM(S) IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND ASTM C VISIONARY PROPERTIES,INC. CONTRACTORS EXPENSE. THE CONTRACTOR WILL COORDINATE WITH THE LANDLORD ANY AND ALL REQUIREMENTS FOR CONCRETE FILL INS AND 636 TO PRODUCE FINISHED CEILING TRUE TO LINE AND LEVEL AND FREE FROM WARPED,SOILED,OR DAMAGED GRID 175 E.HOUSTON ST. AT HIS/HER SOL DISCRETION.THE OWNER RESERVED THE RIGHT TO WAIVE ANY INFORMATION IN BIDS RECEIVED WHEN . SUCH WAIVER IS IN THE INTEREST OF THE OWNER. ENSURE THAT THEY ARE MET. OR LAY-IN PANELS. SAN ANTONIO,TX 78205 THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS LAYOUT AND FOR THAT OF HIS SUB-TRADES.ALL DIMENSIONS INDICATED AS 210/524-6827 THE PRICE FOR EXTRAS SHALL BE CALCULATED AT THE CONTRACTOR'S COST PLUS OVERHEAD AND PROFIT AT THE HOLD DIMENSIONS SHALL BE MAINTAINED.ANY VARIANCES FROM THESE WILL BE AT THE RISK OF THAT TRADE OR DIVISION 4 - MASONRY INSTALL CEILING SYSTEM(S) IN A MANNER CAPABLE OF SUPPORTING ALL SUPERIMPOSED LOADS,WITH MAXIMUM FAX:210/524-6522 PERCENTAGE LIMITED BY THE OWNER. CONTRACTOR.VERIFY ANY EQUIPMENT CLEARANCES PRIOR TO LAYOUT,HE SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE WHERE MASONRY WORK IS REQUIRED THE CONTRACTOR WILL ENSURE THAT ALL NEW MASONRY AND MORTAR MATCHES PERMISSIBLE DEFLECTION OF 1/360 OF SPAN AND MAXIMUM SURFACE DEVIATION OF 1/8"IN 10 FEET (1/960). - • TO OR ADDITIONAL COST FOR FAILURE TO DO SUCH LAYOUT.PRIOR TO COMMENCEMENT OF CONSTRUCTION THE THE EXISTING STRUCTURE.COORDINATE WITH THE CM AND LANDLORD TO ENSURE THAT ALL MATERIALS MATCH. SUBSTITUTIONS CONTRACTOR SHALL VERIFY ALL OVERALL DIMENSIONS,COLUMN LOCATIONS AND REPORT THESE TO THE CM.THE INSTALL AFTER ALL MAJOR ABOVE CEILING WORK IS COMPLETE.COORDINATE THE LOCATION OF HANGERS WITH WHENEVER POSSIBLE THROUGH THE CONTRACT DOCUMENTS,THE MINIMUM ACCEPTABLE QUALITY OF WORKMANSHIP CONTRACTOR SHALL COORDINATE THE WORK OF HIS FORCES WITH SUB-TRADES,LANDLORD AND VPI.ANY FAILURE TO OTHER WORK.ENSURE THE LAYOUT OF HANGERS AND CARRYING CHANNELS ARE LOCATED TO ACCOMMODATE - AND MATERIALS HAS BEEN DEFINED EITHER BY MANUFACTURER'S NAME AND CATALOG NUMBER OR BY REFERENCE TO PROPERLY COORDINATE WHICH RESULTS IN ADDITIONAL COST INCLUDING ANY DEMOLITION OF CONSTRUCTION IN PLACE DIVISION 5 - METALS FITTINGS AND UNITS OF EQUIPMENT WHICH ARE TO BE PLACED AFTER THE INSTALLATION OF CEILING GRID SYSTEM(S). RECOGNIZED INDUSTRY STANDARDS. SHALL BE BOURNE BY THE CONTRACTOR. ALL METAL STUDS ARE TO BE COLD FORMED 20 GAUGE METAL UNLESS OTHER WISE NOTED. WHERE DUCTS OR OTHER EQUIPMENT PREVENT THE REGULAR SPACING OF HANGERS,REINFORCE THE NEAREST UNLESS THE PRECISE COLOR AND PATTERN IS SPECIFICALLY DESCRIBED IN THE CONTRACT DOCUMENTS,WHENEVER A ALL MATERIALS SPECIFIED IS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURES INSTRUCTIONS AND SPECIFICATIONS. ADJACENT HANGERS AND RELATED CARRYING CHANNELS AS REQUIRED TO SPAN THE REQUIRED DISTANCE. 0 CHOICE OF COLOR OR PATTERN IS AVAILABLE IN A SPECIFIED PRODUCT,SUBMIT ACCURATE COLOR CHARTS AND GC IS TO CONSTRUCT THE PROJECT IN ACCORDANCE WITH THE DOCUMENTS.VPI AND ITS REPRESENTATIVES ARE THE SOLE PROVIDE AND INSTALL ALL FABRICATED METAL COMPONENTS REQUIRED FOR ALL SECTIONS OF WORK. PATTERN CHARTS TO THE PROJECT CM FOR HIS/HER REVIEW AND SELECTION.VERIFY PRIOR TO BIDDING,THAT ALL INTERPRETER,ARBITER OF THE DOCUMENTS.ANY DEVIATION FROM THE INTENT OF THE DOCUMENTS,WITHOUT THE CM'S HANG INDEPENDENTLY OF WALLS,COLUMNS,DUCTS, PIPES,AND CONDUIT.WERE CARRYING MEMBERS ARE SPLICED, SPECIFIED ITEMS WILL BE AVAILABLE IN THE TIME FOR INSTALLATION DURING ORDERLY AND TIMELY PROGRESS OF THE APPROVAL IS AT THE CONTRACTOR'S OWN RISK AND MAY RESULT IN CORRECTION AT THE CONTRACTOR'S EXPENSE ALL HVAC STRUCTURAL SUPPORT IS TO BE DESIGNED BY A STRUCTURAL ENGINEER (COMMISSIONED BY VPI).CONTRACTOR AVOID VISIBLE DISPLACEMENT OF THE LONGITUDINAL AXIS OR FACE PLAIN OF ADJACENT MEMBERS. WORK.IN THE EVENT THAT A SPECIFIED ITEM WILL NOT BE AVAILABLE,NOTIFY THE CM PRIOR TO SUBMITTING BID. (MATERIALS AND LABOR). WILL SUPPLY SHOP DRAWINGS FROM STEAL MANUFACTURER TO CM FOR HIS/HER FILES. II"'" DO NOT SUPPORT FIXTURES FROM OR ON MAIN RUNNERS OR CROSS RUNNERS IF WEIGHT OF THE FIXTURE CAUSES THE LLI THE CM WILL CONSIDER PROPOSALS FOR SUBSTITUTION OF MATERIALS, EQUIPMENT AND METHODS ONLY WHEN SUCH WORK BY VPI DIVISION 6 - WOOD AND PLASTICS TOTAL DEAD LOAD TO EXCEED THE DEFLECTION CAPABILITY.IN SUCH CASES,SUPPORT FIXTURE LOADS BY W SPECIFIED MATERIALS ARE UNAVAILABLE OR METHODS ARE INAPPROPRIATE AS SPECIFIED. AT THE VPI'S REQUEST,SOME OR ALL OF THE EXISTING EQUIPMENT OR FIXTURES MAY BE SAVED AND REUSED AT THIS SUPPLEMENTARY HANGERS LOCATED WITHIN 6 INCHES OF EACH CORNER,OR SUPPORT THE FIXTURES INDEPENDENTLY. LOCATION.ANY STORAGE UNITS (SEA CONTAINERS OR PODS) THAT ARE REQUIRED FOR AN OPEN REMODEL WILL BE ROUGH CARPENTRY DO NOT SUBSTITUTE MATERIALS OR EQUIPMENT, UNLESS SUCH SUBSTITUTION HAS BEEN SPECIFICALLY APPROVED FOR THIS PROVIDED BY VPI.THE CONTRACTOR WILL BE RESPONSIBLE FOR THE DE-INSTALL AND RE-INSTALL OF ALL ITEMS THAT ARE TO PROVIDE AND INSTALL ALL ROUGH CARPENTRY ITEMS AS REQUIRED FOR A COMPLETE AND PROPER INSTALLATION AND INSTALL EDGE MOLDINGS AT INTERSECTION OF CEILING AND VERTICAL SURFACES USING MAXIMUM LENGTHS, • WORK BY THE CM. BE REUSED. AS REQUIRED BY CODE.PROVIDE FIRE RETARDANT TREATED WOOD WHEN REQUIRED BY CODE. STRAIGHT,TRUE TO LINE,AND LEVEL.MITER CORNERS.PROVIDE EDGE MOLDINGS AT JUNCTIONS WITH OTHER CEILING '_ FINISHES. a ce SUBSTITUTION PROCEDURE ALL FIXTURES AND FURNITURE WILL BE SUPPLIED BY VPI.THE CONTRACTOR IS TO BE ON SITE ON DATE OF DELIVERY TO TREATED MATERIAL SHALL BE LABELED TO INDICATE PRESSURE TREATMENT.TREATMENT SHALL BE FOR CLASS"A"FLAME CONTRACTORS REQUESTING SUBSTITUTES OR"EQUALS"TO ITEMS ON PLANS OR IN SPECIFICATIONS MUST FOLLOW THE INSTALL ALL FIXTURES AND FURNITURE UNLESS OTHER WISE INSTRUCTED BY THE CM. SPREAD RATING. FIT ACOUSTIC LAY-IN PANELS IN PLACE,FREE FROM DAMAGED EDGES OR OTHER DEFECTS DETRIMENTAL TO V) • PROCEDURES SET FORTH BELOW: APPEARANCE AND FUNCTION.FIT BORDER UNITS NEARLY AGAINST ABUTTING SURFACES.INSTALL PANELS IN ANY Z THE CONTRACTOR SHALL REVIEW WITH THE OWNER ALL ITEMS TO BE REUSED FROM AN EXISTING STORE AND/OR SUPPLIED FINISH CARPENTRY UNBROKEN AREA OF CEILING FROM THE SAME PRODUCT LOT AS INDICATED BY LOT NUMBER ON EACH CARTON. 0 O `- M 1.REQUESTS FOR SUBSTITUTIONS MUST BE SUBMITTED TO THE CM BY THE GC.SUBCONTRACTORS ARE NOT TO SUBMIT TO THE BY OWNER.THE CONTRACTOR AGREES TO INSTALL OR REINSTALL SAME. FURNISH AND INSTALL ALL ITEMS NOT INDICATED IN THE OWNER'S FIXTURE PACKAGE, INCLUDING BUT NOT LIMITED TO 0 N CM DIRECTLY. STORAGE SHELVING,WALL CAPS,SOLID CORE WOOD DOORS,AND ALL ACCESSORIES FOR A COMPLETE AND PROPER INSTALL LAY-IN PANELS LEVEL IN UNIFORM PLANE AND FREE FROM TWISTS,WARPS,AND DENTS. 2.THE REQUEST FOR SUBSTITUTION MUST BE ACCOMPANIED BY A COMPLETE DESCRIPTION OF THE PROPOSED EQUIPMENT THE GC SHALL REVIEW DOCUMENTS TO DETERMINE THE EXTENT OF ITEMS SUPPLIED BY THE OWNER. INSTALLATION. GYPSUM WALL BOARD CEILINGS ~ Z r• _ AND/OR MATERIAL SUCH AS CUT SHEETS OR SAMPLES TO ENABLE THE CM TO MAKE A THOROUGH COMPARISON WITH 1� THE SPECIFIED ITEM. TEMPORARY CONSTRUCTION ENCLOSURES FIXTURES INSTALL GYPSUM WALL BOARD CEILING IN ACCORDANCE WITH ALL GOVERNING CODES AND REGULATIONS IN DESIGNATED V 3.THE CM WILL, UPON SUCH REQUEST,EVALUATE THE PROPOSED SUBSTITUTION ON THE BASIS OF ADVERTISED TECHNICAL THE CONTRACTOR SHALL ERECT AND MAINTAIN TEMPORARY ENCLOSURES (BARRICADES,SHROUDS,VISQUENE, ETC.) OVER AREAS.REFER TO DRAWINGS FOR EXACT LOCATION AND SIZE OF GYP CEILING. INSTALL VPI FURNISHED FIXTURE PACKAGE FROM FIXTURE MANUFACTURER.COORDINATE WITH THE CM FOR A COMPLETE I-"" c/ PERFORMANCE,SUITABILITY,SIZE,OR OTHER CONSIDERATIONS AND INFORM THE GC OF HIS/HER DECISION. OPENINGS AND SURROUNDING THE DEMISED TENANT SPACE.TEMPORARY ENCLOSURES SHALL BE DUST-PROOF PARTITIONS AS LIST OF ALL ITEMS DELIVERED ON THE TRUCK. ( h 4.IN ORDER TO FACILITATE THE EVALUATION PROCESS,THE GC SHOULD SUBMIT DOCUMENTATION TO SUPPORT THE REQUIRED TO PREVENT SPREAD OF DUST,FUMES,AND SMOKE TO OTHER PARTS OF THE BUILDING.THE CONTRACTOR SHALL MEET FINISHED CEILING IS TO BE TRUE TO LINE AND LEVEL AND FREE FROM DEFECTS. v PROPOSED SUBSTITUTION ON THE BASIS OF WARRANTIES,COST DIFFERENCE,AND EXPECTED SERVICE LIFE AS WITH THE LANDLORD'S REPRESENTATIVE AND/OR THE CM TO DETERMINE THE EXTENT OF THE TEMPORARY ENCLOSURE.COSTS FOR DIVISION 7 - THERMAL AND MOISTURE TILE z COMPARED TO THE SPECIFIED EQUIPMENT. PROCUREMENT TIME WILL NOT NORMALLY BE CONSIDERED AS SUCH TEMPORARY ENCLOSURES,MATERIAL AND/OR LABOR SHALL BE PAID FOR BY THE CONTRACTOR. y JUSTIFICATION FOR SUBSTITUTION REQUESTS.IN THE EVENT OF PROCUREMENT TIME BEING THE FACTOR,THE GC SHALL BUILDING INSULATION CONFORM TO ANSI-AMERICAN NATIONAL STANDARD SPECIFICATIONS FOR CERAMIC TILE AND INSTALLATION-TCA 137.1 AND �.... PROVIDE THE CM WITH THE SPECIFIC INFORMATION ALLOWING THE CM TO EXPLORE THE DELAY AND TO ATTEMPT TO IF THE LANDLORD PROVIDES CONSTRUCTION OF THE BARRICADE THE CONTRACTOR SHALL NOTIFY THE CM ON HIS BID.IF THE GC PROVIDE AND INSTALL BUILDING(BATT) INSULATION AT ALL EXTERIOR AND DEMISING WALLS WHERE NOT ALREADY MANUFACTURER'S INSTALLATION RECOMMENDATIONS. _L a RESOLVE THE PROBLEM WITH A SUBSTITUTION. FAILS TO INFORM THE CM IN WRITING THEN THE GC SHALL BE HELD TO HAVE INCLUDED THE BARRICADE IN HIS BID. PROVIDED.TAPE AND SEALER AS RECOMMENDED BY MANUFACTURER OF INSULATION WITH FIRE RESISTIVE AND PERM V) Z 5.ONLY AFTER THE CM ACCEPTS AND PROVIDES WRITTEN APPROVAL,WILL THE GC ASSUME AUTHORITY TO PROCEED WITH ALL TILE WILL BE SUPPLIED BY VPI AND INSTALLED BY CONTRACTOR. Z THE PROPOSED SUBSTITUTION. UPON COMPLETION OF WORK AND FOLLOWING THE CM'S APPROVAL,THE CONTRACTOR SHALL DISMANTLE THE TEMPORARY RATING EQUAL TO INSULATION. INSULATION IS TO HAVE AN R VALUE OF 19,A UL FLAME SPREAD OF 25,AND A SMOKE- DEVELOPED INDEX OF 450. GROUT SHALL BE TEC POWER GROUT,ULTIMATE PERFORMANCE GROUT.COLOR TO BE DETERMINED BY TILE AS NOTED IN THE ENCLOSURES AND DISPOSE OF AS REQUIRED.PATCH AND REPAINT AREAS(MARCHING ADJACENT MATERIALS)WHICH WERE FINISH LEGEND ON A4.0.MORTAR IS TO BETEG FAST SET 3N1 PERFORMANCE MORTAR TA 517/518. L GENERAL CONDITIONS DAMAGED BY TEMPORARY ENCLOSURE. SOUND BATT INSULATION IS TO BE INSTALLED IN ALL WALLS SURROUNDING THE RESTROOMS AND MECHANICAL ROOM. N ir- EZ AGREEMENT TEMPORARY FACILITIES INSULATION IS TO HAVE AN R VALUE OF 13,A UL FLAME SPREAD OF 25,AND A SMOKE-DEVELOPED INDEX OF 450. INSTALL TILE IN ACCORDANCE WITH ANSI A 108.5 AND TCA METHOD F 113. THE DRAWINGS,SPECIFICATIONS,AND OTHER DOCUMENTS PREPARED BY THE DESIGN DEPARTMENT(VPI,ARCHITECT,AND ELECTRIC,WATER,TOILET,TELEPHONE, HEAT,AND ANY OTHER SERVICE REQUIRED IN THE PERFORMANCE OF THE CONTRACT ROOFING REPAIR INSTALL WALL TILE AND BRACE IN ACCORDANCE WITH ANSI A108.5 AND TCA METHOD W 244 AT TILE BACKER BOARD OVER v) O ENGINEER) ARE INSTRUMENTS OF THE DESIGN DEPARTMENT'S SERVICE THROUGH WHICH THE WORK TO BE EXECUTED BY SHALL BE FURNISHED AND PAID FOR BY THE CONTRACTOR UNLESS INDICATED OTHERWISE BY THE CM. N 0_ THE CONTRACTOR IS DESCRIBED.NEITHER THE CONTRACTOR,SUBCONTRACTOR,SUB-SUBCONTRACTOR,MATERIAL OR COORDINATE WITH LANDLORD'S ROOFER ANY REPAIRS NEEDED TO BE MADE TO EXISTING ROOF DUE TO INSTALLATION OF METAL STUDS. i. EQUIPMENT SUPPLIER SHALL OWN OR CLAIM A COPYRIGHT IN THE DRAWINGS,SPECIFICATIONS,AND OTHER CLEANING NEW HVAC UNITS. DOCUMENTS PREPARED BY THE ARCHITECT UNLESS OTHERWISE INDICATED,THE DESIGN DEPARTMENT SHALL BE DEEMED THROUGHOUT THE PERIOD OF THEIR ON-SITE ACTIVITY, EACH CONTRACTOR AND SUBCONTRACTOR SHARES THE SEALANTS AND CAULKING CUT AND FIT TILE OR STONE TIGHT TO PROTRUSIONS AND VERTICAL OR PERPENDICULAR INTERRUPTIONS.FORM CORNERS AND Ce CD THE AUTHOR OF THEM AND WILL RETAIN ALL COMMON LAW,STATUTORY,AND OTHER RESERVED RIGHTS, IN ADDITION TO RESPONSIBILITY TO MAINTAIN THE BUILDING AND SITE IN AN ORDERLY AND CLEAN CONDITION. BASES NEATLY. THE COPYRIGHT.THE DRAWINGS,SPECIFICATIONS,AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT,AND COPIES PROVIDE AND INSTALL ALL REQUIRED SEALANTS,CAULKS AND ACCESSORIES FOR ALL COMPONENTS OF WORK TO BE 0 O THEREOF FURNISHED TO THE CONTRACTOR ARE FOR USE SOLELY WITH RESPECT TO THIS PROJECT. EACH CONTRACTOR SHALL PICK UP AND REMOVE ALL DEBRIS RESULTING FROM HIS/HER WORK AND SHALL SWEEP PERFORMED.CONTRACTOR IS TO ENSURE THAT ALL ITEMS MEET THE REQUIREMENTS SET FORTH IN THE LOCAL CODES. WORK TILE JOINTS UNIFORM IN WIDTH,SUBJECT TO VARIANCE IN TOLERANCE ALLOWED IN TILE SIZE.JOINTS SHALL BE 4--- AND CLEAN HIS/HER SHARE OF THE GENERAL DUST AND DIRT CREATED BY WORKMEN AND GENERAL ACTIVITY.TRASH WATERTIGHT,WITHOUT VOIDS,CRACKS, EXCESSIVE MORTAR,OR GROUT.GROUT JOINTS ON FLOOR SHALL BE 1/8"WIDE.GROUT SHOULD THE DRAWINGS AND SPECIFICATIONS BE CONTRADICTORY,OR SHOULD THERE BE ERRORS IN EITHER,THE AND CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE CONSTRUCTION SITE ON A DAILY BASIS IN A MANNER WHEN NECESSARY THE GC IS TO ENSURE THAT APPROVED FIRE CAULKS,SEALANTS,OR FOAMS ARE USED FOR ALL JOINTS ON WALL SHALL BE 1/8"WIDE. Z CONTRACTOR SHALL REFER THE MATTER TO THE CM FOR EXPLANATION AND SHALL ABIDE BY THEIR DECISION. APPROVED BY THE LANDLORD. PENETRATIONS IN DEMISING WALLS. O POLISH EXPOSED EDGES OF TILE AT CORNERS OR QUICK MITER. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS,VERIFY FIELD CONDITIONS,AND SHALL CAREFULLY COMPARE SUCH THE CONTRACTOR SHALL MAKE PROVISIONS FOR THE STORAGE AND REMOVAL OF CONSTRUCTION DEBRIS AND SHALL DIVISION 8 - DOORS, FRAMES, WINDOWS, AND HARDWARE ._ FIELD MEASUREMENTS AND CONDITIONS AND OTHER INFORMATION KNOWN TO THE CONTRACTOR WITH THE CONTRACT PAY ALL COSTS AS THEY ARISE FOR SUCH PROVISIONS. SOUND TILE AFTER SETTING.REPLACE HOLLOW SOUNDING UNITS. V) DOCUMENTS BEFORE COMMENCING ACTIVITIES.ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED SHALL BE METAL DOORS AND FRAMES > REPORTED TO THE CM AT ONCE. THE CONTRACTOR SHALL SCHEDULE FINAL CLEANING TO ENABLE VPI'S OPERATION TEAM TO ACCEPT A COMPLETELY PROVIDE LABELED AND/OR NON-LABELED FRAMES IN THE DIMENSIONS SHOWN ON DRAWINGS. INTERIOR FRAMES ARE ALLOW TILE TO SET FOR A MINIMUM OF 48 HOURS PRIOR TO GROUTING. CLEAN PROJECT. TO BE 18 GAUGE AND EXTERIOR FRAMES ARE TO BE 16 GAUGE GALVANIZED. PERMITS, FEES, AND NOTICES PROHIBIT TRAFFIC FROM FLOOR FINISH AND ACTIVITIES NEAR WALL FINISH FOR 48 HOURS AFTER INSTALLATION. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS,THE CONTRACTOR SHALL SECURE AND PAY FOR THE "CLEAN,"FOR THE PURPOSE OF THIS ARTICLE,AND EXCEPT AS MAY BE SPECIFICALLY PROVIDED OTHERWISE,SHALL BE FRAMES SHALL BE FACTORY SHOP PRIMED. INTERPRETED MEANING THE LEVEL OF CLEANLINESS GENERALLY PROVIDED BY SKILLED CLEANERS USING CARPET BUILDING PERMIT AND OTHER PERMITS AND GOVERNMENTAL FEES,LICENSES AND INSPECTIONS NECESSARY FOR PROPER COMMERCIAL QUALITY BUILDING MAINTENANCE EQUIPMENT AND MATERIALS. SET FRAMES ACCURATELY INTO POSITION,PLUMBED,ALIGNED,AND BRACED UNTIL PERMANENT ANCHORS ARE SET. ALL CARPET AND CARPET GLUE PROVIDED BY VPI INSTALLED BY CONTRACTOR. EXECUTION AND COMPLETION OF THE WORK WHICH ARE CUSTOMARILY SECURED AFTER EXECUTION OF THE CONTRACT AFTER WALL CONSTRUCTION REMOVE TEMPORARY BRACING. AND WHICH ARE LEGALLY ACQUIRED WHEN BIDS ARE RECEIVED OR NEGOTIATIONS CONCLUDED.A COPY OF SUCH SHALL THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ALL INTERIOR AND EXTERIOR SURFACES OF THE FIXTURES PRE-INSTALLATION REQUIREMENTS: BE FURNISHED TO VPI. INCLUDING THE GLASS. EXTERIOR DOORS ARE TO BE 18 GAUGE HOLLOW METAL DOORS AS SHOWN. DOORS SHALL BE PREPARED TO RECEIVE INSTALLER MUST EXAMINE SUBSTRATES FOR MOISTURE CONTENT AND OTHER CONDITIONS UNDER WHICH CARPETING IS TO THE CONTRACTOR SHALL COMPLY WITH AND GIVE NOTICE AS REQUIRED BY LAWS,ORDINANCES,RULES,REGULATIONS, FINISH AND HARDWARE AS SCHEDULED. BE INSTALLED AND NOTIFY THE CONTRACTOR OF CONDITIONS DETRIMENTAL TO PROPER COMPLETION OF THE WORK.DO AND LAWFUL ORDERS OF PUBLIC AUTHORITIES BEARING ON PERFORMANCE OF THE WORK. DO NOT USE ANY SOLVENT OR ABRASIVES OF ANY TYPE TO CLEAN FIXTURES, PANELING,MOLDINGS OR TRIM WITHOUT WOOD DOORS NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. FIRST OBTAINING APPROVAL OF THE CM. USE NO SCENTED CLEANING AGENTS. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH ALL GOVERNING CODES,ORDINANCES,AND AUTHORITIES INTERIOR DOORS SHALL BE 1 3/4"THICK PAINT GRADE SOLID CORE DOORS AND TO BE MANUFACTURED IN ACCORDANCE REMOVE ALL EXISTING FLOORING,CARPET GLUE,GROUT,MORTAR,ETC.INSTALL LEVELING GROUT AS REQUIRED FOR HAVING JURISDICTION INCLUDING BUT NOT LIMITED TO ACCESSIBILITY CODES. VISUALLY INSPECT INTERIOR SURFACES AND REMOVE ALL TRACES OF SOIL,WASTE MATERIALS,SMUDGES,AND OTHER WITH REQUIREMENTS OF AW1 QUALITY STANDARDS. PROPER INSTALLATION OF CARPETING MATERIALS. _ . FOREIGN MATTER. WARRANTY PREPARE DOORS TO RECEIVE HARDWARE AND FINISH AS SCHEDULED. CLEAR AWAY DEBRIS AND SCRAPE UP CEMENTIOUS DEPOSITS FROM SURFACES TO RECEIVE CARPETING:VACUUM CLEAN REMOVE ALL TRACES OF SPLASHED MATERIAL FROM ADJACENT SURFACES. IMMEDIATELY BEFORE INSTALLATION.CHECK CONCRETE SURFACES TO ENSURE NO"DUSTING"THROUGH INSTALLED CARPET; THE CONTRACTOR WARRANTS TO VPI THAT MATERIALS AND EQUIPMENT FURNISHED UNDER THE CONTRACT WILL BE z OF GOOD QUALITY AND NEW UNLESS OTHERWISE REQUIRED OR PERMITTED BY THE CONTRACT DOCUMENTS,THAT INSTALL WOOD DOORS PLUMB SQUARE,AND WITH MAXIMUM DIAGONAL DISTORTION OF 1/16". INSTALL HARDWARE IN APPLY SEALER WHERE REQUIRED TO PREVENT DUSTING. 0 THE WORK WILL BE FREE FROM DEFECTS NOT INHERENT IN THE QUALITY REQUIRED OR PERMITTED,AND THAT THE REMOVE PAINT DROPPINGS,SPOTS,STAINS,AND DIRT FROM FINISHED SURFACES. ACCORDANCE WITH REQUIREMENTS STATED IN THE HARDWARE SCHEDULE. WORK WILL CONFORM WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.WORK NOT CONFORMING TO SEQUENCE CARPETING WITH OTHER WORK SO AS TO MINIMIZE PASSIBILITY OF DAMAGE AND SOILING OF CARPET DURING THESE REQUIREMENTS,INCLUDING SUBSTITUTIONS NOT PROPERLY APPROVED AND AUTHORIZED MAY BE CLEAN GLASS INSIDE AND OUTSIDE. HARDWARE REMAINDER OF CONSTRUCTION PERIOD. O CONSIDERED DEFECTIVE.WARRANTY SHALL COMMENCE UPON PROVIDING USE AND OCCUPANCY PERMITS TO PROJECT CLOSEOUT PROVIDE ITEMS AS LISTED IN HARDWARE SCHEDULE,COMPLETE TO FUNCTION AS INDICATED.UNLESS OTHERWISE NOTED OR APPROVED BY CM DOOR HARDWARE IS TO BE STANLEY SOLUTIONS. INSTALLATION: VPI AND SHALL BE IN EFFECT FOR THE PERIOD DESCRIBED IN THE CONTRACT BUT NO LESS THAN ONE YEAR. REFER TO FLOOR PLANS FOR LOCATIONS OF CARPET.COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND REVISIONS THE CONTRACTOR WILL COMPLY WITH PROCEDURES STATED IN THE AGREEMENT FOR ISSUANCE OF CERTIFICATE OF INSURANCE SUBSTANTIAL COMPLETION. PROVIDE CONSTRUCTION CORE CYLINDERS FOR ALL EXTERIOR DOORS DURING CONSTRUCTION PERIOD.CORES SHOULD RECOMMENDATIONS FOR SEAM LOCATIONS AND DIRECTION OF CARPET.MAINTAIN UNIFORMITY OF DIRECTION AND LAY BE STANLEY BEST CORE 7 PIN CYLINDERS. OF PILE.AT DOORS CENTER SEAMS UNDER DOORS. DO NOT PLACE SEAMS IN TRAFFIC DIRECTION AT DOORWAYS. ISSUE DESCRIPTION DATE THE CONTRACTOR SHALL PURCHASE AND MAINTAIN ALL FORMS OF INSURANCE SET FOR IN THE CONTACT AND 1 PERMIT ISSUE 01/30/17 REQUIRED BY THE CITY AND LANDLORD,A COPY OF THE INSURANCE CERTIFICATE IS TO BE PROVIDED TO VPI FOR THEIR A PUNCH LIST SHALL BE COMPLETED BY THE CM AND PRESENTED TO THE CONTRACTOR AS NECESSARY.UPON RECEIPT,THE EXTEND CARPET UNDER FURNISHINGS AND FIXTURES,AND INTO ALCOVES AND CLOSETS OF EACH SPACE. RECORDS. CONTRACTOR SHALL HAVE FIFTEEN (15) DAYS TO COMPLETE THE LIST.THE PUNCH LIST IN NO WAY LIMITS THE WARRANTY. ACCURATELY AND PROPERLY FIT HARDWARE TO DOORS AND FRAMES.REMOVE EXPOSED PARTS UNTIL AFTER PAINT FINISHING IS COMPLETED.REINSTALL AFTER FINISHING IS COMPLETE.FIT FIXED PARTS SNUG AND FLUSH.ADJUST OPERATING DIVISION 1 -GENERAL REQUIREMENTS UPON COMPLETION OF THE PROJECT THE CONTRACTOR SHALL SUPPLY ALL CLOSE OUT DOCUMENTS TO VPI WITH A PARTS TO MOVE FREELY AND SMOOTHLY WITHOUT BINDING,STICKING OR WITH EXCESSIVE CLEARANCE. PROVIDE ROM E TRANSITIREFER ON NS WHERE ED E FCAYPES OF TIS EXPOSED OR MEETS RESILIENT AND WHERE THEY ARE O BING E LOCATED. TILE.ANCHOR GUARDS TO SUBSTRTRANSMITTAL A TRANSMITTAL LETTER CONTAINING THE DATE,PROJECT NAME AND NUMBER,THE CONTRACTOR'S NAME AND THE SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO:CONSTRUCT A TEMPORARY ENCLOSURE AT THE MALL STORE ADDRESS,AND A LIST OF DOCUMENTS ENCLOSED.CLOSE OUT DOCUMENTS ARE TO BE MAILED/OVERNIGHT TO VISIONARY AFTER WORK HAS BEEN OTHERWISE COMPLETED, EXAMINE HARDWARE IN PLACE FOR COMPLETE AND PROPER FRONT, REMOVING AND STORING OR DISPOSING OF EXISTING EQUIPMENT AS DIRECTED BY THE PLANS AND/OR THE PROPERTIES, INC,ATTN: EDWAINA PRUITT, 175 E HOUSTON ST,SAN ANTONIO,TX 78205. INSTALLATION.LUBRICATE BEARING SURFACES OF MOVING PARTS.ADJUST LATCHING AND HOLDING DEVICES FOR PROPER GLUE DOWN INSTALLATION: 4 • CM,DEMOLISHING EXISTING STORE TO ORIGINAL DEMISING WALLS AND NEUTRAL LINES OF STOREFRONT(UNLESS FUNCTION.ADJUST DOOR CONTROL DEVICES TO PROPER SPEED AND POWER.CLEAN EXPOSED SURFACES AND CHECK FOR IN REMODEL PROJECTS THE CARPET SUPPLIED WILL BE IN CARPET TILES WITH A COMMERCIAL TEXTILE RUBBER CARPET `S� DIRECTED OTHERWISE),CONSTRUCTION A NEW STORE BASED UPON THE WORK DESCRIBED IN THESE DOCUMENTS, CLOSE OUT DOCUMENTS ARE TO INCLUDE: SURFACE DAMAGE.ENSURE THAT ALL HARDWARE IS IN COMPLIANCE WITH CORRESPONDING ADA REGULATIONS FOR ALL BACKING.FOLLOW MANUFACTURER'S RECOMMENDED INSTALLATION INSTRUCTIONS. ,. REINSTALLING ORIGINAL AND NEW EQUIPMENT AND COMPLETE PROJECT CLOSEOUT,REMOVE TEMPORARY COPY OF CERTIFICATE OF OCCUPANCY,AS BUILDS,CERTIFICATE OF SUBSTANTIAL COMPLETION (AIA G704), FINAL LIEN DOORS. ENCLOSURES. WAIVER RELEASE FOR GC (AIA F706A),CONTRACTOR'S AFFIDAVIT MUST BE FILLED OUT AND NOTARIZED, FINAL LIEN WAIVER FIT SECTIONS OF CARPET INTO EACH SPACE PRIOR TO APPLICATION OF ADHESIVE.TRIM EDGES AND APPLY A CONTINUOUS CORTLAND MORGAN PRIOR TO MAKING ANY VARIATIONS FROM THE DRAWINGS AND/OR SPECIFICATIONS THAT MAY BE DEEMED RELEASES FOR ALL SUBS AND SUPPLIERS,AIR BALANCE TEST REPORT,OWNER'S MANUALS FOR ALL EQUIPMENT INSTALLED BY ALUMINUM STOREFRONTS AND GLAZING 1/8"BEAD OF ADHESIVE TO EDGE OF SEAM.CLEAN OFF EXCESSIVE ADHESIVE IMMEDIATELY. CONTRACTOR,MAINTENANCE MANUALS FOR ALL EQUIPMENT INSTALLED BY CONTRACTOR,ALL WARRANTIES FOR FOR STRIP CENTER AND PAD SITE LOCATIONS (EXTERIOR ENTRANCES) USE KAWNEER'S 350 STANDARD ENTRANCE DOOR y NECESSARY,THE CONTRACTOR SHALL GIVE THE CM WRITTEN NOTICE SPECIFYING THE VARIATION PROPOSED AND EQUIPMENT INSTALLED BY THE CONTRACTOR,A LIST OF SUBCONTRACTORS AND SUPPLIERS,CERTIFICATE OF INSURANCE, WITH 10"BOTTOM RAIL.MULLION FINISH TO BE#40 DARK BRONZE ANODIZED ALUMINUM,MATCH EXISTING FINISH APPLY ADHESIVE UNIFORMLY TO SUBSTRATE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.BUTT CARPET EDGES c ARLINGTON,TEXAS ti REQUESTING APPROVAL. PUNCH LIST SIGNED OFF BY THE CM WHEN APPLICABLE. TIGHTLY TOGETHER TO FORM SEAMS WITHOUT GAPS.ROLL LIGHTLY TO ELIMINATE AIR POCKETS AND ENSURE UNIFORM -- I ---Clc, BOND.REMOVE ADHESIVE PROMPTLY FROM FACE OF CARPET. CHANGES O CHANGES IN THE WORK MAY BE ACCOMPLISHED AFTER EXECUTION OF THE CONTRACT,AND WITHOUT INVALIDATING ALL CLOSE OUT DOCUMENTS MUST BE SUPPLIED TO VPI PRIOR TO REQUEST FOR FINAL PAYMENT. FOR ALL MALL LOCATIONS (INTERIOR ENTRANCES) USE FRAMELESS TEMPERED GLASS DOORS.MULLION FINISH IS TO BE# 00 THE CONTRACT, BY CHANGE ORDER,CONSTRUCTION CHANGE DIRECTIVE OR ORDER FOR A MINOR CHANGE IN THE 14 CLEAR ANODIZED ALUMINUM WITH BUTT JOINTS IN BETWEEN GLASS PANES. CLEANING AND PROTECTION: , WORK. DIVISION 2 - SELECTIVE DEMOLITION REMOVE DEBRIS,SORTING PIECES TO BE SAVED FROM SCRAPS TO BE DISPOSED OF. PROVIDE GLAZING AND GLAZING ACCESSORIES WHERE SHOWN ON THE DRAWINGS,AS SPECIFIED HEREIN,AND AS NEEDED EACH CONTRACTOR OR SUB CONTRACTOR SHALL REVIEW THE EQUIPMENT SCHEDULE FOR ITEMS AFFECTING HIS REFER TO DIVISION 1 REGARDING STORAGE OF VPI'S EXISTING ITEMS. FOR A COMPLETE AND PROPER INSTALLATION. USE TYPE AND THICKNESS OF GLASS INDICATED ON THE DRAWINGS AND VACUUM CARPET USING COMMERCIAL MACHINE WITH FACE-BEATER ELEMENT. REMOVE SPOTS AND REPLACE CARPET PORTION OF THE WORK.HE SHALL INCLUDE IN HIS PROPOSAL ANY AND ALL LABOR OR MATERIAL AS REQUIRED TO SPECIFIED HEREIN. WHERE SPOTS CANNOT BE REMOVED. PROVIDE THE COMPLETE PROJECT. REFER TO DIVISION 1 REGARDING SCOPE OF WORK. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, ADVISE CONTRACTOR OF PROTECTION METHODS AND MATERIALS NEEDED TO ENSURE THAT CARPETING WILL BE WITHOUT THE GC IS TO BE FAMILIAR WITH ALL LANDLORD CRITERIA,SPECIAL WORKING CONDITIONS PERTAINING TO REFER TO DIVISION 1 REGARDING TEMPORARY CONSTRUCTION ENCLOSURES. AS SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE DESIGN DEPARTMENT. DETERIORATION OR DAMAGE AT TIME OF SUBSTANTIAL COMPLETION. SPECIFICATIONS BARRICADES,NOISE,DUST,TRASH REMOVAL ETC.COORDINATE WITH THE LANDLORD.ANY WORK WHICH IS RESILIENT FLOORING REQUIRED TO TAKE PLACE AT NIGHT OR DURING OFF HOURS SHALL BE VERIFIED WITH THE LANDLORD,AND ITS COST REFER TO DIVISION 1 REGARDING CLEANING. INSPECT EACH PIECE OF GLASS IMMEDIATELY PRIOR TO START OF INSTALLATION.DO NOT INSTALL ITEMS WHICH ARE TO BE INCLUDED IN THE BID.THE CONTRACTOR IS TO PROVIDE SECURITY GUARD DURING OFF HOURS WORK FOR IMPROPERLY SIZED, HAVE DAMAGED EDGES,OR ARE SCRATCHED,ABRADED,OR DAMAGED IN ANY OTHER MANNER. PROVIDE AND INSTALL FLOORING WHERE SCHEDULED WITH ADHESIVE AS APPROVED BY THE MANUFACTURER.REFER TO REMODELS ONLY. DO NOT INTERFERE WITH USE OF ADJACENT AREAS.MAINTAIN FREE AND SAFE PASSAGE TO AND FROM.CARRY OUT DRAWINGS FOR EXACT COLOR AND TYPE OF FLOORING. DEMOLITION WORK TO CAUSE AS LITTLE INCONVENIENCE TO ADJACENT OCCUPIED BUILDING AREAS AS POSSIBLE. LOCATE SETTING BLOCKS AT SILLS OF PROPER SIZE TO SUPPORT THE GLASS IN ACCORDANCE WITH THE MANUFACTURES' WITHIN FIVE(5) DAYS OF THE AWARD OF THE CONTRACT THE GC SHALL PROVIDE THE CM WITH A PROPOSED RECOMMENDATIONS. APPLY ADHESIVE UNIFORMLY TO SUBSTRATE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. BUTT FLOORING EDGES SCHEDULE INDICATING THE START AND COMPLETION DATES OF EACH STAGE OF THE WORK BY TRADE.AT THE SAME CEASE OPERATIONS AND NOTIFY CM IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED.TAKE TIGHTLY TOGETHER TO FORM SEAMS WITHOUT GAPS. ROLL LIGHTLY TO ELIMINATE AIR POCKETS AND ENSURE UNIFORM BOND. SHEET NUMBER TIME THE CONTRACTOR SHALL ALSO SUBMIT TO THE CM DOCUMENTATION INDICATING ORDERING AND DELIVERY PRECAUTIONS TO PROPERLY SUPPORT THE STRUCTURE.DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED. MITER-CUT AND SEAL JOINTS OF GLAZING GASKETS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, REMOVE ADHESIVE PROMPTLY FROM FACE OF FLOORING. DATES OF CRITICAL ITEMS.ANY REQUESTS FOR ADDITIONAL TIME MUST BE SUBMITTED IN WRITING AND HAVE THE CM'S TO PROVIDE A WATERTIGHT AND AIRTIGHT SEAL AT CORNERS AND OTHER LOCATIONS WHERE JOINTS ARE REQUIRED. WRITTEN AUTHORIZATION PROVIDE,ERECT,AND MAINTAIN BARRICADES, LIGHTING,GUARDRAILS,AND WARNING SIGNS AS REQUIRED BY AFTER INSTALLATION STRIP VCT AND INSTALL 4 COATS OF WAX. HIGH SHINE REQUIRED.AFTER INSTALLATION,SWEEP AND - APPLICABLE REGULATORY ADVISOR TO PROTECT OCCUPANTS OF BUILDINGS AND WORKERS. TEMPERED GLASS WIPE OFF ANY RESUDE USING MINERAL SPIRITS. DAMP MOP WITH ARMSTRONG S-485 CLEANER. APPLY ARMSTRONG S-495SP1 PROVIDE TEMPERED GLASS WHERE INDICATED ON THE DRAWINGS.FOR TEMPERED PLATE GLASS USE TYPE 1,CLASS ONE(1), SEALER. APPLY 4 COATS OF ARMSTRONG S-480 POLISH. . PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES.IDENTIFY SERVICE LINES AND CAPPING LOCATIONS QUALITY 93. - ON PROJECT RECORD DOCUMENTS. PRIOR TO TEMPERING CUT GLASS TO REQUIRED SIZES AS DETERMINED BY ACCURATE FIELD DIMENSIONS. RESPONSIBILITY SCHEDULE DIVISION 9 - FINISHES CONTINUED V = VISIONARY PROPERTIES INC, L = LANDLORD, G = GENERAL CONTRACTOR, 0 = OTHER, E = EXISTING FURNISHED BY INSTALLED BY FURNISHED BY INSTALLED BY PAINT ACRYLIC SHEET ADEQUATELY PROTECT OTHER SURFACES FROM PAINT AND DAMAGE. REPAIR DAMAGE AS RESULTS LIGHTWEIGHT, IMPACT-RESISTANT CLEAR ACRYLIC SHEET (PLEXIGLASS) ITEM V 1 L 1 G 0 V L G 1 0 E REMARKS ITEM V LGOV L G O E REMARKS OF INADEQUATE OR UNSUITABLE PROTECTION. GENERAL ELECTRICAL CONT. MODEL: #MC-100S C O R T L A N D REMOVE ELECTRICAL PLATES, SURFACE HARDWARE, FITTINGS, AND FASTENINGS PRIOR TO PAINTING BUILDING PERMIT • VPI WILL OBTAIN AND GC WILL PICK UP ELECTRICAL OUTLETS (IN FIXTURES) • • ELECT SUB TO CONTECT TO FLOOR J-BOX OPERATIONS.THESE ITEMS ARE TO BE CAREFULLY STORED, CLEANED, AND REPLACED ON MANUFACTURER: OPTIX OR SIMILAR MORGAN COMPLETION OF WORK IN EACH AREA. DO NOT CLEAN HARDWARE BY USING A SOLVENT THAT PERMIT APPLICATION FEES • UNLESS NOTED OTHERWISE EXTERIOR SIGNAGE J-BOX • • MAY REMOVE PERMANENT LACQUER FINISH. THICKNESS: 1/8 IN. OR 114 IN. I PERMIT FEES • UNLIESS NOTED OTHERWISE ELECT J-BOX IN FLOOR (STUB-UP) • • • ARCHITECT ACCEPTABLE MANUFACTURER:SHERWIN WILLIAMS INSTALLATION: #8 HOLLOW WALL ANCHOR AT FOUR CORNERS ' TRADE PERMITS • ALL SUBS TO OBTAIN THEIR PERMITS FIRE ALARM SYSTEM • • -' 711 N. FIELDER RD. THOROUGHLY EXAMINE SURFACES SCHEDULED TO BE PAINTED PRIOR TO COMMENCEMENT OF PRIME GYPSUM WALL BOARD AND PAINT WITH DESIGNATED PAINT COLORS. EXTERIOR SIGNAGE • • BY VPI'S SIGN COMPANY SMOKE DETECTOR SYSTEM • • ARLINGTON, TX 76012 WORK. REPORT IN WRITING TO THE CONSTRUCTION MANAGER ANY CONDITION THAT MAY ADAAPPROVAL • BURGLAR ALARM SYSTEM • • 817/635-5696 POTENTIALLY AFFECT PROPER APPLICATION. DO NOT COMMENCE WORK UNTIL SUCH DEFECTS HAVE INSTALL ACRYLIC SHEET IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. FAX: 817/635-5699 BEEN CORRECTED. DIVISION 10 - SPECIALTIES • LANDLORD APPROVAL • VOICE & DATA CORRECT DEFECTS AND DEFICIENCIES IN SURFACES WHICH MAY ADVERSELY AFFECT WORK OF THIS TOILET ACCESSORIES ' BARRICADE •I • CONTACT CM FOR GRAPHIC SERVICE TO PREMISES • • OWNER: SECTION. ARCHITECTURAL TELEPHONE BOARD • • "11;;W. — SEE ROUGH CARPENTRY: WOOD ANCHOR REINFORCEMENT. - - REMOVE MILDEW BY SCRUBBING WITH A SOLUTION OF TRI-SODIUM PHOSPHATE AND BLEACH. SUB-FLOORING CONCRETE FILL IN • • CAT 5 PULLS • • MARK BOTH ENDS OF PULLS ACCORDINGLY RINSE WITH CLEAN WATER AND ALLOW SURFACE TO DRY COMPLETELY. PROTECT ADJACENT OR ADJOINING FINISHED SURFACES AND WORK FROM DAMAGE DURING INSTALLATION OF WORK OF THIS SECTION. PROVIDE STEEL ANCHORS PLATES AND ANCHOR /\ INTERIOR PARTITIONS • • CAT 5 TERMINATIONS • • VPI'S VENDOR TO TERMINATE AND CERTIFY VISIONARY PROPERTIES, INC. REMOVE CONTAMINATION FROM GYPSUM WALLBOARD SURFACES AND PRIME TO SHOW COMPONENTS FOR INSTALLATION ON BUILDING FINISHES. l \ RESTROOM PARTITIONS • • _ IT RACK • • VPI'S VENDOR TO INSTALL 175 E. HOUSTON ST. DEFECTS, IF ANY. PAINT AFTER DEFECTS HAVE BEEN REMEDIED. -� . ,(-'/------ (1. .--- - — --- SAN ANTONIO,TX 78205 INSTALL FIXTURES, ACCESSORIES, AND ITEMS IN ACCORDANCE WITH MANUFACTURER'S SULA fO7N �Y-'r ' { /_ y ' �"/•�-'/ INSTALL GYP�BQARD Q R TCt DECK, EI(]SURE ' POS SYSTEM • • 210/524-6827 REMOVE SURFACE CONTAMINATION AND OILS FROM GALVANIZED SURFACES AND WITH SOLVENT. INSTRUCTIONS. FAX:210/524-6522 APPLY COAT OF ETCHING TYPE PRIMER. DEMISI G WAL A • • i • INSI�LATION WETS FIR CODE A ) TELEPHONE SYSTEM • • VPI'S VENDOR TO INSTALL INSTALL TRUE, PLUMB, AND LEVEL,SECURELY AND RIGIDLY ANCHORED TO SUBSTRATE. ., RA E 00� HAR-DWARE�/- ------/------/ a F EAT-V- RIFY�ETS TANbARDS ' LENS PREP COMPUTER SYSTEM • • APPLY EACH COAT AT PROPER CONSISTENCY. PROVIDE AND INSTALL BOBRICK RESTROOM ACCESSORIES HANDICAPPED GRAB BARS NUMBER B- REAR EXIT DOOR & HARDWARE ` 1 • IF EXST VERIFY IT MEETS VPI STANDARDS EMR SYSTEM • • APPLY MINIMUM MIL.THICKNESS OF EACH COAT OF PRIMER AND EACH COAT OF FINISH IN 5806 SERIES AS INDICATED ON PLAN AND PER 2010 ADA GUIDELINES, CAPABLE OF SUPPORTING 250 ACCORDANCE WITH THE MANUFACTURER'S SPECIFIC RECOMMENDATIONS FOR THE TYPE OF LBS PER SECTION 609.8 ADA 2010 . INTERIOR DOOR(S) & HARDWARE • • OPTOS SYSTEM • • PRIMER OR FINISH BEING APPLIED;THE SURFACE RECEIVING THE PRIMER OR FINISH:AND THE & HARDWARE • • IF EXST VERIFY IT MEETS VPI STANDARDS TYPE OF APPLICATION, WHETHER BRUSH,TOLLER, OR SPRAY. INSTALL VPI SUPPLIED PAPER TOWEL DISPENSER AND SOAP DISPENSER IN LOCATIONS RESTROOMS RESTROOM DOOR(S) 0 AND AREAS DESIGNATED BY THE CONSTRUCTION MANAGER. BEST CORE • • REQUIRED SUB CONTRACTORS ALLOW EACH COAT OF FINISH TO DRY BEFORE ANOTHER COAT IS APPLIED. 0 INSTALL VPI SUPPLIED TOILET PAPER DISPENSER IN RESTROOMS. CONSTRUCTION CORES • • ITEM CONTRACTOR - PHONE NUMBER PAINT BOTH SIDES AND EDGES OF PLYWOOD BACKERBOARDS FOR ELECTRICAL EQUIPMENT BEFORE INSTALLING BACKBOARDS AND MOUNTING EQUIPMENT ON THEM. PROVIDE AND INSTALL BOBRICK RESTROOM ACCESSORIES: GLASS MIRROR WITH STAINLESS STEEL ALUMINUM STOREFRONT GLAZING • • PLUMBING W FRAME NUMBER B-290 1836 (SNAP LOCKING DESIGN) AS INDICATED ON PLAN AND PER 2010 ADA LAY-IN CEILING & GRID • • MECHANICAL AS WORK PROCEEDS AND UPON COMPLETION, PROMPTLY REMOVE PAINT WHERE SPILLED, GUIDELINES. Ce SPLASHED, OR SPATTERED. GYP CEILING • • ELECTRICAL Q PROVIDE AND INSTALL LAV PIPE INSULATION AS PER 2010 ADA GUIDELINES. DURING THE PROGRESSION OF WORK, KEEP PREMISES FREE FROM ANY UNNECESSARY SIGNAGE AND GRAPHICS PORCELAIN TILE • • ROOF = d ACCUMULATION OF TOOLS, EQUIPMENT,SURPLUS MATERIALS, AND DEBRIS. MORTAR & GROUT • • FIRE SPRINKLER NEW STOREFRONT SIGNAGE IS PROVIDED AND INSTALLED BY VPI.THE CONTRACTOR IS TO PROVIDE a ,z UPON COMPLETION OF WORK, LEAVE PREMISES NEAT AND CLEAN;TO THE SATISFACTION OF THE FINISHED DESIGN FASCIA AND ACCESS TO BULKHEAD INTERIOR AS REQUIRED FOR ELECTRICAL CARPET/TILE TRANSITION • • FIRE ALARM N CONSTRUCTION MANAGER. WIRING AND CONNECTION.SIGN PERMIT TO BE BY VPI`S INSTALLER.ALL TACTILE SIGNAGE IS PROVIDED BY VPI AND INSTALLED BY CONTRACTOR. - GYPSUM WALLBOARD SYSTEMSCARPET & GLUE • • Z 0 CO PERFORM GYPSUM WALLBOARD SYSTEMS WORK IN ACCORDANCE WITH RECOMMENDATIONS OF VCT/CARPET TRANSITION • • 0 cr) CSI ASTM C754 AND GA-216 UNLESS OTHERWISE SPECIFIED IN THIS SECTION. DIVISION 12 - FURNISHINGS VCT & GLUE • • H Z GA-216- RECOMMENDED SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM FIXTURES BASE • • O CN BOARD. ALL FIXTURES ARE PROVIDED BY VPI AND INSTALLED BY CONTRACTOR. PAINT • • Z ASTM C754- INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW-ATTACHED GYPSUM CONTRACTOR TO ENSURE THAT ANY TRADES NEEDED DURING FIXTURE INSTALLATION ARE ON SITE THE WALLBOARD, BACKING BOARD, OR WATER RESISTANT BACKING BOARD. DAY OF FIXTURE DELIVERY. FRP • • Z9 O PROVIDE METAL FRAMING MATERIALS IN ACCORDANCE WITH GA 216. RESTROOM MIRROR • • N ENSURE THAT ROUGHED- IN OPENINGS, BUILT-IN ANCHORAGES, AND REINFORCING REQUIRED FOR PROPER INSTALLATION OF WORK OS THIS SECTION ARE CORRECTLY SIZED, INSTALLED, AND LOCATED. TOILET PAPER DISPENSER • • Q = Q STUDS:SCREW-TYPE CEE-SHAPED MINIMUM 20 GAUGE. SET ALL CASEWORK ITEMS PLUMB,SQUARE, AND TRUE,SECURELY ANCHORED TO BUILDING STRUCTURE PAPER TOWEL DISPENSER • • Z Q Q RUNNERS: MARCH STUDS WHERE REQUIRED. HAND SOAP DISPENSER • • • FURRING MEMBERS:SCREW-TYPE HAT-SHAPED 20 GAUGE INSTALL ITEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SHOP DRAWINGS BY HAND SANITIZER DISPENSER • • Lf) J WORKERS SKILLED AND FAMILIAR WITH CASEWORK INSTALLATION. INSTALL BASE AROUND THE BASE OF PROVIDE CHANNELS AND HANGERS WIRE IN ACCORDANCE WITH GA 216. ALL FIXTURES. RESTROOM GRAB BARS • • C ADJUST DOORS, DRAWERS, HARDWARE FIXTURES. AND OTHER MOVING OPERATING PARTS TO Ce FASTENERS AND ANCHORAGES IN ACCORDANCE WITH GA 216. TACTILE SINGS • • ''tt�ii�+ O FUNCTION SMOOTHLY AND CORRECTLY. STORE SIGNAGE & PICTURES • • PROVIDE GYPSUM WALLBOARD MATERIALS IN ACCORDANCE WITH RECOMMENDATIONS OF GA h O 216. DEEP CLEAN CASEWORK, COUNTERTOPS, SHELVES, HARDWARE, FITTINGS AND FIXTURES. MERCHANDISE SIGNAGE • • STANDARD GYPSUM BOARDS SHALL BE 5/8"THICK USING MAXIMUM PERMISSIBLE LENGTH(S) ENDS DIVISION 15 - MECHANICAL FIXTURES • • 0 SQUARE CUT, TAPERED EDGES. FURNITURE • • O FIRE SPRINKLER SYSTEM (WHERE APPLICABLE1 MOISTURE RESISTANT GYPSUM BOARD (GREEN BOARD) SHALL BE 5/8"THICK USING MAXIMUM MODIFY EXISTING BUILDING SPRINKLER SYSTEM WITH ALARM SYSTEM TO LOCAL CODES, LENS PREP EQUIPMENT • • GC-SUB TO HELP INSTALL COMPRESSOR Z PERMISSIBLE LENGTH(S) ENDS SQUARE CUT TAPERED EDGES. INCLUDING FIRE ALARM CONTROL PANELIFACP) IF REQUIRED BY GOVERNING AGENCIES. LENS PREP FURNITURE • • FIRE-RATED GYPSUM BOARDS SHALL BE UL RATED, 5/8"THICK TYPE-"X"MAXIMUM PERMISSIBLE IT IS THE GC'S RESPONSIBILITY TO HIRE FIRE SPRINKLER SUB TO PRODUCE ALL REQUIRED STORAGE SHELVING • • O LENGTH(S) ENDS SQUARE. DOCUMENTS AND SUBMIT THEM TO ALL REQUIRED AGENCIES FOR APPROVAL. PAYING ALL FEES AND PERMITS. OFFICE SHELVING • • AGGREGATE PORTLAND CEMENT BOARD, 1/2"THICK, WITH POLYMER-COATED,WOVEN-GLASS MESH IN BACK AND FRONT SURFACES. GC IS TO COORDINATE WITH LL CONTACT INFORMATION ON REQUIRED SUB THAT IS TO BE USED. CHAIR RAIL/CORNER GAURDS • • PROVIDE GYPSUM WALLBOARD ACCESSORIES IN ACCORDANCE WITH GA 216. DIVISION 16 - ELECTRICAL CUSTOM MIRRORS • • CORNER BEADS SHALL BE METAL. FIRE ALARM SYSTEM (WHERE APPLICABLE1 DR'S EQUIPMENT • • FURNISH AND INSTALL COMPLETE FIRE ALARM SYSTEM AS REQUIRED BY LOCAL CODES. WINDOW TINT • • PROVIDE REINFORCING TAPE, JOINT COMPOUND, ADHESIVE, WATER FASTENERS IN ACCORDANCE CUSTOM WINDOW FILM • • COORDINATE W/ HD CLEAR ON INSTALLATION WITH GA 216. VPI'S FIRE ALARM SUB TO PRODUCE ALL REQUIRED DOCUMENTS AND SUBMIT THEM TO ALL REQUIRED AGENCIES FOR APPROVAL, PAYING ALL FEES AND PERMITS. PLUMBING INSTALL MEMBERS TRUE TO LINES AND LEVELS TO PROVIDE SURFACE FLATNESS WITH MAXIMUM VARIATION OF 1/8" IN 10 FEET (1/960) IN ANY DIRECTION. GC IS TO COORDINATE WITH LL CONTACT INFORMATION ON REQUIRED SUB THAT IS TO BE USED. RESTROOM FIXTURES • • BURGLAR ALARM SYSTEM (WHERE APPLICABLE1 WATER FOUNTAIN(S) • • till METAL SUDS SHALL BE 16"ON CENTER UNLESS OTHERWISE INDICATED. FURNISH AND INSTALL COMPLETE BURGLAR ALARM SYSTEM AS REQUIRED BY LOCAL CODES. PARTITION HEIGHTS SHALL BE AS INDICATED ON THE DRAWINGS. CONTACT LENS SINK • • VPI'S BURGLAR ALARM SUB TO PRODUCE ALL REQUIRED DOCUMENTS AND SUBMIT THEM TO ALL REFRACTING ROOM SINK • • INSTALL DOUBLE STUDS AT DOOR FRAME JAMS. INSTALL RUNNERS ON EACH SIDE OF THE OPENING REQUIRED AGENCIES FOR APPROVAL, PAYING ALL FEES AND PERMITS. AT FRAME HEAD HEIGHT BETWEEN JAMB AND STUDS AND ADJACENT STUDS. LENS PREP SINK • • 0 17- INSTALL BLOCKING BEHIND DRYWALL FOR SUPPORT OF PLUMBING FIXTURES,WALL CABINETS,TOILET UTILTIY/MOP SINK • • MUSTEE 18W UTILATUB, FACUET 93.600 OR SIM U ACCESSORIES, HARDWARE, AND ELSEWHERE AS REQUIRED. FLOOR DRAINS • • O COORDINATE INSTALLATION OF BUCKS, ANCHORS, BLOCKING ELECTRICAL, AND MECHANICAL SOLIDS INTERCEPTOR • • REVISIONS WORK WHICH IS TO BE PLACED IN OR BEHIND PARTITION FRAMING.ALLOW SUCH ITEMS TO BE HOSE BIB • • INSTALLED AFTER FRAMING IS COMPLETE. ISSUE DESCRIPTION DATE WATER HEATER • • ERECT WALL FURRING DIRECTLY ATTACHED TO CONCRETE BLOCK AND CONCRETE WALLS. 1 PERMIT ISSUE 01/30/17 AIR LINE KIT • • 2 PERMIT REISSUE 02/17/17 SPACE FURRING CHANNELS MAXIMUM 16"ON CENTER, NOT MORE THAN 4"FROM FLOOR AND FIRE SPRINKLERS • • WHERE APPLICABLE CEILING LINES. MECHANICAL ERECT SINGLE LAYER STANDARD GYPSUM BOARD IN DIRECTION MOST PRACTICAL AND ECONOMICAL, WITH ENDS AND EDGES OCCURRING OVER FIRM BEARING. RTU(S) • • • GC TO INSTALL ADDITIONAL ., -` ERECT SINGLE LAYER FIRS-RATED GYPSUM BOARD VERTICALLY, WITH EDGES AND ENDS OCCURRING RTU CURB(S) • • • GC TO CONSTRUCT ADDITIONAL C.% OVER FIRM BEARING. DUCT DISTRIBUTION • • GC TO ADD ADDITIONAL AS NEEDED CORTLANDh fGAN USE SCREWS WHEN FASTENING GYPSUM BOARD TO METAL FURRING OR FRAMING. SUPPLY & RETURN DIFFUSERS • • GC TO ADD ADDITIONAL AS NEEDED CA ARLINGTON, TEXAS • ALL WALLS ARE TO BE SKIMMED TO A PAINTABLE SURFACE. THERMOSTAT(S) • • GC TO INSTALL ON WALL 7,)'x--)--=)-) -le PLACE CORNER BEADS AT EXTERNAL CORNERS. USE LONGEST PRACTICAL LENGTHS. PLACE EDGE RTU PLACEMENT • • QP Clik TRIM WHERE GYPSUM BOARD ABUTS DISSIMILAR MATERIALS. ROOF PENETRATION OPEN & PATCH • • GC TO PERFORM AS NEEDED PER SCOPE TAPE, FILL,AND SAND EXPOSED JOINTS, EDGES, CORNERS, OPENINGS AND FIXTURES,TO PRODUCE RESTROOM EXHAUST FAN SYSTEM • • SURFACE READY TO RECEIVE SURFACE FINISHES. FEATHER COATS ONTO ADJOINING SURFACES SO EXHAUST FAN SYSTEM IN LENS PREP • • THAT CAMBER IS MAXIMUM 1/32". FINISHING OF TAPING IS NOT REQUIRED ABOVE CEILING LINE. ELECTRICAL REMOVE AND RE-DO DEFECTIVE WORK. SANITARY WALL PANELS SERVICE TO PREMISES • I • FIBERGLASS REINFORCED POLYESTER (FRP) PANELS AS MANUFACTURED BY MARLITE.ASTM E-84.COLOR AND STYLE MAIN PANEL W/ BREAKERS •I I• SPECIFICATIONS AS SELECTED BY DESIGN DEPARTMENT AND NOTED ON PLANS.ANY SUBSTITUTIONS NOT APPROVED BY THE DESIGN FIRST&ADD SUB PANEL W/ BREAKERS • • AS REQUIRED PER VPI 'S ELECTRICAL PLANS DEPARTMENT WILL NOT BE ALLOWED. TRANSFORMER • • ACCESSORIES: EDGE M370 WHITE. 2X4 PARABOLIC LIGHTS (1/100SF) • • ADHESIVE: MARLITE C-735 I ADDITIONAL 2X4 LIGHT FIXTURES • • SHEET NUMBER SEALANT: MS-251 WHITE CAN LIGHTS • • PRIME GYPSUM WALL BOARD WITH DRYWALL PRIMER. RESTROOM LIGHT FIXTURE • • INSTALL FRP IN ACCORDANCE WITH MARLITE INSTALLATIONS. LIGHTING CONTACTOR • • S P1 • 1 SWITCHES & DIMMERS • • I ELECTRICAL OUTLETS (IN WALLS) • • 2H. Framing Members*—Steel Studs— (Not shown, As an alternate to Item 2) —Fabricated from min.0.015 in. (min 51. Gypsum Boards— (As an alternate to Item 5) -Nom.5/8 in. thick gypsum panels with beveled, square or tapered DESIGN NO. U419 bare metal thickness) galvanized steel, spaced a max of 24 in.OC.Studs to be cut 3/4 in. less than assembly height. edges instated as described in Item 5.Steel stud minimum depth shall be as indicated in Item 5. DESIGN NO. X528 C M TELLING INDUSTRIES L L C--TRUE-STUDTM CGC INC—Type ULX MARCH 05, 2014 UNITED STATES GYPSUM CO--Type ULX RATINGS - 1,2 AND 3 HR FEBRUARY 21, 2014 21. Framing Members* - Steel Studs— (As an alternate to Item 2, For use with Items 5C or 5L) -Proprietary channel USG MEXICO S A DE C V—Type ULX - _ NON BEARING WALL RATINGS - 1, 2, 3, OR 4 HR (SEE ITEMS 4 & 5) shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC.Studs to be cut 3/4 in less than the assembly height and ti $ installed with a in. gap between the end of the stud and track at the bottom of the wall. For direct attachment of 5J. Gypsum Board*— (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both sides of wall I r gypsum board only. when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with t ®4A TELLING INDUSTRIES L L C—Vi er25T"' Item 3). Nom 5/8 in.thick lead backed squaretaperededges, vertically. 0 r . 0 C O R T L A N D '"� pgypsum panels with beveled, or applied Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs.Wallboard secured to studs I MORGAN ,l, •�♦�♦�♦'i•�♦�� 2J. Framing Members* -Metal Studs— Not shown - In lieu of Item 2—proprietary channel shaped steel studs, min depth with 1-1/4 in. long Type S-12 steel screws gypsum panel steel screws spaced 8 in. OC at perimeter and 12 in. OC in the 1 = - - as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.020 in.thick galv steel.Studs cut 3/8 in.to field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud _ter ___ ARCHITECT 3/4 in.less in lengths than assembly heights locations. Lead batten strips, min 2 in.wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and TELLING INDUSTRIES L L C—Viper2OTM attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the © 2 --• 2 Q strip and one at the bottom of the strip. Lead discs, nominal 3/8 in.diam by max 0.085 in.thick.Compression fitted or _ • •• • `•. 711 N. FIELDER RD. 3.Wood Structural Panel Sheathing— (Optional, For use with Item 5 Only.)- (Not Shown) 4 ft wide, 7/16 in.thick adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9%meeting the Federal specification U ► j•s. . .> .: • •,. •. ARLINGTON, TX 76012 6 S. oriented strand board (OSB) or 15/32 in.thick structural 1 sheathing (plywood) complying with DOC PSI or P52, or APA QQ L 201 f, Grade"C'. ` i 1 817/635-5696 �\ Standard PRP-108, manufactured with exterior glue, applied horizontally or vertically to the steel studs.Vertical joints RADIATION PROTECTION PRODUCTS INC—Type RPP- Lead Lined Drywall FAX: 817/635-5699 A 8 _ - centered on studs, and staggered one stud space from wallboard joints.Attached to studs with flat-head self-drilling ,�, •p Y Y tapping screws with a min. head diam. of 0.292 in. at maximum 6 in. OC. in the perimeter and 12 in.OC.in the field. 6. Fasteners— (Not shown) —For use with Items 2 and 2F-Type S or S-12 steel screws used to attach panels to studs (Item •.I E� OWNER: 44666 ♦ • • •4 ♦ When used, fastener lengths for gypsum panels increased by min. 1/2 in. 2) or furring channels (Item 7). Single layer systems: 1 in. long for 1/2 and 5/8 in.thick panels or I-1/4 in.long for 3/4 in. thick -i i t 1 •• ii panels,spaced 8 in. 00 whenpanels area lied horizontally, or 8 in. OC alongvertical and bottom edges and 12 in. OC 1 i t 1 0 tt pp g .r ,t I .. t S 4. Batts and Blankets — (Required as indicated under Item 5) —Mineral wool bans, friction fitted between studs and in the field when panels are applied vertically.Two layer systems: First layer 1 in, long for 1/2 and 518 in.thick panels or 1 ;,I • i :I ' ;1, runners.Min nom thickness as indicated under Item 5.See Batts and Blankets(BKNV or BZJZ)Categories for names of 1/4 in. long for 3/4 in. thick panels, spaced 16 in.OC.Second layer- 1-5/8 in. long for 1/2 in., 5/8 in.thick panels or 2-1/4 in. 1 • • I • i : ,1 . _ Classified companies. long for 3/4 in.thick panels, spaced 16 in.00 with screws offset 8 in.from first layer.Three-layer systems: First layer- 1 in. :k..% -- 0 I f N, long for 1/2 in., 5/8 in.thick panels,spaced 24 in.OC.Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 � _� g ;i . © VISIONARY PROPERTIES, INC. 4A. Batts and Blankets*— (Optional)— Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL in. OC.Third layer-2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels,spaced 12 in.OC. _ = •.. , 5 ' {,• 175 E. HOUSTON ST. r. Classification Markin as to Surface Burning Characteristics and/or Fire Resistance.See Batts and Blankets BKNV or BZJZ Screws offset min 6 in. from layer below. Four-layer systems: First layer- 1 in. Ion for 1/2 in., 5/8 in-thick panels,spaced 24 r - . . .l Marking g ( ) Y Y Y Y g p p ' ' I. SAN ANTONIO, TX 78205 -� 1 , Ili. Categories for names of Classified companies. in.OC.Second layer- 1-5/8 in, long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC.Third layer-2-1/4 in.long for 1/2 in. t , 210/524-6827 �, thick panels or 2-5/8 in. long for 5/8 in.thick panels, spaced 24 in.OC. Fourth layer-2-5/8 in. long for 1/2 in.thick panels or , s• FAX:210/524-6522 5. Gypsum Board*—Gypsum panels with beveled,square or tapered edges, applied vertically or horizontally.Vertical 3 in. long for 5/8 in.thick panels, spaced 12 in. OC.Screws offset min 6 in• from layer below. i 1 1 joints centered over studs and staggered one stud cavity on opposite sides of studs.Vertical joints in adjacent layers C D y; (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge 7. Furring Channels—(Optional, not shown, for single or double layer systems) —Resilient furring channels fabricated from joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal min 25 MSG corrosion-protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting 1. Steel Column—Min sizes of W-shaped and tubular steel columns which appear in the AISC Steel Construction Manual as butt joints in adjacent layers (multilayer systems) staggered a min of 12 in.The thickness and number of layers for the 1 stud with 1/2 in. long Type S-12 steel screws. Not for use with Item 5A and 5E. shown under Item 2. 1. Floor and Ceiling Runners— (Not shown) --For use with Item 2-Channel shaped,fabricated from min 25 MSG hr, 2 hr, 3 hr and 4 hr ratings are as follows: corrosion-protected steel, min depth to accommodate stud size,with min 1-1/4 in. long legs, attached to floor and 7A. Framing Members'— (Optional on one or both sides, not shown, for single or double layer systems) —As an alternate 2. Gypsum Board*—Any 1/2 in.thick UL Classified Gypsum Board that is eligible for use in Design No.X515.Any 5/8 in. thick Gypsum Board Protection on Each Side of Wall to item 7, furring channels and Steel Framing Members as described below: UL Classified Gypsum Board that is eligible for use in Design Nos. L501, G512 or U305. Nom 1/2 in.or 5/8 in. thick gypsum Rating, Min Stud Depth, in. No. of Layers & Min Thkns of a.Furring Channels—Formed of No.25 MSG galv steel. 2-9/16 in.or 2-23/32 in.wide by 7/8 in.deep, spaced max. 24 in. board.Applied in layers as noted in the above illustrations. Boards are to be applied vertically without horizontal joints. Min O IA. Framing Members* - Floor and Ceiling Runner—Not shown- In lieu of Item 1 —For use with Item 2B, proprietary Hr Items 2, 2C, 2D, 2F and 2G Thkns of Panel Insulation (Item 4) OC perpendicular to studs. Channels secured to studs as described in Item b.Gypsum board attached to furring total thickness of layers in inches for the various ratings and min column sizes are as follows: channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. 1 3-1/2 1 layer, 5/8 in.thick Optional channels as described in Item 6. Not for use with Item 5A and 5E. 0 CALIFORNIA EXPANDED METAL PRODUCTS CO—Viper25TM Track 1 2-1/2 1 layer, 1/2 in. thick 1-1/2 in. b.Steel Framing Members'—Used to attach furring channels (Item 7A a) to studs (Item 2).Clips spaced max. 48 in. OC. W Shaped CRACO MFG INC—SmartTrockTM 1 1-5/8 1 layer, 3/4 in.thick Optional RSIC-1 and RSIC-1 (2.75) clips secured to studs with No.8 x 1-1/2 in. minimum self-drilling,S-12 steel screw through the Column MARINO/WARE, DIV OF WARE INDUSTRIES INC—Viper25Tm Track 2 1-5/8 2 layers, 1/2 in.thick Optional center grommet. RSIC-V and RSIC-V (2.75) clips secured to studs with No.8 x 9/16 in.minimum self-drilling,S-12 steel Min Column Rating (Hr) Corner Details For Various Rating W PHILLIPS MFG CO L L C--Viper25TM Track 2 1-5/8 2 layers, 5/8 in.thick Optional screw through the center hole. Furring channels are friction fitted into clips. RSIC-1 and RSIC-V clips for use with 2-9/16 in. Size 1 2 3 1 Hr 2 Hr 3 Hr mCe 2 3-1/2 1 layer, 3/4 in. thick 3 in. wide furring channels. RSiC-1 (2.75) and RSIC-V (2.75) clips for use with 2-23/32 in.wide furring channels. Total thickness (In.) 1B. Framing Members* - Floor and Ceiling Runner— Not shown- In lieu of Item 1 —For use with Item 2C, proprietary 3 1-5/8 3 layers, 1/2 in.thick Optional PAC INTERNATIONAL INC—Types RSIC-1, RSIC-V, RSIC-1 (2.75), RSIC-V (2.75). W4x13 1 1-1/2 2-1/4 B C D Q channel shaped runners, 1-1/4 in.wide by 3-5/8 in. deep fabricated from min 0.020 in. thick gale steel, attached to floor 3 1-5/8 2 layers,3/4 in.thick Optional W6x15.5 1 1-1/2 2-1/4 B C D = and ceiling with fasteners spaced 24 in.OC max. 3 1-5/8 3 layers,5/8 in.thick O tionai 7B. Framing Members*— (Optional, Not Shawn) —As an alternate to Item 7, for single or double layer systems, furring W 10x49 1/2 1-1/8 1-7I8 A 8 C LI CALIFORNIA EXPANDED METAL PRODUCTS CO—Viper20Tm Track 4 1-5/8 4 layers,5/8 in.thick Optional channels and Steel Framing Members on only one side of studs as described below: Tube Shaped columns MARINO/WARE, DIV OF WARE INDUSTRIES INC—Viper20Tm Track 4 1-5/8 4 layers, 1/2 in. thick Optional a.Furring Channels--Formed of No. 25 MSG galv steel, spaced 24 in.OC perpendicular to studs.Channels secured to TS 4 by 4 PHILLIPS MFG CO L L C —Viper20TM Track studs as described in Item B. Batts and Blankets placed in stud cavity as described in Item 5.Two layers of gypsum by0.188 1 1-3/4 2-5/8 B C D y • CGC INC— 1/2 in. thick Type C, IP-X2 or IPC-AR;WRC, 5/8 in.thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX,SHX,WRX board attached to furring channels as described in Item 5. Not for use with item 5A and 5E. TS 8 by 8 Z 1 C. Framing Members*— Floor and Ceiling Runners— {Not shown) —In lieu of Item 1 -Channel shaped, attached to floor or WRC; 3/4 in. thick Types IP-X3 or ULTRACODE b.Steel Framing Members*—Used to attach furring channels (Item 78a) to one side of studs (Item 2) only. Clips spaced 48 by 0.250 5/8 I-1/2 2-1/4 A C D and ceiling with fasteners 24 in. OC. max. O v) N UNITED STATES GYPSUM CO— 1/2 in.thick Type C, IP X2, IPC AR or WRC;5/8 in. thick Type SCX, SGX,SHX, WRX, IP X1,AR, in. OC., and secured to studs with two No.8 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the ALLSTEEL& GYPSUM PRODUCTS INC—Type SUPREME Framing System C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 in.thick Types IP-X3 or ULTRACODE clip, Furring channels are friction fitted into clips. ACADIA DRYWALL SUPPLIES LTD (View Classification) —CKNX.R253707 (V CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV—Type SUPREME Framing System USG MEXICO S A DE C V— 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in.thick T i'ype AR. C, IP-AR, #P-Xl, IP-X2, 1PC-A R, KINETICS NOISE CONTROL INC—Type Isomax Z QUAIL RUN BUILDING MATERIALS INC—Type SUPREME Framing System SCX, SHX, WRX, WRC or;3/4 in.thick Types IP-X3 or ULTRACODE AMERICAN GYPSUM CO (View Classification)—CKNX.R 14196 O SCAFCO STEEL STUD MANUFACTURING CO—Type SUPREME Framing System 7C. Framing Members*—Optional- Not Shown- Used as an alternate method to attach resilient channels (Item 7). Clips CN STEEL CONSTRUCTION SYSTEMS INC Type SUPREME framing System When Item 75, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to 1 Hr. Min.stud depth is 3-1/2 in., attached at each intersection of the resilient channel and the steel studs (Item 2). Resilient channels are friction fitted into BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO (View Classification)—CKNX.R19374 Z UNITED METAL PRODUCTS INC Type SUPREME Framing System min.thickness of insulation (Item 4) is 3 in., and two layers of gypsum board panels (1/2 in.or 5/8 in.thick) shall be clips, and then clips are secured to the steel stud with min. 1 in. long Type S-12 steel screws through the center hole of the t attached to furring channels as described in Item 6. One layer of gypsum board panels (1/2 in.or 5/8 in.thick) clip and the resilient channel flange. CERTAINTEED GYPSUM CANADA INC (View Classification) —CKNX.R15187 Z - O 1 D. Floor and Ceiling Runners--- (Not shown)—For use with Item 2A-Channel shaped, fabricated from min 20 MSG attached to opposite side of stud without furring channels as described in Item 6. corrosion-protected or galv steel, min depth to accommodate stud size,with min 1 in. long legs, attached to floor 7D. Framing Members'— (Not Shown) — (Optional on one or both sides, not shown, for single or double layer systems) — CERTAINTEED GYPSUM INC (View Classification) CKNX.R3660 N and ceiling with fasteners spaced max 24 in. OC. SA. Gypsum Board*-----(Asan alternate to Item 5)—5/8 in. thick, 24 to 54 in.wide, applied horizontally as the outer As an alternate to Item 7,furring channels and Steel Framing Members as described below: Q = Q layer to one side of the assembly.Secured as described in Item 6. a.Furring Channels—Formed of No. 25 MSG galv steel. 2-3/8 in.wide by 7/8 in. deep, spaced max.24 in.OC CGC INC (View Classification)—CKNX.R19751 (f) 1E. Framing Members*— Floor and Ceiling Runners— (Not shown, As an alternate to Item 1)—For use with Items 2E, 5F or CGC INC---Type SHX. perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels Z 5G or 51 only, channel shaped, fabricated from min.0.015 in. (min bare metal thickness) galvanized steel, attached to UNITED STATES GYPSUM CO—Type FRX-G, SHX. as described in Item 6. Not for use with Item 5A and 5E. GEORGIA-PACIFIC GYPSUM LLC (View Classification) —CKNX.R2717 floor and ceiling with fasteners 24 in.OC.max. USG MEXICO S A DE C V—Type SHX. b.Steel Framing Members'—Used to attach furring channels (Item 7Aa) to studs (Item 2).Clips spaced max. 48 in. OC. 0** 7 CLARKDIETRICH BUILDING SYSTEMS—CD ProTRAKS J GENIECLIPS secured to studs with No.8 x 1-1/2 in.minimum self drilling,S-12 steel screw through the center grommet. CONTINENTAL BUILDING PRODUCTS OPERATING CO, LLC (View Classification)—CKNX.R184$2 1^+^ I— DMFCWBS L I C—ProTRAK 5B. Gypsum Board*— (Not Shown) -As an alternate to Item 5 when used as the base layer on one or both sides of wall Furring channels are friction fitted into clips. Csi MBA BUILDING SUPPLIES INC— ProTRAK when 5/8 in or in.thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with PLITEQ INC —Type GENIECLIP LOADMASTER SYSTEMS INC (View Classification) —CKNX.R11809 RAM SALES L L C—Ram ProTRAK Item 3) - Nom 5/8 in.or in. may be used as alternate to all 5/8 in. or in.shown in Item 5,Wallboard Protection on * O SOUTHEASTERN STUD & COMPONENTS INC—ProTRAK Each Side of Wall table. Nom 5/8 in,or in, thick lead backed gypsum panels with beveled, square or tapered edges, 7E. Steel Framing Members— (Optional, Not Shown)*- Furring channels and resilient sound isolation clip as described NATIONAL GYPSUM CO (View Classification)—CKNX.R3501 V") STEEL STRUCTURAL SYSTEMS L I. C—Tri-S ProTRAK applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. below: 0_ Gypsum board secured to 20 MSG steel studs Item 2A with 1-1/4 in.long Type S-12 steel screws spaced 8 in.OC at a.Furring Channels—Formed of No. 25 MSG galv steel.Spaced 24 in.OC perpendicular to studs. Channels secured to PABCO BUILDING PRODUCTS LLC, DBA PABCO GYPSUM (View Classification)—CKNX.R7094 he -1- 1F, Framing Members* - Floor and Ceiling Runner— Not shown- In lieu of Item 1 —For use with Item 2F, proprietary perimeter and 12 in. OC in the field.To be used with Lead Batten Strips (see Item 1 1) or Lead Discs or Tabs (see Item 12). studs as described in Item Ce channel shaped runners, minimum width to accommodate stud size, with 1-1/8 in. long legs fabricated from min 0.015 in. RAY-BAR ENGINEERING CORP--Type RB-LBC b.Ends of adjoining channels overlapped 6 in, and secured together with four self-tapping No.8x1/2 Self Drilling screws (2 PANEL REY S A (View Classification) —CKNX.R21796 O (min bare metal thickness) galv steel, attached to floor and ceiling with fasteners spaced 24 in.OC max. 0 per side 1 in. and 4 in.from overlap edge). Gypsum board attached to furring channels as described in Item 4.Side joint CD SUPER STUD BUILDING PRODUCTS The Edge 5C. Gypsum Board*— (For Use With Item 2B) Rating Limited to 1 Hour. 5/8 in.thick, 48 in.wide, Gypsum panels with furring channels shall be attached to studs with RESILMOUNT Sound Isolation Clips-located approximately 2 in. from SIAM GYPSUM INDUSTRY(SARABURI) CO LTD (View Classification) --CKNX.R19262 beveled, square or tapered edges, applied vertically or horizontally. (Vertical Application) -The gypsum board is to be each end of length of channel. Both Gypsum Boards at side joints fastened into channel with screws spaced 8 in. OC, 1 G. Framing Members* - Floor and Ceiling Runner-•• For use with Item 2G, proprietary channel shaped runners, minimum installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in.OC starting 4 in.from the approximately 1/2 in.from joint edge. Not for use with Item 5A and 5E. THAI GYPSUM PRODUCTS PCL (View Classification) —CKNX.R27517 width to accommodate stud size attached to floor and ceiling with fasteners 24 in.OC max. edge of the board at the vertical edges and 12 in.OC starting 6 in. from the edge of the board at the center of each c.Steel Framing Members*—Resilient sound isolation clip used to attach furring channels (Item 7Ea) to studs.Clips Z STUDCO BUILDING SYSTEMS—CROCSTUD Track board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in.OC starting 4 in.from spaced 24 in. OC., and secured to studs with No. 10 x 2-1/2 in,coarse drywall screw through the center hole. Furring UNITED STATES GYPSUM CO (View Classification) —CKNX.R1319 O the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. Vertical joints are channels are friction fitted into clips. 1H. Floor and Ceiling Runners— (Not shown) —Channel shaped, fabricated from min 0.02 in- gale steel, min width to accommodate stud size, with min 1 in. long legs, for use with studs specified below and fabricated from min 0.02 in. to be centered over studs and staggered one stud cavity on opposite sides of studs. {Horizontal Application) -The dSTUDCO BUILDING SYSTEMS—RESILMOUNT Sound Isolation Clips-Type A237 or A237R USG MEXICO S A DE C V (View Classification) —CKNX.RI 6089 gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in.OC N galv steel or thicker, attached to floor and ceiling with fasteners spaced max 24 in.OC. starting 4 in. from the edge of the board at the vertical edges and 12 in.OC starting 6 in.from the edge of the board at 8. Joint Tape and Compound—Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw 2A. Gypsum Board*--As an alternate to Item 2-3/4 in.thick gypsum wallboard. For 2 Hr rating, 1-1/2 in.total thickness, MARINO/WARE, DIV OF WARE INDUSTRIES INC—Viper20Tm Track VT100. the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in.OC heads of outer layers. Paper tape, nom 2 in.wide, embedded in first layer of compound over all joints of outer layer installed in accordance with corner detail B. For 3 Hr rating, 2-1/4 in.total thickness installed in accordance with corner starting 4 in.from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. panels. Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge. detail C. Boards are to be applied vertically without horizontal joints. 11. Framing Members'-- Floor and Ceiling Runners— (Not shown, As an alternate to Item 1)—For use with Items 2H, All horizontal joints are to be backed as outlined under section VI of Volume 1 in the Fire Resistive Directory. CGC INC—Type IP-X3 or ULTRACODE channel shaped, fabricated from min.0.015 in. (min bare metal thickness) galvanized steel, attached to floor and CGC INC Type SCX. 9. Siding, Brick or Stucco—(Optional, not shown)—Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the ceiling with fasteners 24 in. OC. max. UNITED STATES GYPSUM CO—Type SCX,SGX. requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated UNITED STATES GYPSUM CO—Type IP-X3 or ULTRACODE TELLING INDUSTRIES L L C—TRUE-TRACKTM USG MEXICO S A DE C V—Type SCX. metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. USG MEXICO S A DE C V—Type IP-X3 or ULTRACODE IJ. Framing Members* -Floor and Ceiling Runner— Not shown-In lieu of Item 1 —For use with Item 21, proprietary channel 5D. Gypsum Board*— (As an alternate to Item 5) —5/8 in.thick, 48 in.wide, applied vertically or horizontally.Secured 10. Caulking and Sealants*—(Optional, not shown) —A bead of acoustical sealant applied around the partition shaped runners, 3-5/8 in.deep attached to floor and ceiling with fasteners 24 in. OC max. as described in Item 6. For use with items 1 and 2 only. perimeter for sound control. 2B. Gypsum Board*—{As an alternate to Items 2 and 2A) —Nominal 5/8 in.thick panels.One of the layers of Gypsum TELLING INDUSTRIES L L C—Viper25TM Track UNITED STATES GYPSUM CO—Type USGX. UNITED STATES GYPSUM CO—Type AS Board (Item 2) used to obtain the minimum required thickness in Item 2 may be substituted with one layer and secured as described in Item 2. 1 K. Framing Members* - Floor and Ceiling Runner—Not shown- In lieu of Item 1 —For use with Item 2J, proprietary 5E, Gypsum Board"— (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both sides of wall 11. Lead Batten Strips-- (Not Shown, For Use With Item 5B) - Lead batten strips, min 1-1/2 in.wide, max 10 ft long with a PABCO BUILDING PRODUCTS LLC, DBA PABCO GYPSUM—Type QuietRock ES channel shaped runners, 1-1/4 in.wide by 3-5/8 in, deep fabricated from min 0.020 in. thick gale steel, attached to floor when 1/2 in.or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with max thickness of 0.125 in.Strips placed on the interior face of studs and attached from the exterior face of the stud with and ceiling with fasteners spaced 24 in. OC max. Item 3). Nominal 5/8 in.thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten 2C.Wall and Partition Facings and Accessories*— (As an alternate to Item 2 through 2B) —Composite Gypsum Panel— TELLING INDUSTRIES L L C—Viper20Tm Track Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs.Wallboard secured to strips to have a purity of 99.9%meeting the Federal specification QQ-L-201 f, Grade"C". Lead batten strips required behind Nominal 5/8 in.thick panels. One of the layers of Gypsum Board (Item 2) used to obtain the minimum required thickness in studs with 1-1/4 in. long Type S-12 (or No. 6 by 1-1/4 in. long bugle head fine driller) steel screws spaced 8 in. OC at vertical joints of lead backed gypsum wallboard (Item 5B) and optional at remaining stud locations. Required behind Item 2 maybe substituted with one layer of composite gypsum panel and secured as described in Item 2. 2. Steel Studs—Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under perimeter and 12 in.OC in the field. vertical joints. PABCO BUILDING PRODUCTS LLC, DBA PABCO GYPSUM Type QuietRock QR Item 5, spaced a max of 24 in.OC.Studs to be cut 3/8 to 3/4 in. less than assembly height. NEW ENGLAND LEAD BURNING CO INC, DBA NELCO—Nelco p 11A. Lead Batten Strips— (Not Shown, For Use With Item 5H) Lead batten strips, 2 in.wide, max 10 ft long with a max Q 2A.Steel Studs— (As an alternate to Item 2, For use with Items 5B, 5E, 5H and 5J) Channel shaped, fabricated from min 20 5P. Gypsum Board*—{Asan alternate to Item 5) —For use with Items 1 E and 2E and limited to 1 Hour Rating only, thickness of 0.140 in.Strips placed on the face of studs and attached to the stud with two min. 1 in.long min.Type S-8 pan 3. Steel Stud-- 1-5/8 in.wide with 1-5/I 6 and 1-7/16 in. legs having a 1/4-in.folded flange,fabricated from No. 25 MSG gale U MSG corrosion-protected or gale steel, 3-1/2 in, min depth,spaced a max of 16 in. OC.Studs friction-fit into floor and Gypsum panels with beveled, square or tapered edges, applied vertical) and fastened to the steel studs with 1 in, head steel screws, one at the to of the stripand one at the bottom of the strip or with one min. 1 in. longmin.Type S-8 steel. Length to be 1/2 in. less than the assembly height. O ceiling runners.Studs to be cut 5/8 to 3/4 in. less than assembly height. longg T p q p 9 pp Y p p g y g Type S screws spaced 8 in.OC along vertical and bottom edges and 12 in.OC in the field.Vertical joints centered pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.5%meeting the Federal specification over studs and staggered one stud cavity on opposite sides of studs. Steel stud depth shall be a minimum 3-5/8 in. QQ-L-201 f, Grades"B, C or D". Lead batten strips required behind vertical joints of lead backed gypsum wallboard and 3A.As an alternate to item 3 Steel Framing Members*—galy.steel clips spaced 4 ft OC and 1-1/4 in.from top and bottem REVISIONS 2B. Framing Members* - Steel Studs— (As an alternate to Item 2, For use with Items 5C or 51) -Proprietary channel shaped UNITED STATES GYPSUM CO—5/8 in. thick Type SCX,SGX. optional at remaining stud locations. of column.A No.28 MSG galv steel support angle with 1-1/4 in. length shall be placed over clips and secured with screws studs, 3-5/8 in. deep spaced a max of 24 in.OC.Studs to be cut 3/4 in less than the assembly height and installed with a attaching the wallboard.The angle cut 1 in.less than assembly height splices in angle to occur over clips.The clips for use in.gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. 5G. Gypsum Board*— As an alternate to [tem 5 For use with Items 1 E and 2E only, Gypsum panels with beveled, 12. Lead Discs or Tabs— Not Shown, For Use With Item 58 - Used in lieu of or in addition to the lead batten strips Item 1 1 with wide flange columns only. ISSUE DESCRIPTION DATE CALIFORNIA EXPANDED METAL PRODUCTS CO—Viper25TM Yp ( } Y• Yp p ( ) p ( ) g 1 PERMIT ISSUE 01/30/17 square or tapered edges, applied vertically or horizontally, as specified in the table below and fastened to the steel or optional at other locations-Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel JOHN WAGNER ASSOCIATES INC, DBA GRABBER—Types C8, CBI Clips. CRACO MFG INC—SmartStudTM studs as described in Item 6. Vertical joints centered over studs and staggered one stud cavity on opposite sides of screw heads or max 1/2 in. by 1-1/4 in.by max 0.125 in.thick lead tabs placed on gypsum boards (Item 58) underneath MARINO/WARE, DIV OF WARE INDUSTRIES INC—Viper25Tm studs.Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9%meeting the Federal 4. Corner Beads--No. 28 MSG gale steel, 1-1/4 in.legs to be attached to the wallboard with No. 6 by 1 in.screws spaced PHILLIPS MFG CO L L C —Viper25TM backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be specification QQ-L-201f, Grade"C". 12 in, OC max. staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 2C. Framing Members* - Steel Studs— Not shown-In lieu of Item 2—proprietary channel shaped steel studs, min depth in.The thickness and number of layers for the 2 hr,3 hr and 4 hr ratings are as follows: 12A. Lead Discs— (Not Shown, for use with Item 5H) Max 5/16 in.diem by max 0.140 in.thick lead discs compression fitted 5.Tie Wire—No. 18 SWG steel wire spaced 24 in. OC used with second layer of wallboard. as indicated under Item 5, spaced a max if 24 in.OC, fabricated from min 0.020 in. thick gamy steel.Studs cut 3/8 in. to 3/4 or adhered over steel screw heads. Lead discs to have a purity of 99.5%meeting the Federal Specification QQ-L-201f, !Itey's9SP:ell in. less in lengths than assembly heights. Gypsum Board Protection on Each Side of Wall Grades"B,C or D". 6.Screws—For attaching first layer of wallboard to steel studs, and third layer of wallboard to 2 in. by 2 in.steel angle (25 �•CALIFORNIA EXPANDED METAL PRODUCTS CO—Viper20TM Rating, Min Stud Depth,in. No. of Layers & Min Thkns of Ga) to be No.6 by 1 in. (or 1-1/4 in. for 3/4 in.thick wallboard} Phillips head self-drilling, self-tapping double lead screwsMARINO/WARE, DIV OF WARE INDUSTRIES INC —Viper20Tm Hr in. Items 2E Thkns of Panel insulation Item 4 13, Lead Batten Stri s— Not Shown, For Use With Item 5E Lead batten stri s,2 in.wide, max 10 ft Ion with a max s aced 24 in. QC For attachin second la er of wallboard to steel studs and fourth la er of wallboard to 2 in.b 2 in. steel rPHILLIPS MfG CO L L C—Viper20T" ( ) p ( } p g p g y Y Y2 1 5/8 2 layers, 1/2 in. thick Optional thickness of 0.142 in.Strips placed an the face of studs and attached to the stud with two min. ] in. long min.Type S 8 pan angle (25 Ga} to be No. 6 by 1 314 in. (or 2 1/4 in.for 3/4 in.thick wallboard} steel screws of the same type spaced 12 in. OC �' CORTLARGAN 2 1-5/8 2 layers, 5/8 in. thick Optional head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min.Type S-8 For attaching third layer of wallboard to steel studs to be No.8 by 2-1/4 in.screws of the same type spaced 12 in. OC 2D. framing Members*—Steel Studs— In lieu of Item 2-Channel shaped studs, min depth as indicated under Item 5, 3 1-5/8 3 layers, 1/2 in.thick Optional pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9%meeting the Federal specification 0 • spaced a max of 24 in. OC.Studs to be cut 3/4 in.less than assembly height. 3 1-5/8 3 layers, 5/8 in.thick Optional QQ-L-201 f, Grade"C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5E) and 7. Finishing System— (Not Shown) —Joint compound applied over corner beads to a thickness of 1/16 in. [ ARL�kGTGN,TEhAS ALLSTEEL& GYPSUM PRODUCTS INC—Type SUPREME Framing System 4 1-5/8 4 layers, 5/8 in.thick Optional optional at remaining stud locations. _�, 1 CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV—Type SUPREME Framing System 4 1-5/8 4 layers, 1/2 in.thick Optional *Bearing the UL Classification Mark QUAIL RUN BUILDING MATERIALS INC—Type SUPREME Framing System 14. Lead Tabs— (Not Shown, For Use With Item 5E) 2 in.wide, 5 in. long with a max thickness of 0.142 in.Tabs friction-fit SCAFCO STEEL STUD MANUFACTURING CO—Type SUPREME Framing System CGC INC— 1/2 in.thick Type C, IP-X2 or IPC-AR;, 5/8 in.thick Type AR, C, IP-AR, IP-X1, 1P-X2, IPC-AR,SCX,SHX,or;3/4 in. around front face of stud, the stud folded back flange, and the back face of the stud.Tabs required a# each location STEEL CONSTRUCTION SYSTEMS INC—Type SUPREME Framing System thick Types IP-X3 or ULTRACODE where a screw (that secures the gypsum boards, Item 5E) will penetrate the steel stud. Lead tabs to have a purity of 99.9% UNITED METAL PRODUCTS INC—Type SUPREME Framing System UNITED STATES GYPSUM CO— 1/2 in.thick Type C, IP-X2, IPC-AR or; 5/8 in.thick Type SCX, SGX, SHX, IP-X1, AR, C, , FRX-G, meeting the Federal specification QQ-L-201 f, Grade"C". Lead tabs may be held in place with standard adhesive tape if IP-AR, IP-X2, IPC-AR :3/4 in. thick Types iP-X3 or ULTRACODE necessary. 2E. Framing Members'— Steel Studs— (Not shown, As an alternate to Item 2) —For use with Items 5F or 5G or 51 only, USG MEXICO S A DE C V— 1/2 in. thick Type C, IP-X2, IPC-AR or: 5/8 in.thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR,SCX, channel shaped studs, min depth as indicated under Item 5F, 5G or 51, fabricated from min.0.015 in. (min bare metal SHX,or;3/4 in. thick Types IP-X3 or ULTRACODE *Bearing the UL Classification Mark thickness) galvanized steel, spaced a max of 24 in.OC.Studs to be cut 3/4 in.less than assembly height. CLARKDIETRICH BUILDING SYSTEMS---CD ProSTUD 5H. Gypsum Board*—(Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both sides of wall SPECIFICATIONS - DMFCWBS L L C— ProSTUD when 5/8 or 3/4 in thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with MBA BUILDING SUPPLIES INC—ProSTUD Item 3) -Nom 5/8 or 3/4 in. may be used as alternate to all 5/8 or 3/4 in.shown in Item 5, Wallboard Protection on Each UL NO.'S RAM SALES t L C— Ram ProSTUD Side of Wall table. Nom 5/8 or 3/4 in.thick lead backed gypsum panels with beveled, square or tapered edges, SOUTHEASTERN STUD & COMPONENTS INC— ProSTUD applied vertically.Vertical joints centered over 20 MSG steel studs and staggered min I stud cavity on opposite sides of STEEL STRUCTURAL SYSTEMS L L C---Tri-S ProSTUD studs. Wallboard secured to studs with 1-1/4 in.long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field.Gypsum board secured to 20 MSG steel studs Item 28 with 1-1/4 in. long Type S-12 steel screws spaced 8 in. 2F. Framing Members* - Steel Studs— Not shown-In lieu of Item 2—proprietary channel shaped steel studs, minimum OC at perimeter and 12 in.OC in the field. For Joint Compound see Item 5.To be used with Lead Batten Strips (see Item SHEET NUMBER width indicated under Item 5, 1-1/4 in. deep fabricated from min 0.015 in. (min bare metal thickness) galvanized steel. 11 A) or Lead Discs (see Item 12A). Studs 3/8 in. to 3/4 in. less in lengths than assembly heights. MAYCO INDUSTRIES INC--Type X-Ray Shielded Gypsum SUPER STUD BUILDING PRODUCTS—The Edge SP2 • O 2G. Framing Members* - Steel Studs— Not shown- In lieu of Item 2-proprietary channel shaped studs, minimum width indicated under Item 5, Studs to be cut 3/8 to 3/4 in less than the assembly height. STUDCO BUILDING SYSTEMS—CROCSTUD XXHEZ - THROUGH PENETRATION FIRESTOP SYSTEMS THROUGH-PENETRATION FIRESTOP SYSTEMS System No. W-L-8013 SYSTEM NO. W-L-1062 C IVI ANS1IUL1479(ASTM E814) CAN1ULC S115 MARCH 03, 2014 F RATING - 1 AND 2 HR F Ratings—1 and 2 Hr(See Item 1) F Ratings---1 and 2 Hr(See Item 1) T RATINGS - 0 HR L RATING AT AMBIENT - LESS THAN 1 CFM/SQ FT C O R T L A N D T Rating—O Hr FT Rating-0 Hr L RATING AT 400 F - LESS THAN 1 CFM/SQFT L Rating At Ambient—5 CFMIsq ft FH Ratings-1 and 2 Hr(See Item 1) MORGAN L Rating At 400 F--2 CFM/sq ft FTH Rating—0 Hr ARCHITECT L Rating At Ambient 5 CFM/sq ft A l B� © © I 1 0 711 N. FIELDER RD. L Rating At 400 F—2 CFM/sq R ARLINGTON, TX 76012 4 0 817/635-5696 �A O FAX 817/635-5699 14 " ,1 �� fV ll) OWNER: , i - 11: ' 1 e .4 : . . © (1AY T A �� VISIONARY PROPERTIES, INC. f _�: I-- i. . .;..,� 175 E. HOUSTON ST. SAN ANTONIO, TX 78205 Li.-A 4:0 2%. 1.Wall Assembly - The fire-rated gypsum wallboard/stud wall assembly shall be constructed 210/524-6827 of the materials and in the manner FAX: 210/524-6522 SECTION A-A specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the UL Fire System tested with a pressure differential of 2.5 Pa between the exposed and the unexposed Resistance Directory and shall include the following construction features: surfaces with the higher pressure on the exposed side. A. Studs - Wall framing may consist of either wood studs or steel channel 1. Wall Assembly —The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced constructed of the materials and in the manner specified in the individual U300, U400, V400 16 in. (406 mm) OC. Steel studs to be min 3-5/8 in. (92 mm) wide and spaced O or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include max 24 in. (610mm) OC. 0 the following construction features: a. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood B. Gypsum Board* - Thickness, type, number of layers and fasteners as required studs to consist of nom 2 in. (51 mm) by 4 in. (102 mm) lumber spaced 16 in. (406 mm) in the individual Wall and Partition Design. Max diam of opening in wood stud W OC. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced max 24 in. (610 mm) OC. walls is 8 in. (203 mm). Max diam of opening in steel stud walls is 14 in. (356 mm). Additional studs installed to completely frame the opening. Q b. Gypsum Board* — 5/8 in. (16 mm) thick, 4 ft (1219 mm) wide with square or tapered The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall = • edges. The gypsum board type, thickness, number of layers, fastener type and sheet assembly in which it is installed. 0 Ce orientation shall be as specified in the individual Wall and Partition Design. Max area H of opening is 352 sq in. (2271 sq cm) with max dimension of 22 in. (559 mm) wide. 2. Through Penetrants - One metallic pipe, conduit or tubing to be installed within the firestop system. The space between pipe, conduit or tubing and periphery of opening shall be a min 0 Z 0 CO The hourly F and FH Ratings of the firestop system are equal to the hourly fire rating of the in. (point contact) to a max 2 in. (51 mm). Pipe, conduit or tubing to be rigidly supported on 0c/) N wall assembly in which it is installed. both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing z N may be used: `V n 0 � 2. Cable Tray* — Max 18 in. (457 mm) wide by max 6 in. (152 mm) deep open-ladder or solid-back cable tray with channel-shaped side rails formed of 0.065 in. (1 .65 mm) thick A. Steel Pipe - Nom 12 in. (305 mm) diam (or smaller) Schedule 5 (or heavier steel pipe. Z F-- Ce aluminum or 0.060 in. (1 .52 mm) thick steel and with 1-1/2 in. (38 mm) wide by 1 in. (25 mm) — 0 channel shape rungs spaced 9 in. (229 mm) OC or a 0.029 in. (0.74 mm) thick steel solid B. Iron Pipe - Nom 12 in. (305 mm) diam (or smaller) cast or ductile iron pipe. = Z 0 back, respectively. One cable tray to be installed in the opening. The max annular space N — between the cable tray and the periphery of the opening shall be min 1 in. (25 mm) to max C. Conduit - Nom 4 in. (102 mm) diam (or smaller) electrical metallic tubing, nom 6 in. Q = 0 7 in. (178 mm) Cable tray to be rigidly supported on both sides of floor or wall assembly. (152 mm) diam (or smaller) steel conduit or nom 1 in. (25 mm) diam (or smaller) flexible Q Z steel conduit. < 3. Cables — Aggregate cross-sectional area of cables in cable tray to be max 30 percent of 04, J the cross-sectional area of the cable tray. Any combination of the following types and sizes D. Copper Tubing - Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper 1.0 1— of copper conductor cables may be used: tubing. 01rfY a. 7/C No. 12 AWG with polyvinyl chloride (PVC) insulation and PVC jacket. C/) 0 b. 100 pair - No. 24 AWG cable with PVC insulation and jacket. E. Copper Pipe - Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper tn Ill c. 1/C, 750 kcmil (or smaller) with PVC insulation and jacket. pipe. 'Cr Ile O 4. Through-Penetrants — One or more pipe or tube to be installed within the opening. The 3. Fill, Void or Cavity Material* - Caulk - Min 5/8 in. (16 mm) thickness of fill material applied O O total number of through-penetrants is dependent on the size of the opening and types and within the annulus, flush with both surfaces of wall. Min 3/8 in. (10 mm) diam bead of fill sizes of the penetrants. Any combination of the penetrants described below may be used material applied at point contact location at the penetrant/gypsum board interface on both provided that the following parameters relative to the annular spaces and the spacings sides of wall. Z between the pipes are maintained. The space between the pipe or tube and the periphery O of the opening shall be min 1-1/2 in. (38 mm) to max 9-1 /4 in. (235 mm). Pipe or tube to be MOMENTIVE PERFORMANCE MATERIALS - Pensil 100 Caulk. _ rigidly supported on both sides of floor or wall assembly. The following types and sizes of y non-metallic or metallic pipes, or tubes may be used: SPECIFIED TECHNOLOGIES INC - Pensil 100 Sealant, Pensil 300 Sealant or SpecSeal Series SIL300 a. Polyvinyl Chloride (PVC) Pipe — Max 3 in. (76 mm) diam Schedule 40 solid core PVC Sealant. pipe (or smaller) for use in closed (process or supply) or vented (drain, waste or vent) piping system. *Bearing the UL Classification Mark b. Steel Pipe — Nom 6 in. (152 mm) diam (or smaller) Schedule 40 (or heavier) steel pipe. c. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing or 6 in. (152 mm) diam steel conduit. d. Copper Pipe — Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe. e. Copper Tube — Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tube. Ff 4A. Pipe Covering — (Not Shown) Nom 1-1 /2 in. (38 mm) thick hollow cylindrical heavy ° `' density (min 3.5 pcf) (56kg/m3) glass fiber units jacketed on the outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory applied self-sealing lap tape. Transverse joints secured with metal fasteners or with butt tape supplied with the ° ° product. u . 0 See Pipe and Equipment Covering and Materials (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above REVISIONS specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or ISSUE DESCRIPTION DATE less and a Smoke Developed Index of 50 may be used. 1 PERMIT ISSUE 01/30/17 5. Cables -- Max 1-1/2 in. (38 mm) diam tight bundle of cables installed within the opening and rigidly supported on both surfaces of wall. The space between the cables and periphery of the opening shall range from 1-3/16 in. (30.2 mm) min to a max of 1-1/2 in. (38 mm). Any . fi combination of the following types and sizes of cables may be used: 4' a. 7/C No. 12 AWG with polyvinyl chloride (PVC) insulation and jacket. • b. 25 pair— No. 24 AWG cable with PVC insulation and jacket. ,I t.,ORT Afd,7' 0R- c. Type R GU/59 coaxial cable with PVC outer jacket. d. 24 fiber optic cable with PVC sub unit and outer jacket. VI, ARLINGTON,TO.N,TE'KAS e V;5,1 62_ —2„--)It 6. Firestop System —The firestop system shall consist of the following: ~ - a. Fill, Void or Cavity Material* — Fire Blocks For walls incorporating max 3-5/8 in. (92 mm) steel studs or max 2 (51 mm) by 4 in. (102 mm) wood studs, fire block installed with 5 in. (127 mm) dimension projecting through and centered in opening. For walls constructed of larger steel or wood studs, fire block installed with long dimension passing through and centered in opening. Blocks may or may not be cut flush with both surfaces of wall. When multiple layers of gypsum board are used, blocks may be recessed 1 /2 in. (13 mm) from surface of wall. Blocks to be firmly packed in opening. SPECIFICATION - Either one or a combination of the block types specified below may be used. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS 657 Fire Block or CFS-BL Firestop UL INFORMATION Block b. Fill, Void or Cavity Material* —Sealant or Puffy - Fill material to be forced into interstices of cables, between cables and cable trays, around each penetrant and SHEET NUMBER where obvious voids are observed to max extent possible on both surfaces of the penetration. HILT! CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-One Sealant, CP 618 Putty Stick or SP2 • 1 CP620 Fire Foam *Bearing the UL Classification Mark . CHAPTER 3: BUILDING BLOCKS - X x X .�_ I IC _ < < � I I 4 MAX - - I I z " 17"- 25" FOR TOES y'1 - �- N r 60" \ - 30 MIN 8" MIN 1 20" MAX > 20"- 25" MAX > "_ 24" (10" MAX - --- 2 / MIN \ ( I ' >� )1 dr / / %0 MAX ,� /G --c .i. 1-"- � _ _I _ CORTLAND �— � 1 _ • 5 MORGAN IK 4 / \ I I co I I z� r z Ill�' --\-- -.44144 II .. ., ARCHITECT —, r-- ` _ 43" A X x ai. i,n: u.,mwi,e,i r..6u.ei•iaoaoiwiva."..n.,i,nci ,e o .,iu, .w '- • . . . \ Z -- i•.. I 7 , I I Q - Q - X - x x \ x A- --� r.,, V 2 / ( I I I - N x - _� 44_ 4.4 Q "� Q Q I ARLtNGTON711 N. `TXR76012 / - co ao .';`c - ,� = — _ `_ 1— - Q — 817/635 5696 _a / / \ r y - - J N\ 1 11" MIN �b MAX rr .4111 a- .��tllAM ao ;o iao — FAX 817/635-5699 I - - I / /�/ ,' ,/ N z v ��l �l` �r -� - - 1.< IL - -r, \ 25 MAX FOR KNEES I `�. .r' , r> c� 12" MIN " 12" MIN - x - f ti �A ��1 f A - r; OWNER: e� / 36 MIN (-el �,► ELEVATION PLAN .� �� N� c) \` �� O • N� \. N. 1- \ \ 1 CHANGES IN LEVEL BEVELED CHANGES IN LEVEL CIRCULAR T- SHAPED CLEAR FLOOR KNEE AND TOE CLEARANCE LIMITS OF UNOBSTRUCTED 10" MAX TURNING SPACE TURNING SPACE SPACE PROTRUDING OBJECTS FORWARD REACH OBSTRUCTED FORWARD REACH UNOBSTRUCTED SIDE REACH OBSTRUCTED SIDE REACH VISIONARY PROPERTIES, INC. 175 E. HOUSTON ST. - CHAPTER 4: ACCESSIBLE ROUTES SAN ANTONIO,TX 78205 210/524-6827 FAX:210/524-6522 NOTE: CLEAR OPENING IS FROM THE NOTE: X = 12" WHERE BOTH CLOSER NOTE: X = 36" MIN., Y = 60" NOTE: Y = 42" MIN NOTE: Y = 48" MIN NOTE: Y = 42" MIN DOOR STOR TO THE DOOR & LATCH ARE PROVIDED. X = 42" MIN., Y = 54" Y = 48" MIN, X = 12" MIN IF DOOR Y = 54" MIN IF DOOR HAS CLOSER Y = 48" MIN IF DOOR HAS CLOSER + OPEN AT 90 DEGREES r t> I HAS BOTH CLOSER AND LATCH 32 MIN ,,X" I I � r i -a I I y - _ - - r - 44 z_ ot2o I I I I I I I -r -\- - - - - I I I Eco �r I I ct0 o IF--i-- \\ � � z I I I I ! I i F I 1 I zI I O , \ \ 32" MIIN .0 18" MIN I I ",X„ I "X" 1 I I 22" MINI >- ". I ", N �� ao i / v I I = �, • 24 MIN 124 MIN E W kt 24" MAX 48" MIN L24" MAX ce °a- I I I I I I I i I I ' I I I ill 1 , CLEAR WIDTH OF AN ACCESSIBLE ROUTE CLEAR DOORWAY OPENING FORWARD APPROACH, PULL SIDE FRONT APPROACH, PUSH SIDE HINGE APPROACH, PULL SIDE HINGE APPROACH, PUSH SIDE LATCH APPROACH, PULL SIDE LATCH APPROACH, PUSH SIDE FRONT APPROACH - a CX SLIDING OR FOLDING DOORS V • Z 0 C til 1d] Ei) O (/) N I'm Z ►N.. 48" MIN DOOR WIDTH / 60" MIN DOOR WIDTH. 48" MIN DOOR WIDTdr H 2 0 O''\ 1 j �. t n rz \ r- -1 — 1- - - - - - - -1 i \ _ \ NOTE: X = 12" WHERE BOTH CLOSER I �-,/ 0 <>5I <>> I1 , ;—I ,,_ - -,, i , J , FP ;4 v --- N - & LATCH ARE PROVIDED. V) Z I I I I / / \ / V / I I � r - - - , - Q = ci - .i, I )TMINII 24" MINI z \ z /,le ,I` I l I I 1 L F z I I I i.e44( I \ I I / a°`--�\ �_ \ b / - .a 18" MIN c0 I I "X" � I-- \ I / - \ / _ / ,' ' °ole le v I A \ �. CS1 (Z / � / \ � / IX i I Ixc i I I i I If \ t,e) a_ 4 he V. cte 0 POCKET OR HINGE APPROACH STOP OR LATCH APPROACH DOORS IN SERIES RECESSED DOOR - RECESSED DOOR - 0 0 FORWARD APPROACH, PULL SIDE FRONT APPROACH, PUSH SIDE ?z CHAPTER 6: PLUMBING ELEMENTS AND FACILITIES 0 NOTE: LAV SHALL NOT OVERLAP CLEAR FLOOR 54" MIN N 24" � SPACE FOR WATER CLOSET ie - 18" 36" MIN /r 39" - 41" e� z36" 36" or MAX,? / / I J, Z /r MAX �� /r MAX e 17" - 25" 17" - 25" " 15" MIN = c I 12" MIN 24" MINT \ 5 MAX ,o24 MIN . E - r24 MIN'r / / � r '' 1 / `"' 42" MIN , (12" MAX - / . r MAX, , � v N • Q d rI I �.. —� — i ........_ ( . 0 c / $ MIN `— . II -* z I I I I z X I` j _\—....„4_, - 4 - -- X-\--I 761 rr= � O 6 z _ _ _ };,- c --�C - ,r Nr - -1. /' �• //////./ V-,',.t..) 4�- Z =13 z z I cal I o � � Q 10 1 - i Q '- � g z Z —Z\-. CY) •/ \ -- L ____ i M‘ 8.. MINS cr\ r, �r I I I °�° —` c� 0 > -cr 411 c: c°°i z \ z \ • • ji \ 48" MIN (6 MAX ��__ I — — —�— r., 1� �. N. -' \ •. `c0 •\ co\ ,k [6" MAX . /r y L - - - - - - -- .- \ �- i .w \ ti •\ . \ z 6 MAX i.� 30 MINI „ 18" 21" 42' MAX 42" MAX L Oi : _ _ 60" MIN r16 MIN - MAX MIN , / a HI WATER FOUNTAIN LOW WATER FOUNTAIN ,' re /� X .1 ee el '' `I PROTRUDING DISPENSER RECESSED DISPENSER p WATER FOUNTAIN CLEARANCES CLEAR FLOOR SPACE FOR WATER HEIGHT OF CLOSET AND LAVATORY URINAL WATER CLOSET & LAVATORY CLEARANCES REVISIONS ISSUE DESCRIPTION DATE PRELIM REVISION 01/13/17 PRELIM REVISION 01/16/17- CHAPTER 7: COMMUNICATION ELEMENTS AND FEATURES CHAPTER 9: BUILT-IN FURNISHINGS AND EQUIPMENT NOTES: k ED2sec • ALL TEXT CHARACTERS ARE TO BE SANS SERIF. ITALIC,OBLIQUE,SCRIPT, HIGHLY • DECORATIVE. HOR OTHEREIGHTISTO UNUSUALBEBASE FORMS ONTHE AREUPPERCASE NOT PER"I"MITTED. 7.-- - • '-- MEASURED VERTICALLY FROM • CHARACTER WIDTH IS BASED ON THE UPPERCASE"0", IT SHALL BE 55%MIN AND 110% 36" MIN 30" MIN I ,re RUj� � ORGA THE BASELINE OF THE CHARACTER,5/8"MIN-2"MAX. '.IJ 18"i 0 6 \ _._ MIN > ARLINGT ,TEXAS • MAX OF THE HEIGHT OF THE UPPERCASE"!". v ' ' � � ` • THE STROKE OF THE TEXT IS TO BE 15%MAX OF THE HEIGHT OF THE UPPERCASE LETTER"I"AT / r COUNTER % COUNTER `7_ 4 THE TOP SURFACE OF THE CHARACTER AND 30%MAX AT THE BASE OF THE CHARACTER. //.' • • I / • CHARACTER SPACING SHALL BE BASED ON THE TWO CLOSEST POINTS OF ADJACENT r -f Z• ( i .:. CHARACTERS.SPACING BETWEEN INDIVIDUAL CHARACTERS SHALL BE 1/8"MIN \ 1 OF `'' MEASURED AT THE TOP SURFACE OF THE CHARACTERS AND 1/16"MIN MEASURES AT THE I I I X - !� N` , - BASE OF THE CHARACTERS. _ - J �o Q I I X z_ 1I • BRAILLE CHARACTERS SHALL BE LOCATED 3/8"BELOW TEXT AND PICTOGRAMS AND 3/8" _ __-- Q .Q111 I I ABOVE THE BORDER. - I I \�f/ I I • MOUNT 48"MIN AFF MEASURE FROM THE BASELINE OF THE LOWEST TACTILE CHARACTER `Q - - "• _._•___...e.111.1 AND 60"MAX AFF MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. CO I I 'Q n {/�� I I • THE CHARACTERS AND THEIR BACKGROUND SHOULD CONTRAST IN COLOR.EITHER LIGHT \� L J �\ `\ .. — — --1 ACCESSIBILITY CHARACTERS WITH DARK BACKGROUND OR DARK CHARACTERS WITH LIGHT BACKGROUND GUIDELINES TACTILE SIGN REQUIREMENTS LOCATION OF TACTILE PARALLEL APPROACH AT SALES COUNTER FORWARD APPROACH AT SALES COUNTER/ SERVICE TABLES SIGN AT DOOR(S) SHEET NUMBER CORTLAND MORGAN ARCHITECT 711 N. FIELDER RD. ARLINGTON,TX 76012 817/635-5696 FAX:817/635-5699 OWNER: VI, F[[ //./ may::: S VISIONARYINC. - __� 15 E. HOUSTON ST.IN - {....1 ..._.....___f___1. SAN ANTONIO,TX 78205 I I I 11 210/524-6827 FAX:210/524-6522 II I � II I I € ; II € I II I 11 III i I 11 1 II i i �1 J - - - - - J - - __- - - - -_ _ J L - I I GC WILL DEMO SUSPENDED CEILING TILES AND GRID rw € - - 11 I- II 0 L _ I I I- ; I F-r L- - I I LLI I 3_ .I- I. - IDC 1I H Q , IIj I . {....f _..._......... _ .._ = p a Cle J II I I I , II li: Z c CO I' V) N j I I GC WILL DEMO ALL LIGHITNG AND j j i N LT- I I TRACK SYSTEMS,SEE MEP DEMO SHEET i € N. 1 1Z ~ rz II E ` i E i � I _ 4 1 I ].. EEE _ __ ICE0 OPEN TO DECK I I I j 1 Z 111111 I- A •••••••-• -...,,..1- ........5 L. ... --• ••'' ........ .-••••••.- . .....-. . .... . • • •••• ........... .._..1 _J._ ___, ____ jil 0% 3 : .....1 I N v.) 0 he Nr DC o 2 DEMO REFLECTED CEILING PLAN C 1/4" = 1'-O" O Z 0 v) 11, I I ri fir--- ---- - I r -n I\ r %' ' I I H \\ LE II f ��i L /// 111 GC WILL DEMO ALL INTERIOR WALLS ;y f O• II L __ - _ _ � I II �\ - J L - j a J I r HGC TO REMOVING ALL FLOORING, CLEAN AND i GC TO REMOVE ALL PREP SUBFLOOR TO RECIEVE NEW FINISHES �� PLUMBING FIXTURES,CAP 1 I -� REVISIONS / ,,,. AND REDIRECT PLUMBING 1 I I ISSUE DESCRIPTION DATE i r GC TO REMOVING ALL FLOORING, CLEAN AND 2 PERMIT REISSUE 02/17/17 , PREP SUBFLOOR TO RECIEVE NEW FINISHES '} 3 FIELD REVISION 03/01/17 H IIII III 1111 111111 LII 40-D AR I L CORTLVD MORD' Vf ARLINGTON,TEXAS • ii / of oR / L - - Fl DEMO PLANS 0DEMO FLOOR PLAN 1 1/4" = -0�� SHEET NUMBER AO . O INTERIOR METAL STUD FRAMING CHART LIMITING/ WALL LEGEND GENERAL NOTES c I m SIZE GAUGE UNBRACED HEIGHT ilgall2a= NEW PARTITION WITH SOUND 1 . GC TO VERIFY ALL EXISTING CONDITIONS BEFORE START OF CONSTRUCTION. NOTIFY CM " BATT INSULATION W/ ANY DISCREPANCIES. 3 5/8" 20 14-0 2. ALL DIMENSIONS ARE TO FINISH FACE OF WALL AND/OR DOOR OPENING. 3 5/8" 18 16-0" 1 I NEW PARTITION 3. GC TO ENSURE THAT ALL OPENINGS AND PENETRATIONS IN DEMISING WALLS ARE SEALED 3 5/8" 16 18'-0" PER CODE. CO R T L A N D EXISTING WALL 4" 20 16'-0" 4. GC TO ENSURE THAT ALL GYP IS TO BE TYPE "X" FIRE RATED AND THAT GREEN BOARD IS MORGAN 4" 18 18'-0" USED ON ALL WET WALLS. ARCHITECT HEADER 5. ALL CONCEALED INSULATION MATERIALS SHALL HAVE A FLAMESPREAD NO GREATER 4" 16 19'-0" THAN 25 AND SMOKE RATING OF NO MORE THAN 450. 6" 20 21 '-0" 6. ALL WOOD BLOCKING TO BE FIRE TREATED PER CODE. 711 N. FIELDER RD. 7. ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED ARLINGTON, Tx 76012 6" 18 24'-0" 817/635-5696 6" 16 25'-0" ARCHITECTURAL AND PME FINAL ISSUE CONSTRUCTION SET. ANY CHANGES MADE FAX: 817/635-5699 DURING CONSTRUCTION THAT ARE NOT IN COMPLIANCE WITH THE APPROVED PLANS GENERAL NOTES SHALL BE COORDINATED AND APPROVED BY THE CONSTRUCTION MANAGER OF VPI. OWNER: I.LIMITING HEIGHT{UNBRACED HEIGHT) IS THE CLEAR 8. APPLY GYPSUM BOARD PANELS PARALLEL TO STUDS. POSITION ALL EDGES OVER STUDS .41 DISTANCE FROM THE FINISH FLOOR TO TOP OF WALL FOR PARALLEL APPLICATION. USE MAX PRACTICAL LENGTHS TO MINIMIZE END JOINS. OR BRACE LOCATION (HORIZONTAL OR DIAGONAL KNEE BRACE). STAGGER JOINS ON OPPOSITE SIDES OF PARTITION, A MIN OF 1/16" =. 3/8" MAX GAP AT 2.ALL METAL STUDS PROPERTIES TO SE AS FLOOR CONDITIONS. VISIONARY PROPERTIES, INC. MANUFACTURED METAL STUD MANUFACTURES 9. ELECTRICAL BOXES TO BE OFFSET IN ALL SOUND RATED PARTITIONS AT A MIN OF 24" O.C. 175 E. HOUSTON ST. ASSOCIATIONS PER ICBG REPORT NO.4943 OR 78205 O,ANTONITX APPROVED EQUIVALENT.ALLOWABLE UNBRACED PROVIDE ONE STUD MIN BETWEEN OFFSET BOXES, INSTALL ACOUSTIC SEALANT AROUND SAN 210ONI ,TX7 HEIGHT AS PER CHART ABOVE. OPENINGS AND FIREPROOFING PUTTY AROUND J-BOXES AT FIRE-RATED ASSEMBLIES. FAX: 210/524-6522 3.ALL CONNECTION AND FASTENERS TO BE AS PER 10. THE PARTITION WITH THE HIGHEST FIRE RATING WILL FUN CONTINUOUS THROUGH DETAILS. ALL MANUFACTURERS AND ICBG REPORT # TO BE STRICTLY ADHERED TO BY GC UNLESS INTERSECTING AND PERPENDICULAR PARTITIONS. APPROVAL FOR EQUAL SUBSTITUTION IS RECEIVED 11 . ALL VOIDS BETWEEN METAL DECKING AND TOP PLATE OF RATED PARTITION TO BE FROM VPI. PACKED TIGHT WITH THERMAFIBER BLANKETS. 4.ALL GYP BOARD TO BE TYPE"x"ON ALL PARTITIONS THROUUGHOUT.UT.ATTACH WITH 1"TYPE"S" 12. FIBER BLANKET INSTALLATION TO BE THERMAFIBER SAFB'S OR APPROVED EQUAL WITH DRYWALL SCREWS 12"O,C, VERTICALLY AT STUDS MIN R-13 VALUE. 0 AND 8"O.C. AROUND PERIMETER UNLESS NOTED 13. STUD GAUGE TO BE A MIN OF 20 WITH 1 5/8" FLANGE WIDTH IN ACCORDANCE WITH OTHERWISE. ASTM REQUIREMENTS C 645 O INTERIOR STUD FRAMING NOTES: 14. HEIGHT LIMIT OF STUDS TO BE IN ACCORDANCE WITH ANSI REQUIREMENTS AND I- 1 . LIMITING HEIGHT FOR 5/8" GYP PANELS AND 5 PSF UNIFORM LOAD GYPSUM ASSOCIATION RECOMMENDATIONS. W PERPENDICULAR TO PARTITION OR FURRING. 15. IN WALL BLOCKING AND BACKING SHALL BE INSTALLED IN ALL ASSEMBLIES AS REQUIRED IX 2. USE ONE-LAYER HEIGHTS FOR UNBALANCED ASSEMBLIES. USE TWO- TO MAINTAIN SPECIFIED FIRE RATINGS, TO COMPLY WITH EFFECTIVE FAIR HOUSING ACT LAYER HEIGHTS FOR MULTI-LAYER ASSEMBLIES. REQUIREMENTS AND TO COMPLY WITH EFFECTIVE ACCESSIBILITY CODE REQUIREMENTS. ICE 3. FOR FURRING STUD ATTACHED TO TOP AND BOTTOM RUNNERS 16. ALL THRESHOLDS AT DOORWAYS TO BE 1/2 MAX. HEIGHT, BEVELED WITH 1 :2 MAX. SLOPE. = Li AND FREE-STANDING UP TO 12'-0" HEIGHT. 17. ALL WALLS ARE 5" NOMINAL UNLESS OTHERWISE SPECIFIED. a 4. STUDS EXCEEDING 12'-0" HEIGHT REQUIRE MID-HEIGHT ANCHOR 18. ALL DIMENSIONS ARE TO FINISH FACE OF WALL. N . TO EXTERIOR WALL. ASSEMBLIES WITHOUT FACE PANELS AND 19. NO PARTITIONS, RUNNING CHANNELS, OR BRACING SHALL BE ATTACHED TO THE SHELL Z 0 CHASE WALLS PARTITIONS REQUIRE VERTICAL CROSS BRACES 4'-0" STRUCTURE. APPROVAL FROM LL, ENGINEER AND BUILDING OFFICIAL SHALL BE OBTAINED C/7 CO CO O.C. MAX. LIMITING CRITERIA D-DEFLECTION, F-BENDING STRESS, PRIOR ANY ATTACHMENT TO SHELL DECK, JOISTS, OR BEAMS. 0 8' -01/2" 5" 25' -0" 5" 6' -61/2" V-END REACTION SHEAR. 20, GC TO PROVIDE BLOCKING AS REQUIRED PER CONSTRUCTION MANAGER FOR I- Z N J/ / 5. THE TYPICAL PHYSICAL AND STRUCTURAL PROPERTIES AND MILLWORK INSTALLATION. 0 O APPLICABLE TABLES PUBLISHED WITH THIS CHART REPRESENT 21 . REF SHEET A4.0 FOR FINISH SCHEDULES. \ CHARACTERISTICS AND/OR STEEL STUDS CURRENTLY AVAILABLE 22. REF. PME SHEETS FOR MECHANICAL, ELECTRICAL & PLUMBING SPECIFICATIONS & Z (( 1 -- 1 FROM A GROUP OF STEEL STUD MANUFACTURERS. DIMENSIONS. = v O "' 6. GENERAL CONTRACTOR TO CONSULT STUD MANUFACTURER FOR 23. GC ENSURE THAT EXSTG TILE TO REMAIN IS SLIP RESISTANCE & COMPLIES WITH CODE. N Z e\ ELEC./IT - - _I__ _ _ .� -� in ACTUAL PHYSICAL AND STRUCTURAL PROPERTIES, STUD THICKNESS COORDINATE WITH CM TO MAKE NECESSARY ADJUSTMENTS. \ 24. GC VERIFY THAT ALL OPERABLE DEVICES MEET CODE. Q = AND LIMITING HEIGHT TABLES TO DETERMINE FINAL STUDti) 0 201 I • i I I BREAD ROO / ��c -1 E-I- 25. GC TO INSTALL VPI SUPPLIED TACTILE SIGNS PER CODE. REFER ACCESSIBILITY Z O �I�E I I SELECTION. GUIDELINES/CS AND SIGNAGE AND PICTURES/A5.0 FOR SPECIFICATIONS. 0 Q ` II I I I lOil IlkiT ``�2 I _ �' 26. GC VERIFY THAT EXSTG DEMISING WALLS COMPLY WITH CODE. COORDINATE WITH CM 1.0 J \ BEFORE MAKING NECESSARY ADJUSTMENTS TO BRING DEMISING WALL TO CODE. (V ~ 27. GC TO ENSURE THAT ALL OPENINGS AND PENETRATIONS IN DEMISING WALLS ARE SEALED O �° o & PER CODE. "' ' .T-1 . A - 28. GC VERIFY THAT EXSTG DRINKING FOUNTAIN, EXSTG WATER CLOSET, EXSTG LAVATORY, he iiiLl,:,_ aV �� rT �` AND CLEARANCES IN EXSTG RESTROOM COMPLY WITH CODE. REF SHEET CS ACCESSIBILITY GUIDELINES. COORDINATE WITH CM BEFORE ANY ADJUSTMENTS. `_ W_ W_ W_ W_ W- W- W•_ -, _, �_ �_ W W 0 29. GC TO ENSURE THAT ALL EXISTING EXIT DOORS & INTERIOR DOORS SHALL COMPLY WITH CD C D1MENSI4" = OONED SECOND FLOOR CODE LOCKS & LATCHES REQUIREMENTS. 12 30. REF. SP1 .0 & SP1 .1 FOR JOB SPECIFICATIONS. 31 . IF VANILLA SHELL, CM TO VERIFY THAT ALL UTILITIES {GAS, ELECTRICAL, SEWAGE, WATER Z AND PHONE CONDUIT AND SERVICE) ARE INSTALLED BEFORE TURNOVER APPLICATION. O H 98' -3" ee ' 5" 3' -0' 2' - 1" 5" 1'-9" 5" 1 - 10"S' 2' - 1" 3'-0" 4'5'4" 3'-0" 7'-7" 4'' 3' -0" 6' -8" 5" 12' -9 1/2" 5" 47' -6 1/2" // i i'i /e/ .'.' i' .':W / /1 r - / ..y // - i' 1..--_.l , . , ' I 08 VCT- _ 106 REFRACTING . REFRACTING ' 104• • I 1;02,• , '"� ;1 1 �� r_r VCT-1 1• �� - .. •`N'. .I _ - -� ,W ,- ,. - - - � `. ..7 _ �4 vrrrr4rr::yr^,rY4r14Y VV / . - , r,- _ - - - - • - - . - - - - _ . .„.. ,,.. . . .. \ , , s 03/A3. ..2'I I' O . H=:., . . . . _ , 1 �. Efl 0 1' A A � I Q4 - , . - - - - ,y!•- - .. � „ 1 .. •I .1• _ .. - - - - .- . . REVISIONS - - � � - t1 Q1' 20 co ISSUE DESCRIPTION DATE lin � . , 1 PERMIT ISSUE 01/30/17 CORRIDOR o RETAIL o ' 0 • • 2 PERMIT REISSUE 02/17/17 rA 10 . . A v - - - •100iw ___, • . - ( • • • • • E .. . . . , . ..c,,, , .J. :.:,2 , lloy 4 contal �,DRGt�ECOtT-A-CT i•- el ItN�i PEEP - .. C ARLINGTON,TEXAS • ONTAG�i-FENS. •,PR., TEST-, 103 A� vcr ' : Q'. ick FILE Si0 A'G `E • • '105 VCT- b. 107 . " • OF 00 1 DIMENSIONED - FLOOR PLAN 3' -0' 3'- 1" 10' 0" 9'-6" 3' -0 1/2" 4'-3" 3'-0" 2 -9 1/2" 7" 3' -0" 4'-3 1/2" 5" yie eyie I 1' 4 1/2"- 5" �5" �5" " 5" 5' 4"' 5" ""7 1/2" SKEET NUMBER DIMENSIONED FLOOR PLAN Al • O 1/4" = 1'-0" C M CORTLAND MORGAN ARCHITECT 711 N. FIELDER RD. ARLINGTON,TX 76012 817/635-5696 FAX:817/635-5699 OWNER: CEILING NOTES .4 1 . SUPPORT WIRES FOR LAY-IN CEILING GRID MUST NOT BE CONNECTED TO VISIONARY PROPERTIES, INC. ANY OF THE LANDLORD'S MECHANICAL, ELECTRICAL, PLUMBING, OR 175 E. HOUSTON ST. SAN ANTONIO,TX 78205 FIRE PROTECTION EQUIPMENT. 210/524-6827 2. ALL CEILING MATERIAL IS TO BE OF CLASS "A" FIRE RATING. FAX:210/524-6522 3. PATCH AND REPAIR EXISTING CEILING TILE AS NEEDED. 4. ALL EXISTING LIGHT FIXTURES TO BE RELOCATED, RELAMPED AND REWIRED AS NEEDED. 5. REF. MECH. & ELEC. DRAWINGS FOR LOCATION & TYPE OF NEW/EXSTG SUPPLY & RETURN AIR GRILLES & NEW/EXSTG LIGHTING FIXTURES. 6. GC COORDINATE W/ CM FOR NUMBER OF EXIT LIGHT FIXTURES. 0 7. EXIT LIGHT FIXTURES TO BE DETERMINED PER CODE. 0 8. GC TO ENSURE THAT ALL VOIDS AND PENETRATIONS ARE SEALED AT TIME OF CONSTRUCTION. I- 9. 9. REF MEP FOR EMERGENCY LIGHTING EXIT SIGNS DETAILS. LU 10. AFTER CONSTRUCTION CLEAN EXIST VENTS AND GRILLS AND REPLACE ce ALL FILTERS. Q 11 . REPLACE/RELOCATE SUPPLY & RETURN AIR GRILLES AS NECESSARY. d 12. REPAIR/REPLACE/RELOCATE EXSTG SPRINKLER HEADS AS NEEDED & PER = CODE. a rz 13. REPAIR EXSTG GYP CEILING TO LIKE-NEW CONDITION. PAINT P-03. V) • 14. REF A4.0 FINISHES LEGEND FOR CEILING GRID AND CEILING TILES. Z 0 co 15. ADD/REPLACE/RELOCATE NEW/EXSTG LIGHT FIXTURES & ELECTRICAL AS ON NEEDED PER PLAN. 1-1.1Z Ci16. GC VERIFY THAT EXSTG LIGHT FIXTURES ARE OPERABLE. RE-LAMP EXSTG LIGHT FIXTURES AS NEEDED. 0 0 O` Zc/ _ -Vo Z , a = ❑ (/).<1. z o• Q CEILING LEGEND I- 1 I I I , , I N IZ I 1 I I I I - LAY-IN CEILING TILE. REFER TO FINISH II I SCHEDULE & FINISH LEGEND/A4.0 H O CLEC./IT I I I �O1 1 FOR EXACT FINISH TYPE 1 I { I i I I • C_1 STORAGE W O O $' - 0"A.F.F. BFEAK ROOM/ ; � � 202 � I O 0 OFFICE I GYP. CEILING TEXTURE & PAINT I ; 1 I I I , I_ BRIGHT WHITE UNLESS OTHERWISE 20 Z NOTED O 1 I I I I I I I I I I I -I V- I F I I I I � �- I t/! ® SECOND FLOOR 1/4" = 11-0" 1 till •I I I 1 I f 1 I I 1 1 I I 1 1 I I i I =1 f I I I II I I 1 I 1 i I I 1 I I I I 1 I I 1 I I f I 1 I I i 1 I I I 1 I 1 I I I 1 7 I ! I 1 I II KESTRQQM ; Rt5TRQQM ; I I II I I I I I I I 1 1 I I 1 , Z 1 11 I I 1 I 1 I 1 I 1 I 1 1 I 1081 06 1 I I I I I I 1 I I I 1 1 I I 1 I I ! it P.IFRACTINGi iREFRACTING ! I I 1 I I I I I 1 I , U O I' I I 2 104 102 1 1 I I I 1 1 1 I. I I I I I I , I 1 I I I I I , REVISIONS I I 1 1 I I I I I 1 1 I 1 I I I I I I 1 V 1 I 1 1 II I I I I f I C`1 I , I I I I 1 I I I 1 ----- - I 1 I 1 I 1 I I I l I _ III1II1 IIIII1I1 11IIIIIiIII Ir1II iiEfr ISSUE DESCRIPTION DATE$ - O5A.F.F.( 1 CORTLANDMORGAN PERMIT ISSUE Iti 01/30 /17 ;.ORRIDOR RETAIL I 310 10) C-1 9' - 61A.F.F. L I I IIII IIIII I I k I I I Q • CfARLINGTON,TEXAS a I I I I I 1 I 1 I I I 1 I I I 1 F I 1 I 1 I f I I ! I I I I I I I I 1 I I I I I TACT I I 1 I I 1 I 1 I I I I I I I I I I I I I I I I I 1 1 I I I I �J1q> I I I I I I I I I I I I I I I 1 I I 1 1 ��-Cr l -� -� c,STORAGE CONTACT LENS I I I I I I I I I , OF; 0A V leo, I I I I 1 I I I I I ! I I I FILE/STORAGE I 1 PRE- EST I 1 1 I I I I I I I 1 I I I I i I I I I I I I I I I I I 1 I I I I 10 5 p P ! 101 I I I 1 I I I 1 1 I I � I I '1 I 1 1 3 1 I I I I 1 I I - _- - I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I REFLECTED OPEN TO SECOND LEVEL I I I I 1 I , 1 1 , 1 I I I 7 II I I , I i I 1 1 I I 1 1 r I 1 1 1 _ I I I l I I I 1 I I 1 I I I I I f I I IY ! I I 1 I 1 CEILING PLAN SHEET NUMBER A2OREFLECTED CEILING PLAN • 1/4" 11-0" l32" A.F.F. 5/8" GYP ;..-i c 5/8" GYP - v C M1 -- -- 3 5/8" METAL STUD le-lc NEW GLASS AND ALUMINUM 16" O.C. r ,•711°'`r METAL STUD BLOCKING C O R T L A N D FRAME STOREFRONT SYSTEMMORGAN DOOR (MATCH EXISTING) �� 3 5/8" METAL STUD TO ! �•'' ,. ARCHITECT ROPPE #177 TILE CARPET AS FORM BOX HEADER ',. #10 xl 1/2" PH SMS AND AF6 CARPET JOINER SCHEDULED - :0 - I i TOGGLER ALLIGATOR -- ALUMINUM STOREFRONT SYSTEM CONT. SEALANT FASTENER 16" O.C. MAX, TYP. 711 N. FIELDER RD. NOTE: SCHLUTER RENO TK 1/2" VCT AS SCHEDULED` FRAME AND MULLION BEOND BEAD. ARLINGTON,TX 76012 GC AND FLOORING SUB TO BRUSHED NICKEL ATK 125 CAULK , 817/635-5696 ENSURE THAT SUB-FLOOR IS ATGB. SLOPE IS 1 :2, 1 /4" MAX ,ll �' /' Gni+ �5�. ALUMINUM PERIMETER OF FRAME FAX. 817/ass 5699 �� I� T�� I-- AT BOTH SIDES (TYP.) \ 4� ,� SMOOTH AND LEVEL PRIOR TO ELEVATION DIFFERENCE PER SADDLE/THRESHOLD SET IN OWNER: INSTALLATION OF TRANSITION. ADA SECTION 303.3 Q FULL DEAD OF MASTIC .7.. . • I H.M. FRAME msµ., PORCELAIN TILE • d ; AS SCHEDULEDL FINISH FLOOR \ ��.T r CARPET AS +� DOOR AS `_ : PATCH SUB FLOOR AS LATEX-PORTLAND ' ' { I �� .1=4:-... SCHEDULED VISIONARY PROPERTIES, INC. SCHEDULED I REQUIRED TO SUPPLY CEMENT MORTAR AS PER I� . 4 4 ° _ BLACK GRAND 0 175 E. HOUSTON ST. X11111 111111 11111 A SLOPE OF 1 :20 MAX . ANSI A108.5. METHOD F a " >� ENTRANCE CRASH RAIL SAN ANTONIO,TX 78205 J 113. (SCR-48), OSCI. 210/524-6827 FAX:210/524-6522 r.„, TILE/CARPET TRANSITION 2 VCT/ TILE CARPET DETAIL \ DOOR SILL n, INTERIOR HM DOOR HEAD \ CHAIR RAIL 1NTS 2 NTS 3 3” = 1'-0" I `4 3" = 1'-0" 5 6" = 1'-0" % `� 7.0 1' 1" SIGN BANNER INSTALLED BY 0 STAINLESS STEAL = --4' - - N GC PROVIDED BY OWNER. "J" MOLD ;,/ I N CENTER OVER CASHWRAP, SIGN BANNER INSTALLED BY O NOTE: 1 . COLUMN ENCLOSURE / GC PROVIDED BY OWNER. W CUSTOM MIRROR SUPPLIED CONSTRUCTION TO COMPLY PARTITION ? \ � CENTER OVER CASHWRAP. IX AND INSTALLED BY GC WITH UL DESIGN NO. X528 AS V NOTE: SIGN BANNER INSTALLED BY L.. • SCHEDULED GC IS TO SUPPLY GC PROVIDED BY OWNER. I. . _ . : '. . v. ' _ AND INSTALL ALL - CENTER OVER CASHWRAP. �? J_. MIRROR (1 /4" W/ ' �O CUSTOM V). POLISHED EDGES) '0 I MIRRORS. 2" MAX 3' - 0" EXISTING '. '° �= °a - \ / / Z 0 CO COLUMN - I ( ) I 0 N O r CUSTOMER SERVICE ' rz N �. ----------- - 2 O CT , ,I... /A --_______ z \ Vis io works ^ , [� '' STAINLESS STEAL �\ ^ o = v Ir 1 z o 1 d ------- "J" MOLD - ' I (4= .a - ISPAIN a I I + MIRROR , ESI "J" MOLD (SECURED I I I Z 2 LAYERS OF 5/8" 1 5/8" METAL STUDS 1' TYP ADHESIVE FOR SECURING TO COLUMN W/DRY 'N \ \ \ _� Q MIRROR TO COLUMN WALL SCREWS) / EQ EQ - -0° TYPE-"X" GYP jr 3 0 / / / ILOI-- c... 6 TYP COLUMN ENCLOSURE CUSTOM MIRROR INSTALLATION CASH WRAP ELEVATION (FX-01) & (FX-01B) ®::1 CASH WRAP PLAN (FX-01) CASH WRAP PLAN (FX-01B) R O 3" = 1'-0" � 1/2" = 1'-0" 1/2" = 1'-0" 112" = 1'-0" 1/2" = 1'-0" N C� he Cl- „ 2, 3, _ 1” EQ EQ 2' - 8" Wf 4 0. _ \ 1 'r / , / l' , o 0 _ \ ,Er) Zr)\ EYE EXAM \ EYE EXAM �\ _ EYEWEAR FITTING 1— (-0 I Z Z `� Z \\ , \ \\ O P--, =cr 7.0 - r/I CO I , I , ZN co CV ('7 iV CV 0- / 3 0 / N---\ / 3' - 111 / `. `. `I. / 2' 6" 2' - 6" ,k- RECEPTION DESK ELEVATION (FX-13) RECEPTION DESK PLAN (FX-13) RECEPTION DESK ELEVATION (FX-14) RECEPTION DESK PLAN (FX-14) - DISPENSE ELEVATION (FX-05 & 06) DISPENSE PLAN (FX-05 & 06) 11 112" = 1'-0" 12 1/2" = 1'-0" 13 1/2" = 1'-0" 14 1/2" = 1'-0" X15' 1/2" = 1'-0" 16 1/2" = 1'-0" z 0 a taU O J NOTE: SHELVES, STANDARDS, AND SHELVING NOTE: GC TO SUPPLY AND INSTALL SHELVING. REVISIONS BRACKETS COME IN KITS CONSISTING OF 8 WHERE POSSIBLE ANY EXTRA SHELVES AND ISSUE DESCRIPTION DATE STANDARDS, AND 10 SHELVES- EACH NEW STANDARDS FROM OWNER SUPPLIED KITS ARE NOTE: ALL STORAGE AND OFFICE SHELVING SUPPLIED AND INSTALLED BY GC 1 PERMIT ISSUE 01/30/17 STORE WILL RECEIVE 3 KITS. TO BE USED IN THE OFFICE. 4, r' '` - CEILING AS SCHEDULED CEILING AS SCHEDULED CEILING AS SCHEDULED x.-0.1.W r, CONTRACTOR TO ENSURE THAT TOP s.; ----- (5) 3/4" WOOD SHELVES WITH ,- ! SHELF COMPLIES WITH FIRE CODE CONTRACTOR TO ENSURE WHITE MELAMINE FINISH ,A DISTANCE AWAY FROM THE CEILING THAT TOP SHELF COMPLIES - WITH FIRE CODE DISTANCE CORTL�,ti0Or13AN - ,- AWAY FROM THE CEILING r KV #83 HEAVY DUTY SLOTTED STANDARD C - X 6' LONG @ 16" O.C. W/ SATIN (Ps, ARL II;TON,TEXAS 4" SOFFIT MND WALL SHELVING PROVIDED BY OWNER, ANOCHROME FINISH-SECURE TO WALL S , --)-1 -1 Ie / INSTALLED BY CONTRACTOR. EQUALLY J W/ (4) 1 1/2" FLATHEAD SHEET ' OF 01, 2 1/4" SPACE 3 SHELVES WITH BOTTOM SHELF 17 c EQUALLY SPACE 3 SHELVES MTL.SCREWS (REF. FLOOR PLAN FOR / AT 2'-3" ABOVE CABINET. r` / WITH BOTTOM SHELF AT 4'-0" EXACT LENGTHS) AFF �— - SHELVING WALL STANDARDS TO BE J _ PLACED 16" O.C., SCREW INTO STUDS. E ' (4) ROWS OF 2 X 6 Y.P. A `Y' J — BLOCKING BEHIND STANDARDS CLIP BORE i Oz _ ` AIRLINE 46 AFF TO CENTER SHELVING WALL STANDARDS QUAD AND/OR DATA OUTLET AT TO BE PLACED 16 O.C., � DETAILS ARAKAWA CRC1800 RAIL 5/8" X 5/8" SCREW INTO STUDS. 42" A.F.F. TO CENTER OF BOX, TYP. KV 180 BRACKETS 5/8" GYP - (5 PER STANDARD) - EXISTING WINDOW MULLION LAB TABLES, CABINETS, & COUNTER E DESK SUPPLIED BY I TOPS SUPPLIED BY OWNER, OWNER, INSTALLED BY c PARTITION AS SCHEDULED SHEET NUMBER NOTE: TRACK IS TO BE LOCATED ACROSS ENTIRE STOREFRONT CONTRACTOR WINDOWS IN A MIN OF A 4" SOFFIT. IF SOFFIT IS NOT PRESENT GC IS INSTALLED BY CONTRACTOR s PARTITION AS SCHEDULED PARTITION AS SCHEDULED TO CREATE. TRACK IS TO NOT BE PLACED AT THE ENTRANCE DOORS. FLOOR AS SQUEALED SUPPLIED AND INSTALLED BY CONTRACTOR. ,, FLOORING AS SCHEDULED \ - FLOORING AS SCHEDULED W A3 • O (._i__„ CRC TRACK-CEILING 18 L2O ENS PREP DETAIL 19 OFFICE SHELVINGODETAIL 20 ST2ORAGOE SHELVING DETAIL C M I CORTLAND MRGAN �ft � &.A 61`�� ARCHITECT I i ' 1 y 04/A3.2/1 \ Y X x X X x X X X X X x x 711 N. FIELDER RD. UNDERSIDE OF EXISTING ROOF DECKING I I UNDERSIDE OF EXISTING ROOF DECKING \ /� . .' ,�./ \ / \ / ARLINGTON,TX 76012 I - - , . 817/635-5696 I / %, �`; FAX: 817/635-5699 I I UNDERSIDE OF EXISTING ROOF DECKING OWNER: I I I :, - Ill I I . ''.:-I' (1 1 r r/ \r r' (I i i (i / 4. VISIONARY PROPERTIES, INC. 175 E. HOUSTON ST, I I1 N 1 �� SAN ANTONIO, TX 78205 I I �� 210/524-6827 EXISTING ROOF FRAMING BEYOND. I I EXISTING ROOF FRAMING BEYOND. ,-..„,..,., -- -- ?)- �l „!' . FAX:210/524-6522 I I A ` 419 4110 , EXISTING ROOF FRAMING BEYOND. I I I I 110-1 r EXTEND METAL STUD FRAMING TO ► 0 UNDERSIDE OF DECK AT 4'-0" O.C. j O W > > I CONT 3 5/8" 20 GA GALV METAL STUD a • • DIAGONAL BACK BRACE TO UNDERSIDE 4 . = 0 • \ I I OF EXISTING STRUCTURE ABOVE AT 4'-0"• a ce \ I I O.C. MAX SPACING. �: j v I I ►� V I I / / Z 0 co ` \ \ I I / / 0 ( ) N I 4 / CONTINUOUS 3 5/8" 20 GA GALV METAL• �� Z r(- • \ I I / CHANNEL RUNNER TOP PLATE BACK BRACE• �1 , n 05/A3.2 \ 1 1 / TO EXISTING STRUCTURE ABOVE AT 4' 0" 4. V O O` N \ / O.C. MAX SPACING. ATTACHED TO TOP ADJACENT TENANT 1• Z r~I1 j Ir �I PLATE CLIP ANGLE WITH 4 #10 SCREWS AT 11 = v O 07/A3.21 �' �: EACH ANGLE LEG/BRACE H Z a = o I e411 IA)1' QQ lel. LAY-IN ACOUSTICAL CEILING TILE SUSPENDED LAY-IN ACOUSTICAL CEILING TILE _ J Lan AND GRID SYSTEM. REFER TO ROOM FINISH AND GRID SYSTEM. REFER TO ROOM FINISH - N I— SCHEDULE. SCHEDULE. �� 4/1' SUSPENDED LAY-IN ACOUSTICAL CEILING TILE y C� 0 40 ►� AND GRID SYSTEM. REFER TO ROOM FINISH SCHEDULE. O 4 �� Ce :� o O 3 5/8" OR 6' 20 GA GALV METAL STUD AT 16' AD` 3 5/8" OR 6" 20 GA GALV METAL STUD AT illo. .— FIRE RATED BATT INSULATION { O.C. MAX SPACING UNLESS NOTED 16" O.C. MAX SPACING UNLESS NOTED Z OTHERWISE. OTHERWISE. = EXISTING GALV METAL STUD AT 16" O.C. MAX O 4AS SPACING UNLESS NOTED OTHERWISE. N74 _ 5/8" TYPE-"X" GYP WALL BOARD FINISH ON w '4. 5 4VPI SIDE OF GALV METAL STUDS FRAMING, o -- 5/8" TYPE-"X" GYP WALL BOARD FINISH BOTH o 1, C 5/8" TYPE-"X" GYP WALL BOARD FINISH BOTH milmil-- �� TAPE, SAND, AND PREP FOR FINISH. _ SIDE OF 3 5/8" OR 6" 20 GA GALV METAL = �' SIDE OF 3 5/8" OR 6" 20 GA GALV METAL 4111 41 U STUDS FRAMING AT 16" O.C. TAPE, SAND, U 1 STUDS FRAMING AT 16" O.C. TAPE, SAND, J' LIJ• i AND PREP FOR FINISH. o = A AND PREP FOR FINISHill . '4 THICKNESS: 8"NOMINAL 0 J Z �, J Z ammo 7 3/8"ACTUAL Ln © • '� �. LIMITING HEIGHT: 21'-0"(20 GA) lo (Illu U g U -. 1 .� 24'-0" (18 GAJ o _ 00 O THICKNESS: - ` PROVIDE 3 1 /2" CONT. FIBERGLASS BATT ° 0 THICKNESS: PROVIDE 3 1/2" CONT. FIBERGLASS BATT ►� j `=' N O WALL TYPE A & 8: 5"NOMINAL . 44 0 WALL TYPED 8� E: 5" NOMINAL � ASSEMBLY RATING: 1 HOUR Z Q 4 7/8"ACTUAL �' SOUND ATTENUATION BLANKET TYPICAL AT a 4 7/8'ACTUAL SOUND ATTENUATION BLANKET TYPICAL AT UL #U419 = 1 1 WALL TYPE C: 8" NOMINAL RESTROOMS, MECHANICAL ROOM, AND 2 WALL TYPE F: 8" NOMINAL • RESTROOMS, MECHANICAL ROOM, AND U o STC RATING: 49 SA-870717 w 7 3/8"ACTUAL LENS PREP. w 7 3/8"ACTUAL • LENS PREP. :� vy 00 a ii LIMITING HEIGHT: a LIMITING HEIGHT: �f �� Q O rY 3 5/8"STUDS 14'-0" (20 GA) 3 5/8"STUDS 14'-0" (20 GA) :/: O 16'-0" (18 GA) 16'-0" (18 GA) + c, '4 6'STUDS 21'-0" (20 GA) OPTIONAL SOUND BATT INSULATION 6"STUDS 21'-0" (20 GA} OPTIONAL SOUND BATT INSULATION u._ REVISIONS 24'-0" (18 GA) 24'-0" (18 GA) ce ISSUE DESCRIPTION DATE ASSEMBLY RATING: NOT RATED ASSEMBLY RATING:NOT RATED � 1 PERMIT ISSUE 01/30/17 2 PERMIT REISSUE 02/17/17 STC RATING: STC RATING: �. WALL TYPE A: NOT RATED WALL TYPE D: NONE �. WALL TYPE B 8 C: 49 SA 870717 WALL TYPE E $ E. 49 SA-870717 CONTINUOUS 3 5/8" OR 6" 20 GA. GALV METAL - CONTINUOUS 3 5/8" OR 6" 20 GA. GALV CHANNEL RUNNER BASE PLATE ANCHORED TO METAL CHANNEL RUNNER BASE PLATE ►� CONCRETE FLOOR SLAB WITH 0.177 x 3/4" ANCHORED TO CONCRETE FLOOR SLAB -D POWER ACTUATED FASTENERS @ 32" O.C. WITH 0.177 x 3/4" POWER ACTUATED 1>t FASTENERS @ 32" O.C. �1 CORTLAND MORGAN -- WALL BASE AND FLOOR FINISH. REFER TO � - WALL BASE AND FLOOR FINISH. REFER TO i t.,4 ARLINGTON,TEXAS • FINISH SCHEDULE FINISH SCHEDULE ►110- .� f ,&Y` 01/A3.2 `,; 01 /A3.2 � O. - - WALL BASE AND FLOOR FINISH. REFER TO F Q ►�!� I EXISTING SUB FLOOR 1 EXISTING SUB FLOOR 1 FINISH SCHEDULE \ I „Al I VF N- So- Q lay a , a :� g �a., a s • A �- �-- y - _ -1EXISTING SUB FLOOR NOTES: NOTES: 1 . GC TO PROVIDE AND INSTALL SOUND BATT INSULATION AT RESTROOM, 1 . GC TO PROVIDE AND INSTALL SOUND BATT INSULATION AT RESTROOM, ---/ �` :��. �* WALL MECHANICAL ROOM, AND LENS PREP PARTITION WALLS TO 6' ABOVE FINISH MECHANICAL ROOM, AND LENS PREP PARTITION WALLS TO 6" ABOVE FINISH SECTIONS�TYPES CEILING LINE. CEILING LINE. NOTES: 2. UNLESS NOTED OTHERWISE: IN RESTROOMS, LENS PREP, MECHANICAL, AND 2. UNLESS NOTED OTHERWISE: IN RESTROOMS, LENS PREP, MECHANICAL, AND 1 . UNLESS NOTED OTHERWISE: IN RESTROOMS, LENS PREP, MECHANICAL, AND OTHER WET WALL LOCATIONS THE GC IS TO PROVIDE TYPE-"X" GREEN GYP OTHER WET WALL LOCATIONS THE GC IS TO PROVIDE TYPE-"X" GREN GYP OTHER WET WALL LOCATIONS THE GC IS TO PROVIDE TYPE-"X" GREEN GYP BOARD TAPE, SAND, AND PREPARED FOR FINISH. BOARD TAPE, SAND, AND PREPARED FOR FINISH. BOARD TAPE, SAND, AND PREPARED FOR FINISH. SHEET NUMBER 3. GYP WALL BOARD FINISH MAY BE TERMINATED AT 6" ABOVE CEILING LINE AT 3. GYP WALL BOARD FINISH MAY BE TERMINATED AT 6" ABOVE CEILING LINE AT 2. GC TO ENSURE THAT WALL CONSTRUCTION COMPLIES WITH UL #419 FOR 1 HR PARTITIONS WHERE THE CEILING IS TWO DIFFERENT HEIGHTS ON EITHER SIDE. PARTITIONS WHERE THE CEILING IS TWO DIFFERENT HEIGHTS ON EITHER SIDE. FIRE RATED WALL CONSTRUCTION. 4. WALL TYPE "A" IS WITHOUT INSULATION, WALL TYPE "B" IS WITH INSULATION, 4. WALL TYPE "D" IS WITHOUT INSULATION, WALL TYPE "E' IS WITH INSULATION, AND 3. ALL PENETRATIONS ARE TO COMPLY WITH UL SYSTEM NO. W-L-1062 AND WALL TYPE "C" IS WITH 6' METAL STUDS. WALL TYPE "F" IS WITH 6" METAL STUDS. A3 • 1 (-,i- WALL SECTION - WALL TYPE A, B, & C WALL SECTION - WALL TYPE D, E, & F WALL SECTION - WALL TYPE H � � 1" = 1-0" 1.' = 1-0" 10 1" = 1' eP! • 1 C GYP. BD. ATTACHED TO STEEL STUD WITH #8 DRYWALL SCREWS EA. SIDE. (DO NOT C M ATTACH STEEL STUD TO RUNNER TRACK) SEE WALL TYPES STEEL RUNNER TRACK ANCHORED TO _ CORTLAND Z CONC. SLAB. (CEMCO: METAL STUD ° TRACK I.C.B.0 #ER 1715) TYPICAL. ` PERIMETER WALL. REFER TO PLANS ,° Q NOTE: ATTACH TO STRUCTURE ABOVE W/ A 3 MORGAN ;, ; . . ..a •a FOR CEILING HEIGHT REFER 20 GA METAL TRACK AT TOP G C DRYWALL SCREWS, TYP. _ `a �'s: TO ROOM FINISHG (DO NOT ATTACH TO CEILING GRID ARCHITECT * . ' ) ° :. a 7 �y� SCHEDULE/A4.0 AND Itj I A 01 /A2.0 WHEN APPLICABLE. 711 N. FIELDER RD. ARLINGTON, TX 76012 ., 1/4" RESILIENT SEALANT BEAD CONT. ACOUSTIC GASKET OR , : -. \ 817/635-5696 FLEXIBLE SEALANT f FAX: 817/635-5699 RESILIENT INSULATION `� + °I�LI—I d4 . ►- — 4 Z\ AS OWNER: o . . ° v . 1/2 RESILIENT SEALANT BEAD CONT. • a ° SCHEDULED : ` I ° 6' . a • --'c- + - - r 0.177 DIA. HILTI POWER ACTUATED 4 STEEL RUNNER TRACK • $ m " °, `.�� FASTENER W/. 3/4" (MIN) EMBEDMENT • I _ ANCHORED TO WALL I t, ° @ 32" O.C. I.C.B.O. REPORT #2388. ° a • i CEILING AS NOTES: •- '- . TT GYP. BD. ATTACHED TO SCHEDULED VISIONARY PROPERTIES, INC. 1 . THIS DETAIL APPLIES TO FLOOR RUNNERS ONLY. °. --::_,11.',, STEEL STUD W/ DRYWALL _ , V 175 E. HOUSTON ST. 2. REMOVE ALL DEBRIS FROM FLOOR AND BROOM SWEEP CLEAN BEFORE ° a'_... _ SCREWS (DO NOT ATTACH 5/8' GYP AS SCHEDULED SAN ANTONIO,TX 78205 i 210/524-6827 APPLYING RESILIENT SEALANT AND SETTING FLOOR RUNNER. `- (1/2" MIN STEEL STUD TO RUNNER / 7'_0" AFF PAINT P-1 — J. - FAX:210/524-6522 3. USE A MINIMUM OF 6 BEADS OF RESILIENT SEALANT IN THICKNESS NOTED. ""1 / / / TRACK) SEE WALL TYPES 4. FOR MULTIPLE-LAYERED GWB PARTITIONS, SET GWB LAYER CLOSEST TO STUD 1/2" MAX CORNER BEAD, 3 5/8" X 20 GA OR RUNNER 1/8" OFF FLOOR. SET SUBSEQUENT LAYERS 1 /4" FROM FLOOR. / 5. USE BACKER-ROD TO CLOSE OPENINGS GREATER THAN 1/4" PRIOR TO PARTITION AT EXTERIOR PERIMETER WALL PLAN PARTITION UNDER CONC. ROOF STRUCTURE SECTION TYP. MTL. TRACK APPLICATION OF RESILIENT SEALANT. O PARTITION FLOOR TRACK DETAIL CC PARTITION © PERIMETER RELIEF DETAIL ®1-0" HEADER DETAIL 0 6" = 0 H W ce +��+��+��+��+��+��+�+�+��+��+� EXISTING ROOF TO REMAIN Q .• a cn . / \ A , . / \ - \\\ ' _A ..,.,...., EXISTING ROOFING �/ i/� ; ;�; H Z MATERIAL OVER EXISTING , X /tMETALSTUDSECUREDTOROCFMETAL • • STING ROOFING MATERIAL OVER ROOF / � + ' `+' ` ' ++ N' Z + + rN _ / / DECK WITH TWO (2) #8SELF-TAPPING TEK Z ^ +,•; _ / / ,+ ';•'' PROVIDE FIRE SAFEING, TYPICAL AT ALL I 0 \ n,� , , -r\-1 _ :: :. / / SCREWS AT EACH FLUTE TIES TO ++++ , +`+' ::� / / UNDERSIDE OF METAL DECK. �� L........' �— •— —,= — — — —1 + + GAPS to z DEEP LEG TOP TRACK �o _ +' Q ❑ / / FOUR (4) #8 SELF-TAPPING TEK SCREWSP-11' :` DEEP LEG TOP TRACK PROVIDE (2) GALV. METAL / / AT DIAGONAL METAL STUD BRACING \� ' C/} Z SLIP CLIP AT EACH METAL � — PROVIDE (2) GALV. METAL SLIP CLIP AT CONNECTION ,r EACH METAL STUD. SCREW TO DEEP LEG O� Q I STUD. SCREW TO DEEP LEG i TOP TRACK ONLY. I TOP TRACK ONLY. \ ' META# STUD DIAGONAL BRACING TO /:. I I N I I 4'-0" MAX — ADHERE 2ND LAYER OF TYPE "X" GYP (6 I I �, \ \ / STRUCTURE AT 48" O,C, ALTERNATE \ 12 E '",.°:,;'-�' ' MIN) COVER AT TOP OF PARTITION WALL. � \ DIRECTION. I I I \ / I ,� SCHEDULED WALL TYPE. c \ \ X/ \x _r /20 GA CLIP ANGLE WITH FOUR (4) #8 SELF- I I I SCHEDULED WALL TYPE. DO NOT I DO NOT FASTEN TO DEEP \ \ / i TAPPING TEK SCREWS AT DIAGONAL f • LEG TRACK. \ X i\ x / METAL STUD BRACING CONNECTION AND . I • FASTEN TO DEEP LEG TRACK. O O `�/ \\� _AT TOP TRACK TIES TO METAL STUD I�� PROVIDE 12" MIN CONTINUOUS FIRE NOTES: I T T PARTITION WALL/FRAMING. i SAFING INSULATION AT TOP OF PARTITION Z 1 . PROVIDE A 1" CONTINUOUS GAP BETWEEN BOTTOM OF METAL DECK AND TOP OF _ BRACE TO ADJACENT WALL AT CORNERS NOTES: 0 GYP/METAL STUDS TO ALLOW FOR VERTICAL DEFLECTION OF STRUCTURE. AD METAL STUD TOP TRACK 1 . PROVIDE A 1" CONTINUOUS GAP BETWEEN BOTTOM OF METAL DECK AND TOP OF �. 2. WHERE PARTITION IS PARALLEL TO CORRUGATED METAL DECK FLUTES PROVIDE 20"x4"x12 GYP/METAL STUDS TO ALLOW FOR VERTICAL DEFLECTION OF STRUCTURE. Cf) GAUGE STEEL PLATE AT 24" O.C. (2 PLATES BETWEEN JOIST) WITH TWO (2) TEKS SCREWS AT < SCHEDULED WALL TYPE. 2. WHERE PARTITION IS PARALLEL TO CORRUGATED METAL DECK FLUTES PROVIDE 20"x4"xl 2 EACH FLUTE - LOCATED TO CONTACT AT LEAST ONE FLUTE ON EACH SIDE OF PARTITION. f GAUGE STEEL PLATE AT 24" O.C. (2 PLATES BETWEEN JOIST) WITH TWO (2) TEKS SCREWS AT 3. NON-RATED FIRE PARTITION ONLY. EACH FLUTE - LOCATED TO CONTACT AT LEAST ONE FLUTE ON EACH SIDE OF PARTITION. CC SLIP1 ROACK DETAIL - WALL TO DECK C PARTITION6" IDIAGONAL BRACING C SLIPTRACK DETAIL - DEMISING WALL 6" till EQ I EQ o d e id 7I.: U I J REVISIONS ISSUE DESCRIPTION DATE I. I 1 PERMIT ISSUE 01/30/17 J w---tc.1 { I 1t -c EXISTING STOREFRONT I SHIM AS REQUIRED AND PROVIDE FIRE . G..,arU',I,.' „ , GAO! 11111 _ --11 SAFEING/SEALANT EACH SIDE (TYPICAL s. AT ALL GAPS). ci3 ARLINGTON, TEXAS_ • ACOUSTIC GASKET OR FLEXIBLE SEALANT IN �: \ "---24—I cel ,` N BETWEEN BREAK METAL AND GYP BOARD. I 1 I I ! 1 1 11 ! I III ! BREAK METAL COVER. COLOR TO MATCH .. / STOREFRONT ALUMINUM i / ' . TOP RUNNER GYP BOARD ATTACHED TO STEEL STUD WITH CEILING AS - DRYWALL SCREWS {DO NOT ATTACH STEEL SCHEDULED STUD TO FUNNER TRACK. SEE WALL TYPES. SEALANT TYPICAL ON BOTH SIDES. WALL DETAILS E SCHEDULED WALL TYPE. TRIM-TEX #5010 78 MUDONC CEILING EQ EQ BEAD, TYP SHEET NUMBER • NOTE: • 1 . FILL ALL VOIDS/GAPS BETWEEN PARTITION/WALL AND STOREFRONT SYSTEM FRAME -- WITH FIRE SAFE CAULKING. APPLY WITH CAULKING GUN TO FILL THE CAVITY A3 • 2 BETWEEN THE FRAME AND THE WALL. PARTITION TO CEILING TOP TRACK PARTITION AT MULLION �-- 6" = 1'-0" C 6" = 1'-0" i / ROOM WIDTH AS SCHEDULED ROOM DEPTH AS SCHEDULED AS SCHEDULED AS SCHEDULED d' /I i. . I I NOTE: e di •1/4 N • • PROVIDE BLOCKING . . -..s.- REFER TO ELECTRICAL . BEHIND MONITOR AND P-1 - MOO BOXES,TYP SHEETS FOR OUTLET AND REFER TO ELECTRICAL SHEETS - - CARD SWIPE MOUNTING i - DATA SPECIFICATIONS FOR OUTLET AND DATA C O R T L A N D o V o 0 (1.1 P-1 7 REFER TO A5.0 FOR MOUNTING HEIGHTS a `251 SPECIFICATIONS ARCHITECT F:3 N L11 A \ _ 1 1_ - - 1 1 1 1 L1J o P-1 WHEEL M — -: r‘/1 CHAIR LU EE ACRYLIC PAPER TOWEL DISPENSE o % 1..0 ---* FX-29 LU F Lu . = I iii F - - . 1 1 = SEATING i I = (9, g o FX-08 F)L0.7 FX-08 FX-07 FX-07 FX-08 (9) (9) SOAP DISPENSER ((i) FX-29 711 N.FIELDER RD. I V) I ARLINGTON,TX 76012 817/635-5696 ..)( < ('tl) 1 1 I FAX:817/635-5699 L____ L____ = F — -1 I-- = —I 3' - 11" I e e 2' - 1" I UNIVERSAL CABLE PASS = 0 k..., 0 0 . t_ • - 7, _ THROUGH WALL GROMMET* 0 POS PORT I( a 1 criOWNER: N"- _ u >-- al , • . I 0 1 '''' 8"x8" ACCESS PANEL ' 0 12 74 0 co I I z z , z - 11 1 - - I - DOUBLE BOX W/ LL Z 16.1 CHAIR RAIL al N % c.--+-$-,4--v--. - 0,- _ :---i -r-F-lor -1F-lor 2‘'- F-lor 2 - F-lor 2 in ` IT, < 0 - - I — — I — L.T; 0 , -,..„,,,,,,L, rwo, -, roo DUPLEX POWER & o . ,t4- 11 0 0 I 0 0il 0 lil C) [ 1 1. 1 i ... - A C.) . 4.) i., II SINGLE GANG BOX WITH VOICE 0 , ._, FX-16 1 — - 1 POS DATA PORT VISIONARY PROPERTIES,INC. o B-1 I , B-1 C•4 CAT-5 FOR WALL MOUNT PHONE in 1 - - = 175 E.HOUSTON ST. K = FX-15 FX-15 B-1 Z%1 (v) - SAN ANTONIO,TX 78205 • 1 I I iti I 'I' FX-16 210/524-6827 1 11 II III fl I ri _ - I VI I • • / • NOTE: 1 — FAX:210/524-6522 \ N‘ N— ‘ is. , * NO JBOX. . . . 1 . . . _ PULL PLATE OR GROMMET ONLY (I) TYP RETAIL ELEVATION ® TYP WAITING ELEVATION ® TYP CONTACT LENS ELEV-SUBLEASED/PC WITH OD DESK ri TYP CONTACT LENS ELEVATION - 2 3/8" = I-0" 3/8" = 1-0" 3/8" = 1'-0" --:1 3/8" = I-0" 0 . 0 1- LU AS SCHEDULED ROOM DEPTH AS SCHEDULED ROOM DEPTH AS SCHEDULED ROOM DEPTH AS SCHEDULED W er f 'le ,i/ )ie )i NOTE: )r e, \ \ .. GC TO PROVIDE 1/2" PLYWOOD 5' - 0" 1' - 7 1/8" REFER TO ELECTRICAL SHEETS FOR REFER TO ELECTRICAL BLOCKING BEHIND MONITOR & REFER TO ELECTRICAL SHEETS / dr de OUTLET AND DATA SPECIFICATIONS SHEETS FOR OUTLET AND B.I.O. FOR MOUNTING a EY FOR OUTLET AND DATA 4" 2 - 4" 1 - 0"4'4" 2' - 0" DATA SPECIFICATIONS V') • 0 SPECIFICATIONS 0 7/ 7 e f/e/ / 0 3' - 5" 0 LU L11 i WALL MOUNTED PHONE PORT Lu SINGLE PULL PLATE* Lu Z 0 co e , P-1 er P-1 _., . i / SINGLE BOX W/VOICE & DATA m 0 V) (C.;11 0 N. 0 • 0 LU — - Nri- Lial. -IA # Z-6" t# 4'-0" .".7. N. N LU i 1'1 I i EoN__ km l_-.i MONITOR MOUNTING BRACKET - )r I-- Ar..... - (() 11 9.) DUPLEX --\ QUADRUPLEX RECEPTACLE Y) L._ - _ BY OTHERS \ , 1 . (9) 2 0 0`• 6 1, SWITCH & DIMMER -\\, c.. )( 6,6 11 III 616 (..) N < HAND SANITIZER \ .6 6 !ll /jr=1/- PAPERTOWEL DISPENSER (. ) (.1 < t m""--- ce ___1) - CLOCK RECEPTACLE, RECESSED P-7. 0 0 • ,It rl MONITOR MOUNTING BRACKET 0 e /1 P-1 b 0 - SOAP DISPENSER r zo Kcs' = , ni Pi i • C. ME- Lij L-I -1 -1 -1 M ;4- 1 > < 0 r- , !i i 0 I , j= !I "7-LI 0 . B.I.O. INSTALLED BY DTE 0., CD i 0 1 _....,--- SINGLE BOX W/ DATA z .0 r --1 .--- [--- .f Z (1) Z F-1 or f- - , .___ ,,- ------rA-19 11 b\C.-- QUADRUPLEX RECEPTACLE -F 1 or 2 - -. mi _I Co n . ED 1 L-1 j - . . . p, ED < 0 _ FX-18 • , 1 -4_, g,--_ DUPLEX RECEPTACLE U WM 0 '<)...,:.- B1-1 .....s.,scl , _ . in B-1 SINGLE PULL PLATE* b B-1 ?n` -_,,...„. 4) SINGLE BOX - - I I I t.., _ NOTE: -IP \ \ i ..., \ .... 1 %, i 1 \ . . . . * JBOX. • \ (J) 0 CHAIR RAIL — / 11 - 1" 2' - 5" NO CHAIR RAIL — V) CL. PULL PLATE OR GROMMET ONLY DOUBLE BOX W/DUPLEX & DATA ,,r r , w a ® TYP CONTACT LENS ELEVATION - 3 ® TYP REFRACTING ELEVATION - 1 © TYP REFRACTING ELEVATION - 2 /03 TYP REFRACTING ELEVATION - 3 0 (2) 3/8" = I-0" 3/8" = 1-0" 3/8" = 1'-0" 3/8" = 1-0" Z 0 ROOM WIDTH AS SCHEDULED ROOM DEPTH AS SCHEDULED 1/ 1, ROOM WIDTH AS SCHEDULED _p ROOM DEPTH AS SCHEDULED ROOM DEPTH AS SCHEDULED ROOM DEPTH AS SCHEDULED ce) ir I, 1 1 1 H' 1 H' •iv Hz > . REFER TO CS FOR REQUIRED REFER TO CS FOR REQUIRED REFER TO CS FOR REQUIRED ACCESSIBILITY MOUNTING ACCESSIBILITY MOUNTING ACCESSIBILITY MOUNTING o P-2 HEIGHTS OF RESTROOM HEIGHTS OF RESTROOM HEIGHTS OF RESTROOM 0 o P-1 U.1 LU TWO WALL MOUNTED Lu ACCESSORIES ACCESSORIES ACCESSORIES -1 P-1 -1 COAT RACKS STAGGER A o \ A \ Lu 7 Lu MOUNTING FOR ADA P-1 P-1 P-1 = z P-2 P-1 COMPLIANCE (9) / w ] r I, -- LOCKERS, TYP 2 < (12 FLAT SCREEN TV DOOR AS r') 41x6' CORK BOARD _ b's-sii 45(6' CORK BOARD i n 0 '--- i I-L -- ' -- 0 0 I 0 tCjZ CD SCHEDULED LJ--- 0 tr - 0 iz -s•c I-- rri L.-ri • % 1 -11-:]- " _ j 1 FRP-1 . d 4 .cli O \ -FRP-1 Mil 171-7 1 I I MICROWAVE o z \ - FRP;-1 ( IN . 1 ( 1 1 1--- _ IT, inamem b ••••••••• -, FRP-1 ,.....f..-- 2 onion n MOM I. III i I 11111111111 IIIIIIII rill U IE 23 L2 op- , \ immi _ 11111MIMPIIN — - I --( — 1 1 ED Lii(X I 0 lc FRIDGE —B-1 B-1 stsr- --a B-1 - B-1 UWE am= 8 B-1 . 0_ 3 B-1 7.4- REVISIONS -- M IIIIM a II \i/ 1 pp ma i an ____ ni in __ „ ___ - ;4- ISSUE DESCRIPTION DATE _•,___ \ — ' - — • s. • ,--, • % s % PRELIM REVISION 01/13/17 • N • • • • • • C TYP RR ELEVATIONS - 1 .g) TYP RR ELEVATIONS - 2 11 TYP TYP RR ELEVATIONS - 3 12 TYP RRELEVATIONS -4 13 TYP BREAK ROOM ELEVATION - 1 14 TYP BREAK ROOM ELEVATION - 2 3/8" = 1-0" 3/8" = 1-0" 3/8" = 1-0" 3/8" = 1-0" 3/8" = 1-0" 3/8" = 1-0" AS SCHEDULED )1 yi , ,,,- a , i.) CORTLAND MORGAN . P- REFER TO ELECTRICAL SHEETS FOR OUTLET AND NOTE: tA ARLINGTON,TEXAS * DATA SPECIFICATIONS PROVIDE SUFFICIENT O 1- - — BLOCKING BEHIND WALL •-i::; AI I -N ---f ' MOUNTED IT RACK, TO -' Op 0-feg HOLD UP TO 250 LBS. o Lu I .. 11I F% ci) (Q) IT RACK-WALL IMOUNTED ELEVATIONS () . . . LT1 N = • I -BLOCKING - 0 ZI_ _ I - - - LT1 b c PLYWOOD; U ' FLOOR TO CEILING SHEET NUMBER --4. _ . P-1 N . % . A3 • 3 @TYP ELEC/IT ELEVATION 3/8" = 1-0" _ _ ROOM FINISH SCHEDULE FLOORING TAKEOFF FIXTURE SCHEDULE WALLS CEILING NO SQFT I NO NAME DESCRIPTION QTY NOTES NO NAME FLOOR BASE FIN FIN HGT NOTES CP-1 2109 SF J FX-01B CASH WRAP 1 100 RETAIL CP-1, PT-1 B-1 P-4, P-1 C-1 9' - 6" VCT-01 329 SF FX-04 CREDENZA 1 C t 1 101 FILE/STORAGE CP-1 B-1 JP-4, P-1,P-2 C-1 8' -0" I GC TO PROVIDE AND INSTALL SHELVING VCT-01 117 SF FX-05 SIT DISPENSE 2 = CO R T L A N D 102 REFRACTING 1 CP-1 B-1 1P-4, P-1,P-2 IC-1 8' - 0" I CHAIR RAIL BEHIND CHAIR VCT-01 58 SF FX-06 STAND UP DISPENSE 1 MORGAN 103 LENS PREP 1 VCT-1 B-1 1P-4, P-1, FRP-1 C-1 8' - 0" I FRP BEHIND SINK ONLY 4'-0" HIGH VCT-01 105 SF FX-07N WALL BOXES 20 ARCHITECT 104 REFRACTING CP-1 B-1 P-4, P-1 C-1 8' - 0" CHAIR RAIL BEHIND CHAIR FX-08NT MIRROR 11 .i i.11..hlIIl YLniLlIiiIi i li ii1.Yl fiii.il ri.l{Yliiu I i,i,IIYIII llllild iil.,l ni liliil,Il Ili 105 PRE-TEST CP-1 B-1 P-4, P-1 C-1 8' -0" FX-11 FLOOR DISPLAY HIGH DENSITY 3 711 N.FIELDER RD. 106 RESTROOM VCT-1 B-1 P-4, P-1, FRP-1 C-1 8' -0" FRP ON ALL WALLS 4'-0" HIGH FX-12 ACCESSORY TOWER 1 ARLINGTON,TX 76012 817/635-5696 107 CONTACT LENS CP-1 B-1 P-4, P-1 C-1 8' -0" FX-13 RECEPTION DESK 8 FT 1 FAX:817/635-5699 108 RESTROOM I VCT-1 B-1 P-4, P-1, FRP-1 1C-1 8' -0" I FRP ON ALL WALLS 4'-0" HIGH FX-16 CONTACT LENS BACK COUNTER 1 OWNER: 109 CONTACT STORAGE VCT-1 B-1 P-4, P-1,P-2 C-1 8' - 0" 1GC TO INTALL RUBBER FX-18 EXAM DESK W/ UPPER 2 110 CORRIDOR 1 CP-1 B-1 1 P-4, P-1,P-2 C-1 8' - 0" FX-19 EXAM SINK f 2 200 BREAK ROOM/ OFFICE VCT-I,RS-1 B-1 P-4, P-1,P-2 C-1 8' - 0" GC TO PROVIDE AND INSTALL SHELVING I FX-21 CONTACT LENS STORAGE 4 201 ELEC./IT VCT-1 B-1 P-4, P-1,P-2 C-1 8' - 0" 1 FX-27 RESTROOM STORAGE 1 VISIONARY PROPERTIES,INC. 202 STORAGE VCT-1 B-1 P-4, P-1,P-2 C-1 8' -0" GC TO PROVIDE AND INSTALL SHELVING I FX-29 CONTACT LENS UPPER CABINET 2 175 E.HOUSTON ST. SAN ANTONIO,TX 78205 . FX-36 FLOOR DISPLAY MEGA SPINNER 1 210/524-6827 FINISHES LEGEND }FX-37 FLOOR DISPLAY IMAUI JIM 2 FAX:210/524-6522 - FLOORING WALL COVERING CEILING I FX-38 CONTACT LENS PATIENT DESK 15-0" 1 CP-1 CARPET-TANDUS FLOORING, LLC PT-2 PORCELAIN TILE - STONE SOLUTIONS, C-1 ARMSTRONG CORTEGA SECOND 1 FX-39 CONTACT LENS UPPER CABINET 2 SENTINEL II- VISIONWORKS SS-Z-1RP1224007 BOTTICINO LOOK 2'x4' #2767, 15/16" ANGLED Single SELLING STATION FX-10C 4 (1011300-031) POLISHED 12"x24", GROUT COLOR REGULAR LAY-IN MEDIUM TEXTURE Straight VCT-1 VINYL COMPOSITION TILE - TEC #940 ANTIQUE WHITE C-2 GYP. BOARD CEILING - PAINT P-3 Selling 0 ARMSTRONG IMPERIAL TEXTURE - PT-3 PORCELAIN TILE - DOM PAINT Station o 51858 - SANDRIFT WHITE 12"x12"TILE CERAMICHE CANVAS BEIGE, SS- P-1 SHERWIN WILLIAMS 6141 SOFTER TAN Grand total: 63 RS-1 RUBBER STAIR TREAD OR SIMILAR - 20175, GROUT COLOR TEC #940 WALLS - EGGSHELL FINISH I— RIBBED PROFILE SANDSTONE 12- ANTIQUE WHITE 1/4"x48" SQUARE NOSE STAIR TREAD FRP-1 FIBERGLASS REINFORCED PANEL - P-2 SHERWIN WILLIAMS 6140 MODERATE MODEL#78803P171 MARLITE SYMMETRIX FRP FINISH, DOOR AND DOOR TRIMS -SEMI Q BASE C-140-G44 IVORY 4"x4", 4'x8' SHEET GLOSS FINISH = 0 B-1 BURKEMERCER 701 BLACK 4" COVE P-3 SHERWIN WILLIAMS 7006 EXTRA WHITE RUBBER BASE, ROLLED GOODS CEILING - FLAT a cy V) P-4 WALL PRIMER NOTES: ZCO I. CONTRACTOR TO SUBMIT SAMPLES OF ALL FINISHES TO VPI PRIOR TO CONSTRUCTION 0 cn N FOR APPROVAL. FY— Z h - 2. ALL SUBSTITUTIONS OF FINISHES MUST BE SUBMITTED IN WRITING TO VPI & MUST BE 0 0 (r APPROVED PRIOR CONSTRUCTION. Z F- 3. ALL CARPET AND PORCELAIN TILE SUPPLIED BY OWNER INSTALLED BY GC. — cy 4. TAKEOFFS ON PLANS ARE PRELIMINARY, GC TO SUPPLY OFFICIAL TAKEOFFS TO VPI TO X k") Z O ORDER MATERIALS WITH. • 5. GC TO INSTALL BASE ON ALL WALLS AND ON THE BASE OF ALL FIXTURES. FURNITURE SCHEDULE Q = 0 . I NO NAME DESCRIPTION QTY NOTES (1) z DOOR SCHEDULE 1F-01 PATIENT CHAIR W/OUT ARMS 18 DOOR FRAME F-02 PATIENT CHAIR W/ ARMS 4 LO --`mss. I-- NO ROOM NAME W H T TYPE FIN HW TYPE FIN NOTES F-03 TASK CHAIR 10 > C 01 RETAIL 6' - 0 1/4" 7' -0" 0' - 2" EXIST EXIST 6 EXIST EXIST F-05 DR'S STOOL 3 02 FILE/STORAGE 3' -0" 7' -0" 0' - 2" B P-2 5 HM P-2 OMIT CLOSER F-06 EXAM CHAIR 2 tt) a_ 03 LENS PREP 3' - 0" 7` -0" 0' - 2" A P-2 1 HM P-2 I F-07 FLOOR SAFE 1 Ce T 04 REFRACTING 3' - 0" 7' -0" 0' - 2" B P-2 2 HM P-2 1 F-08 MANAGER'S DESK 1 ".--- 05 REFRACTING 3' - 0" 7' -0" 0' - 2" B P-2 2 HM P-2 1 F-09 BREAK RM TABLE 1 O O 06 RESTROOM 3' - 0" 7' - 0" 0' - 2" B P-2 3 HM P-2 F-11 CUSTOM FILE CABINETS 5 " --- 07 RESTROOM 3' -0" 7' -0" 0' - 2" B P-2 3 HM P-2 1F-12 PRE-TEST TABLE KIDNEY SHAPED 2 Z 08 REAR EXIT 4' -0" 7' -0" 0' - 2" EXIST P-2 7 EXIST P-2 EXISTING DOOR F-20 FLOOR SAFE 2 0 09 BREAK ROOM/ OFFICE 3' -0" 7' -0" 0' - 2" B P-2 5 HM P-2 Grand total: 49 tn LENS PREP EQUIPMENT NO NAME MANUFACTURER QTY NOTES • EQ1 POS COMPUTER 1 DOOR TYPES: HARDWARE: EQ1 FIRE EXTINGUISHER CHAMPION 1 8" 1 -8 8' 3'-0" 3'-a' 1 - PUSH/PULL 4 - POCKET DOOR 7- EXIT EQ1 BENCH LAYOUT BLOCKER OPTICAL WORKS CORPORATION 1 I �A' X .s.„./ X �X A' 3 EA STANLEY HARDWARE 5 KNUCKLE 1 EA TRIMCO 1069 POCKET DOOR PULL, 3 EA STANLEY HARDWARE 5 KNUCKLE EQ1 SPECTOMETER BPI 1 HEAVY WEIGHT CB FULL MORTISE NON-LOCKING HEAVY WEIGHT CB FULL MORTISE EQ1 EDGER NATIONAL OPTRONICS 1 HINGES CB199(32D) 1 EA STANLEY POCKET DOOR HINGES CD-199(32D) EQ1 FRAME WARMER PSI 1 b 0 4 1/2"x 4 1/2" HARDWARE, #PDFC150N-00-70, 1 EA STANLEY BEST 7 PIN CYLINDER c, ... i_ , , ._ ,_i, - .- 1 EA PUSH/PULL SET EDB #40 5910 001 CORE EQ1 LENSOMETER 1 0 TEMP 1 EA STANLEY DOOR CLOSER, 1 EA STANLEY EXIT DEVICES, EQ1 4 POT TINT BPI 1 ti 1,, #D-3550-DA-HS-689-SEC #5101-ALK-689-5300 EQ1 EDGE POLISHER GROBERT USA 1 0 " ARM #A45-505H 5 - SECURED 1 EA STANLEY DOOR CLOSER, EQ-01 TRACER 'NATIONAL OPTRONICS 1 ate ,' 1 EA STANLEY HARDWARE CONCAVE 3 EA STANLEY HARDWARE 5 KNUCKLE #D-3550-DA-HS-689-SEC REVISIONS :,:%s1 .� WALL DOOR STOP, #CD80-4011 (32D) STANDARD WEIGHT CB FULL 1 EA DRIP CAP EQ-17 (B) EDGER VACUUM i TYPE "A" - TYPE "B" TYPE "C" 1 EA SILENCER MORTISE HINGES CB191 (32D) 1 EA KICK PLATE EQ-18 HANDSTONE IPSI 1 I ISSUE DESCRIPTION DATE SOLID CORE SOLID CORE SOLID CORE 1 EA KICK PLATE 4"x 4" 1 EA THRESHOLD LF1 LISTA COUNTERTOPS 1 IMPRESSIONS 2 1 PRELIM REVISION 01/13/17 POCKET 2 - PASSAGE 1 EA STANLEY BEST LEVERS, 1 EA WEATHERSTRIP LF-01 F LISTA STORAGE CABINET LISTA 3 PRELIM REVISION 01/16/17 1._g' 1'-8" L 3-0" 3'-0" 3'-a. 3'-0' 3 EA STANLEY HARDWARE 5 KNUCKLE #93K-7-D-15-D-53-626 1 EA PEEP HOLE LF-04 GRAINGER TABLE GRAINGER 1 V {f .1' , i �-" - X N- HEAVY WEIGHT CB FULL 1 EA STANLEY HARDWARE CONCAVE LF-05 SHELVES JOSLIN 6 -�-�� ` A WALL DOOR STOP, }�. .e-+. � MORTISE HINGES CB199(32D) #CD80-401 (32D) Grand total: 24 `` '_s - 1,_ " " 41/2"x41/2" b, , , ° 1 EA SILENCER = b 1 EA STANLEY BEST LEVER SET, 1 EA KICKPLATE `' ^r� FI^ �r P� Y" ^> " #93K-0-N-15-D-S3-626 l' CORT A D[:' ,...L:=,NI /� T/ 0 / b - ENTRY 8- EXIT _ 1 EA STANLEY HARDWARE CONCAVE f ^`!" TEXAS N WALL DOOR STOP, #CD80-4011 (32D) 1 EA KAWNEER ARCHITECTS CLASSIC 3 EA STANLEY HARDWARE MORTISE CYLINDER CI AR;I'.':3iON, 1 EA SILENCER HARDWARE, #CO-i 2 PULL AND WITH THUMBTURN ' rl 7 TEMP #CP-Il PUSH BAR 1 EA STANLEY BEST 7 PIN CYLINDER � b'r— 1 EA KICKPLATE \- TEMP N-- TEMP TEMP 3 - PRIVACY 1 EA KAWNEER OFFSET PIVOT SET CORE " TYPE "D" TYPE "E" TYPE"F" TYPE "G" 3 EA STANLEY HARDWARE 5 KNUCKLE 1 EA KAWNEER THRESHOLD 1 EA STANLEY DEADLOCK SERIES, MS1 5 A HOLLOW TEMPERED GLASS TEMPERED GLASS SLIDING GLASS DOOR STANDARD WEIGHT CB FULL 1 EA KAWNEER ADAMS RITE MS+1890 1 EA THRESHOLD METAL W/ ALUMINUM FRAMELESS MORTISE HINGES CB191 (32D) DEADLOCK/LATCH COMBINATION FRAME 4"x 4" 1 EA STANLEY DOOR CLOSER, NOTES: 1 EA STANLEY BEST LEVER SET, #D-3550-DA-HS-689-SEC 1. GC IS TO PROVIDE CUT SHEETS OF ANY AND ALL #93K-0-L-15-D-S3-626 ARM #A45-505H SCHEDULES SUBSTITUTIONS FOR DOOR HARDWARE TO VPI FOR 1 EA STANLEY DOOR CLOSER, 1 EA STANLEY BEST CORE 7 PIN APPROVAL PRIOR TO START OF CONSTRUCTION. #D-355-1-DA-HS-689-SEC CYLINDER 2. ALL LOCKS TO BE KEYED A LIKE. ARM #A45-505H 3. ALL SOLID CORE DOORS TO BE PAINT GRADE. 1 EA STANLEY HARDWARE CONCAVE 4. ADJUST ALL CLOSERS TO MAX OF 5 LBS TO OPEN & 5 WALL DOOR STOP, #CD80-4011 (32D) SHEET NUMBER SECOND SWEEP. 1 EA SILENCER 5. PANIC BARS ARE TO BE INSTALLED SO THAT THEY DO 1 EA KICK PLATE - NOT EXTEND PAST 4" FROM THE WALL. A4 • O RENTABLE SF SKU COUNT SIGNAGE & PICTURES GENERAL NOTES SIGNAGE AND PICTURES: ; NAME SQFT DESCRIPTION SKUS NO DESCRIPTION QTY NOTES 1 . REF A4.0 FOR FINISH SCHEDULES. ACCESSIBLE SEATING DESIGNATION SIGN: LOCATE " COMMON 231 SF HIGH DENSITY 276 1 INSTALLED BY GC 2. REF. SP1 .0 & SP1 .1 FOR PROJECT SPECIFICATIONS. ONE IN EACH DESIGNATED WAITING AREA LOCATION. DR'S LANES 981 SF MEGA SPINNER 207 E CONTACT LENS SIGNAGE 1 INSTALLED BY GC I 3. GC TO DETERMINE TAKE OFF AMOUNTS FOR ALL TILE, CARPET & A PLACE ON CHAIR RAIL IN WAITING AREA WHERE LENS PREP 0 SF MEN'S 1035 E PRE-TEST SIGNAGE 1 INSTALLED BY GC ADHESIVE REQUIREMENTS. WHEEL CHAIR SEATING IS DESIGNATED PER PLAN. C O R T L A N D RETAIL 1854 SF WOMEN'S 1265 G EYE EXAM LOGO 1 INSTALLED BY GC 4. CONTRACTOR SHALL SUPPLY STORAGE CONTAINER FOR NEW FIXTURES. ACCESSIBLE EXIT SIGN: LOCATE ONE AT EACH MORGAN 5. GC TO START THE INSTALLATION OF ALL WALL FIXTURES IN THE BACK Grand total 3066 SF Grand total 2783 H CORRIDOR SIGNAGE 5 INSTALLED BY GC CORNERS OF THE RETAIL. EXTERIOR EXIT. SIGN SHOULD BE MOUNTED 9" FROM ARCHITECT H 'WAITING SIGNAGE 3 INSTALLED BY GC 6. REF. SHEET CS ACCESSIBILITY GUIDELINES FOR MOUNTING HEIGHTS AND g DOOR TO CENTER OF SIGN AND 48" MIN AFF TO THE I WINDOW BANNER 2 INSTALLED BY GC FLOOR CLEARANCES. BOTTOM OF THE LOWEST TACTILE LETTERING AND 60" 711 N. FIELDER RD. J TWO TEIR SIGNAGE 1 INSTALLED BY VPI 7. GC TO SUPPLY AND INSTALL MIRRORS ON ALL SIDES OF ALL COLUMNS IN MAX AFF TO HIGHEST TACTILE LETTERING. PLACE ON ARLINGTON, TX 76012 RETAIL AREA. WALL AT EACH EXIT 817/635-5696 M LENS UPGRADE FLOOR STAND 1 INSTALLED BY VPI FAX: 817/635-5699 Grand total: 16 ACCESSIBLE RESTROOM SIGN: LOCATE ONE AT EACH ACCESSIBLE RESTROOM LOCATION. SIGN SHOULD BE OWNER: BURGLAR ALARM LEGEND C ® MOUNTED 9" FROM DOOR TO CENTER OF SIGN AND 1 SCP I SECURITY CONTROL PAD 48" MIN AFF TO THE BOTTOM OF THE LOWEST TACTILE - LETTERING AND 60" MAX AFF TO HIGHEST TACTILE ••• KEY PAD LETTERING. PLACE ON WALL AT EACH RESTROOM. VISIONARY PROPERTIES, INC. ROOM DESIGNATION SIGN: LOCATE ONE AT THE 175 E. HOUSTON ST. DC DOOR CONTACT ENTRANCE/DOOR TO EACH ROOM. SIGN SHOULD BE SAN ANTONIO, TX 78205 210/524-6827 / MOUNTED 9" FROM DOOR TO CENTER OF SIGN AND 48" FAX: 210/524-6522 �j MOTION DETECTOR DI,- MIN AFF TO THE BOTTOM OF THE LOWEST TACTILE LETTERING AND 60" MAX AFF TO HIGHEST TACTILE B - DOOR CHIME LETTERING. PLACE ON WALL AT EACH ROOM LOCATION. WIRELESS GLASS BREAK (LEVEL 1 ONLY) 5x3 FRAMED PICTURE: LOCATE ONE AT EACH E LOCATION DESIGNATED BY THE FLOOR PLAN. ® WIRELESS FIXED PANIC BUTTON (LEVEL 1 ONLY) PICTURES SHALL BE MOUNTED SO THAT THE TOP OF THE O FRAME IS 7'-2" AFF. O NOTES: VISION WORKS LOGO AND LETTERS: LOCATE ONE AT I- 1 . BURGLAR ALARM IS PROVIDED ANDEACH LOCATION DESIGNATED BY THE FLOOR PLAN. I INSTALLED BY VPI VENDOR. F---- - LOGO AND LETTERS SHALL BE MOUNTED SO THAT THE IJJ re __ BOTTOM OF THE LOGO AND LETTERS ARE 7'-4" AFF. EYE EXAMS LETTERS: LOCATE ONE AT EACH LOCATION = • I `t I 1 G DESIGNATED BY THE FLOOR PLAN. LETTERS SHALL BE I, I MOUNTED SO THAT THE BOTTOM OF THE LETTERS ARE it-pi < - H UTILITY 7'-4" AFF. (7• / SINK 3x4 FRAMED PICTURE: LOCATE ONE AT EACH Z v CO ` , _ LOCATION DESIGNATED BY THE FLOOR PLAN. 0 C`I , I ' . EQ H PICTURES SHALL BE MOUNTED SO THAT THE TOP OF THE H Z Ci - - I— - I _ _ EQ-24 FRAME IS 7'-2" AFF. O CN I I I I u I Z r~� ce ik-01 I I I I PROMOTIONAL WINDOW BANNER: LOCATE ONE AT .J EACH LOCATION DESIGNATED BY THE FLOOR PLAN. = lO I I I I I Z EQ-01I L — — T — — J EQ-11 L ENSURE THAT ADA CLEARANCES ARE MET. — _ ❑ - I— — LENS PREP LF-04 (/) Z 40'-5" I.F-0 0 22 103 -- - PROMOTIONAL METAL TWO TIER SIGN: LOCATE ONE Q I N LF-02 AT EACH LOCATION DESIGNATED BY THE FLOOR OS Q LF-05 I J I PLAN. ENSURE THAT ADA CLEARANCES ARE MET. i_ F�07- - _ _ I LOCKERS I �� ; . f I II I _ - PROMOTIONAL WINDJAMMER SIDEWALK SIGN: - F-20 F-20 �_„ F-0a I F-01 F-09 F-01 ' ac o� - =K= LOCATE ONE AT STOREFRONT DOORS DESIGNATED t� 0 �� 1 _ BY THE FLOOR PLAN. ENSURE THAT ADA CLEARANCES CL Cl- -- ELEGAT - - - _ F-03 6 / _ i -, F f ARE MET. v 20 I ' - BR EA RO0 / I F-02 r I 4 Ee_19 I O _� I I I I - (!TORAGE r E� 17811 I LED LIGHT BOX: LOCATE ONE AT EACH LOCATION 0 — L ,' — O rIlfE I I r I \ ` LF-01 EQ-18 .Q-2 I L- I DESIGNATED BY THE FLOOR PLAN. ENSURE THAT ADA I 1 I I IOa --- 1102 o — — ----- Eat-17 I _ CLEARANCES ARE MET. O ., I I - IF-05 _ LENS UPGRADE FLOOR STAND: LOCATE ONE AT Z 111L- FMS EACH LOCATION DESIGNATED BY THE FLOOR PLAN. O ENSURE THAT ADA CLEARANCES ARE MET. \ - 4. Y r Y to I I Y LENS PREP r 7 -2 NOTE: ALL TACTILE SIGNS, 3x4, 4x3, AND 5x3 FRAMES N -..� �' 1/2" = 1'-0" I PICTURES ARE SUPPLIED BY VPI AND INSTALLED BY GC. 110/- w- w- w- w- w- W- w- �— � N— w — w SECOND FLOOR 1/4" = 11-0" 2 ;- f_-+n.f ti --- ._ .- --- _; - — — FX-07N FX-07N FX-07N _ '' ,� ... r-� FX 18 FX }8 F-<-08V FI(-08'f FX-07N FK-08-J FX-07N FX-07N FK-08\I FX-07N FX-07N FX-07N FK-08\1 - -- 1 I� Ti amu - n` , -7) F-02 - - - - - - T F-02 1- - - - - -7 F-03 F-01 i �x r I FX-37 I I FX-37 I ..'-‘,'~,-',;-t.-:;, -. 'r . l -h 3 T I I ,X-3Q �' Iz ':c.:: 4 �I L —� O .F ` '' ,„ 1 REST�t9OM I I�ESTRQQM I I ® I 11 41) - T. , 1198 I 106 - 1. RRFRRCflNC, - r i AcriN ' F-05 ' J FX-13 I- El[ 1 A � I uIiii_. 1, 104 102 F-06 ,:�il_, - - J I �, o `F7( 36 REVISIONS A .- — — tile! — — - --".■...i --��11:� =X-3;ti F-03T I I F-01 _ 'lac I I . F-03 FX-10C (Fo3- FX l OC F OlF*1 ISSUE DESCRIPTION DATE 8 DC \\ C ,f-0* .� o I -- �� PRELIM 12/15/16 I I O I PRELIM REVISION 01/13/17 I I I I n .- — — I - -_-_i' tI _ I ,.F-03 FX 05 F-01 F-01 F-01 DC I I I ---I •1 — — — �— _ 2 PRELIM REVISION 01/16/17 L � .� �. � I ' , I I —' DC A3.4 1 PERMIT ISSUE 01/30/17 I I Ii_ _ _ - - -I ! I CORRIDOR I I `' I — RETAIL 2 PERMIT REISSUE 02/17/17 r- - - - I I I (------- 11 I I - I - - - —J ? LfbhJ 151111 I I I F ?2 F-01 © 100 1 FX-018 i •• _ _ _ _ _ ,_ ri-- 'Q If CONTACT 9C 29 I 1 / I \\ \� Q i F-03 FX-05 F-01 F-01 F-01 O I�lit _.. STORAGE 1 F-01 1 F-01 II I I _ _ C _ _ � J Q - q F 12i 1 09 I FX-16 [L_ — FX- 8 CII II I I I I FX-08N F-03 FX-10C F-01 F-03 =X 1 OC F-01 41.1.1 .. FX 21F 0i r F-0} I L— — — J LL �- X-29 29 CONTACT LE -03 ' I G _ " '. 0 _ _ — LENS PREP L FILE/STORAGE ° o ,'\ at FX-27 I 107 . .104 il I i 103 101 FX-07N L FX-1 E ‘0' PRE-TEST LTJ I- - I Q2 FURNITURE, s' F)41-1 (ii--/ r-to--/----*1 - I O FX FX-0'. FX a:N -08N F rg FIXTURES,E U S, AND F-11 F-11 F-11 . FX-07N FX-07N FX-07N I FX-07N FX-07N FX-07N FX 07N FX 07N FX-07N FX-07N EQUIPMENT PLAN�� / �� / -��~ \ imi �� SHEET NUMBER 3 A5.0 NA5 • O 0 C FURNITURE, FIXTURES, & EQUIPMENT PLAN 1/4" = 11-0" NOTE: DO NOT SCALE THESE DRAWINGS FOR CONSTRUCTION C M INSTALLATION. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. CORTLAND MORGAN .. ___ ,._— „_„_.,.__.__.._ ARCHITECT �. .__ ._ _. _ _ __ _ _ _ _. __ __ __ .._ - _ _ W -- _ _ __..I ._._ ___ _ �..._- .-_ _. _ __ _ _. - _.� __ _ -_. _ ,. _ __. ___ _ _ _. ___ __. .. __ ._.. .__ _ I • I Iki • 1 ; I1 I I I I I I 1 I I I I I I I I i ! I J ! I I I I ` 711 N. FIELDS RD. { R I I I - -- -_. ._ ' _ __- .._.- ! _._ I I I I i I I I ! I ! i I 1 I I I I i I I 1 I I iI I I I I ARLINGTON, TX 76012 I I I' I 1 ! 1 1- _ ._.�.._ _ ._ _ r-. .__ ._ _l. _._ _ I_... _ _.1 - T- - -I - l - - - - - ; - - - - �- - - _ r � L--� ---- --: - --- -�- - - � i r � 817/635.5696 , I 11 12.131 I I I i 1 I 1 D FAX:817/635.5699 I I I 1 1 I I I I I I I I i I I I i i i I I I I I II ! I I 1 -- --� --- ---- �-- -- --I __ _ _1.. ,._. _ 1 OWNER: I I ! I i - GCI lILL DEMO A.Lf. I JT'ERIOR 4'VALLS I ' I I i i I I I ° 1 I 1 I it - I + I I I I I � i I � I i I I I I I I I I I I I ! ! ! ! I I I I#i 1 VIII i ! i i1 I I ( I I ! ! I I I I i I # f ! I I I I I i I I I I I I I _ .-- _. .__. ._ .__. ..__. _.. . -- -- _. _. . . . _ _. . _._. .. ! _-- _ _._. __. ._._ -__.t _-- --- - - i i � .-I . _t. __ -I- -• - H : .41 tt —1--- I I _ _. iI I I i I 1 L __ ._ "' _.J L- -2 I I I I ! I i I •c �:WILL I{LI MO R�.tP>aNDdll1. Llc�l•Idil.* I I I I ! I i I I I I I I I, _._L_. .. _. _. .i._ _,_.. .... ..._ .... ..L.. ..1 f T I I -1-- , I I I I I . . . I, �. C` F i VISIONARY PROPERTIES, INC. I '� � �(._._!._.. -.. . ,I !.. .-_ .... I ! I I I i I i I f I I I I I I. ,. _.. ._.. _._ __ .L .._. -. .... . ... __.. ..... ..... .._.. T _ __ _ ..._ _.. ....� IL R.E1�4D1LING ti.l.]. fl f�Ii�C ._ L tild f . .._ ._,.-. -.. _ , __ __ I__ — w. .. ._ ..._.. ._. _. 1 ._ _.. .._- .__ . . .._ __ __ .._. .._ .__ __ _.__ _. ___- .»._ m .__ __ .. I, r ... t,::TCaREMOVEALL i _ ��_J._. ._ �1 � 1 I 1 I I 7 r fi 'PREFSUBFLOOR 0REC1 E JEWIHNISH -.• -7.. 1 r r r r 1 T I I I r T I PLUMBING 1 MECHANICAL EXISTING 175 E. HOUSTON ST. 1 ,. SAN ANTONIO,TX 78205 t �, ' ! ! PLUMBING l:Ip�TIJP�.s I I� .__. _ ._. �._.....-.w......_..r.�..:,�,.._...__._._.....,:_�..._.� I I ! I I I I I I I I I i- - I I I 'i I I i ! ' ! I I I i ! j I I I i. p a _. ._.. L_... ..._. ._._ __ ._.. -. __.. .... .__.. ._.. -_.. _ _. .._-. __ -.._ ... i I I I L I _ f 0 1 DEMOLITION M O LI T I O N KEYED NOTES 210/524-6614 t i __. _. 1.... ! _ _ J .__., _. l_._ ._�- .- J _ _.. .L _.... _ _J - _ .- - .. _ .� _ -- 1. _ ._ h. - ... -. ..L ... _. _.I _ I_. _.1 __ 1.. .__ ._.. 1_._ _ ...1 ...- - ._.. _. ._.. .._J _ __ _1.. .-- ... L_.. FAX. _ I 1 _.. .._._ _ 3 • 210/524-6522 , I ! • . •GC TO REMOVING AlL FLC.O ING, CLEAN AND I I I I I I I I I_ I 1 I I I I 1 1 I I I r• I v, I I ' I I I I I I ! I I I I I I I I I I 1 I I I I i ! i, ❑ ALL EXISTING WASTE AND VENT SYSTEMS SHALL BE COMPLETELY f c _ . _ - ._ _ _. __ _ _. _. ..:.. ._. _ . .. . .i _. -- f�PEP.>IJEELOOR T f?Ef IE LE 1dEW 1itJIShII S _ - I REMOVED. _. __ ..__ _ __ .i. _ .__ __ -_ ...i - ._. _ _ 1_ ._ { _.._ ___ _ . _... ..._ I_. ___ __ _. . ___ __ _._ __... __ ...__ . .__ __. - --I-..i. __{ IMir I I I I 1 • © 6 i ! i I 2 ALL EXISTING DOMESTIC WATER SYSTEM SHALL BE REMOVED. will _.. _._ _... .. _ __ �._ _ ._. _... _. .1 _... ..._ _ I ..._ --- - _ � 1 I I I I I I I I I i _._ __. ._... _ I I I I . r _ _.1 , (. I I_ ❑3 EXISTING EXHAUST FAN(S)TO BE COMPLETELY REMOVED. I 1 I 1 I I I I I l I I 1 I I ! I ! ± I I I I 1 ! 1 I I I I I I 4 EXISTING ROOF TOP HVAC UNIT(RTU)TO BE REMOVED. --.. �� _ _._ _.� _.. __ ...- - = - - 1 -- - - _ __ - _ - - �.. _ .- _ -- - �_ _- .. I "._. ._� .._ 1 1 �� ._I __.. :. _ _. L._ _ - 1 - - L_ _ J _ _- - _ i _ _ _ _ L _ _ '_. - -1 _ - L. _ ..._ l_ _- -� - -- .1` _ __ _. __ ... - - .._ L. I I I !I ❑ ! I I I ( © I I I ! I I I I I I i I i I I ! I i I ❑5 EXISTING SUPPLY AND RETURN AIR GRILLES TO BE REMOVED O I I 1 I I —� I L L _ . 1 I I I I ! I • I 1 I I I I 1 I I i I I I--� I I I I I r. � I � I � ! I I I � 1 I I I I-.. .- _.4_-_ ___ .!. _.._ __ i _- --I-.-- -- I I I ! { I � _._ __f. _ __. �.__ .._. _ _I__ �{� 0 EXISTING SUPPLY AND RETURN AIR DUCT TO BE REMOVED, W 1 II I 1 I I i =: 7 FIELD LOCATE OF TENANT SPACE 4"SEWER WASTE ENTRY. Ce 1 ...._ 1 .__ 1 _ _. 1 .._ 1 ; m_.. _.... _. .._ .l_ _-_ I I ! I I 1 I i I I I I I i I I ! I I 1 f ❑ I I I i I I _ ._ --l — - y- - _ C _ --1 _ I -1 - J _ _ _ — !.... ._ ..... _ .. w _._ . L w . .._. ..__ I 1 Q I I �_ _- __.. _ _ i I 1 1 {._ I _.. ._7. �,. - _.__ __. _._ ..�_ ...._ ..-. _ -.I.__ __ _ I i 0 FIELD LOCATE OF TENANT SPACE 1'•DOMESTIC WATER ENTRY. ❑ ' I I I • I I i I Ili I I I I L._. .- __.I I I I I I Ia C)e; 1 , I _ I E l ...._ .__ I.. 1 1 _.�. _..._ _._, L_. ..._ __I_.... .._. ..1 ..__ ._.. ._ _- --..I__... ._- _1.. __. _.__ 1.._ _._ ..1. ...._ _-- _-� ..__ _._. 1_ _ - .--._-- .___ _.;_ ...__ ..._ . I I I I I I ! i I I 1 11 1 I 1 I I I I I I I I i I 1 I ! I I IN • I t 1 I I I I ; I i i 1 I I I I 1 I ! 1 1 I I i i I i 1 { I I0 CO _. __ -- _ _._ L __ __ .... - _ _.. ..._. I - N 0 i— Z N 0 o NORTH EXISITNG DEMOLITION ZC-<) 0 FLOOR PLAN - PLUMBING/MECHANICAL = 0 SCALE: 114"= 1'-0" Z O a = ❑ ) Z QQ011 013: ~R ) • V) v, o AT UPPER LEVEL IX of 0 r— v7 SO o � I ) z O V) • EXISTING 1 DEMOLITION -. __ _ _ _ _-- _ _. _T.. _... _ __ ..1.. __ _. _.. ,._ . • 0 ELECTRICAL KEYED NOTES I• • i' ! II ! 1 3 j II 1 I ' I I I i I : I I F 1 I I i I I 1 I I I I 1 I 1 ALL EXISTING POWER AND LIGHTING SHALL BE REMOVED. s I EI � ) .__. = _.. _. ._-. _l.. __ ._._ _ __. . I L I I I I € I I I I I I I I I I I _ , I I I I I I I � I _ I I EXISTING EXHAUST FAN AND RELATED ELECTRICAL ! III i I I i I I I I I I i I I I I I I I I I i I ! I I I I I I I I i SHALL BE COMPLETELY REMOVED. o �_. _ , ' ' I� �:C �h'ILL DEMO AA € ITEF'IC)P. WAILS I I I I 1 - I ! 1 13 1 EXISTING TENANT SPACE POWER LOCATION TO REMAIN. I." 'I' I I -I' I I I I I I I I i I I i I I I I I I I I I V t I 1 11:: 1 : 1 i I 11 I I I 1 I I I I I SEE NEW SCOPE OF WORK. I I I �. _. _. { �, � � I r f a I t -{'- "• �--' h�- � _-, -- -�-' ' ' '" � w ØEXISTINGLIGHTINGSWITCHESSHALLBEREMOVED. . � _ _ _� - II I I I L-. .. ..._:.. ...... _... .. J L � I 1 I I i I I I dc:WItI. Lh�:MO I�c�iPAND 4L.I. LIGH I I I I I I I I I I 1 I i ` I i i ! EXISTING ROOF TOP UNIT SHALL BE REMOVED. _ ._.. __._ �_ .._. _ .._. .._. ._» _..._ ! _ ... 1 l..__ ._ _ L -. __. - .. . .1._ _._ .._ _- .... fw�1 �. T ..7__ 1 I I1.0 I I �. I I I I I I _.. ... i I ._ I 1 _. ._ I I .. _ . I __ ..... I z. 1I_.._ r. f— i — — ... ._. __. I-._ r F�:P suerLOO� 1O PEC la!JE r�f� � FINISHE�; 1 r._ _ #. _.... __ I 1 _ _. �.. ._. ._ �- _ �_.. .1 _ 1.. ,... _-1 _ • G‘:TO pEPJ1C�VE AI.I. EXISTING ELECTRICAL SERVICE ENTRY TO BE MODIFIED. I I 1 PLUMBING f i�CTURLS -H --- -------- I I I 1 I I I i I L-__ - - I I I I I ! I I I I I I 1 ' 0 SEE NEW ELECTRECAL RISER DIAGRAM ON NEW SCOPE OF F 1 7/ 1 iI I . C10REREMOVING AiL FLOCF' ,I 4 EAN AND ttI Li.. ...-- .._._ II__ I _... __. _._ .!._ ._.. _.... 1.... _. _-.JI _... i - ..J _ . . _ 0 I -J :-y! WORK. Oa 4„6.... I vo0EXISTING TELEPHONE/DATA ENTRY TO BE REUSED. O FiREF SO3100F Tc RFIEv NEW fJI IONS i I 1 I t { I I I 117 H 4 I i I I (- __ . __ ._ __ .__ L __ 1 I I I i I I i ISSUE DESCRIPTION DATE I ! I i , I I I I I I l II I I I Ir I- I �{ {- I 1- i.. I 1 PERMIT ISSUE 01/30/17 -' I ' i 1 1 I I 1 I I I I i i I I II I I ! ! i I 1 I I i i ! 2 PERMIT RE-ISSUE 02/21/17 I - I ! 11 I I I i I I I I i I I I I : I I I I + I Ii I I I � I I I i i I I I I i I _ _ _ i _ _ J_ 47 I I I 1 i I I i ' -- --� -� -- -I- -- --_ _.... .__ _� — — _ _.. _._ L_._. -1-- — I .�-- ;._ �-- -_.I._.. .._.. .-�- •-- -._ .._ ._.-.I._.._ �-� � ,_ ...1._ _+. {,_ ._1.. ._� #-- --I- �-�- --I- i -i- #-- ..j- --�.. {_ _, _}- j.. .r! I � 1 I I I I I I I �- I III I I ! i I I I L_ _ __ __ _ _l • i ! I I I i 1 I I ! i i I I I ! I I I •; ._ . 11 __ . .. .-- .._ - - _ .__- __ - __. _. __ .. - .__.. _-- -- _. . . __. _. .. I I I I r... I . �. _.I.r _1.. _I_ ._. �_ ._._ ...�- i --I_ .� 1._. ..j ..I ..1. �... ,. T _ .1. I I I i i I. - __ I I I r I I I ! 1 # i i I I I I I ! ff II 1 = i % i _ ..... .._} _-. .-.... »_.. ...._ --_ .�.. _�._ _.._ --- -._. _._. • .__.. _.._ ._... ._--i..__ __.. .,:_.. _�__ _.._. __.i .. i I I __ ...� __. --._ __. _.€ _. ,.._ ._1_ .. ._...,. _. _...._I._.. ..._ .,_l.. ..__. _...,. i.,.. ..,.., I ...... _. . ....... L._- .._.. .I.. _..,. ._.� _. .. 1__... --._ ..._.i_. __. .. __. _.._ o_. .___ _'-1•_„ , • ! } I i I �._ _._.. - .. }._ .w ...._I ftH i j I - + I I I I I I I t ! I I . i I I I ' I I .. ...j. I I I I I I I I I I I I I II * .tto R 0 P4,;,,,,,, 3 s, �6`ht31 ”71 4/.„; I ..„.,.... R NORTH EXISITNG DEMOLITION . . V PE 2 FLOOR PLAN - ELECTRICALX) SCALE. 1/4" = 1'-0" 1' iI 1.* DEMOLITION `oH ,w.a.s(3`a PLANS Engineer of Record t 7 WILSON Sc ASSOCIATES SHEET NUMBER 825 W. BITTERS, SUITE 104 SAN ANTONIO, TEXAS 78216 TELEPHONE 210 490 1367 KINETICS CONSULTING Di Mechanical Electrical Energy . I Fire Protection 401 Austin HWY, Suite 216 San Antonio, TX. 78209 ph. (210) 734-2208 fax. (210) 734-3637 GENERAL PLUMBING NOTES GENERAL MECHANICAL NOTES GENERAL ELECTRICAL NOTES C N 1. ALL NEW WORK SHALL CONFORM TO NATIONAL PLUMBING CODES AND ALL OTHER AUTHORITIES HAVING 1. VERIFY ALL DIMENSIONS AT JOB SITE. 1. ALL WORK SHALL CONFORM TO NATIONAL ELECTRICAL CODES AND ALL OTHER AUTHORITIES HAVING JURISDICTION. OBTAIN PERMITS AND PAY ALL FEES. 2. ESTABLISH, WITH ARCHITECTS APPROVAL, FINAL LOCATION OF ALL EQUIPMENT. JURISDICTION. OBTAIN PERMITS AND PAY ALL FEES. PERFORM MODIFICATION TO MEET CODE AND ORDINANCE REQUIREMENTS AT NO ADDITIONAL COST TO OWNER,ARCHITECT, OR ENGINEER. C O R T LAN D 2 VERIFY AT ETC TIO LOCATE EXACT EQLOCATION CA ONOF AND NEW PIPNGEXISTING T IRF DEV AT ONTO THE DRAUCTURAL MEMBERS WINGS AS BEAMSE ARE NECESSARY 3. DUCT SHALL BE GALVANIZED DUCT AS SPECIFIED 1 1/2" MIN. R-6 VALUE OR AS REQUIRED BY CODE. MORGAN TOLUMMEET STRUCTURAL CONDITIONS, MAKE DEVIATIONS WITHOUT ADDITIONAL COST TO OWNER, ARCHITECT, 2. VERIFY AT JOB SITE THE EXACT LOCATION OF STRUCTURAL MEMBERS SUCH AS BEAMS, COLUMNS, OR ENGIMEET ST R. 4. CEILING DIFFUSER SIZES AS SHOWN ON PLANS INDICATE NECK SIZE DIFFUSERS SHALL BE EQUAL TO ETC. TO LOCATE EQUIPMENT CONDUIT, PANELS, AND DEVICES. IF DEVIATIONS FROM THE DRAWINGS ARE ARCHITECT METAL AIRE MFG. NECESSARY TO MEET STRUCTURAL CONDITIONS, MAKE DEVIATIONS WITHOUT ADDITIONAL COST TO OWNER, 3. SUBMIT COMPLETE DESCRIPTIVE DATA TO OWNERS REPRESENTATIVE FOR APPROVAL BEFORE ORDERING 5. SEAL AIRTIGHT WHERE DUCTS PASS THRU WALLS, FLOORS, ROOFS, OR DUCTS. ARCHITECT, OR ENGINEER. EQUIPMENT. SUBMIT COMPLETE DESCRIPTIVE DATA TO OWNERS REPRESENTATIVE FOR APPROVAL BEFORE ORDERING 711 N. FIELDER RD. 4. ALL ITEMS OF MATERIAL AND EQUIPMENT FOR WHICH STANDARDS HAVE BEEN ESTABLISHED SHALL BE 6. ALL DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED DUCT IN ACCORDANCE WITH SMACNA LOW PRESSURE 3. EQUIPMENT. ARLINGTON,TX 76012 APPROVED OR LISTED AND SHALL BEAR SUCH LABELS. ALL MATERIALS SHALL BE NEW, DUCT CONSTRUCTION METHODS. 817/635-5696 5. TEST ALL EQUIPMENT/FIXTURES INCLUDED IN THIS CONTRACT FOR PROPER OPERATION. 4. ALL ITEMS OF MATERIAL AND EQUIPMENT FOR WHICH STANDARDS HAVE BEEN ESTABLISHED BY FAX:817/635-5699 7. ALL WORK SHALL BE CONFORMED TO THE CITY CODES AND ALL OTHER AUTHORITIES HAVING JURISDICTION, OBTAIN UNDERWRITERS LABORATORIES. ELECTRICAL TESTING LABORATORIES OF NATIONAL ELECTRICAL MFG. 6. THE OWNER SHALL BE GUARANTEED BY THE PLUMBING CONTRACTOR THAT ANY DEFECTS ARISING IN PERMITS AND PAY ALL FEES. THE WORK WITHIN ONE YEAR OF THE DATE OF ACCEPTANCE SHALL BE FREE OF CHARGE. ASSOCIATION, SHALL BE APPROVED OR LISTED AND SHALL BEAR SUCH LABELS. ALL MATERIALS SHALL OWNER: BE NEW. 7. ALL SLEEVES PENETRATION ETC. SHALL BE SEALED SOLID WITH NON-SHRINKING MATERIAL IMMEDIATELY 8, VERIFY AT JOB SITE THE EXACT LOCATIONS OF EXISTING STRUCTURAL MEMBERS SUCH AS BEAMS, COLUMNS ETC. UPON FILING THE OPENING WITH PIPE OR CONDUIT TO LOCATE EQUIPMENT. 5. TEST ALL EQUIPMENT INCLUDED IN THIS CONTRACT FOR PROPER OPERATION. 8. COORDINATE ALL WORK WITH CIVIL, ARCHITECTURAL, STRUCTURAL,AND ELECTRICAL PLANS. 9, VERIFY AT JOB SITE ALL GENERAL WORK TO BE DONE AS SPECIFIED AS NOTED OR AS REQUIRED FOR 6. THE OWNER SHALL BE GUARANTEED BY THE ELECTRICAL CONTRACTOR THAT ANY DEFECTS ARISING .rlia 9. VERIFY AT JOB SITE ALL GENERAL WORK TO BE DONE AS SPECIFIED AS NOTED OR AS REQUIRED FOR INSTALLATION OF VARIOUS AIR CONDITIONING AND EQUIPMENT PRIOR TO THE SUBMISSION OF BIDS. IN THE WORK WITHIN ONE YEAR OF THE DATE OF ACCEPTANCE SHALL BE CORRECTED FREE OF CHARGE. INSTALLATION PRIOR TO SUBMISSION OF BIDS. 10. ALL HVAC UNITS SHALL BE PROVIDED WITH THE SMOKE DUCT DETECTOR AT EACH ZONE. VISIONARY PROPERTIES, INC. 7. ALL SLEEVES, PENETRATIONS, ETC. SHALL BE SEALED SOLID NON-SHRINKING MATERIAL IMMEDIATELY 175 E. HOUSTON ST. 10. THE MECHANICAL CONTRACTOR AND HIS EMPLOYEES SHALL PERFORM THEIR WORK IN A SAFE MANNER 11. ALL MODEL NUMBERS INDICATED ARE PROVIDED TO ESTABLISH THE QUALITY LEVEL AND FEATURES REWIRED, UPON FILLING THE OPENING WITH PIPE OR CONDUIT. SAN ANTONIO, TX 78205 AND MAINTAIN ADEQUATE PROTECTION OF THEIR WORK. THE OWNER'S PROPERTY AND ALL PERSONS ON LISTED MANUFACTURES AND OTHER PRIOR APPROVED EQUALS MAY BE SUBSTITUTED WHEN PROVIDED WITH EQUAL 210/524 6614 THE SITE FROM INJURY, DAMAGE. FEATURES, EITHER STANDARD OR AS ACCESSORIES, SUBSTITUTED AIR DEVICES AND EQUIPMENT MUST BE 8. GROUND ENTIRE ELECTRICAL SYSTEM IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. SPECIFY PANEL BOARDS WITH BOLT-ON CIRCUIT BREAKERS. PANEL BOARDS WITH COPPER BUSSING ONLY. FAX:210/524-6522 11. PORTIONS OF THIS WORK WILL BE PERFORMED IN OPERATING AREAS OF THE PROPERTY. THIS WORK SIMILAR IN APPEARANCE TO THE ITEM SPECIFICALLY INDICATED. SHALL BE COORDINATED WITH THE OWNER AND SHALL BE PERFORMED ONLY WHEN THE OWNER INDICATES THE WORK AREA IS AVAILABLE. ALL WORK SHALL BE SO AS TO CREATE THE LEAST AMOUNT OF 12. PROVIDE CLEAR PLASTIC BOXES FOR ALL THERMOSTATS. 9. CONDUIT OUTDOORS OR WHERE EXPOSED TO WET OR DAMP CONDITIONS SHALL BE RIGID, GALVANIZED INTERFERENCE WITH THE OWNERS OPERATION. ALL OUTAGES SHALL BE SCHEDULED WITH THE OWNER. WI THREADED FITTING. CONDUIT INDOORS SHALL BE E.M.T. WITHREADED FITTING. 13. ALL DUCTWORK SHALL BE FABRICATED IN THE UNITED STATES. SCHEDULE 40 PVC CONDUIT MAY BE USED UNDERGROUND ONLY, 12. ALL WATER LINES SHALL BE TYPE "L" COPPER ABOVE GRADE AND TYPE "K" BELOW GRADE ALL WATER LINES WITHIN THE BUILDING SHALL BE INSULATED WITH 1" PERFORMED JACKETED FIBERGLASS 14. THE LOCATION OF DUCTWORK AND MECHANICAL EQUIPMENT AS SHOWN IS SCHEMATIC. THE MECHANICAL 10. ALL ELECTRICAL CONDUCTORS SHALL BE COPPER WIRE. NUMBER 8 AND LARGER SHALL BE STRANDED AND WITH VAPOR BARRIER AND SEAL. COLD WATER LINES ABOVE CEILING SHALL BE INSULATED WITH 1" MOLDED EQUIPMENT CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE EXACT LOCATION OF ALL DUCTWORK AND PIPE INSULATION. EQUIPMENT IN RELATION TO ALL PLUMBING, ELECTRICAL AND STRUCTURAL ITEMS SO AS TO MAINTAIN PROPER HAVE MINIMUM TYPE 'THHN' INSTALLATION OR EQUAL. ALL WIRING SHALL BE INSTALLED IN EMT CONDUIT RACEWAY. 13. ALL WASTE PIPING TO BE SCHEDULE 40 PVC PIPE. ALL VENT PIPING TO BE SCHEDULE 40 PVC PIPE. CLEARANCES AND ELEVATIONS OF ALL FINISH MATERIALS AND ALL SUCH COORDINATION AND ANY MATERIALS AND 11. COORDINATE ALL WORK AND ELECTRICAL EQUIPMENT LOCATIONS WITH CIVIL, ARCHITECTURAL, 0 SCHEDULES WHILE FULLY MAINTAINING THE DESIGN INTENT OF ALL M.E.P. ITEMS. STRUCTURAL, AND MECHANICAL TRADE. O 14. FLOOR DRAINS SHALL BE ZURN ZB-400, HUB DRAINS ZURN Z-326, AND SHOKTROL ZURN-1700, RECESSEDOVID OKTFLOOR ROL ON THE CTOP OF OVERS EACH HAH.W. AND TILET IN FI. RISER NISHED FRIIOORRTO REDUCTION ALL DRIN AINS E.MPROVI HAVEDE 15. H.V.A.C. TO COORDINATE WITH REFLECTIVE CEILING PLAN. 12. WALL RECEPTACLES SHALL BE DUPLEX CONVENIENCE OUTLETS 20 AMPERES, 120 VOLTS. CTRAP PRIMERS. 16. PROVIDE REFRIGERANT LIQUID AND PIPE INSULATION ON ALL REFRIGERANT PIPING. EACH LINE WITH ITS 13. WALL SWITCHES SHALL BE HUBBELL 20 AMP 120/277 VOLTS. 15. WASTE PIPE SHALL BE SCHEDULE 40 PVC PIPE. DRAINAGE PIPE AND FITTING MATERIALS FROM FIXTURES RESPECTIVE UNIT. REFRIGERANT LINES SHALL BE SIZED AS PER THE CURRENT EDITION OF ASHRAE W TO WASTE SYSTEM SHALL SCHEDULE 40 PVC PIPE. STANDARDS AND IN ACCORDANCE WITH MFG RECOMMENDATIONS, 14. VERIFY AT JOB SITE GENERAL WORK TO BE DONE AS SPECIFIED, AS NOTED, OR AS REQUIRED FOR Ce 16. EXPOSED FIXTURE TRIM SHALL BF CHROME PLATED BRASS. PROVIDE INDIVIDUAL STOPS FOR EACH DX- PROVIDE FILTERS, DRYERS, CHARGING, VALVES, REFRIGERANT CHARGE AND TRAPS AS REQUIRED. CONCEAL INSTALLATION OF ELECTRICAL SYSTEMS PRIOR TO SUBMISSION OF BIDS. HOT AND COLD WATER CONNECTION TO FIXTURES. ALL REFRIGERANT PIPING ABOVE CEILING AND OR IN WALLS. 15. THE ELECTRICAL CONTRACTOR AND HIS EMPLOYEES SHALL PERFORM THEIR WORK IN A SAFE = 0 MANNER TO MAINTAIN ADEQUATE PROTECTION OF THEIR WORK, THE OWNER'S PROPERTY,AND ALL 17. PRIOR TO PLACING ANY WATER SYSTEM IN SERVICE, THE CONTRACTOR SHALL STERILIZE THE SYSTEM. 17. MOUNT THERMOSTATS 44" FROM ABOVE FINISHED FLOOR TO THE TOP PLATE AND 8"TO ONE SIDE OF THE PERSONS ON THE SITE FROM INJURY, DAMAGE OR LOSS. ce 18. CONTRACTOR SHALL PAY FOR ALL PUBLIC UTILITY SYSTEM CHECKS,AS NEEDED FOR A COMPLETE LIGHT SWITCHES WHERE BOTH OCCUR IN THE SAME LOCATIONS, UNLESS OTHERWISE NOTED. PROJECT. 16. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY PROBLEM ARISING FROM INTERPRETATION N • 18. PROVIDE HONEYWELL ALL ELECTRIC PROPORTIONAL T STAT WITH A FAN DN-AUTO " SUBBASE AND AN AUTOMATIC ON THESE DOCUMENTS IMMEDIATELY AS IT IS DISCOVERED. 19. CONDENSATE DRAIN LINES SHALL BE COPPER. OVER TO HEAT-COOL-OFF. 19. PROVIDE ALL HVAC WITH 1"THICK AIR FILTERS. 17. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND EQUIPMENT TO BE REMOVED AND O c.") C\ ()PSC 2011 AND CITY AMENDMENTS AND THE STATE OF FILTERS SHALL BE FARR 30/30 MEDIUM 20. INSTALLATION SHALL BE IN ACCORDANCE WITH THE EFFIC}ENCY,PLEATED,DISPOSABLE TYPE. REPLACED BEFORE SUBMITTING HIS BID. OREGON APPROVING AUTHORITY HAVING JURISDICTION. 7 CNI 21. FIRE PROTECTION SYSTEM TO BE PROVIDED BY CONTRACTOR WHERE REQUIRED FOR SPACE. 20. COMPLY WITH NEBB'S "PROCEDURAL STANDARDS FOR TESTING-ADJUSTING-BALANCING OF ENVIRONMENTAL SYSTEMS" 18. CONTRACTOR SHALL COORDINATE ALL LIGHT FIXTURES TYPES AND LOCATIONS WITH ARCHITECTURAL 0111 N. FOR SYSTEMS. EQUIPMENT&APPARATUS USED IN THIS PROJECT, SUBMIT TEST REPORTS SIGNED BY THE TEST REFLECTED CEILING PLAN. 22. ALL MATERIALS ABOVE CEILING IN PLENUM SPACE SHALL HAVE A MINIMUM 1.0 HOUR FIRE RATING WHEN AND BALANCE SUPERVISOR WHO PERFORMED THE WORK. 19. CONTRACTOR SHALL PAY FOR ALL PUBLIC UTILITY SYSTEM CHECKS, AS NEED BE REQUIRED FOR Z REQUIRED BY LOCAL AHJ. 21. INSTALLATION SHALL BE IN ACCORDANCE WITH THE OMSC 2010 AND CITY AMENDMENTS AND THE STATE OF OREGON THE PROJECT. 0 f APPROVING AUTHORITY HAVING JURISDICTION. 20. WALL RECEPTACLES, SWITCHES AND TELEPHONE PLATES SHALL BE COLOR AS REQUIRED BY OWNER. (LIGHT ALMOND) = 0 21. INSTALLATION SHALL BE IN ACCORDANCE WITH OESC 2011 AND OEESC 2010 WITH CITY AMENDMENTS AND THE STATE OF 23. ALL PVC PIPING ABOVE CEILING SHALL BE INSULATED WITH 1.0 HOUR FIRE WRAP. 22. ALL MATERIALS ABOVE CEILING IN PLENUM SPACE SHALL HAVE A MINIMUM 1.0 HOUR FIRE RATING WHEN Z REQUIRED BY LOCAL AHJ. OREGON APPROVING AUTHORITY HAVING JURISDICTION. 11111I 22. FIRE ALARM SYSTEM TO BE PROVIDED BY CONTRACTOR WHERE REQUIRED FOR SPACE. ( ) 7 23. ALL MATERIALS ABOVE CEILING 1N PLENUM SPACE SHALL HAVE A MINIMUM 1.0 HOUR FIRE RATING WHEN < < REQUIRED BY LOCAL AHJ. 1 J 24. ALL RECEPTACLES WITHIN 6'-0" OF WATER DISCHARGE SHALL BE PROVIDED WITH GFCI PROTECTION PER OESC 2011 N ~ REQUIREMENTS. V) (,/") o Ce 0 PLUMBING SYMBOLS ELECTRICAL SYMBOLS ELECTRICAL SYMBOLS PLUMBING SYMBOLS MECHANICAL SYMBOLS MECHANICAL SYMBOLS 0 O SYMBOLS ABV. DESCRIPTION SYMBOLS ABV. DESCRIPTION SYMBOLS DESCRIPTION SYMBOLS DESCRIPTION SYMBOLS DESCRIPTION SYMBOLS DESCRIPTION Z SOIL OR WASTE PIPEFLUORESCENT 1[>QIA CEILING MOUNTEDDLETTER --I-DI--- RISE OR DROP IN PIPEiq I a1° DUCTWORK WITH TRANSITION `��- 3-WAY SUPPLY AIR GRILLE O ss- SANITARY SEWER PIPE POLYVINYL CHLORIDE FIRST DIM. IS SIDE SHOWNSWITCH LEG TO INDICATES TYPE / INDICATE SWITCH DSCHEME ------- VENT PIPE PVC ----- COLD WATER PIPE VTR VENT THRU ROOF 1 ®X EXIT LIGHT- CEILING MOUNTED S DUCTWORK SPLITTERS DAMPER WITH ARROWS AS INDICATED r HOT WATER PIPE P-1 PLUMBING FIXTURE TURNING VANES �IIIIII® / BRANCH CIRCUIT HOME ®I�II�I 4-WAY SUPPLY AIR GRILLE 2 x 2 CEILING MOUNTED LIGHT / RUN; SUBSCRIPT INDICATES - GAS PIPE NATURAL 1 PLAN NOTE ,,,,,, FLUORESCENT PANEL &#'S INDICATE UNDER FLOOR Jr- -- 4 DUCTWORK FLEXIBLE CONNECTION LETTER DESIGNATES DEVICE X1 EMERGENCY LIGHT UNIT WITH BATTERY BREAKER POSITION 0 MANHOLE U.F PACK AS INDICATED --X HOSE BIB A.F.F. ABOVE FINISHED FLR. }R 1 _+ DUCTWORK CEILING DIFFUSERS - CFM �� SAFETY SWITCH, NON I-® ARROWS DENOTE DIRECTION OF x 12" SIZE D DIMMER SWITCH FUSED OR FUSED, SIZE VALVE , SEE SPECS. A.CLG. ABOVE CEILING I ,...300)12" 4 THROW SEE SCH. AS INDICATED -161- VALVE IN CAST IRON HD HUB DRAIN LINEI II $ SINGLE POLE SWITCH BOX IN GRADE I� WALL CLEAN-OUT 1 VOLUME DAMPER z0 ° I _ VOLUME DAMPER O SD CEILING MOUNTED SMOKE -RD ROOF DRAIN PIPE SHOCK ARRESTORDETECTOR 4 I - I INCLINED RISE OR DROP ( IN I I MECHANICAL EQUIPMENT I-1DP' OR 'MDP' DISTRIBUTION PANEL BOARD; SEE SCH. g FLOOR DRAIN DIRECTION OF AIR FLOW ) ( DUCT MOUNTED SMOKE YARD CLEAN-OUT MEM FLEX CONNECTION ,P L, PANEL BOARD; SEE SCH. SD D 4 II I SUPPLY REGISTER DETECTOR 4) FLOOR CLEAN-OUT X DUCT SECTION SUPPLY 0- DUPLEX RECEPTACLE, 20A, 120V 3 WIRE AC ABOVE COUNTER(OUTLET) co TWO-WAY CLEAN-OUT GROUNDING TYPE 4 I - I 1 ----1.-- -RETURN AIR IV 4 FIRE DAMPER OR SMOKE HO LIGHT WALL MOUNTtill TEE ' DAMPER WP/GFI � DUPLEX RECEPTACLE GFCI GROUND FAULT 0 ELBOW CIRCUIT INTERRUPTING WP= WEATHER PROOF / \ LIGHT SURFACE MOUNT CAP OR PLUG PIPE SA SINGLE LINE SUPPLY AIR ��0`p11°11II �+r�r��l�ll//��i�,,,, FLEXIBLE DUCTWORK DUCTCONCEALED CONDUIT WITH ONE PHASED JUNCTION BOX RA SINGLE LINE RETURN AIR Q THERMOSTAT /-------~ NEUTRAL AND OTHERWISE NOTED REVISIONS CONDUCTOR UNLESS REVISIONS DUCT (DS FLOOR OUTLET 3WIRE EX SA EXISTING SUPPLY AIR DUCT HUMIDITY STAT O TELEPHONE OUTLET IN FLOOR WITH GROUNDING ISSUE DESCRIPTION DATE EX RA EXISTING RETURN AIR X DUCT SECTION - SUPPLY QUADRAPLEX OUTLET 0CEILING OUTLET 3WIRE 1 PERMIT ISSUE 01/30/17 DUCT WITH GROUNDING 2 PERMIT RE-ISSUE 02/21/17 r---1I TAP WITH AIR DAMPER 0 DATA CABLE FOR IN HOUSE COMMUNICATION 0 120 VOLT RECEPTACLE 18"AFF DUCT SECTION - RETURN @ GENERAL CONDITIONS ri.J - p- UNDER FLOOR CONDUIT AS SPECIFIED co. CEILING SUPPLY AIR GRILLE FOR ELECTRICAL. T LAY IN OR GYP. BOARD) i TELEPHONE 18"A.F.F. ( ROOF EXHAUST FAN - D UNDER FLOOR CONDUIT AS SPECIFIED CONDUIT 3/4'', 1'-0"ABV. x' >a~"�-_ FOR DATA. WALL,GENERAL CONDITIONS. �;� , l ,::`-: ): )/ CEILING RETURN AIR GRILLE LIGHT SWITCH SINGLE POLE D � `� 11L- DATA 18"A.F.F. , 2 1S392 PE ` (LAY IN OR GYP. BOARD) CEILING EXHAUST FAN WACONDUIT 3/4"ABV.GENERAL CONDITIONS OREGON r LIGHT SWITCH -THREE WAY I r OA EXISTING CEILING RETURN 3 T/D LENS PREP. DATA(NETWORK) jilt i' 1 � �� t AIR GRILLE ❑M MOTORIZED DAMPER INBOARD 1 OUTBOARD SWITCHES Y O 50� (LAY IN OR GYP. BOARD) OUTSIDE AIR DUCT SISO OUTLET,GENERAL CONDITION. W1� ` DUCT SECTION (a OUTSIDE AIR $P LIGHT SWITCH WITH PILOT LIGHT -g---\-) EXISTING CEILING RETURN AIR GRILLE (LAY IN OR GYP. BOARD) TC TIME CLOCK 0 DUCT SECTION P.M.E. -1E1- 2-WAY SUPPLY AIR GRILLE SUPPLY AIR ROUND ALM ALARM SYSTEM GENERAL NOTES ICXI LIGHTING CONTACTOR, X=NUMBER OF CONTACTORS Engineer of Record SHEET NUMBER WILSON Sc ASSOCIATES 825 W. BITTERS. SUITE 104 SAN ANTONIO, TEXAS 78216 TELEPHONE 210 490 1367 NOTE ALL NOTES AND SYMBOLS MAY NOT BE KINETICS CONSULTING P M E 1 ■ 0 1 APPLICABLE TO THIS PROJECT, Mechanical Electrical Energy Fire Protection 401 Austin HWY, Suite 216 San Antonio, TX. 78209 ph, (210) 734-2208 fax. (210) 734-3637 NOTE: DO NOT SCALE THESE DRAWINGS FOR CONSTRUCTION INSTALLATION. REFER TO ARCHITECTURAL DRAWINGS C N FOR DIMENSIONS. 1'-9"Jr1'-10) - 2'-7" 4 3'-5" 2'-9"/1'-8" - 11.-11" / 10'-5" C ORTLAND _ is - :: ----------------- ._...� -� ' • - _ _ - .,+, ,a 1,,4 00.ge1 : --- -- -,, t<_ .,w e. ,, as,. .- �. .. �� a _.� ��; ,._ - - - _. - - - - - - - - - - 1 - - - MORGAN 1 . . . . 3„ � P.� 2'V 3 , ".... 2" 1 ;! ARCHITECT g I [FD-1l I ! P1.1 1•I „:w 2„ P34 P3-1 j V I , P.1110113 1 4" .. REST .:i 5'-5" I 3..VTR 711 N. FIELDER RD. �`� DW S DVI' f DW 'p ARLINGTON,TX 76012 �WCO n • 2 IREFRACTIN .i .l YR ,C IN ,.w<<WO � ' 817/635-5696 • 2" FAX 817/635-5699 111 �� 9I • - • OWNER. 1 r iV .61 _ 6'-9" f P6-1 11'-9" f f -, 13' -tri £ DRAIN TO AREA /� f f V 1 1 ROOF DRAIN { ,------. `�. VISIONARY PROPERTIES, INC. ....„.. , " po I E � 175 E. HOUSTON 5T. 9 � V�, x a -2„V 1 I C T,B►IL SANANET TONIO,T148205 w 1 4 I0 :",;, ' FAX:210/524-6522 O 1 0-\\Jr 0 DW..._ .I DW .- P4 1. f ; y, :� 4 tY.T 1 , IN 2" 2 `. I■ ; ii 2„ j - g I• � iii/ �,�,_.._.. , _ ��.:_r.�%�� 4104. i e.. . .) -,... ... -' '. • 113 P3-1.1 5,. _ -- il, ® i II k O l S CONTACT LEIS , _ ........... NEW 107 1 RTU-1 10) , I `7.5 TON IX FAC-g. 1 - I PRE-TEST - ,al, •, 2.0 TOFF- -.I. s 106 f f .{ f : .111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111m a�„��,� �� ,'� 7c. '.. �, -� - -«..>,:/a.<� •:,::;..• :w:: ;. ,�� r,,.,�T :.:.; :.,,:ai�,�,: .,.�'" . .. M.. :,,O&M : .9 ,` .. V, :WAMM :=?"IY ==4*.t, --- .,. . ..,.:,....:..:......:.-___±==--: . N: Z 0 co NORTH O c') N FLOOR PLAN - WASTENENT 0 2 PLUMBING KEYED NOTES PLUMBING GENERAL NOTES z N O SCALE: 1/4"= 1'-0" O1 4" EXISTING DRAIN WASTE (EX OW) CONTRACTOR SHALL FIELD 1. NO AS-BUILT DRAWINGS HAVE BEEN PROVIDED. CONTRACTOR O VERIFY EXISTING DRAIN WASTE SIZE, FLOW AND EXACT SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO Z LOCATION. SUBMITTING HIS BID. T (..) Q OPOINT OF NEW CONNECTION TO EXISTING WASTE PIPING. 2. NO AS-BUILT DRAWINGS HAVE BEEN PROVIDED FOR COI Z O CONTRACTOR SHALL FIELD VERIFY FLOW, AND EXACT INSTALLATION /LOCATIONS OF WASTE AND WATER SYSTEM. LOCATION OF CONNECTION. CONTRACTOR SHALL ALLOW FOR EXPLORATION FOR I LOCATING THE WASTE AND WATER SYSTEM. 4 i �. $ ": :pis C%/1 ROUTE FAC-1 314" CONDENSATE DRAIN WASTE (CDW) HIGH IN. .,:*�',-a��;Jf��' � f.��: .: � :... %if � i 1 CCW ; CDW t.,ujV ,.© WALL TO DRAIN INTO UTILITY SERVICE SINK. 3. CONTRACTOR SHALL FOLLOW THE REQUIREMENTS GIVEN BY 4 .' • THE LANDLORD RULES AND REGULATIONS. J ' "K _ - 0 O4 ROUTE 3/4" CONDENSATE DRAIN WASTE (CDW), OF FAC-2 cV I- ! TI I 1FAC-2 _ UNITS, ABOVE CEILING TO DROP IN WALL. Ce x „ _. 1.5 TON .. --=.7; , _, -7,- -- BREAK ROOM/ " S DROP DOWN 3/4" CDW LINES IN WALL TO MAIN FLOOR TO DRAIN 1 FAC ACE FAC-ATR INTO UTILITY SERVICE SINK IN LENS PREP 103. (TYP. 3) , 1101.5 TON 1.5 TON I IO r= 200 "` " 6 3/4"CDW LINES IN WALL FROM UPPER LEVEL TO DRAIN INTO IX Q t. UTILITY SERVICE SINK (TYP. 3). SEE DETAIL No. 6 ON SHEET :.. : oP3.01. I Q I 0 WATER HEATER WH-1 MOUNTED ABOVE CEILING. OFOR PLUMBING OF FIXTURE P3-1.1 SEE DETAIL No. 2 ON Z ,_ r u x SHEET P2 01 , NORTH Q RTU CDW LINE AT ROOF. UPPER FLOOR PLAN - WASTENENT 1p ROUTE WATER HEATER CONDENSATE DRAIN AND 314"T/P r2 _SCALE: 1/4"=1'-0" VALVE ABOVE CEILING TO UTILITY SERVICE SINK. 11 DROP DOWN CONDENSATE DRAIN AND T/P VALVE ALONG WALL INTO SERVICE SINK. DOMESTIC WATER AND WASTE CALCULATIONS ! PLUMBING FIXTURE SCHEDULE till BRANCH FU TOTAL WSFU DRAINAGE TOTAL MARK TYPE MANUFACTURER DESCRIPTION WASTE VENT WTR HW ROOM/AREA TAG FIXTURE TYPE QTY. WSFU AND MODEL HW WTR FIXTURE UNITS DFU DFU - P1-1 WATER CLOSET-ADA KOHLER "WELLWORTH" K-3531 PRESSURE LITE 1.28 GPF, ELONGATED BOWL IN WHITE, KOHLER SEAT: "LUSTRA" K-4650. 4" 2" 1/2" - RESTROOM 108 P1-1 WATER CLOSET-ADA 1 5.0 -- 5.0 5.0 4.0 4.0 KOHLER"BRENHAM" VITREOUS CHINA, WALL MOUNT WITH SHROUD. COLOR WHITE, WALL HANGER AND OVERFLOW. „ P2-1 WALL SINK WISHROUD-ADA 1 2A 1.5 1.5 2.0 1.0 1.0 P2-1 WALL LAV. WISHROUD-ADA K-1997.41 K-1998 FAUCET: KOHLER"TRITON" K-7305-5A (4" CENTERS). PROVIDE WITH TEMPERATURE LIMIT VALVES. 2 1 112 112 112 0 P3-1 CABINET SINK PROVIDED BY OWNER OWNER FURNISHED AND CONTRACTOR INSTALLED/ FAUCETS OWNER SUPPLIED 2" 1 112" 112" 1/2" a FD-1 FLOOR DRAIN 1 1 A -- 1.0 1.0 6 0 6A UO RESTROOM 110 P1-1 WATER CLOSET-ADA 1 5.0 -- 5.0 5.0 4.0 4.0A -1.11 SINK " " �3-1.1! (CONTACT LENS) PROVIDED BY OWNER OWNER FURNISHED AND CONTRACTOR INSTALLED 1 FAUCETS OWNER SUPPLIED 2' 1 112 112 112 P2-1 WALL SINK W/SHROUD -ADA 1 2.0 • 1.5 1.5 2.0 1.0 1.0 I FLOOR MOUNTED ONE PIECE MOLDED CONSTRUCTION OF MUSTEE'S DURASTONEe 18 GALLON CAPACITY REVISIONS FD-1 FLOOR DRAIN 1 1.0 -- 1.0 1.0 6.0 6.0UTILITY SERVICE E.L MUSTEE & SONS- 18F WITH SMOOTH SURFACED 13" TUB. CONNECTS TO STANDARD 1-112" P OR S TRAP. HEAVY GUAGE STEEL LEGS P4-1.1 3" 1 112" 3/4" 314" ISSUE DESCRIPTION DATE SINK UTILATUB® WITH ADJUSTABLE LEVELERS. SELF-DRAINING BACK SHELF WITH RETAINER CURB. SINGLE OR DUAL-HANDLE 1 PERMIT ISSUE 01/30/17 REFRACTING 109 P3-1 SINK 1 2.0 1.5 1.5 2.0 2.0 2.0 FAUCET WITH 4" OR 8" CENTER. COLOR-FAST, MARBLEIZED WHITE FINISH. 321bs. - - 2 PERMIT RE-ISSUE 02/21/17 REFRACTING 111 P3-1 SINK 1 2.0 1.5 1.5 2.0 2,0 2.0 LP6-1 DRINKING FOUNTAIN ELKAY MODEL#EZSTL8C/ BARRIER FREE DESIGN, RATED FOR INDOOR USE, EXTRA DEEP BASIN, EASY TOUCH CONTROLS, FLEX GUARD 2" 1 1/2" 1/2" - ---- LKAPREZL ANTI MICOBIAL SAFTEY BUBBLER, LIGHT GRAY GRANITE VINYL COATING. DUAL UNIT. PROVIDE W/ADA APRON. CONTACT LENS 1071 2.0 1.5 1.5 2.0 2.0 2.0 - - - P3-1.1 SINK6" ROUND ADJUSTABLE, LIGHT DUTY, STRAINER TOP WITH SECURE HEEL PROOF GRATE PROVIDE 1 1/2" 1/2" - FD-1 FLOOR DRAIN ZURN: MODEL#ZB400-6B WITH TRAP PRIMER. 3" LENS PREP 103 P4-1.1 UTILITY SERVICE SINK 1 3.0 2.25 2.25 3.0 2.0 2.0 CORRIDOR 104 P7-1 DRINKING FOUNTAIN 1 .25 -- GENERAL.25 •5 •5 GENERAL NOTES: 011 -----.- 1. ALL FIXTURES SHALL BE PROVIDED WITH APPROPRIATE STOPS, KEYS, TRAPS, ESCUTCHEONS, VACUUM BREAKERS, WALL CARRIERS. Pi::;:,..j ,,•_ TOTAL WATER SUPPLY FIXTURE UNITS 25.25 2. ALL LAVATORIES AND SINK FAUCETS SHALL BE PROVIDED WITH INTERGAL THERMOSTATIC MIXING VALVE 3. PROVIDE ALL LAVATORY/SINKS WITH STRAINERS, _Ak IN - 'ti `:,' TOTAL DRAINAGE FIXTURE UNITS 30.5 i .-, WATER GPM - 23.3 cr 13392 PE B REQUIRED WTR LINE SIZE- 1"Q 100'-0"AS RECOMMENDED PER OPSC 2011 OR ) MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGS �`� �9� �OyN W1\_S0'' WATER HEATER SCHEDULE - a� , '� PLUMBING FIXTURE OF FIXTURE FITTING MAXIMUM FLOW RATE OR QUANTITY CAPACITY I ELECTRICAL DATA MARK SERVES LOCATION STORAGE MANUFACTURER/MODEL LAVATORY, PRIVATE 1.5 GPM AT 60 PS1 GALLONS GALS/HOUR TEMP. Kw VOLTS 1 PH. AMPS -` RISE°F LAVATORY, PUBLIC (METERING) 0.25 GALLON PER METERING CYCLE FLOOR PLAN DOMESTIC WH-1 LENS PREP 103 10.0 10.0 60° 4.0 208 1 19.23 A.O. SMITH #DEL-10 WASTENENT POTABLE LAVATORY, PUBLIC (OTHER THAN METERING) 0.5 GPM AT 60 PSI NOTES SHOWER HEAD 2.0 GPM AT 80 PSI Engineer of Record 1. MOUNTED ABOVE CEILING. I WILSON $C ASSOCIATES SHEET NUMBER 2. INSTALL AS PER MFG. INSTALLATION REQUIREMENTS. f SINK FAUCET 2.2 GPM AT 60 PSI WILSON eiTTEFzs, sui ASSOCIATES 3. PROVIDE REQUIRED DRAIN DISCHARGED PER CURRENT CODE REGULATIONS. SAN ANTONIO, TEXAS 78216 I URINAL 0.5 GALLON PER FLUSHING CYCLE TELEPHONE 210 490 1367 WATER CLOSET 1.28 GALLON PER FLUSHING CYCLE KINETICS CONSULTING P1 • 01 I I Mechanical Electrical Energy - Fire Protection 401 Austin HWY, Suite 216 San Antonio. TX. 78209 ph. (210) 734-2208 fax. (210) 734-3637 NOTE: DO NOT SCALE THESE DRAWINGS FOR CONSTRUCTION INSTALLATION. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. C M CORTLAND MORGAN ARCHITECT 0 M 0 I O711 N. FIELDER RD. ARLINGTON,TX 76012 t ... rF % • -- �-•.--.-„, - ii 1 1 I $17/635-5696 , •,., 5._,_..ci- 0, .,::: i. .:.:::. :. �x -.........__SI FAX 817/635-5699 PE- 2"—`1' . ��• I-1 P1,1i �- " .. 1L�' It ✓ r.. OWNER. � R 12_ 1/2 . ' w' P3-1 P3.1 . NI i II ...,_, -:____:T. _ 112" 112" 44 . .61 REFRACTING ; I REFRACTING , -1/2 314 •• .. h �,, I 1_. ... 11 :x. I r' O o. -•-- is : :M 109 s VISIONARYINC. I - r1 _ 175 EHOUOSTON ST.I J .. 1 314" s.�tr a. SAN ANTONIO X 78205 i / 210/524-6614 J L i I I % FAX:210/524-6522 Mr J'.--'' -—WTR—- I Lb1 I 'F., 1 , 1 i 4 .1 ; 314" I O ,,,.. \. 7 © ' ; : !CORR,DOR WH I E \z r I I O -314" C - �i 14I r � EX WTR (:::)-161— --A-- - � 1 00 ..-.... .. 00 1 I ti ri ,_ »,. € L--. . - -314 T »»,»» W.. • ,- :.,. ' 112" 1/2" -- „_ I. 4 rji -- ,.• .jar C. I 'It '. . !....,:. 9 ', ''L\ ill , i, _ 112" �... W 7. '� O " P4-1.1j I i �, -,; 0 nil W i - MI) 1 � I P31.1 • 112 ] CONTACT CT LEN.$ ; ,. t -... I ,. LENS PREP FILE/STORAGE a De F, .. ,/: 1O3 10 f f Z j '''34'.' \ter, ..,-- ' (,)(3 PI.... o.., , - , . ., N I . ....; 106 ,I „ I ' il , _ Z z « Z F- N l e NORTH + 0 FLOOR PLAN - WATER cn Z 0 SCALE: 1/4" ' = 1-0" Q = 0 cn Z a. Q Q 1+0 J N c PLUMBING E SCHEDULE a_ ` FIXTUR SG EDU E 1.i ? I MANUFACTURER I € I! 8 MARK TYPE DESCRIPTION WASTE VENT WTR HW I� O r � ..�. ::... i iii AND MODEL •------ -Melia ' h ' $• CABINET SINK PROVIDED BY MILLWORK �` f P3-1.T OWNER FURNISHED AND CONTRACTOR INSTALLED/FAUCETS OWNER SUPPLED 1/2 1/2 1/2" O (CONTACT LENS) CONTRACTOR BREAK ROOM/ :: 1 STORAGE - - 1/2" OFFICE = 0 DOMESTIC WATER AND McGUIRE -1 202 1/2" Z HOT WATER PIPING PROVIDE WITH APPROPRIATE FITTINGS, STOPS,VALVES, ESCUTCHEONS, KEY HANDLES AND VACUUM BREAKERS. 2000 i F 0 WASTE P-TRAP McGUIRE 1 1/2"WASTE TRAP WITH CLEAN OUT PLUG IN WALL. SCHEDULE 40 PVC. 1 1/2" 2" - - :5 GENERAL NOTES: 1. FAUCET SHALL BE PROVIDED WITH INTERGAL THERMOSTATIC MIXING VALVE 2. PROVIDE SINK WITH DRAIN STRAINER. I I i NORTH _(<} UPPER FLOOR PLAN - WATER 1/2" © SCALE: 1/4"= 1'-0" - -__ O VENT - O PLUMBING KEYED NOTES ODOMESTIC WATER (WTR)AND HOT WATER(HW) PIPING TO O PLUMBING KEYED NOTES PLUMBING GENERAL NOTES I CONTACT LENS SINK. 0 10 1/2" DOMESTIC (WTR)AND 1/2" HOT WATER (HW) IN WALL. a OEXISTING 1" DOMESTIC WATER (EX WTR) LINE. CONTRACTOR STANDARD PLUMBING CONSTRUCTION. v0 SHALL FIELD VERIFY EXACT SIZE AND LOCATION. 1. NO AS BUILT DRAWINGS HAVE BEEN PROVIDED. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID O STAINLESS STEEL ADA SINK FAUCET PROVIDED BY 10 POINT OF NEW CONNECTION TO EXISTING WTR LINE. VISIONWORKS FF&E CONTRACT. REVISIONS CONTRACTOR SHALL FIELD VERIFY EXACT SIZE AND LOCATION 2. NO AS BUILT DRAWINGS HAVE BEEN PROVIDED FOR OF CONNECTION. O ZERO TURN SCUPPER DRAIN BACK THRU WALL. ISSUE DESCRIPTION DATE INSTALLATION / LOCATIONS OF WASTE AND WATER SYSTEM. CONTRACTOR SHALL ALLOW FOR EXPLORATION FOR --,D1 PERMIT ISSUE 01/30/17 O TENANT'S 1" DOMESTIC WATER (WTR)CUT-OFF VALVE. 01D" X 10" SCREW ON METAL ACCESS PANEL. 2 PERMIT RE-ISSUE 02/21/17 LOCATING THE WASTE AND WATER SYSTEM. MANUFACTURER: FERGUSON - PROFLO O TRAP PRIMER INSTALLED ABOVE FLOOR. REFERENCE DETAIL 3. CONTRACTOR SHALL FOLLOW THE REQUIREMENTS GIVEN MODEL NO, - PF1010AD. No.5 ON SHEET P3.01. BY THE LANDLORD RULES AND REGULATIONS. 5 CONTRACTOR SHALL ROUTE A 1/2"WTR SUPPLY LINE UNDERO O DOMESTIC WATER (WTR)AND HOT WATER (HW) FITTING, I 4. PROVIDE PIPING ROOF SUPPORTS PER CURRENT CODE AND STOPS, AND VALVES, KEY HANDLES TO BE LOCATED IN I FLOOR WITH NO JOINTS, TO FLOOR DRAIN AS PER (TP-1) AHJ REQUIREMENTS, WALL BEHIND ACCESS PANEL ON 1"X4"WOOD BACKBOARD P ► p r), DETAILS No.4 AND No.5 ON SHEET P3.01. (TYP. 2) SEE PLUMBING FIXTURE SCHEDULE BELOW. O ZURN SHOKTROL, 1700 SERIES#100 FOR BOTH WTR& HW � 0 1 112" P TRAP TO BE LOCATED IN WALL BEHIND ACCESS PIPES. L 5112 � '1 jIP3-1.1 PANEL. �./ 13392 F'� O7 WATER HEATER WH-1 MOUNTED ABOVE CEILING. -� 1 k' OREGON• ! 1::r O P TRAP IN WALL. FOR PLUMBING OF FIXTURE P3-1.1 SEE DETAIL No. 2 ON THIS _ ; I 5 g VENT PIPING NEEDS TO BE 12"TO 18" FROM CENTER OF Jrt , I, r OSHEET. --- ACCESSANL $ 's '� �' O SINK TO BE ABLE TO ACCOMMODATE TRAP BEHIND ACCESS ✓OWN �yJ; - F - O .1:;,I -;�— O PANEL. 3/4 DOMESTIC WATER(WTR)AND 1/2" HOT WATER(HW)CUT-OFF 2'-3" :. - �� O VALVES WITH ACCESS PANEL. �' -•---____Th_o r FLOOR PLAN CONNECT TO BUILDING - CONNECT TO BUILDING WATER WASTE SYSTEM WASTE SYSTEM Engineer of Record WILSON & ASSOCIATES SHEET NUMBER 825 W. BITTERS, SUITE 104 SAN ANTONIO, TEXAS 78216 CONTACT LENS COUNTERTOP SINK PLUMBING DETAIL TELEPHONE 210 490 1367 SCALE: NOT TO SCALE KINETICS CONSULTING P2 . 01 Mechanical Electrical Energy Fire Protection 401 Austin IIWY, Suite 216 San Antonio, TX. 78209 ph. (210) 734-2208 fax. (210) 734-3637 i C M 5'-0"CONCRETE SLAB 3000 PSI CONCRETE INFILL WITH#3 BARS -r_.. I @15"O.C.E.W. DOWEL INTO EXISTINI G PIPE SLEEVE 36"DIA. CONCRETE PIPE SLEEVE BACK UP C M 0 R G A N D 118" FINISH FLOOR SAW CUT CONCRETE SLAB PROVIDE MIN.6 MIL.VAPOR BARRIER BACK UP MATERIAL MATERIAL MIN 1 112"DEEP AND BREAK EQUIV.TO STEGOWRAP BELOW NEW MATERIAL SEALANT ARCHITECT 0"TO 114 CONCRETE SLAB OUT EXISTING CONCRETE. CONCRETE-CONTINUOUSLY TAPE NEW SEALANT VAPOR BARRIER TO EXISTING 1 INSULATION I .✓/:. \�� / SLOPE 112" SLOPE ��. ti ! 71] N. FIELDER RD. 4"SAND CUSHION - - WALL '"a • a 4. ' , s ARLINGTON,TX 76012 /a1»\%% ` •s 817/635-5696 MIN. _ 3!8" I!!i!. • • wPIPE 318CLEANOUT TEE - • a' • FAX:817/635-5699 ,.n _ a dI oa NOTE: CONTRACTOR SHALL d ` �, a a • J I a I. yi CONTACT LANDLORD 0"TO 3/8" li• ^ ' Y . . '� k REPRESENTATIVE FOR INSPECTION "� °• 112"DOMESTIC WATER OWNER: III—III—i I� _I I I—I I- PRIOR TO CONCRETE POUR. ' BRASS PLUG WITH / PIPING ROUTED I 1=III=III_ I_I I I=III_ v / ROUND STAINLESS FROM TRAP PRIMER - STEEL SECURED FLOOR DRAIN SIZE& n _ 1/ 1 I I-III-I I -III-III= 'I'- OUTDOOR WEATHER RESISTANT ACCESS COVER TYPE AS SPECIFIED - ICOATING SHALL BE APPLIED REFER TO PLUMBING FLOOR\ThTrr1T1)N ON INSULATION PERPLAN FDR CONTINUATIONMIN,2-0"SELECT COMPACTED FILL MANUFACTURERS PROCEDURES =III (EXISTING), RECOMPACT FILL TO AND RECOMMENDATIONS PIPE SAME SIZE VISIONARY PROPERTIES, INC. 7111- 116-111E111 -1111111R 95%OF PROCTOR AS SEWER MAIN PIPE SIZE AS NOTED - 175 E. HOUSTON ST. -II' I-I I-III-III -I LI I IT N� ON DRAWINGS SAN ANTONIO,TX 78205 -111-III-IIII1 E=E I NEW PLUMBING PIPING OR \‘.„....1..,_____} - 4"DEEP SEAL 210/524-6614 CONDUIT AS REQUIRED NOTE: FIRE RATE AS REQUIRED. P-TRAP FAX: 210/524-6522 NEW WASTE PIPE INSTALLATION IN 0 EXISTING CONCRETE FOUNDATION © PIPE THRU RATED WALL WALL CLEAN-OUT FLOOR DRAIN W/TRAP PRIMER INSTALLATION NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE 4 SCALE: NOT TO SCALE 0 0 I- DRAIN LINE SHALL BE AT LEAST \ W THE SAME SIZE AS THE NIPPLE OR OUTLET ON THE DRAIN PAN. Ce CLEANOUT CAP - 2"VENT =a c0 PITCH DOWN "=" PRIMARY CONDENSATE DRAIN TOWARD 1■1•. WASTE LINE FROM FAC UNITS (imam . t/� CLEANOUT D�RA1N .• a R I 1 L • EI, li ANSrCEILG SURFACE l INi PROVIDE AT f '-ROOF TOP' EACH CHANGE N UNIT PAN 1i N N DIRECb ON b PRIMARY CDW LINE SHALL BE O Z ( ) _ ROUTED IN WALL TO UTILITY � O DOMESTIC WATER LINE DROP ROUTE TO DRAIN\DIRECT DRAIN W SERVICE SINK. CDLINE SHALL v WALL ABOVE� r AS SHOWN ON PENETRSERVICE SINK TO DRAIN Z PLANS ABOVE CEILING r UNIT DRAIN TYPICAL TRAP PRIMER IN WALL. INSTALL PRIMER MINIMUM CAP / 1 0 Ce J.R. SMITH - / SIX INCHES ABOVE FLOOD RIM OF FIXTURE BEING SERVED RTU-\ O AUTOMATIC TRAP CDW LINE THRU WALL OVER i y PRIMER#2699 PROVIDE DISTRIBUTION UNITS WHERE MORE THAN ONE TRAP ISI SINK TO DRAIN. 2 ❑ WITH INTEGRAL ,- SERVED BY A PRIMER _ WALL (4..< .44:i VACUUM BREAKER ■ �� 1 114"C.D.W. LINE - CONTRACTOR SHALL ALLOW- PRIMER MAY BE LOCATED ABOVE CEILING WHERE ACCESSIBLE. IF VENT CONTRACTOR SHALL ---- LOCATED IN A CHASE OR WALL,PROVIDE A HINGED,LOCKABLE, T / f NOTES: FOR AIR GAP AS REQUIRED ROOF CURB, REFER UNIT STATIC PRESS. a b INSTALL A WILKINS � PRIME COATED ACCESS DOOR IN AN ACCESSIBLE BUT i � ,�^ IN-LINE SINGLE CHECK INCONSPICUOUS PLACE TO FLASHING DETAIL ` 1. FOR DEPTH OF SEAL, UTILITY -I / J VALVE; 1/2"MODEL#40 0" 1" 1" 2" SEE SCHEDULE BELOW. I - CONCRETE FLOOR ROOFING - SERVICE SINK CV d " - 2"VENT ^/ ' A ^ - - 1"-2" 2" 3" 2. LOCATE TRAP SO AS 0+��1 - - b1 1 r i J �f I I TO BE ACCESSIBLE FOR �f+ O PROVIDE - - - - - 2"-3" 3" 4" CLEANING. COUPLING / /_kROOF DECK y• CL TYPE"K"SOFT COPPER TUBE BELOW FLOOR // WASTE TO DROP IN WALL h V FLOOR DRAIN OR FLOOR SINKO I ROUTE TO UTILITY SLAB WITHOUT JOINTS.SLOPE TOWARD P-TRAP WITH TRAP PRIMER O �— FLOOR DRAIN TRAP. PROVIDE ELASTOMERIC REFER TO ROOF SERVICE SINK FLOOR INSULATION FROM TRAP TO ABOVE FLOOR SLAB CONNECTION,J.R. SMITH PENETRATION DETAIL O ADAPTER 2695S. CEILING -� ' r— FLOOR DRAIN WITRAP PRIMER Z 0AND 6 BACKFLOW DEVICE INSTALLATION r ROOF TOP UNIT PRIMARY CONDENSATE WASTE PIPING fa) FAC PRIMARY DRAIN LINE TO SERVICE SINK 0 SCALE: NOT TO SCALE NO SCALE SCALE: NOT TO SCALE 1) -VACUUM RELIEF J Z O VALVE F a �� TP TEST PLUG WTR SUPPLY U Li° MI O - I I I - r HW TO SYSTEM BRACE STUD BALL VALVE ��-I-I TP TEST PLUG - TO ROOF STRUCTURE REVISIONS TEMPERATURE& I -4 I I I - ISSUE DESCRIPTION DATE PRESSURE RELIEF VALVE. MODEL#N3601T SERVICE CHECK 1/2"x 3"MACHINE 1 PERMIT ISSUE 01/30/17 -I- ,,,;(. �' ��. VALVE WATTS SCV POTABLE WATER THERMAL SCREW BOLT INSULATION SINGLE PIPE HANGER -1 2 PERMIT RE-ISSUE 02/21/17 EXPANSION TANK SIZE AS 11 /INSULATION I I REQUIRED BY MFG.AS PER 1 1/4"x 1 1/4"x 1 1/4" /PIPE WTR/HTR.SIZE.WATTS SERIES DET F ANGLE BRACELET ._gaL _i :--. - ii., i, I _...„____ PROVIDE HEAT TRAP 12" FORCWl1NTR `4 `�ialNs. 1 -4-4:- 4 : 18 GAUGE 1114"x1114"x114" ,: 1' PROVIDE 16GAL. GALVANIZED SHEET \ ' METAL BASE 'I,$92 PE J BOX UNIT WT. 86# 1r INSULATION 1REGO • ) N n WATER WT. CHANNEL PAN. FOR 2 OR-- r/ I �'MORE PIPE--- ,/- IPE DN DRAIN VALVE 0.1337 X 20 X 64= 171# PIPE -11441m--- HOSE CONNECTION TORQUTOTAL E 257 X =257 LB. FT. SADDLE ii - _.�,, lUlp 1, Lg�� 9//�FURNISH ALARM FOR / `4 '' �w N W11-SG� BENDING MOMENT 257 LB. FT. • _ _ _ HIGH WATER LEVEL. ALLOWABLE 845 LB. FT. ��` '=,...= W - -- MAX STRESS AT FOOT 277/6=46# I 112"DIA. v._ 2"HIGH 2OGA. GALV. + MIN. ROD LENGTH THREE TIMES '6)\2-/( SHT. METAL DRAIN PAN MAX SHEER 46#!0.7351 =62 PSI 3"X 3"X 114"ANGLE PIPE SIZE MINIMUM W/1"DRAIN LINE ROUTE 1"DRAIN ALLOWABLE 10K DISCHARGE AND ROUTE SERVICE SINK NOTES: rt SERVICE SINK7/ // 1. INSULATION ABOVE SADDLES SHALL BE FOAM GLASS OF SAME THICKNESS AS PIPE INSUL.AND A COMPRESSIVE STRENGTH OF NOT LESS THAN 3,000 PSI -f- SUPPORT CALCATIONS 20 GAL. WATER HEATER 6" 20 GAGE STUD SHELF 2. HANGER RODS SHALL BE OF THE SIZE REQUIRED, BUT NOT SMALLER THAN 112" PLUMBING DETAILS ELECTRIC WATER HEATER MOUNTED ABOVE CEILING 9 HANGER FOR INSULATED PIPING 8 SCALE: NOT TO SCALE SCALE: NOT TO SCALE - ------------- Engineer of Record WILSON & ASSOCIATES SHEET NUMBER 825 W. BITTERS, SUITE 104 SAN ANTONIO, TEXAS 78216 TELEPHONE 210 490 1367 KINETICS CONSULTING P3 . 01 Mechanical Electrical Energy Fire Protection 401 Austin HWY. Suite 216 Son Antonio, TX. 78209 ph. (210) 734-2208 fax. (210) 734-3637 NOTE: DO NOT SCALE THESE DRAWINGS FOR CONSTRUCTION INSTALLATION. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. I CORTLAND MORGAN ARCHITECT I 711 N. FIELDER RD. ARLINGTON,TX 76012 "48,= -''..FT.- '48:81 SC: :'-- :94-.-50' .O TT- 9U:Of)( .ITT. : 141 '.51 SQ- FT. 1,167.65 SQ. PT. _ i I:]E ,', �i rcuFAX 817/635-5699 ,::, , , - ., , : • 817/635-5696 L_ 1 _ _ _ , Y ,: , ii .1 • - / I - i ..A --.. 1 7 d I d , .....,A,,,.,.. • , , I , , ,, 1 - .-r- . } ; OWNER: t, 'o k , I ! r . 1.- -7 �+ f 1 1 f } 1 1 } I I 3 } -.rillF461 '! , , j •71i R I i [ : ia } 1F - 1 I 3 3 }c . 3 L1 L ' `' 1/111 1 :F-, ® 1 s I } € 135 150 1 } } 0 ! Villk''.4r.--- �� i EF-1 EF 1 , __ SU :w 150 I 1 TJi 1 I ! I S1 k �� `l oi ; - .� r , w ; 11 A 3 TQM psi : _. ' I, ��r7 ® C; 1 I . ,_ , , . %� 1 . i SU 1 : /r y,.. ; 250 r •--..3... VISIONARY PROPERTIES, INC. L j F.. _- >- - -- 0175 E. HOUSTON ST. 4f 0. 4 - E - • r. ffi li , E:• - , -.. x - f :, E I 1 3 .] ':1 I 'I >' _ ' 1 1 ; I ® -� at h ® I .I ._k ® SAN ANTONIO,TX 78205 -= . 250 f 2101524-6614 }-� i I i 1 1 I i 1 I - I -- P 3510 i 250 I FAX 210/524-6522 f--- } , j '(;211 U s • 1 /14 ; 14114 ' •_;_..•..••- I 20114 E mmm mmm _ ; 1411�F 10114 1 _ / _ - _ SA SA SA . ..r = SA 3 I i c --- RRA ` �.-. . „„„ �' .. ] __...,__.__ ,......--.-. .--. ___�" : L r-- - - 3.._..-..__._- 1 , i . ,.....,„ 1 , Lt•-----'` j } Ti 1 Ft IQI - . I 1ETAi I�_. ,rri 5°0 f_ i' I R 1 err 2 EA. L 1 ; ; t ' 3 f I 775 I I 1j 1 I ,/rte 0 1p"Rp I ,eig� I ]0' l& f2EAJ . . _gt I G I S1 •i 10"REi] 14 RD of 1 I, - 1 .)�'0 • [ F 1 1 RA RA L=am I j iT , w* _ 7r wr 0 jj .&9:.8f FT_ 1l i I 1 I I i I }1 999 -.__�.x, -- _{'y 3 ____. x .2 r l..l 1, 0 3 ""--- '._....' ' •-� I-�-..._-� ; ; ; -�"""'k, i 3_ - "al4 ' 1 I i I i " i C O f ! �``',.' I ; I ,;y.. t. 1 _,. _ ) ,,, 616; ' '`. ' ) W 1 S1 ��I i .�I r'. 3 , 1 RA I li I .e a • I F' U 1 �r� • Ittjw . .. _ i ,.I .I . ':€ f / ,' f �- 201 6 / -.,:j i ....-t i fm...:;,..:_!,.,„.„" 'KH ;4 A-: 1,1x:, 1 ►:XH16XH / • `A ® !: `A ; ; ® � ... :'a . 1 „ 3 250 250 I 350 a w LV 1 W.I. I �' i "' -rRTU-NEW - I - ; .. } co goo..........., - :, 4 :• 401 ----- 1,.., • i .� .� 3 r ,rrs^. :;:: a ;;, ..:.. 150 1 ' --- ' .;11 [àiEF3I _ _1 200 1FAC-1 I 3 1111 ill I -1 I M 3 3PRE TEST _ 1 I 1 x. .: �.-_ .--- -__--.__.' Y---,x 1 ( �� • ': 1 f ��Ia•�, .p TON I 1 E ...;.. _ 3 1 I i ! 3 O OPEN SECOND LEVEL I ; ..... � i �� m ":V%'I AT ROOF .___ ; ; ; i ; ; ; N i i i Y s 1 1-0 :1'1 SQ. FT. /'' - T -- 3 i ] 11 I. 88:24 54 FT , : , , «-1 , `�'.::.,. .,,, --.fu. fNv ': f :: h ,, , , ..,,., 3'9011 a:�oy}�yu m�Jx ... ......... ,........ ......... ... ......... ......... ...,.... .................. �' .._.., .. ,.- .: , :. ,>;;y .:.. '.,� `moi"9111�,�f: "r':6„" rr,,..< ""'�•:' , ,. Z I- NORTH ' ry I _E _ FLOOR PLAN - MECHANICAL v) Z SCALE: 1/4" = 1-0" a = ❑ 0 MECHANICAL KEYED NOTES 0 MECHANICAL KEYED NOTES GENERAL MECHANICAL NOTES (r) z OTRANSITION DUCTWORK AS REQUIRED FROM RTU'S. E y ) EXHAUST LOUVER AT EXTERIOR WALL; INSTALL AS PER 1. CONTRACTOR SHALL FOLLOW THE REQUIREMENTS GIVEN BY < < ��----�� DETAIL No. 6 ON SHEET M2.01. THE LANDLORD RULES AND REGULATIONS. J 2 THE CONTRACTOR SHALL BE APPROVED BY THE I- LANDLORD TO BALANCE THE SYSTEMS TO DESIGN 10 CONTRACTOR SHALL ALLOW FOR RISE AND DROP OF 2. FLEX DUCTWORK SHALL NOT EXCEED MAXIMUM OF 5'-0". C > fZ SPECIFICATIONS. THE CONTRACTOR SHALL SCHEDULE ALL DUCTWORK. WHERE REQUIRED CONTRACTOR SHALL USE RD. GALV. TO * O WORK THROUGH THE LANDLORD'S FIELD REP. FLEX. • 11 EF-3 SHALL BE OPERATED BY WALL SWITCH. ' 1 I , ' \ .. ; -- ....i• i : O CONTRACTOR SHALL LABEL ROOF TOP UNITS WITH 3. CONTRACTOR SHALL COORDINATE WITH LANDLORD ON ALL he - r I ' 1 , i I I I iF 1 - '� - • I 1 "' 1 F5 ENGRAVED NAME PLATED INCLUDING, TENANT NAME, 12 LOCATE BC (REFRIGERANT) CONTROLLER ABOVE CEILING. ROOF PENETRATIONS. Ce " I ° } J' SPACE NUMBER AND SUITE NUMBER. O E FAC-2 I 1. FAC-2 'FAC-2 <, 8 R j 4 COORDINATE EXACT LOCATION OF RTU-1 AND WITH 13 DROP REFRIGERANT LINES TO FAC-1 ON FIRST FLOOR. 4. ALL/ROOF WORK WILL BE PERFORMED BY LANDLORD 0 O i D ili il== ' ._- 1.5 TO1 ; ----cr. 1.5 TON 'f ��:5 TQC`.- I O ••,, DESIGNATED CONTRACTORS. 4I 2 ' �' �� • _ - LANDLORD STRUCTURAL DRAWINGS REQUIREMENTS. 14 CONNECT REFRIGERANT LINES TO BC CONTROLLER I �i ISI OFFICE ir-liml 100 iiik 114 ABOVE CEILING. 5. ALL DUCTWORK., CONDENSATION AND ELECTRICAL SHOULD Z Oe ILII J"� ;$ 5 CONNECT(EF 1iTHR000H EXTERIOR WALL LOUVER. BE IN PERIMETER OF CURB. COORDINATE WATERPROOFING _„r , 20 i I 6"RD . - �- , -- I \\ ' 1 15 PROVIDE 1.0HR RATED FIRE DAMPER INSTALLATION PER AROUND CURB- FLEXIBLE DUCT MAY BE USED ONLY IN RUNS O u 11 14 ; ; 14 �_�;- 12 n n O EF-211N IT/ ELECTRICAL ROOM SHALL BE CONTROLLED BY SMACNA REQUIREMENTS- OF 5'-0" OR LESS FOR WATERPROOFING AROUND CURB AT ...,. CAC-1 ilo1 ..1 , I } i 1 I ,<,' ' ROOM T STAT. TENANT'S EXPENSE. V) w i 1 I �� • �``�.-... ..... - \111- '`99, ; • 6.0 TON* - ( �?�` I 0;5) O7 QEF 2 IN IT 1 ELECTRICAL ROOM TO BE EXHAUSTED ABOVE 6. CONDENSATION DRAINS MUST TERMINATE INSIDE BUILDING ,,.. i - ® r AT ROOF CEILING IN ATTIC SPACE. TURN UP 6"RD DUCT. INTO SERVICE SINK. f 1 i I -' ' I z I I ; Ill • LI [J O CONNECTIE 1THROUGH EXTERIOR WALL EXHAUST 7• HVAC CONTRACTOR WILL LABEL ALL VISIONWORKS ROOFTOP " Argi LOUVER. EQUIPMENT FOR MAINTENANCE PURPOSES USING EITHER NORTH TAPE OR PAINT. 2 UPPER FLOOR PLAN - MECHANICAL 8. CONTRACTOR SHALL CHANGE HVAC FILTERS AT THE -E - 2 SCALE: 114" = 1'-0" COMPLETION OF THE PROJECT. 9. ALL ROOF TOP EQUIPMENT SHALL BE MOUNTED WITHIN THE SPACE "FOOTPRINT", AND IN LANDLORD DESIGNATED ZONE. z 0 AIR DEVICE SCHEDULE BRANCH / FLEX DUCT SCHEDULE NEW ROOF TOP UNIT SCHEDULE F O J CFM AIR FLOW FAN COOLING ELEC. HEATING FILTER CONDENSER SECTION ELECTRIC MARK MODEL SIZE FLOW DESCRIPTION REFERENCE NOTES NECK SIZE NOM. MFG- & MODEL# WEIGHT RANGE (CFM) I MARK TOTAL O/A MOTOR E.A.T. KW KW CONDENSER CONDENSSOR REVISIONS TONS TRANS LBS CFM CFM E.S-P. BHP TH SH INPUT OUTPUT TYPE THK AREA FAN H.P. EER KW STEPS VOLTS 0 MOCP MCA Si TMS-AA 24"x24" SUPPLY CEILING AS TITUS 1,2,3,4,5&7 0 TO 125 6"fd db wb1 4-WAY LISTED ISSUE DESCRIPTION DATE AS 126 TO 200 8"0 NEW 1 PERMIT ISSUE 01/30/17 R1 50F 24"x24" RETURN RETURN TITUS 2,3,4,5&7 RTU-1 7.5 THC 092 1,478 3,150 450 0.45 2.0 80 67 90.0 85.0 24.0 24.0 PLEATED 2" 12.6 208 3 80.0 74.0 I2 PERMIT RE-ISSUE 02/21/17 LISTED 201 TO 300 9"0 * AT MAX. CFM 301 TO 375 10"0 TABLE NOTES: NOTES: 1. PROVIDE ALL RTU'S WITH MANUFACTURER'S T-STAT, SUBBASE & LOCKBOX. 1. REFER TO FLOOR PLAN DRAWING FOR AIR PATTERN. 376 TO 450 11"0 2. PROVIDE WITH MANUFACTURER'S ROOF MOUNTING FULLY WELDED ROOF CURB. 2. COLOR UM PERDARCHITECT. 3. PROVIDE EACH RTU WITH INSTANT SHUT DOWN SMOKE DETECTOR IN THE RETURN AIR STREAM. 3. VOLUME DAMPER. 451 TO 600 12"O , , �. PQ;pp 1 4. 24"X 24" PANEL FACE WITH ROUND NECK, FOR T-BAR CEILING INSTALLATION. 4. PROVIDE EACH RTU WITH THREE SETS OF REPLACEMENT FILTERS, 4 ' �, 5. ALUMINUM CONSTRUCTION. 5. UNIT TO HAVE A MINIMUM ENERGY PERFORMANCE EQUAL TO ENERGY STAR. ' . 6M' F'g,•�� 6. SURFACE MOUNT. 6. ALL RTU'S TO USE R41 DA REFRIGERANT. W .\ 7. REFER TO FLOOR PLAN DRAWING FOR CFM & NECK SIZE. 7. PROVIDE SINGLE POINT CONNECTION. �, 13392 PE 8. PER 2012 OEESC CHAPTER 4 SECTION 403.3.1 ALL UNITS >54,000 BTUs: OREGOfd A) SHALL BE PROVIDED WITH 0-100% MOTORIZED ECONOMIZER. I B)ALSO TO BE PROVIDED WITH ENTHALPY CONTROL. �� r C) PROVIDE WITH CO2 SENSOR NEXT TO THERMOSTAT. oar 1, ' EXHAUST FAN SCHEDULE " W MANUFACTURER S.P. MAX. OUTDOOR AIR REQUIREMENTS2- ANDMARK TYPE SERVICE CFM H.P. V/PH SONES DRIVE CONTROL NOTES _MODEL ( WG) TENANT USE AREA(SQ.FT. AREA OCCUPANT PEOPLE O-A. (AREA)x TQTAL IMC REQUIRED SCHEDULED GREENHECK ) (1) 1000 (2) DENSITY (3) FLOW RATE (4) (AREA O.A. FLOW RATE) [(1)X(2)X(3)]+(4}=TOTAL - O-A. CFM O.A. CFM SUPPLY CFM REMARKS EF-1 CEILING R.R. 110 5 100W 12011 10-0 DIRECT ALL NEW SP-A110 RETAIL/LAB/ GREENHECK ELEC./ RTU-1 1,167.55 1.17 15 7.5 (1,167.55)(0.12)= 139.75 271.38 271.38/0.8 339.23 340.00 - EF-2 CEILING 110 .5 100W 120/1 10.0 DIRECT THERMO STAT ALL WAITING FLOOR PLAN SP-A110 IT ROOM _._._ EF-3 CEILING GREENHECK LAB 200 .5 100W 120/1 10.0 DIRECT ALL EXAM/ 1,016.75 1.02 5 5 1016.75)(0.06)=61.01 86.01 86.0110.$ 107.51 110.00 SP-A200OFFICE/ MECHANICAL NOTES: NOTES: 1. PROVIDE WITH BACKDRAFT DAMPER, TRANSITION DUCT AS REQUIRED. 1. OUTSIDE AIR CALCULATION PER GMSC 2010 CHAPTER 4. TOTAL 446.74 450.00 3,150 Engineer of Record 2. PROVIDE WITH WALL SWITCH, INTERLOCK WITH AREA LIGHT. 3. TRANSITION DUCT ROUTED TO ROOF. WILSON & ASSOCIATES SHEET NUMBER 4. PROVIDE RELIEF HOOD AT ROOF. 825W. BITTERS, SUITE 104 SAN ANTONIO, TEXAS 78216 5. CONFIRM MODEL NUMBER(S)WITH OWNER BEFORE ORDERING. TELEPHONE 210 490 1367 KINETICS CONSULTING M I • 01 Mechanical EIectrical Energy Fire Protection 401 Austin HWY. Suite 216 San Antonio, TX. 78209 ph. (210) 734-2208 fax. (210) 734-3637 NEW DUCTLESS CASSETTE UNIT SCHEDULE (VRF) NEW CONDENSER UNIT SCHEDULE (VRF) C N COOLING CAPACITY DATA EVAPORATOR ELECTRICAL DATA CONDENSER ELECTRICAL DATA C O R T L A N D TOTAL OUTSIDE EXT. S.P. EVAPORATOR MANUFACTURER AIR COOLED OUTDOOR CONDENSER MANUFACTURER MINIMUM EVAPORATOR TONS SERVES POSITION AIRFLOW AIRFLOW DROP IN. ENTERING AIR AND MODEL NUMBER CONDENSER TONS AMBIENT REFRIGERANT AND MODEL NUMBER SEER MORGAN MARK CFM CFM °F DB °F WB MBH MBH SENSIBLE TOTAL HP VOLTS PH MCA MOCP LG MARK TEMP. °F VOLTS PH MCA MOCP LG RATING ARCHITECT @ ARI FAC-1 2.0 LAB WALL 500 NONE 0.10 80 67 19.0 24.0 1.0 208 1 6.0 15.0 ARNU-243-SCL4 CAC-1 MOUNTED 6.0 100° 208 3 25.3 40.0 410A ARUN-072-BTE4 13.0 711 N. FIELDER RD. CEILING NOTES: ARLINGTON,TX 76012 FAC-2 1.5 2ND FLOOR MOUNTED 400 NONE 0.10 80 67 15.0 19.1 1.0 208 1 6.015.0 ARNU-183-TQC4 1. PROVIDE REFRIGERANT LINE SIZE AS REQUIRED. 817/635-5696 FAX: 817/635.5699 2. PROVIDE REFRIGERANT CONCEALED IN WALL AS DIRECTED BY PROJECT ARCHITECT. FAC-NOTES: 3. PROVIDE ROOF RUNNERS PER MALL REQUIREMENTS 1. FAC-1 SHALL BE WALL MOUNTED CONFIGURATION. FAC-1 SHALL BE WALL MOUNTED CONFIGURATION. PROVIDE SINGLE POINT ELECTRICAL CONNECTION, AUXILIARY DRAIN PAN WITH FLOAT SWITCH WIRED TO 4. PROVIDE WITH REFRIGERANT CONTROLLER. OWNER: DE-ENERGIZE UNIT UPON RISE OF WATER IN PAN. PROVIDE FILTER RACK FOR 2" PLEATED MEDIA FILTERS, PROVIDE 2"THICK 30% PLEATED MEDIA FILTERS. 2. FAC-1 & FAC 2 SHALL BE PROVIDED WITH ANTI-SHORT CYCLE RELAY. DETERMINE EXACT LENGTHS OF REFRIGERANT LINES REQUIRED AND SUBMIT TO MANUFACTURER FOR CERTIFICATION OF REFRIGERANT PIPE 110,11 ----- SIZING. PROVIDE ADDITIONAL COMPONENTS AS RECOMMENDED BY UNIT MANUFACTURER FOR PROPER OPERATION OF UNITS. 3. FAC-1 & FAC 2 SHALL BE PROVIDED WITH LOW-AMBIENT CONTROLS AND EVAPORATOR DEFROST CONTROL AS REQUIRED TO ALLOW OPERATION DOWN TO 35°F AMBIENT. 4. UNITS ARE HEAT PUMP 5. REFRIGERANT FROM VRF CONDENSER AND BC CONTROLLER. VISIONARY PROPERTIES, INC. 175 E. HOUSTON ST. SAN ANTONIO,TX 78205 210/524-6614 FAX: 210/524-6522 A B AIR - } 0 AX_ 15' OR LESS - B / AIR T- \ AIR FLOW / x FLOW 15' OR LESS n "' FLOW O TRANSFORMATION EXPANSION CONTRACTION W Ce TURNING VANES 0 a ce r, - j[ T TURNING VANES , 0"2i4 Dtie, � L' • L` Z• áTHREE I ;.___J 2/3D CO 90° ELBOW TURNING VANES D O GALV. ALL THREAD ROD CN 45° ELBOW SIMILAR NO THROAT RADIUS SHORT RADIUS FULL RADIUS7-- NN, 1 --- - INSULATED R-6 FLEX DUCT F"' Z� O LOW PRESSURE TYPES AS MFG. GALV. STEEL WITH OUTSIDE CN BY FLEX MASTER OR EQUAL. Z - INSULATION MIN. R6 VALUE UL LISTED 1B1 CLASS/AIR DUCT MATERIAL / n �/ CLASS 1 CORNING OR EQUAL I VOLUME GALVANIZED I v / T : FLEXIBLE DUCT DAMPER N SUPPLY DUCT DUCTWORK --� Z NOT TO EXCEED ot I< = o 1 ` 5 D Cn z OUTSIDE f A. 7 I 7 ' L �I WRAP ) 1 \ .�#1 so vo TURNING VANES(:-..t!.::,) w r 1 az _z J SLOPE=1"IN 7"MAX. T i ,,Xp JO r �-) 1"IN 4 MIN. -710 -() , 1/ i- SUPPLY OR RETURN WYE �' • �'`� N i ')� 90° FIVE SECTION 45° THREE SECTION .}� r IIIELBOW ELBOW �'F` (RECTANGULAR DUCT) Q ' AIR SCOOP 1 112" OUTSIDE W RAP `��.��---`1� SPIN IN CONNECTION INSULATION. Jr- "Clu f il MIN. R6 VALUE I��90 �\ O } Q p D1 NUT NUT ` MINIMUM SUPPORT STRAP PER GMSC 2010 ° 45° I Ar 112"D ANGLE, CHANNEL, OR UNISTRUT. SECTION 603 WIDTH BEING 1 112"WIDE. �� O O 3/4"D { SIZE FOR LOAD. I/ I _\_ r- 90° ELBOW TAKE-OFF ...._,.,_..._._.. ., I ,. ,.. . ,. , ,..,. ob.... _......... - RETURN AIR BRANCH USE ONLY IN AREAS RULL RADIUS ELBOW NOTE: MIN. INSULATION R6 VALUE 90° BRANCH TAKE-OFF 45° BRANCH TAKE-OFF 0 FITTING WHERE SPACE IS LIMITED TAKE-OFF PER OEESC 2010 ENERGY CODE. - -- LCEILING AIR DEVICE AS INDICATE ON PLAN 0 HVAC DUCT INSTALLATION TRAPEZE DUCT HANGER FLEXIBLE DUCT TAPCIHVAC ROUND DUCT FITTINGS SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE F SCALE: NOT TO SCALE FIRE DAMPER WHEN SO INDICATED ON FLOOR PLANS till Fd //)4 O a DUCT SIZE AS INDICATED v0 ON FLOOR PLANS I REVISIONS <> \\<>, J ..... ISSUE DESCRIPTION DATE `� PERMIT ISSUE 01/30/17 f 1 �� 2 PERMIT RE-ISSUE 02/21/17 GASKET OUTSIDE WALL FLANGE MOUNT IN WALL WITH 1 r� %' , , 1-112"X 1-12"X 118" 5" OR 6" RD. GALV. 41.1PN'.°7-.��BIRD SCREENANGLE ALL AROUNDDUCT WORK ROUTE I J�� STEEL HANGEfI C TO ROOF. ROD CONTINUOUS ) / 4(4 y THREAD. �' CEILING 13392 PE / FROM EXHAUST FAN OREGON �� C• ? MD ,./ ',*."---..--L--I:� _ � , _ �-BACKDRAFT AIR FLOW -= / DAMPER - WALL )- i)) -1 ? 9i_j ��DUCTED /Pi , v_ `� �S�I�.��4*,°i►0��'I`►��i�i ��Olp��a�I�� E� ALTERNATE 4 MECHANICAL . I I I [ I 1 I I I I... SCREEN POSITION 4 �' NOTE: SCHEDULES GASKET \-GRILLE 1. PROVIDE 1.0 HR RATED FIRE DAMPER DETAIL PER SMACNA REQUIREMENTS. AND DETAILS Engineer of Record WILSON & ASSOCIATES SHEET NUMBER 5 CEILING MOUNTED EXHAUST FAN :i)EXHAUST LOUVER AND SCREEN FIRE DAMPER DETAIL 825 W. BITTERS, SUITE 104 SAN ANTONIO, TEXAS 78216 SCALE: NOT TO SCALE SCALE: NOT TO SCALE O TELEPHONE 21 O 490 1367 SCALE: NOT TO SCALE 2 . 01 KINETICS CONSULTING 0 1 Mechanical Electrical Energy Fire Protection 401 Austin HWY, Suite 216 San Antonio, TX. 78209 ph. (210) 734-2208 fam. (210) 734-3637 ..._ , C N --- ( _____ ________ __ /" .___ .." .. CORTLAND N. MORGAN DRAIN LINE SHALL BEAT LEAST \ ARCHITECT THE SAME SIZE AS THE NIPPLE OR OUTLET ON THE DRAIN PAN. \ �\ 711 N. FIELDER RD. CLEANOUT '`, ARLINGTON,TX 76012 CAP 817/635-5696 FAX:817/635-5699 PITCH DOWN ■ TOWARD liii OWNER: CLEANOUT DRAIN • = � � ( .11• a .r PROVIDE AT EACH CHANGE — b IN DIRECTION � VISIONARY PROPERTIES, INC. (TYP.) 175 E. HOUSTON ST. SAN ANTONIO,TX 78205 ROUTE TO DRAIN ' DIRECT DRAIN 210/524-6614 AS SHOWN ON ABOVE CEILING FAX:210/524-6522 UNIT DRAIN PLANS . ROOF TOP UNIT C.O. CAP -_, AS SPECIFIED ON ./z- ,, " DRAWING FLEXIBLE — -_ CONNECTION - �--' -- ', VENT = 0 9 0 ROOF CURB, REFER - 11,,, Q TO FLASHING DETAIL \` NOTES: I- - - O ®— O UNIT STATIC PRESS. a b W ROOFING 0 1. FOR DEPTH OF SEAL, i — i 0"-1" 1" 2" SEE SCHEDULE BELOW. IX f t _ 1"-2" 2" 3" 2. LOCATE TRAP SO AS TO • a -✓ ENCLOSE WITH SOUND ROOF DECK O JOISTU REDUCING MATERIAL 5 2.._3., 3.: 4,. BE ACCESSIBLE FOR CLEANING. I SUPDUCAIR RETQ CTN AIR ROUTE TO UTILITY @_1.:)® Z 0 CO SERVICE SINK 0,1 0v) CNI CEILING ,f ROOF TOP UNIT [I- Z V NOTES: 0 ON 0 SET ROOF CURB ON STRUCTURAL STEEL-SHIM DEAD LEVEL. Z 1-- :.:.+: ' r: LJ .]':i:'�`t ::.5..-.4y'a •t a :i'� i;y..+ri'-•':s.�: i': SECURE ROOF CURB TO METAL DECK AND A1C UNIT TO ROOF CURB. ..!.4.,• -.1-....,::!;:x-.,,,-;,:.'4 . ' ;~sf '' `` • -'.. T ALL ROOFING WORK TO BE DONE BY ROOFING CONTRACTOR. /.. ':\'. ''� -' S"`-%- _•` '� `/.,"G•" 7:-c-t-`/..! "•'•t:'•-.• : i:'`.'! i TRANSITION TO C :' * -' ' r {:CONNECT SIZES IN DUCT RISE, REFER TO PLANS FOR SIZES. .�,;•C .•,.. '4. ,tr' rr. • . t j,T°n;..•�`!•3::;?:tiC" �`?,''..`l.''. `..ci ,;:'�„i::}:X:• 1�ke:,1:!'�•{�'.,.-,f3::f,,/,./.%:"' ::%.,;t.` •:.•:�.y..7-r`t-A-e try-V.Sf'Ys ',y..,5 , LINING IN RETURN AIR DUCTS FROM FAN DISCHARGE. t w ` .i,:,....:,.,,,..,.‘,3'= Q 1"ACOUSTICAL r” ,v .,.,. ;, ti" „ r. y,e' r1 r • ❑ °�.}:;:�� ,.Js'% � '<•" . �l'r...• "�� "��4 y1.. ..d ��7i.; ,f-`"f.��t.�,+.`A% �'` j'.+ •.4.:'�•F.'a wr.., ! 1 1'•: ; 1,.-r'��,� f,�.. ..k ..:h�il`,'��:'t':i,ir",.5�i�=,r d;Y'.'�.t,�.'}:;} DUCT TO BE FULL UNIT CONNECTION SIZE. <s:. . f`' - %-y'..::1.t'.:��•,^ t +:� ':;' k:�,-'.' :'1: f ,•,i::i i , .N. :'Y;;':.r!;'r'• �&`v'Y;.:,., •rr,r:'ii..��ii=��.'��4i;_i .,gC...,i -:..:�,:fiys, �.+_;r;r.. k..n ! ..+-,�i c. • 'if ti .F t'. •i rr ... yt 1 1 51'i,:':•i:,• i l-, ..-•l,>;. ':Sf�.Y'>�',.Y 'Y`: Z,:S•ri."$r ��1•Z.+4 fT,Y}t tfY,,^(4:p:"r=.F} L �Y ",�• �l'S��V fyY.Y�i •+T..4 - Y'- , �l�;..?. ,}.•'fit!:Ott ' '•i �- "1 i`..�:L,� .:4 .'�.:i 's.'•.i • 1 .W�Ar..•" r.?• iT'i+.� C. REFER TO SITE FOR JOIST LOCATIONS. '. '� -, i:'•:1•<;j r, s' ,j"•{•y .{,.A • is^.•-.,y:,i:'a.:' {. r"„ ^''i;': -;i ':' -.: 11.,:r,,t ".`,,v-,,, . v.+Y H:{;..}•':�-'I„.x.i,r' :';1-r !; •.•3'k..r Y->T.y...,a..', i;;.,.�., ;Lr:4r�..1 ® PACK OPENING BETWEEN ROOF DECK AND DUCTS WITH FIBERGLASS "(:i;'p''?-,'1:.:'; 5 '`?;";.''k.:1,.,�. .,..,z,rt'�''' : ,? ':=%:';'� '•-- '�s xa ;S~ ----•� INSULATION. 1 :•,�,, ar . <;'.• :i �'f �. ,:, • v.'t+:i,,,,I.:..,...:-•.: •.8'.,'11.,1.. •;-{4•L'a i,s,i': ' $6L,,„•i•'i;f'd,�,k. Y" .,s-.'.rl"yC: ..,,i, .i,.;.w J,.--,. - '.r•. : •e } ti'. `.',.:` :v :1.r4 .'w'M:,,S IA."<�w-.y''-?;:.' .. x ..j:,•;,; .,7j.%S '.. .:.,.s;•F;....`Piw•�• e'1' _i:,•. :,;',r..i` i',: {`.-`''.....,..S'. •: �i'.ir''.,':,o °.r:`v:•' ;•s','--. thy,;,'i'"_5;t.=-:,;'f.:::f('v•.T.'•3:.;isf2_w-,,„r.,,:i:,?...: .t'-',•i'.•7 CN ® SMOKE DUCT DETECTOR IN RETURN AIR DUCT TO SHUT DOWN ON ALARM. FLASHING - �.u:<i.y.;_...,-.-.};;.s,,.p ,,,.;,t,.. t * .s ,.. •;., .. �:;><:>..�,_�..;..,�.,r:�, .�x',A,��r;.t:;,_i",..;:�.:.•:.:-'.f�:;�.;, INSTALL AND WIRE SMOKE DETECTORS. DO NOT PROVIDE IN UNIT - ' ” Y`'`` ^ ... !yx:rj Q COORDINATE WITH ROOFING ROOF TOP UNIT CURB � UNDER 2000 CFM. CONTRACTOR FURNISHED BY UNIT MFGR. ® FILL ROOF CURB WITH 6"THICKNESS OF BLANKET INSULATION. �— he 'cr ® 1 114" PVC CONDENSATE DRAIN. 1111fiJiJlii11tlirA>il'Ii1A — I I 1". <l I 111` // Q ® FLEXIBLE CONNECTION - (TYPICAL). U `\ U U U 0 10 MANUAL BALANCING DAMPER WITH LOCKING QUADRANT. 11 CONDENSATE DRAIN ROUTED TO MOP SINK, SEE SHEET P1.01. Z 0 ROOF TOP UNIT INSTALLATION RTU ROOF CURB 3 DUCTLESS UNIT WALL MOUNTED cn a SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE i 25.0" / - MOUNTED DIRECTLY TO UNIT. GALVANIZED UNISTRUT FRAME O tai .--.1-1 I I rt ON KINDORFF ON N O CHANNEL 4 1-\\L' w /2 OFF REVISIONS J L ISSUE DESCRIPTION DATE 1 PERMIT ISSUE 01/30/17 2 PERMIT RE-ISSUE 02/21/17 • ' 1 25.0" FEATURE QTY. SIZE OPTIONAL FLEXIBLE WATER AIR COOLED A DISCHARGE 3 5-1/40 TIGHT CONDUIT. CONDENSING KNOCKOUT UNIT SECURE UNIT TO PAD WITH P ' i''WIDE GALV. STRAP AND ��'' +„y ,_,,,A, SCREWS (TYP. 4-CORNERS) B FRESH AIR INLET 2 1 114"x 2-112" �" /-------' } KNOCKOUT 4ter 9 EXPANSION ANCHOR 13392 PE i �o 1 11 °I i / OREGON kl ROOF IBI EI s, NOTES: �] A 1. ROOF RUNNERS BY GENERAL CONTRACTOR 2 - �, I + — CONTRACTOR SHALL FOLLOW ALL , r ,, MANUFACTURES RECOMMENDED SERVICE AND OPERATION CLEARANCES FOR UNIT. 22.5" - \ MECHANICAL FAC-1 UNIT CEILING MOUNTED AIR COOLED ROOF MOUNTED, DETAILS CONDENSING UNIT INSTALLATION 4 SCALE: NOT TO SCALE © SCALE: NOT TO SCALE Engineer of Record WILSON & ASSOCIATES SHEET NUMBER 825 W. BITTERS, SUITE 10.4 SAN ANTONIO, TEXAS 78216 TELEPHONE 210 490 1367 i KINETICS CONSULTING IJI3 • 0 1 Mechanical Electrical Energy Fire Protection 401 Austin HWY. Suite 216 Son Antonio, TX. 75209 ph. (210) 734-2208 fax. (210) 734-3637 NOTE: DO NOT SCALE THESE DRAWINGS FOR CONSTRUCTION INSTALLATION. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. C N CORTLAND MORGAN ARCHITECT / 16'-3 9/16" / 9'-3 1/8" / 9'-3 1/8" / 13'-4 5/8" / 12'-6 11/16" / RISE CONDUIT UP IN RISE CONDUIT UP IN WALL RISE CONDUIT UP IN WALL UP TO UP TO ACCESSIBLE CEILI G RISE CONDUIT UP IN WALL WALL UP TO 711 N. FIELDER RD. ACCESSIBLE CEILING UP TO ACCESSIBLE CEILING 12 AR _ ,: _ / .., �:.: 817/635-5696 E ACIGE' le ::I ,. ,p_-.._.,, ��`►®w:IY '' `:�1 :.:--- iV ��r _ . s .R. .5. :�: 13 J a ; ■ I, FAX.817/635-5699 r .. � } �. G(5)GFCI AFF IO. I { .O 5 GFCI ..,,,... 1 B1 ER-1] _. .... B1 =��'��::::.::: B1 B'1 61 B1 � OWNER: -1 ' _ _' 23 2 4'-115116" 27 4'-1113116" 1 29 11 RES OO 'i� L, Fi. TROOM - FC GFC 33 ( B1 B1 L' PI me 11111;11111k=.-.„---__ O I f1 I, - CTIN a 41 5 �. RE G 37 Ail1.g ...., (►1.9�?..MN I 13 9 / 39 35 V f� \ O O ,J w ... \ } ._ v GFC VISIONARY PROPERTIES, INC. - g F 175 E. HOUSTON ST. C _ 13 9 112 -- 12' 10 11116" '?.;\ `_...-:; ■r.: B1 / I ...... Al SAN ANTONIO,TX 78205 @44'. 31 27 6 i v---.--. :;: 1,-Lin/ . FAX 21 / 24 6522 10/524-6614 , , 1 ,, . AFF # I I.".,..« 10 1 .., z • 1�1 0 i�: cn rU i CORRIDOR • -1(3--- 5' 10 1/8" X 29' 10 1116" - I 11' 1D 114" --- ! RETAIL ( if 4 B1 P lieH-1 , W_ • 5 ! ' _____I 1l1 RISE • -r< .. 21 =f .ii 0 . •ILS I I 7.5 TON A lLING B_ • .;: CC' - • E 7\ \ ,,.-±1,----1' s, i'm ----: :: _..... . 7'-3 7/8 Y I LLI ka Al 1 Al .: gre Al s;::� ::) :3: ,. @ 21 23 41 k 44 AFFI �; .... f '1 ?NV \_ :� - e, - 25 / 13'-10" / ":s 12'-1011116" / GFCI � ) I :v... -`,, Al EF B1 • O . iii• , •I 29 -3! ` • 11A Ia L�, © o ❑ CONTACT LENS .�. .. --,-&.i j k.• PR>:: Al �r1E ROOF0 \ k �. \ a ce ;, lfl.,... 39 ° WP/GFCI "_ V �# i )07 81 ■;�. ' A11 0l 103 �/5�?GFCI D� `` 1 B1 ,. y «,,, y r �A35 21 19 P 1. ... 11 E 5 1 Z ... @40"AFFI PRE-TEST ► s • 31 CAC-1 I 5'-5 118" 5' 4 9116" CO 3'-7., GFC`: •- O, Al Al ^ 6.0 TON B1 P 1B1 B1 (f) �........_.. ROOF Al AT QO QO .., ‘-_ ,ittc. 33. - 35< *'� ,. 19 17 15 3 . 14 I _ �.. a =: c � z I� Amu_ r : .. .. .. . ... RISE CONDUIT UP IN WALL t:f Z NORTH B1 UP TO ACCESSIBLE CEILING i;`, - 0 f / / 9'-3 118" / - 13'-4 518" - - / 13'-4 518" / 8'-5 1/16" + 0 42 40, Z FLOOR PLAN - POWER B1(---NII,; 38, SCALE: 114"= 1'-0" 34,36 2'-0 3/4" a FAC-1 .� 2.0 TON (") Z G POWER KEYED NOTES O POWER KEYED NOTES (CONT) o% Q Q Lin- J O PROVIDE SMOKE DUCT DETECTOR AND CONNECT TO THE NEAREST FAC-2 LOCATED IN LAYIN CEILING. 01 ce 120 VOLT CIRCUIT. '*F. O 4. PROVIDE ROOF RUNNER SUPPORTS 8 CONDENSING UNIT ON ROOF N � 2 INSTALLATION HEIGHT FOR POWER OUTLET FOR WALL DISPLAY PER LANDLORD REQUIREMENTS. �� " 'R" '=' �� PANELS SHALL BE COORDINATED WITH VISIONWORKS. OUTLETS 111 B1 24' �.: �� SHALL BE MOUNTED HORIZONTALLY. 85'AFF TO CENTER OF J BOX; ©9 CONTRACTOR SHALL PROVIDE HEALTH CARE GRADE WIRING (� O RACK 1 ,A . i PANE=fi 3 B1' PROVIDE WITH LIGHT ALMOND PLATE. WALL DISPLAY UNITS ARE TO METHODS. PER NEC 2014 ARTICLE 517 FOR ROOM(S) 106, 107, 109, 14 16p"- "-` : 22. AFF BE WIRED IN TANDEM. AND 111. O PANE. rs_ >:; - SCOPE OF WORK SHALL INCLUDE BUT NOT LIMITED TO: O . . . wi O -/ BREAK ROOM/ .�.�-.- 54" Al 0 AFF STORAGE 3 ELECTRICAL PANELS SEE ELECTRICAL RISER DIAGRAM SHEET E3.01. (I) THE METAL RACE WAY SYSTEM, OR METALLIC CABLE B1 r ® ARMOR, OR SHEATH ASSEMBLY SHALL ITSELF QUALIFY AS Z TC ALM C1 C2 C3- Al 2+t I 02 4 POWER OUTLETS AT 44" CENTER OF THE J-BOX, SEE DETAILS No.9 AN EQUIPMENT GROUNDING CONDUCTOR AS IN g AND No.10 ON SHEET E4.01. ACCORDANCE WITH 517.13 AND 250.118. 0 �t ® FAC 2, © FAC 2 B1 aw 24 (II) WIRING METHOD APPLIES TO ALL RECEPTACLES, WALL 5 ALL POWER OUTLETS IN LAB SHALL BE 42"AFF VERTICAL MOUNT SWITCHES, EQUIPMENT AND LIGHTS. y Alt (TYPICAL). (III) ALL GROUNDING SHALL BE ISOLATED GROUND, FROM 1 ( EACH CIRCUIT BACK TO PANEL BOARD. 6 CONTROL WIRE AT SIGNAGE ROUTE THRU TIME CLOCK IN © FAC-2 ELECTRICAL ROOM. 101 POWER OUTLET AT 40" CENTER OF THE J-BOX, SEE DETAILS No.2 ON O SHEET E1.03. ' " * "' '" } � :`�� y ;�� ;;:'� TELEPHONE BACK BOARD. SEE DETAIL No.3 ON SHEET E1.03. NORTH Q POWER FOR TELEPHONE BACK BOARD. + 0 UPPER FLOOR PLAN - POWER O ROUTE WALL DISPLAY CIRCUIT THROUGH CONTACTOR. POWER GENERAL NOTES SCALE: 114" 1' 0" 0 LOCATION OF WALL DISPLAY CONTACTOR SWITCH. dj EF-2 OPERATION SHALL BE CONTROLLED BY ROOM T-STAT. 1. PANEL BOARDS WITH BOLT-ON CIRCUIT BREAKERS. 41) WATER HEATER MOUNTED ABOVE CEILING. 2. PANEL BOARDS WITH SWITCHING DUTY (SWD) CIRCUIT BREAKERS FOR LIGHTING CIRCUITS. ® SHOW WINDOW RECEPTACLES MOUNT HIGH AS POSSIBLE NEAR 3. PANEL BOARDS WITH COPPER BUSSING ONLY. O CEILING PER ART.210.62, 2014 NEC. a 4. ALL WIRING TO BE INSTALLED IN CONDUIT RACEWAY. U 14 CASHWRAP STUB UP 3-GANG FOR POWER, TELEPHONE, DATA. SEE 2 0 DETAIL No.6 ON SHEET E4.01. POWER RECEPTACLES PROVIDED BY 5.A COPY OF THE FINAL ELECTRICAL LOAD DATA IS TO GO TO THE OPERATIONS DIRECTOR. MILLWORK SCOPE OF WORK. REVISIONS 6. IG= ISOLATED GROUND SYSTEM SMOKE SENSOR ® LOCATION OF TIME CLOCK. (120 VOLT) ISSUE DESCRIPTION DATE WITH SOUNDER BASE 7. ONLY SAWCUT (FLOOR SLAB ON GRADE-VERIFY)THE FLOOR SLAB - COORDINATE WITH 120V DUPLEX SURVICE FITTING LOCATION OF VISIONWORKS ALARM SYSTEM. (120 VOLT) MANAGEMENT- MAY REQUIRE AFTER HOURS WORK. REPAIR/PATCH PER CR: TERA AND LOCAL 1 PERMIT ISSUE 01/30/17 EQ 1 EQ / HUBBELL S 3925 CODES. 2 PERMIT RE-ISSUE 02/21/17 El / VISUAL STROBE IN ADA40 120 VOLT RECEPTACLES MOUNTED IN MILLWORK, RECEPTACLES TO AND PUBLIC AREAS \ o 0J 1 BE LOCATED WITHIN MILLWORK DOORS. DO NOT PLACE BEHIND 8. ALL WIRE SHALL BE COPPER. BRASS CARPET OR TILE FLANGE DRAWERS. CONTRACTOR SHALL VERIFY 9. GROUND SEPARATELY DERIVED SERVICE. INCLUDE BUILDING STEEL IN GROUND IF POSSIBLE. '' CHIP HOLE AS REQUIRED 18 LOCATION OF LIGHTING CONTACTOR. ,i ' ,� I a AND FILL WITH CONCRETE 10. NEW ELECTRICAL WIRING MUST BE KEPT AS "INTERIOR"WIRING AND MUST BE COORDINATED WITH �k- r44%, �` CARPETING I 19 SELLING STATION 2-GANG STUB UP FOR POWER AND DATA. SEE MANAGEMENT. �S` `/ .! LIGHT SWITCH OR TILE ' DETAILS No.4 AND OR No.5 ON SHEET E4.01. POWER RECEPTACLES I ' +� -IP) llIikilli oluI10 Ili 1111I1lollli1oI r 7 I JiJiul�uUtUuuulmlmiiuiiuilulmii PROVIDED BY MILLWORK SCOPE OF WORK. 11. ALL REAR ENTRIES MUST HAVE DOORBELL FOR DELIVERIES. r A - . . . I _J a •---a 13392 P 4 a• a. 4 4, STAMPED Q 120 VOLT POWER REQUIREMENT @ CASHWRAP. CONNECT TO 12. ALL ILLUMINATED SIGNS MUST BE CONTROLLED BY A 7-DAY TIME CLOCK. OREGON d • • STEEL MILLWORK PROVIDED POWER ELECTRICAL RECEPTACLES. ./fj ,:i.% - G CO wz_ 6 - a 4 : FLOOR 13. STOREFRONT SIGNS MUST HAVE A SEPARATE DISCONNECT SWITCH. IP 1, 19 _I- = co d • - / d OUTLET I PROVIDE SAFETY SWITCH DISCONNECT AS REQUIRED BY NEC 2014. • ✓OHI/ WI .S`-' x (o BOX. 14. ALL LIGHT FIXTURES, WIRING METHODS, ETC. WITHIN A PLENUM CEILING MUST BE'PLENUM �f LJ wp VARIES 11 HUBBELL LOCATION OF VISIONWORKS IT NETWORK. APPROVED'AS PER LOCAL ORDINANCES. �] � A� I 0 z v 1- a C ED ! B-2529 "- a 4 • 15. ELECTRICAL EQUIPMENT, MATERIALS PRODUCTS AND EQUIPMENT INCLUDING ALL COMPONENTS p C) Q� • - • v 3 120 VOLT POWER REQUIREMENT @ DISPENSE. CONNECT TO w O0 a c d • 4 G MILLWORK PROVIDED POWER ELECTRICAL RECEPTACLE. THEREOF SHALL BE NEW; SHALL BE UL LISTED AND MEET N.E.C. STANDARDS. RIGID OR ELECTRICAL ri- r • • 91 METAL TUBING (EMT)ARE REQUIRED, FLEX OR MC CABLE WILL ONLY BE USED FOR LIGHT WHIPS (MAX. m `r ©4 COORDINATE LOCATION OF ROOF TOP UNITS (RTU) IN TENANT LEASE 5FT. ea.), IN CONSEALED CASEWORK AND FOR FINAL CONNECTION TO VIBRATING MOTORS AND FLOOR MOUNTED TRANSFORMERS. SPACE. FLOOR PLAN ©5 FOR PROPER MOUNT OF QUADRUPLEX RECEPTACLE AND RECESSED 16. NEED ALL CIRCUITS IN LENS PREP IDENTIFIED BY THEIR CIRCUIT NUMBERS ON PLAN AS WELL AS AT POWER DEVICE HEIGHT INSTALLATION i®_. SINGLE FLUSH FLOOR 120 VOLT RECEPTACLE CLOCK RECEPTACLE. SEE DETAIL No. 1 ON SHEET E1.03. PANEL SCHEDULES. 017. ALL OUTLETS (RECEPTACLES, DATA, AND TELEPHONE) HEIGHTS SHALL BE 18" TO THE CENTER OF THE Engineer of Record SCALE: NOT TO SCALE SCALE: NOT TO SCALE Q 120 VOLT RECEPTACLE FOR FLOOR DISPLAY FIXTURE.SEE DETAIL J-BOX UNLESS OTHERWISE NOTED OR AS SHOWN ON SPECIFIC DETAIL. WILSON & ASSOCIATES SHEET NUMBER No.3 ON THIS SHEET. 825 W. BITTERS, SUITE 104 SAN ANTONIO, TEXAS 78216 TELEPHONE 210 490 1367 KINETICS CONSULTING E 1 ■ 0 1 Mechanical Electrical Energy Fire Protection 401 Austin HWY, Suite 216 San Antonio, TX. 78209 ph. (210) 734-2208 fax. (210) 734-3637 NOTE: DO NOT SCALE THESE DRAWINGS FOR CONSTRUCTION INSTALLATION. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. C N CORTLAND MORGAN ARCHITECT RISE CONDUIT UP IN WALL RISE CONDUIT UP IN WALL RISE CONDUIT UP IN WALL r UP TO ACCESSIBLE CEILING UP TO ACCESSIBLE CEILING UP TO ACCESSIBLE CEILING 711 N. FIELDER RD. �1 ,QCT ' ARLINGTON,TX 76012 Niiiiiiiiiiiiiiiiiiiiiiiffiftemmililililililililililililililililililililililililiiiiiiii .:. :: • .:. . • :: ,r; . :: :: is,.>, .r ,.a'C`� :� / - 3)' - Wit.";, :.; ::.: .;:. > y ::.: .;: ::.: ,,�;, /. :.; ::: ;•a tea.': ' :�'� ,# '�.a�l ---- '� . .::. : ,V..:. v,;;i k: :. -. . .,r,W. N/- ... .. #,AA ,�l..i+#.rn:r r�»� k .tfi.w:.,:.Ii . . ,,-.e - , - "_= a VAWFAj►1 . '.. *AV VA�� 817/b35 5b96 5R 5R DATA 1 D FAX 817/635-5699 C') (M. (1)CAT-5E> II _. # I 1 OWNER ONE,L5 (1)CAT-5E XXXX 0 RESTROOM I 1 �1; " UNDER FOLOORTS D p g I> F3. i r----, NDUIT DATA 1,2 3-1 1/4" CONDUITS 1 ! �, •4: lc -_D-D-- - �-1 -.UNDER FLOOR . 1' 6R RE •RIS I G 6R UNDEROFNOOR UNDEROFLOOR jL (2)CAT 5E .r . � `�'� z I moi' ®e - --.1-- . .. I a 1 DATA 5 6 1 11 - 1 - (2) CAT 5E f 01,, �` U VISI NC.. {1D)CAT SDE: DTE. HOUSTON ST.1 © O © SAN ANTONIO,TX 178205 175 T rE PHONE L$ p F 1 (f)CATSE I DATA 9,13,14>15 210/524 6614 CASHWRAP �.. , i FAX 210/524 6522 1 (4) CAT 5E - 3-1 1/4" CONDUITS �'f --- - -- - PHONE L 1 , 7 � UNDER FLOOR 7 t PHONE L2 O8 (2) CAT-5E \` RRIQOR RETAIL ,, u _.___,� �' („LL._ -T-- I Q MI • ,, WIRELESS I �® l • ,_ 17 51 }C 5E 0 FAX L3 > ?, , ...... f% 3 C PHONE L4 r. a ,• ` (2) CAT-5E _4:.:r IIJ 5G i ( DATA 16,17,18,19 \ u , 3 W 2C ( CASHWRAP 'N -fir (4) CAT-5E �. I= • DATA A'FF CONTACT LENS, -- . DATA 22> • N� y, I ...;.:..;.f..,... .[- . 1[1'.trri: C ...._ � DATA23 24`� V LENS !!!' FILE/ST RSO DATA 7,8 H^ DATA 3,4 (1� T::-:;:,:.. � 1 - � :�s'' (1) CAT-5E I • '4•. _ CI De 4C V, T.. 5E (2) CAT 5E 107 ..,(4)CAT-5E � ( r I��(2) CAT-5E DATA-2526 ) 2)PA Hb E �{ y . 1'' CONDUIT-- `► (DATE UNDER FLOOR © UNDEROFNOOR co,' � : PRS- OD Z i 1 � I Jif .., , /�A��zW. .� , � f�L)F., 2 ::. "% ...::::..:. � _ � ......._ � :. ...�� :.h/-/. .+,"f V RISE CONDUIT UP IN WALL Z I- NORTH UP TO ACCESSIBLE CEILING --- • ( c - __E _ 0 zo FLOOR PLANCOMMUNICATIONS tin SCALE: 1/4"= 1'-0" Q GCOMMUNICATIONS KEYED NOTES * COMMUNICATIONS KEYED NOTES (CONT) _ 0 c) /� Z I LOCATION OF NEW TELEPHONE BACKBOARD. 1© CONTACT LENS NETWORK TELEPHONE/DATA TERMINAL < Q 22•v LOCATIONS. REFERENCE DETAIL No.2 ON SHEET E1.03. SEE CONTRACTOR SHALL PROVIDE CONDUIT AS REQUIRED BY RISER FOLLOWING APPLIED KEY NOTES: R2 DIAGRAM FOR DATA NETWORK. 1C SINGLE GANG BOX WITH (1)CAT-5 DATA CABLE TO RACK. O WIRELESS PHONE. (DATA 28 @ 40"AFF). OSELLING STATION 2-GANG STUB UP FOR JUNCTION BOXES SINGLE GANG PULL PLATE (HOME DEPOT PART#877074) he Nzr IT """""""' POWER AND DATA. SEE DETAIL No.4 ON SHEET E4.01. WITH PULL STRING TO SINGLE GANG PULL BOX BEHIND -it_ RACK PHONE L16 r,; ;, E18" AFF I f MONITOR. LOW VOLTAGE CONTRACTOR TO INSTALL Ce°SAT-5E 1 CD _;4 5• TWO RJ.45 PORTS PER EACH SELLING STATION. SEE DETAIL No. 4 PROPRIETARY EQUIPMENT CABLE. (DATA 30 @ 45"AFF). O f-- '/-'' '' 'L' ' sT ON SHEET E4.01. n 3C SINGLE GANG PULL PLATE (HOME DEPOT PART#877074) ��T� - r.: -_::_, BREAK ROOM, 20 16 LOCATION OF HOMERUN FOR DATA NETWORK. Q I _ I ! STORAGEWITH PULL STRING TO SINGLE GANG PULL BOX FOR CARD O y AAA PHONE L15 OFFICE ' SWIPE. LOW VOLTAGE CONTRACTOR TO INSTALL Z 44"AFF 2 7 CASHWRAPSTATION STUB UP 3-GANG FOR POWER, TELEPHONE PROPRIETARY EQUIPMENT CABLE. (DATA 29 @ 40"AFF). O �, (1) CAT 5E AND DATA.. SEE DETAIL No.6 ON SHEET E4.01. QQQ , <:;<>< . s u 4C SINGLE GANG BOX WITH (1)VOICE CAT-5E FOR WALL MOUNT 171192 i 8 NO COMMUNICATION SCOPE OF WORK IN THIS AREA UNLESS PHONE BY GC; LOW VOLTAGE CONTRACTOR TO TERMINATE. QQ SPECIFIED BY CM. (PHONE L8 @ 29"AFF). 2122324 AAAA .... O TELEPHONE AND DATA OUTLETS. SEE DETAIL No.10 ON SHEET 5C� SINGLE GANG BOX WITH (1) CAT-5 DATA CABLE TO RACK. 25262728 E4.01. (DATA 27 @ 44"AFF). •+/ OLOCATIONS. O QUADRECEPTACLE .iiawr/ lf:wli.uG• ` ::`•,moo '.a.-',..:,..,,,,,„:•::::.:,...:. -' 2:::::::.,,,,...,................, �� ,.. 10 REFRACTING NETWORK TELEPHONE/DATA TERMINAL 13 PROVIDE BOX PLATE WITH FOUR EACH RJ45 P. REFERENCE DETAIL No.1 ON SHEET E1.03. SEE FOLLOWING TERMINALS. 33343 NORTH APPLIED KEY NOTES oAi,‘ Z UPPER FLOOR PLAN - COMMUNICATIONS - 14 W PROVIDE DUPLEX RECEPTACLE BOX PLATE WITH TO EACH RJ45 ,E ) �1�R, SINGLE GANG BOX WITH (1) CAT 5E DATA CABLE TO RACK O TERMINALS. 4142 SCALE: 1/4" = 1'-0" (DATA 31 AND DATA 35 @ 24"AFF). DATA ,_ 2R- SINGLE GANG BOX WITH (1) PULL STRING TO HIGH BOX HOMERUN T 5E I DATA CABLE (CAT-5E) : . BEHIND CHAIR & (1) PULL STRING TO LOW BOX BEHIND (42)CAT-5E TELEPHONE DISTRIBUTION . CHAIR. LOW VOLTAGE CONTRACTOR TO RUN DVI AND COMMUNICATIONS GENERAL NOTESta PROPRIETARY EQUIPMENT CABLE (@ 24"AFF). 1, TELEPHONE PATCH PANEL, CONTRACTOR SHALL FIELD VERIFY. RETAIL RETAIL / OFFICE / EXAM / LAB I IT ;3R SINGLE GANG BOX WITH (2)VOICE AND (2) CAT 5E DATA O CABLES TO RACK BY GC; LOW VOLTAGE CONTRACTOR TO 2. ALL COMMUNICATION CABLING SHALL BE ROUTED AS HOME a DATA#(s) SERVICING I DATA#(s) SERVICING TERMINATE. (DATA 32, DATA 33, PHONE L9, PHONE Li 0 RUNS FROM EACH DATA OUTLET. U ROOM /AREA ROOM # THIS ROOM /AREA ROOM/AREA ROOM# THIS ROOM /AREAO AND DATA 36, DATA 37, PHONE L12, PHONE L13 3. DATA AND TELEPHONE CAT-5E WIRING SHALL BE ROUTED IN @ 50"AFF). SEPERATE CONDUIT. RETAIL: SELLING STATIONS #100 1,2,3,4,5,6,7,8 RETAIL: CASHWRAP #100 LI,L2,L3,L4,L5,L6 REVISIONS 4R DOUBLE GANG BOX WITH DUPLEX RECEPTACLE AND (1) 4. HOMERUN ALL DATA TO PATCH PANEL AT IT ROOM UNLESS CAT-5E DATA CABLE TO RACK AND (1) OPTOS CABLE TO ISSUE DESCRIPTION DATE RETAIL: CASHWRAP #100 9,13,14,15,16,17,18,19 LENS PREP #103 L7 PRE-TEST CAB (FX-35). (DATA 34 AND DATA 38 @ 18" AFF). OTHERWISE NOTED. 1 PERMIT ISSUE 01/30/17 5. CAT-5E OUTLET HEIGHTS SHALL BE TYPICAL 18"AFF TO CENTER 2 PERMIT RE ISSUE 02/21/17 5R . SINGLE GANG BOX WITH (1)VOICE CAT-5E FOR WALL MOUNT OF J-BOX AT SITTING AREAS. WIRELESS ROUTER/ PHONE/ ROUTED TO 10,11,12 CONTACT LENS #107 L8 PHONE BY GC; LOW VOLTAGE CONTRACTOR TO INTERNET 'IT RACK'. TERMINATE. (PHONE L11 AND PHONE L14 @ 50" AFF), 6. ALL OUTLETS (RECEPTACLES, DATA AND TELEPHONE) HEIGHTS -1 �6R� SINGLE GANG PULL PLATE (HOME DEPOT PART#877074) SHALL BE 18" TO THE CENTER OF THE PLATE UNLESS OTHERWISE LENS PREP #103 20,21 REFRACTING ROOMS #109 L9,L10,L11 NOTED OR AS SHOWN ON SPECIFIC DETAIL. 01 I:R F s WITH PULL STRING FROM COUNTER DRAWER LOCATION BY . 4,.‘i* ��, ``N ,f'� ---. #111 L12,L13,L14 GC; LOW VOLTAGE CONTRACTOR TO INSTALL DVI CHORD 7. ELECTRICAL SUB-CONTRACTOR TO PULL ALL CAT-(5E)'S AND TO �' e, Rca PRETEST #106 22,23,24,25,26 RETAIL'S iT/ ELECTRICAL ROOM #201 L15 FOR MONITOR (@ 83"AFF), BE TERMINATED BY LOW VOLTAGE CONTRACTOR. �' r\ (lik3392 PE SINGLE GANG PULL PLATE (HOME DEPOT PART#877074) WITH PULL STRING FROM COUNTER DRAWER LOCATION BY 8. ELECTRICAL SUB-CONTRACTOR TO ENSURE THAT ALL DATA OREGON OFFICE #200 L16 PORTS ARE NUMBERED WITH CORRESPONDING PORT AT CONTACT LENS #107 27,28,29,30 GC; LOW VOLTAGE CONTRACTOR TO INSTALL HOMERUN BOX. '001. "9 4 PROPRIETARY EQUIPMENT CHORD. (@ 18"AFF). REFRACTING ROOMS #109 31,33,34,37 NOTES: 11 BURGLAR, FIRE ALARM AND ROLLOVER PHONE LINES. 9. HOMERUN ALL DATA TO PATCH PANEL AT IT ROOM. JOHN WOL-50� #111 32,35,36,38 1. 1"CONDUIT EA. TYPICAL (IN WALLS OR FLOOR ONLY). 10. ALL DATA/PHONE TO BE INSTALLED INA SINGLE GANG TWO PORT a, a,7' - 2. 1" EMT RUN OUT AND TERMINATE AS REQUIRED PER ELECTRICAL RISER. BOX. FUTURE OPTOS ROUTED TO 39,40,41,42 SEE DETAIL NO. 11 ON SHEET E4.01. 'IT RACK' 3. AT ELECTRICAL ROOM: 11. ALL TELEPHONE AND DATA TO BE PROVIDED WITH CAT-5E a) GND. AS REQUIRED, SEE DETAIL NO. 11 ON SHEET E4.01. CABLING AND TO BE TERMINATED BY LOW VOLTAGE NOTES: b) 120 VOLT CIRCUIT. CONTRACTOR. 1. ROUTE FLEX CONDUIT WITHIN CASEWORK TO DATA RECEPTACLE AT'IT RACK'. 12. DATA CABLE SHALL BE BLUE IN COLOR AND VOICE CABLE SHALL FLOOR PLAN 2. DATA CABLE IN 1" CONDUIT. (IN WALLS OR FLOOR ONLY) BE WHITE IN COLOR. COMMUNICATIONS 3. JUNCTION BOX IS UNDERSIDE AT'IT ROOM'. 4. ROUTE EACH DATA CABLE TO 'IT RACK'. 5. ALL CABLE SHALL BE PLENUM RATED. PROVIDE 15'COIL ON BOTH ENDS OF Engineer of Record - CABLE FOR TERMINATION BY LOW VOLTAGE CONTRACTOR. SHEET NUMBER 6. a) CAT-5E WIRING SHALL BE PLENUM RATED. WILSON & ASSOCIATES 104 b) CAT-5E WIRING AT'IT RACK' EXTENDED OUT TO LOCATIONS INDICATED BY SAN ANTON ORSEXASW. BITTE , TE 78216 PLAN (VERIFY WITH OWNER P.O.S. SCHEMATIC). TELEPHONE c) TERMINATIONS AND CERTIFICATIONS WILL BE DONE BY LOW VOLTAGE CONTRACTOR. KINETICS CONSULTINGEl • 02 7. CONTRACTOR SHALL PROVIDE ALL CABLING. Mechanical Electrical Energy 8. DATA AND TELEPHONE WIRING SHALL BE CAT-5E. Fire Protection 401 Austin HWY, Suite 216 Son Antonio. TX. 78209 ph. (210) 734-2208 fax. (210) 734-3637 NOTE: DO NOT SCALE THESE DRAWINGS FOR CONSTRUCTION INSTALLATION. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. i C W CORTLAND MORGAN ARCHITECT I 711 N. FIELDER RD ARLINGTON,TX 76012 » , a so ., A , �:, : // � F:,, :.<. ;», :is i' :, ,, „ , : ::,: �»�.�� • '•••••••' '•••";-• %/%//! u //.! i ,. . /,////// z" A, 817/635-569b ..,.•.s-- ;ate fes. -- _ it,lit. I 1111111 I �'.' 14 r:V..."syM"f' 1111` ■� vti a - I-1-, $!!gg • Uy ; i *. I 4 i ¢. 7 FAX. 817/635-5699 { ] S , :` .....__..._.r ..7 �' \.'.. ..r. - I �....----, :, .n;----- I 1 1-; - l�- 1 1 E OWNER: • i0M . 301 Oirik...,..---_____ __ E # : . 0B _1 :ItA.r1 Al - ' � am `�. 'Nu O -. 0 1 � _• 1 > ' I 1k,►:■ O + E .i ■ ►/ , \A1 ; VISIONARY PROPERTIES INC VI I4-1){4Th. 9 rMaiwri Ais 0" , 111111111.11i A ' #t Al E # I PPP t: I ;.;r`- -�ffl A2F Al ... I\11®1 .A1E a Al M ._ Al ............. - MENE■■� 6 _1 175 E. HOUSTON ST. -�� , + , =>1 I SAN ANTONIO,TX 78205 4 A 3 /i/ •r.... r... , I :I / , , 210/524-6614 �C # : III , rt, - , FAX 210/524-6522 MIRE . , . IA1E / g�wyq rI ' , di E ...4 k..t, 0,4 0 libthib_ r. , , , \ iiirtIM I_ f 1 �EINElem �/ . krf- 1/11i '.as , I'll III int 1 ' _ . ... 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Z I— /'�� LL - NORTH _E _ 4 FLOOR PLAN - LIGHTING N Z 0 SCALE: 114" = 1-0" Q = 0 LIGHTING SCHEDULE cr) Z o• Q Q TYPE QUANTITY DESCRIPTION MOUNTING LAMPS WATTS VOLTAGE MANUFACTURER CATALOG NO. 1 _I Al 18 2X4 PARABOLIC 3" LOUVER 18 CELL RECESSED (3)F032/835/XP/ECO 32 MVOLT TEXAS PARA 18C 3 32 MV WP i/ WITH 6'WHIP, 3#18 ga. WIRES LAY-IN FLUORESCENTS O 32 MVOLT 18C 2 32 MV WP — �.I * i; Al E 6 SAME AS 'Al' EXCEPT WITH BATTERY RECESSED (2)F032/835/XP/ECO TEXAS PARA I `c BACK-UP LAY-IN FLUORESCENTS EM14 © 1 1I oc ,.� 1i A2 4PARABOLIC 3" LOUVERCELLRECESSED (3)F017/835/XP/ECO 17 MVOLT TEXAS PARA 9C 3 17 MV WP �g� 2X2 9 0 O " �I/1 �I ~ WITH 6' WHIP, 3#18 ga. WIRES LAY IN FLUORESCENTS I A3E T L I ' OFFICE . .-.....::�1� �� $ - Al A2E 1 SAME AS 'A2' EXCEPT WITH BATTERY RECESSED (2)F017/835/XP/ECO 17 MVOLT TEXAS PARA 9C 2 17 MV WP Z 3 1k. BACK-UP LAY IN FLUORESCENTS EM14 ' 206 .-.... 5-.-- _ - ..------ 0 I ') _ .,/ A3 6 2X4 LENS TROFFER WITH ACRYLIC LENS RECESSED (3)F032/835/XP/ECO 32 MVOLT TEXAS 131 A125 3 32 MV WP , WITH 6 WHIP, 3#18 ga. WIRES LAY IN ` FLUORESCENTS N X1 l at 0 �•a 8 0 4 I `0. g `. A3E 5 SAME AS 'A3' EXCEPT WITH BATTERY RECESSED (2)F032/835/XP/ECO 32 MVOLT TEXAS 1 131 A125 2 32 MV WP �. ... o o o b : 1 ► ' 3E I BACK-UP LAY-IN FLUORESCENTS EM14 A3E �.. _ - 1 I 1 � E 1 1 MIMI ' 4,. �< H/// " = A4 1 2X2 LENS TROFFER WITH ACRYLIC LENS RECESSED (3)F017/835/XP/ECO 17 MVOLT TEXAS 131 A125 3 17 MV WP NORTH WITH 6'WHIP, 3#18 ga. WIRES LAY-IN FLUORESCENTS -(- UPPER FLOOR PLAN - LIGHTING ME - SAME AS'A4' EXCEPT WITH BATTERY l RECESSED (2)F017/835/XP/ECO 17 MVOLT TEXAS 131 A125 2 17 MV WP © SCALE: 1/4" = 1'-0" BACK-UP LAY-IN FLUORESCENTS EM14 A5 - 4'-0" SURFACE MOUNT FLUORESCENT SURFACE (2)F032/835/XP/ECO 32 MVOLT TEXAS 207 A 2 32 MV GENERAL PURPOSE FLUORESCENTS 0 LIGHTING KEYED NOTES LIGHTING GENERAL NOTES A6 1 2'-0" SURFACE WRAP AROUND SURFACE (2)F017/835/XP/ECO 117 MVOLT TEXAS 207A2 17 MV FLUORESCENTS (till0 REFER TO DETAILS No.9 AND No.10 ON SHEET E4.01. 1. EMERGENCY LIGHTING FIXTURE POWER CONNECTION - 0 61 I 6 6" RD. DOWNLIGHT WITH TRIM RECESSED 1/PAR30 50 120 INTENSE IH600I IC600C/ 1200 ±= SHALL BE CONNECTED AHEAD OF EMERGENCY BACKa SPECULAR ALZAK U O ROUTE CIRCUIT THROUGH TIME CLOCK. UP BATTERY (FIXTURE TO HAVE A CONSTANT HOT). )' 2 O ROUTE SWITCH LEG TO LIGHTING CONTACTOR SWITCH, 2. CONTRACTOR SHALL RELOCATE EXISTING LANDLORD B2 - 8" RD. FLUORESCENT DOWNLIGHT RECESSED 11CFLITRT 26 MVOLT INTENSE IFH826E 1 IC810C/ 1200 PROVIDED LIGHT FIXTURE TO LOCATION AS SHOWN SPECULAR ALZAK REVISIONS 40 LOCATION OF LIGHTING CONTACTOR SWITCH. PER VISIONWORKS LIGHTING LAYOUT. (THIS SHEET E2.01) B3 5 4" RD. LED DOWNLIGHT RECESSED 1/LED 11 MVOLT LITHONIA 4G1-MW-LED-L3LED-TZX ISSUE DESCRIPTION DATE 0 WALL SENSOR/SWITCH 'WS' PER IECC CHAPTER 5 ENERGY MATTED WHITE 1 PERMIT ISSUE 01/30/17 2 PERMIT RE-ISSUE REQUIREMENTS. X1 6 EXIT LIGHT UNIT WITH LED BATTERY CEILING LED 3 MVOLT CON-TECH REXA SF G EM P 0 P 0/„AY LIG SENSOR WIRING PER D,ET i_NO..3 ON THIS SS.HEET. BACK-UP - CLEAR GREEN 0 CONTRACTOR SHALL PROVIDE HEALTH CARE GRADE WIRING METHODS. PER NEC 2014 ARTICLE 517 FOR ROOM(S) 106, 107, 109, AND 111. - SCOPE OF WORK SHALL INCLUDE BUT NOT LIMITED TO: NOTES: 5 �!�o,�t (I) THE METAL RACE WAY SYSTEM, OR METALLIC CABLE (1) CONTRACTOR SHALL PROVIDE DIMMER SWITCH AS REQUIRED, WHERE NOTED SD . EQUAL MODEL#SLD-750-1-120-1V-LE AS REQUIRED. I ! `4 ARMOR, OR SHEATH ASSEMBLY SHALL ITSELF QUALIFY AS (2)ALL FLUORESCENT LAMPS ARE TO BE ENERGY SAVING TYPE OF COLOR TEMPERATURE SPECIFIED AND BY THE SAME MANUFACTURER. 'j ' EFR �� AN EQUIPMENT GROUNDING CONDUCTOR AS IN (3)ALL FLUORESCENT BALLASTS ARE TO BE ENERGY SAVING ELECTRONIC TO MATCH LAMPS IN FIXTURE. EACH BALLAST TO HAVE A DISCONNECT AND COMPLY WITH 410.130(B). / P (4)ALL EXIT SIGNS TO HAVE GREEN LETTERS WITH 6"X314" LETTERS AND 90 MINUTES OF BATTERY BACK-UP. 13392 PE ACCORDANCE WITH 517.13 AND 250.118. (5)ALL RECESSED DOWN LIGHTS ARE TO HAVE INTEGRAL THERMAL PROTECTION. OREGON ? (II) WIRING METHOD APPLIES TO ALL RECEPTACLES, WALL (6)ALL ACRYLIC LENSES ARE TO BE .125" THICK MINIMUM. SWITCHES, EQUIPMENT AND LIGHTS. (7) CONFIRM ALL FIXTURE VOLTAGES WITH CIRCUITING ON PLAN. (III) ALL GROUNDING SHALL BE ISOLATED GROUND, FROM '��,�y 1, 13 ,. EACH CIRCUIT BACK TO PANEL BOARD. (8) MANUFACTURER TO VERIFY FIXTURE CATALOG NUMBERS WITH THE DESCRIPTION OF THE FIXTURE AND CIRCUITING ON THE PLANS. (9)ALL BATTERY BACK-UP FLUORESCENT FIXTURES SHALL HAVE BODINE (1350 LUMEN OUTPUT). Vor/10 ,L-3U-, 0 CONNECT ALL EMERGENCY FIXTURES TO EMERGENCY LIGHTING 10)WALL SENSOR AND SWITCH 'WS'AS REQUIRED PER IECC 2012 CHAPTER 5. PROVIDE LITHONIA MODEL WSD OR EQUAL. -1-(1 CIRCUIT. (11) LIGHT FIXTURE PACKAGE TO BE PURCHASED THROUGH NATIONAL MASTER DISTRIBUTER CONTRACT REGENCY LIGHTING T.1(800) 284.2024 . (12)AT RETAIL TYPE EX1 FIXTURE SHALL BE PROVIDED WITH MULTI BALLAST FOR DUAL LEVEL SWITCHING. SWITCHING SHALL BE COMPLIANT WITH IECC CHAPTER 5 SECTION 505. FLOOR PLAN LIGHTING Engineer of Record WILSON & ASSOCIATES SHEET NUMBER 825 W. BITTERS, SUITE 104 SAN ANTONIO, TEXAS 78216 TELEPHONE 210 490 1367 KINETICS CONSULTING E Z • 0 1 Mechanical Electrical Energy Fire Protection 401 Austin HWY, Suite 216 San Antonio, TX. 78209 ph. (210) 734-2208 fox. (210) 734-3637 A REPLACED NEW/ ED NEW Cc im PANEL: 'Al' VOLTS: 208/120 KAIC: 14 225 MLO PANEL: 'B1' VOLTS: 208/120 KAIC: 14 225 MLO LIGHTING CONTACTOR SCHEDULE LOCATION: PHASE: 3 NEMA: 1 LOCATION: PHASE: 3 NEMA: 1 IT ROOM '201' WIRE: 4 MTG: SURFACE 225 AMP ELEC/IT '201' WIRE: 4 MTG: SURFACE 225 AMP CONTACTOR I AMP I NO. I SPARE OPERATING CONTROL C O R T L A N D SERVICES PANEL BOARD&CIRCUIT NUMBER DESIGNATION NUMBER RATING POLES POLES HOURS CIRCUIT ckt. BKR va load/phase I BKR ckt. ckt. BKR va load/phase BKR ckt. - - MORGAN no. CIRCUIT USE SIZE A C SIZE CIRCUIT USE no. no. CIRCUIT USE SIZE A B J C SIZE CIRCUIT USE no C1 20 6 DOWN-LIGHTS PANEL ='4' 4 (1)(2) (1)(4) ARCHITECT Biii - -- -- _ 1 RTU-1 (7.5 TON) 60/3 8600 20/1 EMERGENCY LIGHTS 2 1 CASHWRAP '100' 20/1 20/1 EF 1, REC-1 108' 2 SIGNAGE PANEL'A1'='2T 3 " „ - / 2011 5B3 4 3 CASHWRAP '100' 20/1 / 2011 EF-1, REC-1 '110' 4 C2 20 10 WALL DISPLAY PANEL'B1'='15,17,19,21,23,25,27,29' 2 (1)(2) (2)(3)8fi40 711 N. FIELDER RD. 5 / 20/1 7A1 6 5 DISPENSE '100' 20/1 `1 �i 20/1 E.D.F. 6 C3 20 6 RETAIL LIGHTS PANEL 'A1' ='6, 8' 4 (1)(2) (2)(3) ARLINGTON,TX 76012 7 FAC-2 (3 EACH) 20/2 20/1 7A1,2A2 8 7 SELLING (4) '100' 20/1 20/1 REC-1Q, REG-1 8 I 817/635-5696 J�� 75� �� - FAX: 817/635-5699 9 " " / 10 4 2011 4A1,2A2,3A3,6B1 10 9 SHOW WINDOW '100' 20/1 .gym , 2011 REC-1Q, REC-3 10 11 SPARE 20/1 / 20/1 3A3,1A4,1A6 12 11 SHOW WINDOW '100' 20/1 / 12i� 2011 REC 5 12 NOTE: OWNER: 13 �7 l9 (1) TENANT TO DESIGNATE OPERATING HOURS. 14 13 FLOOR DISPLAY '100' 20/1 '� /� 2011 IT RACK '201' 14 2 LOCATION OF LIGHTING CONTACTORS SHOWN ON SHEETS E1A1 & E2.01. 15 jA 16 15 WALL DISPLAY '100' 20/1 �� 20/1 IT RACK '201' 16 ( ) 1 .4I . 17 18 17 WALL DISPLAY '100' 20/1 j `'ii) 20/1 PHONE BOARD '201' 18 (3) MASTER WALL SWITCH. 19 /for 20 19 WALL DISPLAY '100' 20/1 `��j 20/1 EF-2 '201' 20 (4)TIME CLOCK. NEMA-1 ENCLOSURE FOR NEMA-1 ENCLOSURE FOR VISIONARY PROPERTIES, INC. y ..%j " ' •� LIGHTING CONTACTORS 175 E. HOUSTON ST. 21 WH-1 30/2 / 22 21 WALL DISPLAY '100' 20/1 22 SIZE AS REQUIRED FOR LIGHTING CONTACTORS / I !///// SIZE AS REQUIRED FOR SAN ANTONIO,TX 78205 23 " j24 23 WALL DISPLAY 100' 20/1 •1 24 , NUMBER OF CONTACTS NUMBER OF CONTACTS 210/524-6614 I �'�j FAX:210/524-6522 25 REC-1 'WPIGFCI' 20/1 //://-21122-' 26 25 WALL DISPLAY '100' 20/1 / 26 27 SIGNAGE 20/1 j •• 28 27 WALL DISPLAY 100' 2011 j ///:71,/1.8 28 20/1P120A20/1kn1 IIIS TO LIGHTS f ^ 20A ( TO WALL DISPLAY 29 REC-1Q 103' 2011 / 30 29 WALL DISPLAY 100' 201130 2011P ) III ) LIJ 20/1P 31 REC-1Q 103' 20/1 '1 j 32 31 REC-2 100' 2011 •� 32 p ( ri ll 20A TO LIGHTS p ( 1.20A TO WALL DISPLAY /` % 1 ) 3. / r 72� 2011P I Cl) ) 2011P III 33 REC-1Q 103' 20/1 r 34 33 REG-2 100 20/1 „ / 1512 FAC-1 (2.0 TON) 34 Z ( n 120A TO SIGNAGE Liiz ( �, 20A z I ( TO WALL DISPLAY 35 REC 1 Q '103 20/1 `• 36 35 REC-1 Q, REC-4 '109' 20/1 MINN• - 36 ) 20/1P Ill � ) 20/1P f I ) 37 REC-1Q '103 20/1 •• , 10013 PANEL '61' 38 37 REC-1Q, REC-1 '109' 20/1 • .; 40 40/3 CAC-1 (6.0 TON) 38 1 r 11120A TO SIGNAGE n 11120A TO WALL DISPLAY O 39 REC-1Q '103' 20/1 / •.' / - " 40 39 REC-1 Q, REC-1 11 D' 20/1 540 40GO N..,, O • 5 /� ELECTRONICALLY 1.- 41 EF-3 103' 20/1 10447 - " 42 41 REC-5 '111' 20/1 7 - " " 42 HELD LIGHTING CI ELECTRONICALLY LU 120V/277V G G 120V/277V HELD LIGHTING 20,084 24,186 23,172 TOTALS IN VA 8,307 9,787 10,407 TOTALS IN VA COIL CONTACTOR WITH COIL CONTACTOR WITH Ce LOAD CONN. VA DEMAND DESIGN VA LOAD CONN. VA DEMAND DESIGN VA N/O CONTACTS N/O CONTACTS LIGHTING (L) 2.911.44SF X (1.25) 3.639.3 NOTES: LIGHTING (L) X NOTES: 0 Q AIR COND (AC) 27.300 X 100% 27,300 AIR COND (AC) 10.200 X 100% 10,200.00 _ ❑ HEATING (H) X HEATING (H) X _ �/ RECEPTACLES (R) 2,340 X 100% 2.340 RECEPTACLES (R) 12.200 X 100% 12,200.00 7 120V/ REFER TO LIGHTING REFER TO LIGHTING CONTINUOUS LOAD 1.200 X 125% 1.500 CONTINUOUS LOAD 2.400 X 125% 3,000.00 I 0 - I 277V PLANS FOR VOLTAGE. MASTER WALL • PLANS FOR VOLTAGE. y EQUIPMENT 4.400 X 100% 4.400 EQUIPMENT 3.700 X 100% 3.700.00NORMAL SWITCH L _ _ _ J * MOTOR LOAD 2.0 HP X 25% 373.0 MOTOR LOAD 2.0 HP X 25% 373.00 TIME CLOCK (f) N PANEL(S): 'B1' 29473.00 _ X 100% 29.473.04 69,025.30 VA PANEL(S) X O SUB-TOTAL 69.025.30 208 VOLTAGE SUB-TOTAL X 2947300 29,473 VA 1201277 VOLT CONTRACTOR TO S CONTRACTOR TO Z N RESERVE CAPACITY(10%) - 1.73 PHASE RESERVE CAPACITY(10%) - 208 VOLTAGE CONTROL PROVIDE ALL DEVICES, { 1201277 VOLT O cN TOTAL 69.025.30 191.82 AMPS TOTAL 29,473.00 1.73 PHASE CONTROL EQUIPMENT, ETC. SHOWN PROVIDE ALL DEVICES, 81 9 AMPS POWER I POWER EQUIPMENT, ETC. SHOWN H N IN DETAIL. H N IN DETAIL. z ~ _ - 0 rz LIGHTING CONTACTOR C1 CONTROL LIGHTING CONTACTOR (C2) CONTROL H Z 0 �_ Q = ❑ EXTERIOR BUILDING SIGNAGE DIAGRAM FOR WALL DISPLAY 2 SCALE: NOT TO SCALE 3 SCALE: NOT TO SCALE V) Z NEMA-1 ENCLOSURE FOR Q ELECTRICAL LEGEND/NOTES LIGHTING CONTACTORS SIZE ASREQUIRED FOR CIP In I- CNi TC - TIME CLOCK AND CONTROL TO STORE SIGN AND SHOW ,; NUMBER OF CONTACTSit WINDOW LIGHTING CIRCUITS. 20i1 I y (f) O EL - EMPTY CONDUIT WITH PULL STRING PROVIDE BY ) ^ 11120A , TO LIGHTS LANDLORDS ELECTRICAL SVC. RM. TO LEASE SPACE. 0 120A Ce 0 ( 2^P TO LIGHTS ci) ill TE - EMPTY TELEPHONE CONDUIT BY THE LANDLORD TO LEASE w ( 2^P .).20A ( SPACE. z ) � 1 TO LIGHTS O Q = 20/1P ( n 120A PS - TELEPHONE SYSTEM WITHIN LEASE SPACE BY TENANT ) 111 N ) TO LIGHTS z AND LOCAL TELEPHONE COMPANY. _ 208VOLT 80AMP, 3PH, 208VOLT 40AMP, 3PH, O MS MAIN SWITCH GEAR LOCATION IN LANDLORD ELECTRICAL FSTD. DUTY DISC. SHALL BE I\ ] STD. DUTY DISC. SHALL BE I - CO \` ELECTRONICALLY _ ROOM. 120V/277V LEASE SPACE HELD LIGHTING VISIONWORKS NEMA-3R ENCLOSURE 13p NEMA-3R ENCLOSURE 13PV) (1)CONTRACTOR SHALL VERIFY LENGTH LANDLORD NON-FUSED TYPE NON-FUSED TYPE7 COIL CONTACTOR WITH NEW N/O CONTACTS REQUIRED FOR INSTALLATION FROM ELECTRICAL AREA 111 LANDLORD'S ELECTRICAL RM. TO RTU-1 CAC-1 ROOF MASTER WALL « TENANT LEASE SPACE I SWITCH . _i_ (2)CONTRACTOR SHALL PROVIDE \/__1 k `\ REFER TO LIGHTING METERING CAN. MAIN DISCONNECT - PLANS FOR VOLTAGE. SHALL BE COORDINATED WITH IP- LOCAL UTILITY COMPANY. CONTRACTOR EXISTING SHALL PROVIDE COMPLETE 4#3/0 THHN CU. METER LOOP. 1#6 GND.IN 3#4 THHN CU. 3#8THHN CU. s U CONTRACTOR TO 2" CONDUIT 1#10 GND. IN 1#10GND. IN 1201277 VOLT (3)LABEL PANELS W/ENGRAVED NAME PLATES: CONTROL PROVIDE ALL DEVICES, 277/480 VOLT AND 120/208 VOLT 11/4" CONDUIT 3/4"CONDUIT I EQUIPMENT, ETC. SHOWN jr1- __ POWER 4 r H N IN DETAIL. (4)PROVIDE LOCK DEVICES ON ALL EMERGENCY, �J LIFE SAFETY SYSTEMS, STRORE FRONT AND SIGNAGE CIRCUITS. LIGHTING CONTACTOR (C3 CONTROL I NEMA CONNECTION 4 /�� HARDWIRE EQUIPMENT DIAGRAM FOR RETAIL AREA LIGHTING AS REQUIRED WITH INTERNAL !\ / � Q 2#10THHN CU. F EQUIPMENT MFG. Q FAC-1 BREAKERS. SCALE NOT TO SCALE U EQUIPMENT 3#BTHHN CU. O 1#8GND. IN WH-1 PROVIDED WITH 1#10GND. IN 1 1 3/4"CONDUIT INTERNAL BREAKERS. 3/4"CONDUIT — - TE REVISIONS 0 0 0 FAC-2(3 EACH) ISSUE DESCRIPTION DATE EXISTING 1 PERMIT ISSUE 01/30/17 METER 7.7-1"EC 2#10THHN CU. 2 PERMIT RE-ISSUE 02/21/17 LOCATION 1#10GND. IN 3/4"CONDUIT ( F ,, .,_ .=.:- ,___] r- c 1 4 cl. ---- . cb I IL I dOREG0N I200A 1112" CONDUIT 112" CONDUIT TENANT 1 314" CONDUIT NEWWALL SWITCH 314" CONDUIT NEWELECTR7��y11°��POINT OF AT HALLWAY WALL SWITCH O :frttl CONNECTION PAAEL I20 AMP,16 POEHELD P BNEL I20 AMP,1110 POLECALLY ELD fAT HALLWAY �Q N I'�-"'0 EXISTING 1 LANDLORD MAIN TENANT 2 _ 'C3' j CUTLELIGHTTOR R R HAMM R OR EQUAL 'C2' CUTLER HAMMERNG CONTACTOR LIGHTING OREQUAL �1 P �� '� 1 ELECTRICAL ROOM. 1 - :. 41) TENANT 3 'Cl' TG NEW/REPLACED 4#310 THHN. CU. • PANEL-'A1' 225AMP 1#4 GND. IN PANEL-'61' 225AMP 208/120 VOLT, 3PH, 4WIRE 2"CONDUIT 208/120 VOLT, 3PH, 4WIRE EI '�� NEW SHALL BE NEMA-1 ENCLOSURE SHALL BE NEMA-1 ENCLOSURE ELECTRICAL PANELS TORK TIMER OR EQUAL PANEL BOARD 42 CKT. SURFACE PANEL BOARD 42 CKT. SURFACE AND RISER DIAGRAM ' SIGNAGE MODEL 1100 MOUNTED. SHALL BE CUTLER MOUNTED. SHALL BE CUTLER HOUSE SERIES 24/7 HAMMER OR EQUAL. HAMMER OR EQUAL. 225 MLO. 225 MLO. Engineer of RecordI -- WILSON & ASSOCIATES SHEET NUMBER 825 W. BITTERS, SUITE 104 NEW ELECTRICAL RISER DIAGRAM VISIONWORKS #259 SAN ANTONIO, 0 TEXAS 78217 TELEPHONE 21 0 490 1.357 SCALE: NOT TO SCALE KINETICS CONSULTING 0E 3 . 0 1 Mechanical Electrical Energy Fire Protection 401 Austin HWY, Suite 216 Son Antonio, TX. 78209 ph, (210) 734-2208 fax. (210) 734-3637 METAL JOIST C N MOUNTING STRAP GROUNDING SCREW POWER SURFACE DATA SURFACE / AND CIRCUIT (1) DUPLEX OUTLET (DATA/DATA) CORTLAND G " 1 / INSULATING FURNITURE MORGAN A g(A ,. O D I BARRIER POWER RECEPTACLES --•---17 "0-'� - RECEPTACLES ARCHITECT m O TO BE PROVIDED BY l5) TWO DATA EACH ' MILLWORK CONTRACTOR I I i WITH BERPROVIDED BY I ) "..,11111111100,. _,-------- 1°N ® /1GROUNDING CONDUCTOR 0 ELECTRICAL CONTRACTOR 711 N. FIELDER RD. 0 (Do' I I i ARLINGTON,TX 76012 1/2" GALV. 1 4W U \ I j' � G-- `OS P ' 0 l 817/635-5696 ROD MIN. — 0 i L - L . • - -I FAX: 817/635-5699 SINGLE BOLT CHANNEL PIPE O ct & H SisSTRAP, EACH CONDUIT AT w EACH SUPPORT. /� 0 / I l3F1K. I OUTLET BOX OWNER: • -' I N ►--EMT CONDUIT TO BE EXTENDED .r LOCK NUT 0 \ J J �- FROM CONDUIT STUB-UPS OO O 4 TO JUNCTION BOXES C _ _ _ _ _ rilt_Afilkli I FLOOR 1" CONDUIT STUB-UP 1 VISIONARY PROPERTIES, INC. `-rr' 175 E. HOUSTON ST. �, :::IN ONDUTRr1 SAN ANTONIO, TX 78205 - 7- LOCAL BRANCH P (-1 -)-. D FAX:210/524-6522 GALVANIZED UNISTRUT 8'-D" I • • I PANEL GND. SYSTEM 0/C MAXIMUM. MINIMUM OF 90° TOTAL BEND 1" UNDER FLOOR CONDUIT— 1" UNDER FLOOR CONDUIT REQUIRED BETWEEN BOXES FOR 1'-0" MAXIMUM SIZE ON SOUND ATTENUATION BOTTOM OF UNISTRUT. FROM SERVICE ISI L ENTRANCE AT SELLING STATION O (TERMINAL OR PASS THRU UNDER FLOOR CONDUIT O MULTIPLE ELECTRICAL CONDUIT MOUNTING VOLT WALL RECEPTACLE GROUNDING RECEPTACLE _ TUB-UP WITH EMT POWER AND DATA DISTRIBUTION O SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE W LSC a • = 0 a ce JUNCTION BOX JUNCTION BOX TELEPHONE FOR POWER POWER DISTRIBUTION TELEPHONE DISTRIBUTION DATA DISTRIBUTION FOR DATA (TYP.) - CASH DEDICATED CREDIT N ��{ BY ELECTRICAL CONTRACTOR BY COMMUNICATION CONTRACTOR BY DTE /REGISTER ZtJ (� JUNCTION BOX --��= CREDITCARD LINE POWER DUPLEX FOR TELEPHONE CARD (� SUFACE TELEPHONE DATA SURFACE 'C c c ^C 'C 'C me" BLDG. STRUCTURE ._______,/ O 7 N OUTLET FURNITURE f / 0 l ' Z FURNITURE — — — O POWER JUNCTION BOX—•••-1-1 r0 0 I I 0 Ire 0I' JUNCTION BOXES ' Z I— TO BE PROVIDED BY I VOICE AND DATA , n POWER RECEPTACLE—,FTO BE PROVIDED BY ( 7 F 0 r 0 - 1�RECEPTACLE MILLWORK CONTRACTOR I TO BE PROVIDED BY POS M. INSERTS OR T v MILLWORK CONTRACTOR I `�� j i TOICE AND DATA BE PROVIDED BY P T • D ELECTRICAL CONTRACTOR ANCHOR AS i Z 0 I ELECTRICAL CONTRACTOR I I I I TT --- JUNCTION REQUIRED � ❑ (ou) i i I Lm 0�J I ' ��_5_ _ BOX ,1 I I ) 1 0 —� _ - J I -f — t -T— CEILING OR C� Z i,_ w i-- FIXTURE AfiZt milmew ~ ti - HANGER O* J EMT CONDUIT TO BE EXTENDED _ r I— ti �- EMT CONDUIT TO BE EXTENDED = TO�UN ON IBOXES UPS - FLEXIBLE CV �/ Nuirs• S 4.....v.---im.- FROM CONDUIT STUB UPS— TO JUNCTION BOXES 1" CONDUIT STUB-UP , �, " GRODUNID WI y (n O 1" CONDUIT STUB-UP Cl- ��' �u�k ��~ FLOOR CIRCUIThe Nt. AS SHOWN ' \,_-- f FLOOR ; POWER JUNCTION BOX—•--1— -1-JUNL.TION BOXES I TO BE PROVIDED BY V VOICE AND DATA FIXTURE -} 0 I MILLWORK CONTRACTOR L _I1_7._ - _1 TO BE PROVIDED BY CEILING Q V _2 IELECTRICAL CONTRACTOR GRID r— P • I UNDER FLOOR CONDUIT (M. I NOTE: Z STUB-UP CIRCUIT DISTRIBUTION 1) RECESSED LIGHTS SHALL BE SECURED TO GRID AND/OR STRUCTURE UNDER FLOOR STUB UP J J SESEE FLOOR PLANS PER 2014 NEC ARTICLE 4'10.36 (B) ., r P I T / '\ D CIRCUIT TO PHONE TO IT RACK 0 ! J BOARD CO T D i P T D TELEPHONE AND DATA RECESSED • WIRING CASH WRAP ELEVATION FLUORESCENT FIXTURE INSTALLATION SCALE: NOT TO SCALE SCALE: NOT TO SCALE (FEED THRU) UNDER FLOOR CONDUIT STUB-UP JUNCTION BOX STUB-UP FOR - WITH EMT POWER, DATA, AND TELEPHONE DISTRIBUTION 6 POWER, DATA, AND TELEPHONE DISTRIBUTION AT CASH WRAP J SCALE: NOT TO SCALE SCALE: NOT TO SCALE °I.lit REFER TO ELECTRICAL SHEETS FOR _OUTLET AND DATA SPECIFICATIONS �� 1 -0' ��4 /�4',� 2-0 `� 0SINGLEGANGBOXWI/ 114"X 1 1/2"X 10"COPPER (1}VOICECAT-5FOR GROUND BAR WITH WALLtill , WALLMOUNTPHONE � p b BY GC;LOW VOLTAGE MOUNTING BRACKETS AND CONTRACTOR TC INSULATORS 0 TERMINATE Z rQUADRUPLEX O O �� O p #6 AWG �.FI +i Q STRANDED : e U V WO0p O GREEN SHEATH � , O GROUND WIRE ` TO BUILDING ,: CEILING LINE 1 / IC NOTE: EXTEND CONDUIT TO REVISIONS / 00 NOT ALL PARTS AND NUMBERS ARE SHOWN.THE ACCESSIBLE CEILING s: c / / I " 1 \ CONTRACTOR IS RESPONSIBLE FORA COMPLETE a c` ISSUE DESCRIPTION DATE / j WORKING INSTALLATION INCLUDING, MISCELLANEOUS ' MONITOR MOUNTING 1 PERMIT ISSUE 01/30/17 -f4"/ 2'-4" ,' BRACKET-BY OTHERS. APPURTENANCES. PART NUMBERS ARE SHOWN AS PARTITION OR • GC TO PROVIDE 112" AN (OR EQUIVALENT).THE CONTRACTOR SHALL ISSUE 2 PERMIT RE-ISSUE 02/21/17 `! p(� I F�PLYWOOD BLOCKING A) A SUBSTITUTION REQUEST FOR CHANGES TO THIS r ?/ r WALL SECTION SINGLE GANG BOX WI(1) �� p�� BEHIND MONITOR. GROUND WIRED TO J DETAIL OR PART NUMBER. 314" CONDUIT FOR 6" VOICE CAT-5 FOR WALL J EQUIPMENT RACK J c' �' I - O o MOUNT BY GC;LOW CRT OR TELEPHONE 'i +. VOLTAGE CONRACTOR UNLESS OTHERWISE NOTED +^ TO TERMINATE. /— 1'-1" / 2'-5" ! / CEILING + r �� DATA 1 VOICE OUTLET BOX 18"A.F.F. 0 .R0�€ 314" CONDUIT �� 3/4" CONDUIT PATCH PANEL WALL PLATE AS �� TO CENTER LINE ) G NEF �� :. SWITCH& —_ _' +° J DIMMER [- - 4'x4'x3/4" SPECIFIED r� F+ UNLESS OTHERWISE 'p • ✓' FIRE RATED `i NOTED. �1 / r 1 , 1 12OVOLT 1 — PLYWOODII 13392 PE ® DUPLEX 1:1o ._. c c / [1 d • p 120 VOLT 12OVOLT DEDICATED LIGHTNING PROTECTOR et: e OREGON j, DUPLEX CIRCUIT AND ISOLATED 6 CND. CONNECT TO BLOCK MFG' EMERSON +' ,: + ./ 4 = w 3'-8" — POWER PANEL MODEL: R-66P25QCVX r' ,: ✓ �z Y 1, 1 �_ Q �___ t9 ,—, M GND. BAR AS DETAILED ra °Flnj 1J1J11s° d q - DOUBLE GANG �, ABOVE r [N BOX WI ri/ / DUPLEXI � GROUND TO[1 U ) 1' 6" RECEPTACLE& 48 BUILDING 2,..y)./- \ 0 1 \ n (1)CAT-5 DATA #6----,), _ AFF i FLOOR CABLE TO 3 ® L ® L / RACK&(1) �, /1 OPTOS WALL TELEPHONE RECEPTACLE LIGHT SWITCH' DIMMER] QUADRUPLEXJ , y TO PRE-TEST GENERAL CABLING NOTES � CAB(FX-35) �� SCALE: NOT TO SCALE CONTROL KNOB ELECTRICAL CONTROL SINGLE GANG PULL PLATE(HOME DEPOT PART#877074)W/(1)PULL SINGLE GANG BOX W/(1)CAT-S DATA (1} INSTALL PLYWOOD AT A MAXIMUM OF 3'-0"FROM IT RACK. DETAILS STRING TO HIGH BOX BEHIND CHAIR&(1)PULL STRING TO LOW BOX CABLE TO RACK. (2) INSTALLATION OF 25 PAIR PLENUM RATED CABLE BETWEEN BATH HOUSE AND COMMUNITY CENTER BEHIND CHAIR.LOW VOLTAGE CONTRACTOR TO RUN DVI AND TENNIS FACILITY. THE CABLE NEEDS TO BE TERMINATED ON GROUNDED PROTECTOR BLOCK. PROPRIETARY EQUIPMENT WIRE (3)CABLE SHALL BE PLENUM RATED. PROVIDE 15'-0"COIL ON BOTH ENDS OF CABLE FOR TERMINATION Engineer of Record SWITCH DIMMER AND QUADRUPLEX RECEPTACLE EXAM ROOM DESK ELEVATION AND INSTALLATION BY ELECTRICAL CONTRACTOR SHEET NUMBER 1 WILSON & ASSOCIATES SCALE: NOT TO SCALE SCALE: NOT TO SCALE (4)CONTRACTOR SHALL PROVIDE GROUNDED PROTECTOR BLOCK AND TERMINATE CAT-5E PLENUM 825 W. BITTERS, SUITE 104 RATED CABLE AS REQUIRED. SAN ANTONIO, TEXAS 76216 TELEPHONE 210 490 1367 ISCAL VOICE PATCH PANEL WITH GROUNDING BAR KINETICS CONSULTING E4 O1 E: NOT TO SCALE Mechanical Electrical Energy Fire Protection 401 Austin HWY, Suite 216 Son Antonio, TX. 78209 ph. (210) 734-2208 fax. (210) 734-3637