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11705 SW PACIFIC HIGHWAY-7 *A10 I4 r• O �, � rc � ,r �( Gz, (Y tz .9 I a• --- I � �. • ?•� i � ,fir V Uj p CO Iiik(..I IA. O C4 }, *its - r-_50 CA 0 ccX 01- I STORF # I � `� III-� JU 3744 � X� co�PACIFIC CROSSROADS 117Q5 S.W . PACIFIC HWY � Q � TIGARD, I.. Cv) LL 0 OREGON OX00 X PLAN SYMBOLS PRODUCT RATINGS ON INTERIOR FINISHES * KEY PLAM (NOT TO SCALE) VICINITY MAP X1 Q MATERIAL MANUFACTURER FLAME SPREAD :MOKE DENSITY 1 SECTION NUMBER - —r A2 SHEET REFERENCE 300111 — DISPLAY -- ROOM NAME INTERIOR PAINT SHERWIN WILLIAM') CLASS A 0 �.�. .Q _ 9010tt ------------- --- 10'-0" CLG Hr --- CEILING, HEIGHT — - -_--� V CLASS B LAMINATE FACE 0 Ir TS CLASS C BACKING TANDY CABINE SECTION ROOM LABEL I LA PLAYA AZUL �A - MARK FIXIUP,E WALL TANDY CABINETS �s XtIC �� „ r - - -_ - _ -- / --'� --- ,�� e WALL TYPE REFER 3/A5 (REFER TO WINDOW SCHEDULE) SYSTEM _ -- �,,~ i } 1 - _ 1 01.21 - ELEVATION FROM I .. 1's RJISHED FLOOR LAY-IN CEILING USG CLASS A or 1 50 Q WINDOW MARK // Y — �?�'1� �t.EUP.St I J WALL TYPE I DATUM •�` `�' CARPET FTEUGA USA (;Lf,< ',; II LESS THAN 450 QII we I •` ELEVATION NUNIBER W ' DR COL GRID LINE MARK I A12 SHEET REFERENCE '•"•+ RLT0 WALL FIBERSTUNE CLASS A or I ELEVATION COLUMN REFERENCE - , -MARK VINYL REFER T) ROOM FINISH SCHEDULE COMPOSITION VINYLASA CLASS II LESS THAN 450 _ __ ,• 1 - DETAIL NUMBER ( ) TILT PLAID PANTRY � ,, � Er. A2 SHEET REFERENCE CLOUD AROUND y' �,.^ , II ► S .�- Y}[_ L_ ' DI REVISION ROOM FINISH MARK POLOMYX POLOMYX0 ',', r� ' ;�} l �' Sir I!] S, t0 St PAINT r CLASS A or I 1 r• .. I EXIT CORRIDOR ` CL � j -- I I I c y 1 r` A. - � 1 NOTE NUMBER ! 200 DETAIL REVISION NUMBER �- ELEC. 0 EWAINSCOT MAIRLI TE CLASS A or ',.�, P, PANELS - REVISION (REFER TO ELECTRICAL SCHEDULE) �- DOOR NUMBER TOILET LEASE SPACE # Suite B WAINSCOT MARLITE CLASS C 270 STORE #01-3744 (�1 �` II]�1LLI3t t 3 (REFER TO DOOR SCHEDULE) ELECTRICAL NOTE PANELS TOTAL SQ.FT. 1950 STAT o = - NOTE NUMBER ,a2 r `�� SZnf 1 n7osoiTj �y Q C-) Z DOOR NO. REFER .0 GENERAL OR CLG NOTE #1 }-- NOTE NUMBER _ i 217 � �� fid v1 d v ( T SHEET VINYL LOCAL PURCHASE CLASS A LESS THAN 450 ��, I r a W Q SPECIFIC NOTES) (REFER TO CEILING NOTES) (MINIMUM) MATCH LINE DRAWING NOTE BY SYMBOL CEILING NOTE - --- r 1997 Geo3yste-rrrs GbbaICorp.; © 1997 I`,4ivTech S ' _G_or aga t I LI, WI.In W C ' EXCEPT WHERE SPECIFICAI_L,' NOTED UJ - a v H o U N V ABBREVIATIONS GENERAL NOTES INDEX TO DRAWINGS CODE REVIEW I ; STORE NO: 01-3744 1. THESE DRAWINGS, AS NSTRLJMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF TANDY Architectural JOB NO: 00017446 DESIGN & CONSTRUCTION AND ARE NOT TO BE USED IN WHOLE OR IN PART WITHOUT THEIR 1. APPLICABLE CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS EXPRESSED WRITTEN PERMISSION. CVR Cover sheet OF THE SPECIFICATIONS & DRAWINGS, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, STORE TYPE NEW AND REGULATIONS OF ALL GCVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE CONTRACT AB ANCHOR BOLT FD FLOUR DRAIN MT METAL THRESHOLD ACOUS ACOUSTICAL FIN FINISH MTD MOUNTED 2. DO NOT SCALE THESE DRAWINGS FOR BIDDING OR CONSTRUCTION PURPOSES. 1 D 'itiPlWORK REQUIRED BY SUCH AOOSHALL BE AT THE EXPENSE OF THE TENANT, SUBJECT Demoon an 10 THE RECEIPT OF THE AFFIDAVIT OR LETTER OF THE GOVERNING BODY AND TENANT'S PRIOR CONS. TYPE. AS-IS A/C AIR CONDITIONING FOC FACE OF CONCRETE MTL METAL 3, THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION F.ND APPROVAL OF ANY ADDITIONAL COST TO BE INCURRED. ALL WORKS SHALL BE SECURED AND AFF ABOVE 5NISH FLOOR FOM FACE OF MASONRY N/A NOT APPLICABLE REPORT ANY DIFFERENCES TO TANDY DESIGN AND CONSTRUCTION PRIOR TO INSTALLATION & Al Specifications PAID FOR BY THE CONTRACTOR INVOLVED. APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED LOCATION: STRIP ALUM ALUMINUM FOS FACE OF STUD NIC NOT IN CONTRACT ADJUSTMENT OF THE WALL SYSTEM. TO THE FOLLOWING: AIJOG ANODIZED FPC FIRE PROTECTION NTS NOT TO SCALE q VERIFY ALL DIMENSIONS, CONDITIONS, nPJD GRADES AT JOB SITE. NOTIFY ARCHITECT & OWNER A2 Specifications & Responsibility Schedule DIV. V. FRES: NEVE PAPPA5 1 APFROX APPROXIMATELY CONTRACTOR OA OVERALL OF ANY DISCREPANCIES. DQ NOT PROCEED UNTIL CLARIFICATION IS PROVDED. . BUILDING CODE: 1997 UNIFORM E'IJILDI!Ji; CODE AT �+LUMINUM THRESI, ;- D GA GAUGE OC ON CENTER A3 2. AMENDMENTS: STATE AND LOCAL Floor Plan & Schedules ARCH. DRAWN BY: TEE) EVANS BM BEAM GC GENERAL CONTRACTOR OD OUTSIDE DWAETER 5 THE TPC (SPRINKLER) IS RESPONSIBLE FOR CONSTRUCTION AND / OR MODIFICATION OF 3. PLUMBING CODE: 1997 UNIFORM PLUMBING CODE ARCH. CHECKED BY: BLDG BUILDING GI GALVANIZED IRON OPNG OPENING Si'16KLE? SYSTEM. FPC SHALL HE RESPONSIBLE FOR PREPARING REQUIRED SHOP DRAWINGS A4 Storefront Elevation & Interior Elevations 4. Mr:r" ,NICAL CODE: 1997 UNIFORM MECHANICAL. CODE JAMES HOWARD BILK BLACK GYP GYPSUM P or PL PROPERTY LINE AND SUBMITTING 10 ✓ rD4 ,T)NE RITY N I APPROVAL PRIOR 10 THE BLKG BLOCKING HB HOSE 8�3 RA RETURN AIR rv!ODIrICATION OR FAA� SPR Kl 1p J APPROVAL AND BEFORE A5 Architecturol Details 5. ELECTRICAL CODE: 1993 NATIONAL ELECTRIC CODE t]dG DRAWN BY; INSTALLATION, FPC SFiNS/1 1 _� (�IA OF THE APPROVED 6. OTHER CODES: NONETOM CIIYHOLMBUTT BOTTOM HC HANDIGap REINF REINFORCED ( ENC>L CHECKED BY: CEM CEMENT HCD HOLLOW CORE DOOR RO ROUGH OPENING DRAWINGS TO TANDY DESIGN & CONSTRUCTION FOR RECORD, SEE SCHEDULE OF A6 Architectural Details SCARIA JOSEPH RESPONSIBILITIES ON SHEET ME1. 2. BUILDING DEPARTMENT: CI CAST IRON HDWR HARDWARE SA SUPPLY AIR DATE: CIT CAST IRON THRESHOLD HMD HOLLOW METAL DOUR SCD 501-ID CORE DOOR 6. THE GENERAL CONTRACTOR SHALL PROVIDE EACH SUB-CONTRACTOR WITH A FULL SET OF A7 Architectural Sections Details CONTACT: BOB POSKIN CE or CL CENTER LINE HORIZ HORIZONTAL SCHED SCHEDULE THESE DRAWINGS AS NEEDED. PHONE NUMBER: 503-639-4171 T H AIIN ' HT SHEET y REVISIONS: cLc CEILING HTC E c, s FL1 Fixture La out CO CLEAN �JUI H1 HEIGHT SIM SIMILAR 7. TGC SHALL BE RESPONSIBLE FOR ALL ITEMS SHOWN ON THESE PLANS UNLESS OTHERWISE 3. BUILDING LANDLORD: NOTEDCONTACT: JOE SANDAHL COL COLU'AN ID INSIDE DIAMETER SPEC SPECIFICATION FL2 Merchcodising Plan (NIC) PHONE NUMBER: 503-294-0400 CMU COIJCRETF_ MASONRY UNIT INSUL INSULATION STE STEEL CONIC CONCRETE INT INTERIOR STRUCT STRUCTURALElectrdcai / Mechanical 4. BUILDING DATA; CONT CONTINLiOUS INV INVERT TEL TELEPHONE I ML_ 1 Electrical & Mechanical Specifications 1. CLASSIFICATION: MERCANTILE (M) DET DERAIL LAV I-AVATOR'( TEMP TEMPERED DF DRIPJKILJG FOLJ117ARJ LAM LAMINATED TEN TENANT E. 1 Electrical Power Plan 2. TYPE OF CONSTRUCTION: V-1 HR 3. AREA: 1950 TOTAL SQUARE FEET DIM D!"'D ISIOFI LH LEVER HANDLE TGC TENANT'S GENERAL PL DEN) LOAD L-L_ LANDLORD CONTRACTOR EZ Reflected Ceiling & Lighting Plan 4• AUTOMATIC SPRINKLER SYSTEM: NONE DI DE",41 MAX MAXIMUM THK THICKNESS D'VG DRANING MDF MEDIUM DENSITY TYP TYPICAL E-3 Electrical Details & Sections E,. OCCUPANT LOAD: EA EACH FIBERBOARD VERT VERTICAL DISPLAY AREA: 1458 SQUARE FEET .- .30 = 48 PEOPLE Sf1lMT STOCKR001,1: 412 SQUARE FEET :- 300 = 2 PEOPLE ELEC ELECTRICAL MFCI-I MECHANICAL WARDS WAINSCOT r ELEV ELEVATION MFG �MANUFACTURER WC WATER CLOSET OFFICES: 000 QUARE FEET :- 100 000 PEOPLE OFFICE TRAINING: 000 SQUARE FEET :- 10U 000 PEOPLE EWC ELECTRIC WATER COOLER MGR MANAGER W/ WITH TOTAL OCCUPANT LOAD: 50 PEOPLE *Vlp Pacific Hwv, 11705 EXH EXHAUST 111111 MINIMUM EXISTING M!SC MISCELLANEOUS 6UP1999-00261, MEC1999-0027a EXTG EXISTING DI 6. REQUIRED NUMBER OF EXITS: 2 NUMBER OF EXITS PROVIDED: 2 1 of 15 EXP EXPOSED MO MASONRY OPENING 7. MAX. NUMBER OF FULL TIME STORE EMPLOYEES PER OWNER (AT ANY ONE GIVEN 'TIME): 4 NO. 1 OF 15 PRUIUTYPL VER 1.0 3101/99 q 11 _ ,� ......,,...■.n.n , reR'.,.. NOTICE- IF THE PRINT OR TYPE ON ANY IT�E III III III III III III I ! ! ! III III III III III I I I I I I 1 III III III I ! III III III III III t I l III III !I I I I l' l l l III III I I I I i l l I I III III I J I I I I I III III I I I I I I I I I I I III I I { I I I �� rl C ��! 1 1 � 2` 3I 4 � 5I I I6 I � 7I i t IMAGE IS NOT AS CLEAR AS THIS NOTICE, L_-- --- -_--L----- -----1 _ - _- - _.l -- -1_ _ - _ _... 1. _ . _ _..L -._ _ ._._L- ------ --g-I ---�� - - -- -101.. - _L 11---- --- 1�� , ITIS DUE TO THE QUALITY OF THE No 39 --- ORIGINAL DOCUMENT T� sz -FIZ cz aZ Y7 sz � [z oz sl e>I t,� st s>I �T sT ti>1 t t sTei JJZ� IIII l l �� lI� Illl�l fy"y, I� i i I DEMOUTION NOTES }' ^Cir 'Af o GENERAL NOTES Y 1, THE GENERAL CONTRACTOR SHALL NOTIFY TENANT IMMEDIATELY IF SPACE IS NOT CSi3ESTUS FREE. /a Ty c 2. THE GENERAL CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING, ( O F SCAFFOLDING, BARRICADES, ETC., AS REQUIRED TO COMPLETE DEMOLITION OF PREMISES. �'� tz0, 3. PRIOR TO BEGINNING OF DEMOLITION THE. GENERAL CONTRACTOR SHALL VERIFY WITH THE LANDLORD AND THE LOCAL. UTILITY COMPANIES, THE LOCATION OF ALL UTILITIES WHICH MAY RUN THROUGH, ABOVE OR BELOW THE PREMISES. 4. ALL DEMOLITION SHALL BE COMPLETED IN CONFORMIT! TO LANDLORDS RULES, - INCLUDING BUT NOT LIMITED TO, DEMOLITION INVOLVING EXCESSIVE NOISE, f WELDING, UTILITY SHUT—DOWNS, AND DEBRIS REM.JVAL. r 5, DEMOLITION DEBRIS SHALL NOT ACCUMULATE GN—SITE. AT THE END OF EACH t� DAY THE FLOOR AREA SHALL BE CLEARED C. ALL DEBRIS. !� 6. THE GENERAL_ CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND SAFE KEEPING OF ALL ITEMS DENOTED ON PLAT IS AS EXISTING TO BE REUSED. QC O I 7. THE DEMOLITION SHALL INCLUDE REMOVAL OF ALL NON-STRUCTURAL ITEMS NOTCO SPECIFICALLY MENTIONED BUT THAT WILL INTERFERE WiTH TENANTS BUILD-OUT. W CO I 8. THE RFMOVA- OF ANY EQUIPMENT, PIPING, ETC. WHICH PENETRATES THKOUGH � THE ROOF SHALL BE DONE IN COORDINATION WITH THE LA.NCLORD. ALL REPAIRS = O 1 TO THE ROOF SHALL BE MADE BY T'1E LANDLORDS APPROVED ROOFER. r f 9. ALL CUTTING OF SERVICES OR UTILITIES AFFECTING THE MALL OR ADJACENT l� D TENANTS INCLUDING SPRINKLER OPERATION TO BE COMPLETED ON "OFF' ! .M' C# HOURS". i Ln W (1) V 4g CO 10. ALL ELECTRICAL DEMOLITION TO BE COMPLETED BY A BONDABLE LICENSED X 5 ELECTRICIAN. N Q u i 1, DEMOLITION WORK TO PHASED AN TO ALL PROPER WORKRESS FOR CAN OCCUR WORKMEN F THE IN CASE OF FIRE OR HAZARD D 0 DEMOLITIONV V WORK JEOPARDIZES A MEANS OF EGRESS FOR THE PUBLIC OR PROJECT EMPLOYEES. ai p cc 12. A14Y DISCREPANCY BETWEEN ACTUAL COND TIONS AND THOSE INDICATED ON U) 0 G THESE DOCUMENTS REGARDING ITEMS NOTED TO REMAIN, MUST BE IDENTIFIED W AND REPORTED TO THE TE14ANT BY THE T')C IMMEDIATELY. 13. COORDINATE WITH MECHANICAL, ELECTRICAL, ANC PLUMBING FOR ADDITIONAL p� ii INFORMATION ON ITEMS TO BE REMOVED, REVISED, REUSED, ETC. V O O W C#) LL SCOPE OF WORK 0T 1. ALL INTERIOR PARTITIONS TO BE REMOVED UNLESS NOTED OTHERWISE. PATCH SLAB AS REQUIRED TO RECEIVE NEW FINISHES. 2. REMOVE ALL EXISTING FINISHES FROM DEMISING PARTITIONS. PATCH GYPSUM BOARD AS REQUIRED TO RECEIVE NEW WALL FINISHES AND MAINTAIN A ONE HOUR SEPARATION BETWEEN TENANTS. 3. PROTECTION OF ADJACENT TENANTS OR SPACES IS REQUIRED PRIOR TO ACTUAL DEMOLITION. 4. ALL PARTITIONING, FINISHES, FLOORING AND CEILING MATERIALS TO BE V REMOVED, EXCEPT WHERE SHOWN. 5. PATCH ALL WALLS WHERE REMOVAL OF PARTITIONS, WOOD WALL PANELS, OUTLETS, ETC. OCCUR. 6. PERFORM A_ ACDITIONAL DEMOLITION WORK THAT MAY BE REQUIRED Fl)R THE PROPER COMPLETION OF ALL NEW WORK. 7. REFER TO MECHANICAL DRAWINGS FOR EQUIPMENT TO BE REUSED. a 8. REFER TO PLUMBING DRAWINGS FOR WORK IN TOILET AREAS. CAP ALL WASTE •no LINES NOT BEING USED. ADJUST LOCATIONS OF REUSED HUBS AND LASES TO ACCOMMODATE NEW FIXTURES. 9. COMPLETELY REMOVE STOREFRONT TO LANDLORDS NEUTRAL PIER. PRO/IDE BARRICADE DURING CONSTRUCTION PER L-%NDLORDS REQUIREMENTS NOTE: NOT ALL NOTES ABOVE ARE USED. REFERENCE DRAWINGS FOR THOSE NOTES THAT APPLY. M N 1 4 •LJ� I I I \ \ / / \ \ / / Cr z N 0 Q EE � 5 �_ 1 3 0 Q � ,( a 0 - N P_ 0 / II I ; STORE NO: 01-3744 I ! I i� JOQ NO: 00017446 I I I STORE TYPE NEW I I CONS. TYPE: AS-IS LOCATION: STRIP DIV. V. PRES: STEVE PAPPAS ARCH. DRAWN BY: TED EVAN� r CHECKED BY: I I JAMLS HOWARD t 4 I I EN4 DRAWN BY: TOM CHISHOLM I I 1 4 ENQ CHECKED BY: SCARIA JOSEPH DATE 6--t-4 II - REVISIONS: II II II II II — II II II II II SHEET Dli Pacific Hwy 11705 Rj BUP1999-00261, MEC1999-00274 DEMOLITION PLAN 2 of 15 ',�'' 2 OFJ19 SCALE 1/4" = V-0" PROTOTYPE VER. 1.0 3 aw ate. uws�«d5a; . NOTICE: IF THE TOR TYPE ON ANY PRINT 1� I IITIIII I( I III ISI III I I III ISI III ! ' I III III I (I I(I III III II ! I I III III ! (I III III I�I III I I III III III�III I ( I l � l(I ( III I III III IIIIIII III III II111I1 III III VIII I � I I S I I I I A I I I A III I I I I I I I III I ► � I II S I IMAGE IS NOT AS CLEAR AS THIS NOTICE, - -11 - -- 1 - -- - -1 - 1 -- ---- I -- 6L =--- - 1 ------ I - -- 1 - - 101 - 11L�- --- 1� ITIS DUE TO THE QUALITY OF THE Na 38w ORIGINAL DOCUMENT I �, 8 Z 8 Z G1 Z A Z S1 Z b Z L Z �Z i Z O Z e I 8 I L t l 91t 9 T t E t Z{t t t Ojt 18 8 I' I III I I I I I►III ILII ILII IIIIIIII IIIIIIII► Illlf►III illlllll►Illlll►ILII{Iilillllilllllllll�lll�Il,llll�llllfllll Hill(►Ill�illl I(II�II�I►I(►►I►Illlll►ll(lI►II►II1►IIII(III. IIII��III �lllL24:K �J�l.11l�l Ll�l 11111111�IlIIIIIIIIIIIIITli��l��►NTLI IIII�IIlII II►III IIIIIIII► ► I► I ►III�I III x�ac' "w' , �fif�?:4 #'�?�rn.,oxmr�rna�m+xguu�nw:�repmw�ea�cv.�s:.�w� SPECIFICATIONS 1.^.10 F'ONTRACTOR AGREES TO ACCEPT ALL TENANT-FURNISHED DIVISION 3 - CONCRETE (WHERE CALLED FOR ON PLANS) 1.3.4.2 CORE TEST: 1.1.1.3 PLYWOOD: SHALL BE APA RATED SHEATHING, ALL 1.2 IN TA TION 1.3.2 FRAMES: COMBINED BUCK FRAMES AND TRIM -TYPE -S ! ITEMS ,kl THE JCB SITE AND UNLOAD AND TRANSPORT THESE VENEER CONSTRUCTION, EXPOSURE 1, SIZES SHALL BE AS DETAILED; 16 GA. STEEL BRAKE-FORMED TO PROFILE FREE OF G'r •A, ! DI'✓ISl�iiv 1 - GENERAL. REQUIREMENTS ITEMS FROM THE TRUCK BED OF DELIVERY CARRIER TO THE 1.3.4.2.1 PROVIDE ONLY WHEN SPECIFICALLY SO DIRECTED BY SHOWN ON THE DRAWINGS. 1.2.1 INSTALL INSULATION WITH VAPOR BARRIER ON THE WA'ZM WARP, BUCKLES AND FRACTURES WITH CORNERS SQUARE AND �`� sECT10N 03100 CONCRETE r�KMr110RK r �a STORE SPACE. MANY TIMES THE TENANT'S PURCHASE ORDER, THE ARCHITECT BECAUSE OF LOW CYLIP'- R TEST RESULTS. SIDE OR INSIDE AS THE CASE MAY BE. SHARP. REQUEST TAILGATE DELIVERY ITEMS. ICC CONTRACTOR 1.1.2 FIRE ",FTIARDANT TREATMENT: WOOD PLYWOOD AND SECTION6101a THEREFORE MUST ASSUME THAT ALL ITEMS WILL BE DELIVEF'LD 1.1 FORM .MATERIALS (WHLRE CALLED-FOR ON THE PLAN 1.3.4.2.2 CUT FROM LOCATIONS DIRECTED BY THE ARCHITECT, BLOCKING, WHE11'E SPECIFICALLY CALLED OUT ON TH'- DRAWING, 1.2.1.1 CUT THE MATERIAL TO FIT SNUGLY AROUND ALL 1.3.3 SHOP FINISH: AFTER FABRICATION, DOORS AND FRAMES TO THE SITE ON A TRUCK BED ONLY, ONCE RECEIVED, THE SECURING IN ACCORDANCE WITH ASTM C42, AND PREPARE AND WALL LEGENDS AND/OR DETAILS TO BE TREATED, SHALL BE FIRE OBSTRUCTIONS WITH EDGES AND JOINTS BUTTED TIGHT SO THAT SHALL BE DEGREASED, PHOSPHATIZED AND FACTORY PAINTED GENERAL REQUIREMENTS CONTRACTOR ASSUMES THE RESPONSIBILITY FOR THE ITEM. 1.1.1 'WOOD FORMS: FOR UNEXPOSED CONCRETE SURFACES, TEST !N ACCORDANCE %KITH ASTM C39. RETARDANT PRES'3URE IMPREGNATED WITH A FIRE-PROTECTIVE THERE WILL BE NO GAPS OR BREAKS IN THE INSULATION. INSIDE AND OUT WITH A RUST INHIBITIVE SYNTHETIC PRIMER. / -O NO. 2 COMMON OR BETTER LUMBER; FOR EXPOSED SURFACES, CHEMICAL TO PROVIDE A FLAME HAZARD CLASSIFICATION OF 25 1.4 HARDWARE PREPARATION ` 3-- 1.; DESCRIPTION 1.7 OCCUPATITONAL AFF . AND HEALTH ACT PLYWOOD FORMS OR FIBERBOARD LINING IN WOOD FORMS. 1.4 MIXING ANQ_ IV OR LESS IN CONFORMANCE WITH ''t,'i)ERWRITERS LABORATORIES 1.2.1.2 FRICTION FIT INSULATION INTO PLACE SO THAT TESTING REQUIREMEW I-3. EACH OF WOOD AND PLYWOOD INSULATION DOES NOT SAG OR SETTLE. 1.4.1 PREPARE DOORS AND FRAMES FOR HARDWARE, MORTISING, _ t ,�v 1.1.1 INDICATIONS ON THE DRAWINGS OR MENTION IN THE 1.7.1 THE CONSTRUCTION OF THE PROJECT SHALL COMPLY T P P 1.4.1 THE MEASUREMENT OF THE CONCRETE MATERIALS AND THE SHALT_ BEAR IDENTIFICATION SHG.. ." THE FIRE PERFORMANCE REINFORCING, DRILLING AND TAPPING SHALL BE DUNE AT THE �� + 1 SPECIFICATIONS OF ARTICLES, MATERIALS, OPERATIONS OR WITH AND MEET ALL THE REQUIREMENTS OF THE OCCUPATIONAL NON EXPANSION JOINT FILLER STRIPES: REMOLDED RATING AND ISSUED BY AN APPROVED TESTING AGENC',' HAVING .� �-��' MIXING AND DELIVERY OF FRESH CONCRETE TO THE JOB SHALL 1.2.1.3 IF APJp WHERE NECESSARY USE WIRE MOLDING TO HOLD FACTOPY FOR MORTISED HARDWARE. NON-EXTRUDIr'JG ASPHALT IMPREGNATED FIBERBOARD STRIPS OF cF INSULATION IN PLACE. METHODS REQUIRE THAT THE CONTRACTOR PROVIDE EACH ITEM SAFETY AND HEALTH ACT OF 1970, PUBLIC LAV 91-596 91ST MEET THE REQUIREMENTS OF ASTM C 94-78A "STANDARD A RE-CXAMINATION RVICE. INDICATED OR MENT1014ED OF THE QUALITY AND SUBJECT TO THE CONGRESS, S. 2193, DECEMBER 23, 1970, INCLUDING ALL THE REQUIRED ?HICKNESC SPECIFICATION FOR READY-MIXED CONCRETE". HARDWARE REINFORCEMENT PLATES IN DOORS AND FRAMES FOR QUALIFICATIONS NOTED. PROVIDE ALL LABOR, EQUIPMENT, AMENDMENTS AND BULLETINS TO AND THiOUGH THE TIME OF 1.1.3 PRESERVATIVE TREATMENT: LUMBER, EXPOSED TO SECTION 07820 HARDWARE SHALL BE 7 GA. FOR HINGES AND 12 GA. FOR ALL --- SERVICES AND INCIDENTALS. COI,iTRUCTION COMPLETION OF THE PROJECT. 1.2 ACCESSQ..FiLS 1.4.2 LABORATORY DESIGN MIX: EXTERIOR AND/OR IN GCNTACT WITH SLAB, FOP WOOD, PLYWOOD, OTHER HARDWARE. ------ TRIM, LOGOS, DOORS, BLOCKING AND FRAMING, WHERE SHEET METAL FLASHING AND TRIM 1.-/.2 AMERICAN WITH DI Aal1 E1 ACT. 1.4.3 PUNCH FOR AND INSTALL RUBBER SILENCERS ON ALL 1.2 JOB CONDITIONS 1.2.1 FORM TIES: BOLTS OR PATENTED DEVICES WITIT A TENSILE 1.4.2.1 AFTER APPROVAL OF AG('REGATE AND OTHER MATERIALS, SPECIFICALLY CALLED OUT ON THE DRAWINGS, WALL LEGENDS ■ • STRENGTH OF AT LEAST 3000 LBS.. TIES SHALL BE ADJUSTABLE PROVIDE MIX DESIGN IN ACCORDANCE WITH ACI 613. AND/OR DEIAIL_S TO BE TREATED, SHALL, BE IMPREGNATED WITH 1.1 MATERIALS INTERIOR HOLLOW METAL DOUR FRAMES. Q 1.2.1 THE CONTRACTOR AND HIS VARIOUS SUB-CONTRACTORS 1.7.3 THE CONSTRUCTION OF THE PROJECT SHALL COMPLY WI_H AND WITHOUT TUGS OR CONES WHICH WOULD LEAVE A HOLE OR A WOOD-PRESERVATIVE AND WATER REPELLENT SOLUTION O ... SHALL VISIT THE SITE AND VITRIFY FOR THEMSELVES EXISTING AND MEET ALL TIDE REQUIREME,ITS OF THE AMERICANS WITH1.4,2.2 PROVIDE DESIGNS FOR ALL MIXES PREPARED BY A MEETING THE REQUIREMENTS OF FED. SPEC. TT-W-5728 AND 1.1.1 SHEET METAL: ZINC COATED �•,ALVANIZED) COOPER STEEL 1.b INSTAUATIQLJ � CONDITIjNS AND THE NATURE AND EXTENT OF WORK TO BE DISABILITIES ACT, PUBLIC LAW lG1-336 AS OUTLINED IN THE DEPRESSION LARGER THAN N 7/8" IN EXPOSED CONCRETE. LICENSED CIVIL ENGINEER. SHEET MEETING ASTM--A-525-75, COATING DESIGNATION G90. Q EQUAL TO "WUUDLIFE". TREATMENT SHALL BE BY VACUUM 1.5.1 SETTING FRAMES AS FOLLOW: DONE. FEDER/,L REGISTER, VOLUME 56, NO. 144, EFFECTIVE JULY 26, PRESSURE CELL PROCESS TO A MINIMUM NET RETENTION OF 2 1991, INCLUDING ALL AMENDMENTS AND BULLETINS TG AND 1.3 FQ MW 1.4.2.3 FLY ASH IN THE MIX SHALL BE USED ONLY WITH THE LBS. PER CU. -T. OF WOOD, TREATED LUMBER SHALT_ BE WITH SOLDER: MADE FROM BLOCK TIN AND PIG LEAD (5U/50) 0 ar THROUGH THE TIME OF CONSTRUCTION OF THE PROJECT. STRUCTURAL WRITTEN APPROVAL OF THE ARCHITECT, ti WITH NO ANTIMONY AND MEETING ASTt`i-B-32-76. .5.1.1 SET FRAMES ACCURATELY TO MAINTAIN SCHEDULED 1.2.2 LOCATION OF UTILITIES AND STUB-UPS SHOWN ON THE AIR-SEASONED L.EFORE BEING USED. DRAWINGS ARE BASED UPON THE BEST INFORMATION AVAILABLE 1.3.1 GENCRAL: FORM ALL CONCRETE UNLESS SHOWN DIMENSIONS, HOLD HEAD LEVEL AND MAINTAIN JAMBS PLUMB � CO AND ARE BELIEVED TO BE CORRECT. THE CONTRACTOR AND HIS 1.8 LMPORARY UTILITIES OTHERWISE. FORMWORK SHALL MEET THE REQUIREMENTS OF ACI 1.5 ONCRETE FLOOR AND SLAB F �� 1.1.3 SEALANT: ONE PART POLYSULFIDE POLYMER BASE AND SQUARE. Q (NISI,�S 1.1.4 ROUGH HAF�WA� � VARIOUS SUB-CONTRACTORS ARE ADVISED TO VERIFY FOR 347-68 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK." SEALANT MEETING FED. SPEC TT-S-00230C, TYPE 11. W 1.8.1 WATER: CONTRACTOR 10 PROVIDE AND PAY FOR WATER c 1.5.1 BRUSH: PROVIDE A TEXTURE FINISH FOR EXTERIOR 1.5.1,2 ANCHOR FRAMES SECURELY TO ADJACENT THEMSELVES THE EXACT LOCATION(S) AND, IF FOUND TO BE DIMENSIONS GIVEN ON THE DRAWINGS ARE THE MINIMUM NET 1.1.4.1 ANCHORS, BOLTS, SCREWS AND SPIKES SHALL 8... OF N ~ CONSTRUCTION. ANCHOR TO FLOOR AT EACH JAMB WITH 1W0 SUBSTANTIALLY DIFFERENT FROM THAT SHOWN OR NON-EXISTENT, USED IN CONSTRUCTION. MEASUREMENTS OF THE STRUCTURAL MEMBERS. CONCRETE PLATFORM SLABS & SIDEWALKS. PROPER TYPES ANO SIZES 10 SUPPORT THE WORK AND TO SECTION 07000 O SHALL NOTIFY THE ARCHITECT IMMEDIATELY, DRAW THE MEMBERS INTO PLACE AND HOLD THEM SECURELY. BOLTS TO PREVENT TWIST, T_ 1.8.2 ELECTRICITY: PROVIDE AND PAY FOR ELECTRICITY USED IN JOINT SEALERS t 0 1.3DISCREPANCIESCONSTRUCTION. AND CONSTRUCTION: CONSTRUCT FORMS TO THE DIMENS',ONS DIVISION 5 METALS 1.5.2 HANGING DOORS: � cl AND SHAPES OF THE CONCRETE MEMBERS AS DETAILED AND 1.1.4.2 ROUGH HARDWARE EXPOSED TO THE WEATHER OR 1.3.1 IN CASE OF DISCREPANCIES BETWEEN THE DRAWINGS AND 1.8.3 TEMPORARY LIGHTING: PROVIDE, PAY FOR AND MAINTAIN SCHEDULED. SET, ASSEMBLE AND BRAG FORMS TO WITHSTAND EMPEDDED IN EXTERIOR MASONRY WALLS SHALL BE GALVANIZED. 1.1 MATERIALS 1.5.2.1 FIT AND HAND HOLLOW METAL DOORS, USING THEam SPECIFICATIONS, THE BETTER QUALITY AND GREATER QUANTITY LIGHTING INSIDE THE BUILDING FOR SAFE AND ADEQUATE WET CONCRETE CONSTRUCTION LOADS WITHOUT DEFLECTIONS, SECTION 05400 HARDWARE FURNISHED IN THE FINISH HARDWARE SCHEDULE W 4 SHALL BE FURNISHED. 1.2 I�TALLATI01� 1.1.1 EXTERIOR SEALANT: � � � Q WORKIi IG CONDITIONS. MOVEMENT OR LEAKAGE. SECT ION 08710. ■ x COLD FORM METAL FRAMING 1.2.1 GENERAL: FRAME MEMBERS PROPERLY, FIR CLOSELY, SET 1.1.1.1 FOR JOINTS LESS THAN 1" WIDE; PECORA "GC-9 1.5.3 EDGE CLEARANCES SHALL BE PROVIDED AS FOLLOWS: UJ 1.4 CODES 1.8.4 HEATING: PROVIDED, PAY FOR AND MAINTAIN HEAT SECTION 03200 ACCURATELY AND SECURE RIGIDLY IN PLACE. DO NOT SPLICE SYNTHACAULK SONNEBORNE SONOLASTIC ONE-PART" OR NECESSARY FOR PROPER CONDUCT OF OPERATIONS NEEDED IN 1.1 MAT IA BETWEEN BEARING POINTS. APPROVED EQUAL ONE-PART POLYSUI_FIDE POLYMER BASE 1.4.1 ALL WORK SHALL BE IN ACCORDANCE l:"TH REQUIREMENTS THE WORK. CONCRETE REINFORCEMENT (WHERE CALLED FOR ON THE PLAN) SEALANT MEETING FED. SPEC, TT-S•- 00230C TYPE 11, COLOR 1.5.3.1 BETWEEN DOOR AND FRAMES AT HEAD AND JAMB i 1/8 ,� '10 x^� OF LOCAL CODES AND ANY OTHER STATE AND NATIONAL CODES 1.1 1. STEEL STUDS SHALL BE IN ACCORDANCE WITH AISI 1.2.2 BLOCKING: INSTALL BLOCKING TO STIFFEN THE STRUCTURE AS SELECTED. fir kv) 1.8.5 TELEPHONE: MAKE NECESSARY ARF.ANGEMEPJTS AND PAY 1.5.3.2 AT DOOR SILLS: INHERE NO THRESHOLD IS USED 3 '8" co HAVING JURISDICTION. CODE REQUIREMENTS SHA,L SUPERSEDE AND SUPPORT OF OTHER WORK. PROVIDE BLOCKING TOR / 1.1 MATERIALS "SPECIFICATIONS FOR THE: DESIGN OF COLD FORMED STEEL. � � ..� DRAWINGS AND SPECIFICATIONS. COSTS FOR INSTALLATION AND OPERATION OF TELEPHONE INSTALLATION OF WALL HUNG FIXTURES. 1.1.1.2 FUR JOINTS 1" WIDt AND LARGER; PECORA MAX.MAX. WHERE THRESHOLD IS USED -3/4" MAX. �.,, SERVICE 10 THE CONTRACTOR'S OFFICE AT THE SITE. STrt'JCTURAL MEMBERS", LATEST ADDITION. O 1.1.1 REINFORCING BARS- DEFORMED BILLET STEEL MEETING T SONNEBORN "NP-II, TREMCO" "DYMERIC," MULTI-PART, NON Cl) 1.5 PRQTECTIO 1.2.3 NAILEF,S: INSTALL NAII_ERS OF ADEQUATE SIZE WHERE SECTION tl8210 Af,in ASTM A 615-82 WITH SUPPLEMENTARY REQUIREMENTS S1 SAG POLYURETHANE RT. COL SEALANT MEETING FED. SPEC W 1 1.8.6 SANITARY" FACILITIES: PROVIDE .. PAY FOR THE l� )� 1.1.2 PARTITION STUDS: NON-LOADBFARING PARTITION STUDS DETAILED. HAILERS SHALL BE BOLTED IN PLACE WITH 3/5" TT-S-00227E, TYPO 11. COLOR AS SELECTED. 1.5.1 THE CONTRACTOR SHALL TAKE OVER AND ASSUME TEMPORARY SAN;T^,R'i FACILITIES IN THE QUANTITY REQUIRED GRADE 60. SHALL BE "SJ" STYLE AS MANUFACTURFD BY USG OR ANWOOD DOORS BOLTS AT 12" O.C. UNLESS NOTED OTHERWISE. EXTERIOR RESPONSIBILITY FOR THE PREMISES AND SHALL PROVIDE AND FOR USE BY ALL PERSONNEL. MAINTAIN IN A SANITARY APPROVED EQUAL ANO MEETING THE REQUIREMENTS OF ASTM NAILERS AND WOOD BEARING DIRECTLY ON CONCRETE SHALL BE 1.1.2 POUR-GRADE SEALANT: PECORA "UREYPAN 201", OR ♦♦ �� MA:;MAIN ALL PROTECTIONS REQUIRED BY THE GOVERNING LAWS, CONDITION AT ALL TIMES. 1.1.2 REINFORCING FABRIC: WELDED STEEL WIRE FABRIC A-446, GRADE A WI-.H A MINIMUM YIELD STRENGTH OF 33,000 OF PRESERVATIVE TREATED LUMBER AS SPECIFIED. APPROVED EQUAL ONE-PART POLYURETHANE SEALANT MEETING 1.1 MATERIALS O O REGULATIONS, AND ORDINANCES. THE CONTRACTOR AND HIS MEETING ASTM A 185--73. PSI. FED. SPEC. TT-S-230C, TYPE I SELF-LEVELING. COLOR A5 1,1,1 FLUSH DOORS: TYPES AND SIZES DETAILED AND NOT 0 VARIOUS SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR ANY 1.8.7 ENCLOSURES: PROVIDE AND MAINTAIN FOR THE DURATION 1.2.4 BUCKS: INSTALL WOOD BUCKS FOR FRAMC-S AS REQUIRED. M LL OF CON-) RUCTION ALL SCAFFOLDS TARPAULINS CAN( IES SELECTED. ES' LOSS OR DAMAGE CAUSED BY HIS/THEIR WORKMEN TO THE � � � �� 1.1.3 TIE WIRE: 16 GAUGE ANNEALED STEEL WIRE. 1.1.2.1 SIZES: AS SHOWN ON THE DRAWINGS. MEMBERS SHALL BE AT LEAST 2 X 4 MATERIAL AND SHALL BE Lc..., THAN AWI CUSTOM GRADE AS DEFINED IN SECTION 1' ,0 WARNING SIGNS, STEPS, PLATFORMS, BRIDGES AND OI HER OF AWI QUALITY STANDARDS. ADHESIVE FOR FACES AND ROSS PROPERTY, WORK OR MATERIALS INSTALLED, AND SHALL MAKE � SECURELY SPIKED TOGETHER. 1.1.3 INTERIOR SEALANT: PECORA "AC-20", SONNEBORNE GOOD ANY LOSS, DAMAGE OR INJURY WITHOUT ADDITIONAL COST TEMPORARY CONSTRUCTION NECESSARY FOR PROPER COMPLETION BANDS SHALL BE TYPE I. OF TFiC WORK IN COMPLIANCE WITH PERTINENT SAFETY AND 1 .1.4 ACCESSORIES: A�JCHORS, DOWELS, SPACERS, CHAIRS, 1,1,2,2 GAUGE: 25 UNLESS OTHERWISE SHOWN. "SONOLAC". OR APPROVED EQUAL ACRYLIC LATEX, GENERAL TO THE LANDLORD AND/OR TENANT. BOLSTERS AND OTHER DEVICES FOR SUPPORTING AND FASTENING 1.2.5 TELEPHONE: BACKBOARDS: PROVIDE 2'X4' (UNLESS PURPOSE GUN GRADE SEALANT. OTHER REGULATIONS. " 1.1.2 LOUVERS: INVERTED "V" SIGH"TPROOF TYPE 'IXED REINFORCEMENT WHICH ARE NORMALLY CONSIDERED AS 1.2 INSTALLATION OTHERWISE N INDICATED TELEPHONE BACKBOARD OF 3/4 THIC'� LOUVERS; TITUS CT-7011 OR EQUAL ALUMINUM DOOR LOUVERS. 1.6 TEMPORARY FACILITIES. CONTROLS AND TENANT FUFit:I tT 1.8.8 MAINTAIN TEMPORARY FACILITIES AND CONTROLS AS LONG ACCESSORIES TO THE CONCRETE WORK. PLYWOOD AS INDICATED ON ELECTRICAL POWER PIAN. 1.1,4 THRESHOLD SEALANT: PECORA "BC-158 BUTYL RUBBER" STANDARD 11 EMS AS NEEDED FOR SAFE AND PROPER COMPLETION OF THE WORK. 1.2.1 ATTACH FLOOR RUNNERS TO CONCRETE STABS USING OR .APPROVED EQUAL ONE-PART BUTYL rtUBBER POLYMERIC MILL FINISH. PROVIDE WHERE SCHEDULED.1.6.1 TEMPORARY BARRICADES: THE CONTRACTOR SHALL ERECT 1.2STALLA INSTALLATION POWER DRIVEN FASTENERS OR MACFSECTION 06.200 SEALANT MEETING FED. SPEC. TT•-5-001657. COLOR ASINE SCREWS AND EXPANSION 1.2 INSTALLATION 1 .8.9 REMOVE SUCH TEMPORARY FACILITIES AND CONTROLS AS SELECTED. TEMPORARY ENCLOSURES OVER OPENINGS WHEN SUCH ACTION IS SHIELD. LOCATE FASTENERS AT CORNERS, AT RUNNEL ENDS, NECESSARY FOR PROPER INSTALLATION OR PROTECTION OF ANY RAPIDLY AS PROGRESS OF THE WORK WILL PERMIT, OR AS 1,2,1 GENERAL: REINFORCED-IT SHALL MEET REQUIREMENTS OF 081 SAME AS FOR STEEL DOORS AND FRAMES, REFER SECTION AND SPACED NO MORE THAN 24" 0. C.. FINISH CARPENTRY 1.1.5 PRIMER: SYNTHETIC RESIN SOLUTION RECOMMENDED BY 08100. PORTION OF THE WORK. COST FOR SUCH BARRICADES SHALL DIRECTED BY THE ARCHITECT. ACI 318-- 77, "BUILDING CODE REQUIREME14TS FOR REINFORCED I PE PAID FOR BY RadioShack AND PASTED ON TO PPE THE SEALANT MANUFACTURE. CONTRACTOR BY CHANGE ORDER. 1.1 1 PRO,JEC"f CLOSE-OUT CONCRETE. SECTION 05500 1.1 MATERIALS SECTION 08710 1 1.1 6 BACKING MAI"ER AL: EXPANDED, CLOSED-CELL NEOPRENE 1.6.2 TEMPORARY TRASH STORAGE AND REMOVAL: THE 1.1 1.1 THE PROJECT SHALL BE LEFT PROFESSIONh-LYCLEANED 1.2.2 PLACING: ASSEMBLE REINFORCING STEEL IN THE FORMS METAL FABRICATIONS 1.1.1 INTERIOR WOOD: LUMBER SHALL BE KILN-DRIED TO A OR POLYETHYLENE ROD STUCK. FINISHED HARDWARE CONTRACTOR SHALL MAKE PROVISIONS AND CCJRDINATE WITH AT ITS' COMPLETION. WIRED AND FASTENED SECURELY SO THAT IT REMA114S IN MOISTURE CONTENT BETWEEN 6% AND 11%. POSITION WITHOUT DISPLACEMENT WHILE CONCRETE IS PLACED. 1.2 PREPARAT�N 1.1 AALTERNATI�jf5 FOR THE STORAGE AND REMOVAL OF CONSTRUCTION DEBRIS AND THE LANDLORD'S PROJECT MANAGER TO PROVIDE ARRANGEMENTS 1.1 [�,ti TCR PTION 1.1.2 LUMBER FOR TRIM, MOLDINGS AND CABINETRY TO RECEIVE 1.11.2 ALL RUBBISH SHALL BE PROPERLY DISPOSED OF SHALT_ PAY COST FOR SUCH PROVISIONS. OFF-S11"E REFER 01010-1.6.8. SECTION 03300 1.1.1 WORK INCLUDED: THIS WORK COMPRISES FABRICATING AN OPAQUE (PAINT-) FINISH SHALL BE AW PREMIUM GRADE 1.2.1 JOINT SURFACES SHALL BE CLEAN AND DRY. REMOVE 1,1,1 SUBSTITUTIONS: FIRST QUALITY ITEMS WHICH ARE I AND INSTALLING MISCELLANEOUS METAL WORK AND RELATED BIRCH, BASSWOOD, POPLAR OR OTHER APPROVED HARDWOODS. LOOSE MATERIAL COMPLETELY BY COMPRESSED AIR OR COMPARABLE TO THE BRANDS SCHEDULED WILL BE ACCEPTABLE 1.11.3 ALL EXTRA TANDY SUHPLIED MATERIALS SHALL REMAIN IN REFER SECTION 06100 - 1.1.4 FOR FIRE RETARDANT TREATMENT BRUSHING. UPON WRITTEN APPROVAL BY THE TENANT. 1.6.3 TEMPORARY FIRE PROTECTION: THE CONTRACTOR SHALL CAST4N-PLACE CONCRETE (WHERE CALLED FOR ON THE PLAN) ITEMS. OF TRIM, MOLDINGS, AND MILLWORK, PLYWOOD, ETC. WHERE PROVIDE AND MAINTAIN FIRE EXTINGUISHERS AND OTHER THE STORE AFTER CONSTRUCTION HAS BEEN COMPLETED. SPECIFICALLY CALLED OUT ON THE DRAWINGS TO BE TREATED. 1.2.2 JOINTS TO BE CAULKED SHALL BE AT LEAST 1/4" WIDE. 1.2 MATERIAL EQUIPMENT AS NECESSARY FOR PROPER FIRE PROTECTION DIVISION 2 - SITEWORK (Where celled for on the plans.) 1.1 JOB CONDITIONS 1.2 SUBMITTALS CUT OR GRIND JOINT IF NECESSARY TO MAINTAIN WIDTH. ■ DURING CONSTRUCTION. 1.1.3 PLYWOOD SHALL BE 5 - PLY HARDWOOD FACED, TYPE 11, 1.2.1 BUTS & HINGES: ONLY BUTTS AND HINGES 1.6.4 PROTECTION OF WORK IN PLACE: WORK IN PLACE THAT IS SErnON 02577 1.1.1 LNVIRONMENTAL REQUIREMENTS: 1.2.1 SHOP )RAYYINGS: SUBMIT SHOP DRAWINGS OR PRODUCT GRADE 30 OR BETTER, THICKNESS A INDICATED ON PLANS. 1.2.3 PACK WITH BACKING MATERIAL THE VOIDS AROUND THE MANUFACTI IRED BY STANLEY, HAGER, LAWRENCE OR MCKINNEY SUBJECT TO INJURY BECAUSE OF OPERATIONS BEING CARRIED DATA, AS P_RTIN�I!T, FOR EACH ITEM SCHEDULED, TO THE METAL FRAMES WHICH ARE DEEPER THAN THE DEPTH REQUIRED WILL BE ACCEPTABLE. ALL SHALI RE FURNISHED WITH FLAT ON ADJACENT THERETO SHALL BE COVERED, BOARDED UP, OR PAVEMENT MARKING 1.1.1.1 DO NOT PLACE CONCRETE WHEN TEMPERATURE IS BELOW ARCHITECT FOR REVIEW BEFORE ANY WORK IS FABRICATED. 1.1.4 PARTICLEBOARD c,',:LL BE MEDIUM DENSITY, MAT-FORMED FOR CAULKING. BUTTON 7'S UNLESS OTHERWISE NOTED. 40DEGREES F. MEETING C.S. 21F71 -66, TYPE 1-B-2, THICKNESS AS INDICATED SUBSTANTIALLY ENCLOSED WITH ADEQUATE PROTECTION. ALL ON PLANS. 1.2.4 IN OPEN JOINTS AND WHERE DETAILED, INSTALL ROD 1.2.2 LOCKS AND TRIM: LOCKS AND LrNTCHES ARE SCHEDULED FORMS OF PROTECTION SHALT.. BE CONSTRUCTED IN A MANNER 1.1 DESCRIPTION 1.3 FASTENER STOCK AS BACKING MATERIAL. IN DOOR SCHEDULE SHEET A3. LIKE DESIGNS AND QUALITY SUCH THAT, UPON COMPLETION, THE ENTIRE WORK WILL BE 1.1.1.2 DURING HOT WEATHER, TP,KE SPECIAL CARE TO PREVENT DELIVERED TO THE TENANT IN PROPER, WHOLE AND 1.1.1 PAINT ANY NEW AND/OR REWORKED LINES AS SHOWN ON HIGH TEMPERATURES IN THE FRESH CONCRETE. USE A SET 1,3.1 FOR EXE LRIOR USE AND WHERE BUILT INTO EXTERIOR WILL BE ACCEPTABLE AS INDICATED IN HEADING 1,1.1. UNBLEMISHED CONDITION. THE DRAWINGS WITH A CHLORINATED RUBBER BASE PAINT RETARDING ADMIXTURE TO ASSURE CONCRETE REMAINS 1.2 INSTAL ATI�N META WHERE SEALANT IS TO BE APPLIED AGAINST SMOOTH DESIGNED FOR APPLICATION TO ASPHALTIC CONCRETE PAVING, WALLS, PROVIDE ZINC-COATED FASTENERS. METAL SURFACES, WIPE THESE SURFACES CLEAN WITH A 1,2.2.1 FURNISH LOCKS WITH ASA STANDARDIZED STRIKES. WORKABLE, FOR FLATWORK, USE A SPRAY-ON EVAPORATION 1.2.1 WORKMANSHIP: EXPOSED WOODWORK, GENERALLY SHALL SUITABLE KETONE SOLVENT IMMEDIATELY PRIOR TO CAULKING. 1.6.5 MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS AND COLOR SHALL BE WHITE. , M EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY THF RETARL ANT "C.S. 309" AS MANUFACTURED BY W.R. MEADOWS ,.:;2 PROVIDE FASTENERS OF TYPE, GRADE, AND CLASS HAVE A SMOOTH FINISH FREE FROM MACHINE AND TOOL MARKS, 1.2.2.3 CLOSURES: FULL RACK AND PINION TYPE WITH N ABRASIONS, AND RAISED GRAIN ON EXPOSED SURFACES. JOINTS 1.3 APPLICAIIOPJ ADJUSTABLE SPRING POWER AND BACKCHECK AND AS N N MANUFACTURERS, All LIKE MATERIALS USED SHALL BE NEW AND 1.2 INSTALLATION OR AN APPROVED EQUAL. INSTALL IN STRICT ACCORD WITH REQUIRED FOR THE PARTICULAR USE. MANUFACTURER'S WRITTEN INSTRUCTIONS. SHALL BE TIGHT AND SO FORMED AS TO CONCEAL SHRINKAGE, MANUFACTURED BY L_CN, NORTON, SARGENT, CORBIN, RUSSWIN, a, FREE FROM DEFECTS. ALL LIKE MATERIALS USED SHALL BE OF MITER ALL JOINTS AT CORNERS, COPE ALL JOINTS AT 1.3.1 PRIMING: PRIME POROUS JOINT SURFACES, PARTICULARLY OR YALE OR AS INDICATED IN DOOR AND FRAME SCHEDULE. THE SAME MANUFACTURER AND QUALITY UNLESS OTHERWISE 1.2.1 AREAS TO RECEIVE PAINT SHALL BL CLEAN AND DRY. 1.4 OTHER MAT LAS SPECIFIED DO NOT PAINT WHEN THE TEMPERATURE IS BEI-OW 40 DEGREES 1.1.2 COORDINATION: NOTIFY OTHER, TRADES AND CONTRACTORS INTERSECTIONS. CONCRETE AND MASONRY. F OR A RELATIVE HUMIDITY ABOVE 85%. WELL IN ADVANCE OF PLACING CONCRETE TO ALLOW THEM 1.4.1 PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED 1.2.2 INTERIOR 'WOODWORK INSTALLATION: 1.3.2 DEPTH JF CAULK: GENERALLY, CAULK JOINTS TO BEA 1.4 KEYING r 1.6.6 WORKMANSHIP: ALL WORK UNDER THIS CONTRACT SHALL SUFFICIENT TIME IN WHICH TO INSTALL WORK WHICH IS TO BE BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, DEPTH NO GREATER THAN JOINT WIDTH, BUT NEVER LESS THAN 1.4,1 KEYS: MASTER-KE( ALL LOCKS IN ONE SET. FURNISH V) _ PE PERFORMED BY COMPETENT WORKMEN, AND EXECUTED IN A BUILT OR CAST INTO THE CONCRETE. AS SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL 1.2.2.1 ACCURATELY SCRIBE AND CLOSELY FIT FAC'_- PLATES, 1/-4DEEP. MASTER KEYS AND CHANGE KEYS IN ACCORDANCE WITH THE 0." v NEAT AND WORKMAN-LIKE MANNER. ALL MATERIALS AND OF THE ARCHITECT. FILLER STRIPS AND TRIM STRIPS TO ABUTTING WALLS AND TO WISHES OF THE TENANT, m z WORKMANSHIP SHALL BE GUARANTEED FOR A MINIMUM OF ONE: 1.2 QQNCRETE MATERIALS IRREGULARITIES OF ADJACENT SURFACES. 1.3.3 CAULKING: APPLY .SEA'._.NT IN ACCORDANCE WITH THE 0 a o0 ' YEAR AFTER THE DATE OF ACCEPTANCE OF THE FACILITY BY THE 1.5 SHOP PAINT MANUFACTURER'S INSTRUCTIONS. 1.5 HARDWAR. SCHEDULE O ° w Q TENANT. 1.2.1 CEMENT: PORTLAND CE'"F'JT OF DOMESTIC MANUFACTURE 1.2.2.2. SET WOOD FINISH STRAIGHT, PLUMB AND LEVEL, IN TRUE N 0:: N 1.6.7 THE CONTRACTOR SHALL MAINTAIN THE PREMISES INA MEETING ASI rel C 150-78, TYPE 1. 1.5.1 PRIMER: USE "10-99" TNEMEC PRIMER" OR "RUSTOLEUM ALIGNMENT AND RIGIDLY FASTENED IN PIACF NAILING AND 1.3.4 FILL JOINTS FLUSH WITH ADJACENT SURFACES EXCEPT 1.5.1 REFER DOOR SCHEDULE. WW FASTENING SHALL BE CONCEALED WHERE POSSIBLE. WHERE A RECESSED JOINT IS SPECIFICALLY DETAILED. TOOL �_ E" o W ?= CLEAN AND ORDERLY FASHION DURING THE ENTIRE NUABER 5769 PRIHER" BEADS WITH A SLED RUNNER OR SIMILAR TOOL TO INSURE FULL SECTION 08600cel L: N CONSTRUCTION PERIOD, REMOVING ALL TRASH AND RUBBISH 1.2.2 FINE AGGREGATE: WASHED SAND MEETING ASTM C 33-78 1.2.2.3 FABRICATE ALL CABINET WORK AT THE MILL Ah✓ CONTACT WITH JOINT FACES. Q- U N F C3 FROM THE JOB SITE DAILY AND PLACING IN DUMPSTER(S). ALL AND WITH A FINENESS MODULUS OF BETWEEN 2.50 AND 3.00. 1 5.2 FOR REPAIR OF GALVANIZING, USE A HIGH ZINC-DUST ASSEMBLE IN SIP,GLE AND COMPLETE UNITS, INSOFAR AS THE GLASS S GLAZING CONSTRUCTION DEBRIS SHALL BE CONTAINED WITHIN THE CONTENT PAINT COMPLYING WITH MIL-P-2.1035. DIMENSIONS THEREOF WILL PERMIT SHIPMENT TO AND 1.3.5 CAULK THE FOLLOWING: DESIGNATED CONSTRUCTION SITE BOUNDARIES. 1.2.3 COURSE AGGREGATE: CLEAN CRUSHED STONE OR WASHED INSTALLATION AT THE BUILDING. CONSTRUCT LARGE PIECES 1.1 QUALITY ASSURANQ GRAVEL MEETING ASTM C 33-78. 1.6 MISCELLANEOUS METAL SCHEDULE REQUIRING SECTIONAL. CONSTRUCTION SO THER SEVERAL PARTS 1.3.5.1 INSIDE ANP OUTSIDE JOINTS ADJACENT TO WALL 1.6.8 REFER RESPONSIBILITIES SCHEDULES THROUGHOUT ARE ACCURATELY FITTED AND ALIGNED WITH LACH OTHER. CONSTRUCTION AROUND THE PERIMETER OF ALL METAL FRAMES 1.1,1 SAFETY STANDARDS: GLAZING PROCEDURES AND STORE NO: 01-3744 DRAWINGS FOR ITEMS SPECIFICALLY CALLED OIIT 'TO BE 1.2.4 ADMIXTURE: WATER-REDUCING ADMIXTURE: MASTER 1.6.1 GENERAL: THE FOLLOWING IS A GENERAL LIST OF THE IN EXTERIOR WALLS. MATERIALS SHALL MEET THE REQUIREMENTS OF CPSA "SAFETY jJOb Q- 00017446 FURNISHED AND/OR FURNISHED/INSTALLED BY TENANT. THE BUILDERS "POZZOLITH" GIFFORD-HILL "PSI" OR EQUAL MEETING 1.2.3 HARDWARE APPLICATIO14: FURNIStA AND INSTALL THE STANDARD FOR ARCHITECTURAL GLAZING MATERIALS' 16 CFR �" METAL_ WORK TO BE FURNISHED UNDER THIS SECTION OF THr ( CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIPT, PROTECTION, CA`'�EWORK HARDWARE REQUIRED IN THIS SECTION. OTHER 1.3.5.2 OTHER JOINTS WHERE CAULKING IS DETAILED OR NOTED 1202 ISSUED JULY 6, 1977. VERIFICATION OF QUANTITIES AND TYPES OF MERCHANDISE ASTM C 494-79 TYPES "A', 'D AND "E SPECIF!�ATIONS. OTHER ITEMS OF MI,CELlANEOUS METAL WORK HARDWARE WILL. Pk FURNISHED AND CELIVERED AS SPECIFIED IN ON THE DRAWINGS. ) STORE TYPE NEW RECEIVED BY HIMSELF OR HIS SUBCONTRACTORS. THE SHOWN AND NOTED ON THE DRAWINGS AND NOT MENTIONED SECTION 08710 Al.") THE CONTRACTOR' SHALL RECEIPT FOR AND CONTRACTOR WILL MAIL WEEKLY, TU THE TENANT'S PROJECT 1.2.5 WATFR: CLEAN AND POTABLE. ELSEWHERE IN THE SPECIFICATIONS SHALL BE FURNISHED AS BECOME RESPONSIBI-E. FOR THE HARDWARE ON DELIVERY TO THE 1.4 QL(<ANLN 1'2 L�LASS CONS. T`, AS-IS MANAGER, ALL SIGNED RECEIVING DOCUMENTS, FREIGHT THOUGH SPECIFICALLY DESCRIBED HEREIN. JOB. 1.2.1 TEMPERED CLEAR: 1/4" AND 1/2- THICK I EMPERED CLAIMS, AND MISSING ITEM REPORTS FOR ALL ITEMS FURNISHED 1.3 SELECTING PROPQRTIONS FOR CONCRETE 1.4.1 CLEAN ADJACENT SURFACES OF SOILING DUE TO CAULKING LOCATION: STRIP BY THE TENANT. DAMAGE CLAIMS AND MISSING ITEMS SHALL BE 1.6.1.1 THRESHOLDS: EXTRUDED AL'JhINUM OR FERROGRIT 1.2.3.1 PROVIDE PROPERLY SIZE[' AND ACCURATELY LOCATED OPERATIONS, THIS APPLICATOR SHALL BE RESPONSIBLE FOR AND POLISHED PLATE . FLOAT GLASS CERTIFIED WITH CATEGORY II _ INDICATED ON THE RECEIVING DOCUMENTS WITH A NOTATION 1.3.1 STRENGTH: SELECT PROPORTIONS FOR A MIX 1XSIGNED SADDLES OF "THE TYPES AND SIZES DETAILED, COPE ENDS TO MORTISES AND DRILLED HOLES FOR HARDWARE, USING SHALL BEAR THE COSI OF REPLACING ANY MATERIAL DAMAGED OF 16 CFR 1201. REFER TO DRAWINGS FOR LOCATION, DIV. V. PRES' INDICATING EXACT ITEMS MISSING OR DAMAGED AND A TO PRODUCE CONCRETE WITH 28 DAY MINIMUM COMPRESSIVE FIT THE INTENDED FRAMED OPENINGS. APPROPRIATE JIGS, TEMPLATES AND POWER MORTISING OR DISCOLORED DUE TO CAULKING OPERATIONq STEVE PAPP,aS 1.3 INSTALLATION DESCRIPTION OF THE CIRCUMSTANCES SURROUNDING THE LOSS STRENGTH OF 3000 PSI, UIILESS OTHERWISE MUTED OR EQUIPMENT. ARCH. DRAWN BY: OR DAMAGE. IN ADDITION TO THE WRITTEN N011FICATION OF2 METAL FRAMES SHALL_ BE DRILLED AND TAPED 3 2. . TED EVANS LOST OR DAMAGED MERCHANDISE, THE PROJECT MANAGER SHALT_ SPECIFIED. 1.6.1.2 MISCELLANEOUS ITEMS: FURNISH MISCELLANEOUS 1.3.1 SETTING GLASS: DO THE GLAZING OF STOREFRONT AND H. TEANGLES, (.Hnr;NELS, CLIPS, BOLTS, ANCHORS, STEEL SHAPES 1. DIVISION 8 - DOORS & WINDOWS DOORS. GLAZING SHALL BE DONE AT THE SITE BY SKILLED ARCCHECKED BY: BE 140TIFIED BY TELEPHONE IMMEDIATELY UPON DISCOVERY OF 1.3.2 ADMIXTURE: ,ISE ADMIXTURE IN ALL CONCRETE. SELECT AND THE LIKE SHOWN THROUGHOUT THE DRAWINGS AND NOT ACCURATELY. GLAZIERS IN CONFORMANCE WITH THE GENERAL CONDITICNS JAMES HOWARD LOSS OR DAMAGE. THE CONTRACTOR WILL BE CHARGED FOR GOVERNING GLAZING IN THE FGMA GLAZIIJG MANUAL. ANY ITEM THAT IS LOST OR DAMAGED WHEN HE HAS 140T THE TYPE (NORMAL, RETARDED OR HIGH EARLY) BEST SUITED SPECIFICALLY CALLED FOR TO BE FURNISHED WITH IAOTHER ITEM 1.2,3.3 FIT HARDWARE ACCURATELY, REMOVE UNTIL PAINTER'S EMM DRAWN BY: F=OLLOWED THE PROCEDURES INDICATED ABOVE. FOR THE TEMPERATURE C0r'UITIONS AT THE TIME THE CONCRETE OR UNDER ANOTHER SECTION OF THE WORK. I SECTION 08100 TOM CHISHOLM FINISH S APPLIED AND THEN REPLACE A'!L: ADJUST. IS PLACED AND FINISHED. 1.3.1.1 GLAZING OF STOREFRONT SHALL BE DONE IN STEEL DOORS 8 FRAMES CONFORM4NCE WITH THE METHODS RECOMMENDED BY THE ENCS. CHECKM BY: 1.6.9 DELIVERY OF TENANT-FIJRNISHED ITEMS: THE TENANT'S 1.7 IN5TALlA.fIQN, 1.2.3.4 FLOOR STOPS IN AREAS TO BE CARPETED SHALL BE SCARIA JOSEPH PROJECT MANAGER WILL PROVIDE TO TNF CONTRACTOR HIS 1.3.3 SLUMP: SELECT PROPORTIONS TO PRODUCE CONCRETE INSTALLED DIRECTLY ON THE CONCRETE SURFACE BEFORE THE MANUFACTURER OF THE VARIOUS AND SPECIFIC JOB CONDITION. DELIVERY SCHEDULE FOR TENANT-FURNISHED ITEMS AT THE WITH THE FOLLOWING MAXIMUM SLUMP: 1.7.1 DELIVER, STORE AND ERECT METAL_ WORK IN SUCH CARPET IS PUT DOWN, 1.1 y^ A ITY ASS RAN DATE BEGINNING OF I i!E PROJECT. SHOULD THE CONTRACTOR DESIRE „� 1.3.1.2 VERIFY GLASS SIZES FOR REQUIRED EDGE CLEARANCES REINFORCED FOOTINGS -------------- 5" NNER THAT THE PARTS ARE NOT DAMAGED OR DEFORMED. BY MEASURING THE OPENINGS. REVI$IONB. DELIVERY DATES DIFFERENT FROM TRIOSE PROVIDED, EVERY REINFORCED WALLS, BEAMS AND SLABS --- 4" DIVISION 7 - THERMAL & MOISTURE 1.1.1 MANUFACTURER'S QUALIFICAT!ONS: ALL WORK SHALL BE EFFORT WILL BE MADE TO ADJUST THE DELIVERY DATES 1.7.2. ANCHORAGE SHALL BE ADEQUATE TO SAFELY RESIST ALLTHE BEST GRADE-: OF MODERN SHOP HOLLOW METAL WORK DONE 1.4 CLEANIN ALTtIOIJGFI THE TENANT CANNOT GUARANTEE THAT THE STRESSES TO WHICH THE WORK WILL NORMALLY DE SUBJECTED. PROTECTION BY A RECOGNIZED MANUFACTURER SI'ECIALIZIN'3 THEREIN. REQUESTED SCHEDULE CAN BE MET. 1.3.4 CONCRETE TESTING 1.4.1 UPON COMPLETION OF Ti F_ TENANT S AREA, CLEAN ALL 1,3.4.1 MOLDED CONCRETE CYLINDERS: DIVISION 6 - WOOD & PLASTICS SECTION 07210 1.2 MATERIALS GLASS ON BOTT; SIDES AND REMOVE LABE_S, PAINT SPOTS, PUTT' AND OTHER DEFACEMENT. REPLACE DAMAGED LASS WITH 1.3.4.1.1 PROVIDE THREE TEST CYLINDERS FOR EACH 75 CU. BUILDING INSULATION i.2.1 SHEET AND STRIP: COMMERCIAL QUALITY, LE',ELED, NEW. COLD-ROLLED STEEL MEETING; THE REQUIREMENTS O- ASl M A YDS., OR FRACTION THEREOF, OF EACH CI ASS OF CONCRETF OF SECTION 06100 366-72 AND FREE OF SCALE AND OTHER SURFACES DErtC1S. EACH DAY'S PLACEMENT. 1.1 MATERIALS ROUGH CARPENTRY REFER TO SCHEDULE FOR THICKNESS. 1.3.4.1.2 TEST ONE CYLINDER OF SEVEN DAYS, TWO AT 28 1.1.1 BATT INSULATION: SPUN MINERAL WOOL OR GLAS:, FIBER 1.3 FABRICATION -, - DAYS, UNLESS DIRECTED OTHERWISE BY THE ARCHI"CECT, 1.1. MAT IA a BLr,NKETS OR BATTS .3-1/2" AND 6" THICK WITH ALUt.LAUM 1 ?1.3.4.1 3 REPORT THE MIX, SLUMP, GAGE, LOCATION OF .1 WOOD: LUMBER FOR CARPENTRY WORK SHALL BE SOUND, -,-- FOIL. VAFPOR BARRIER MEMBRANE ON ONE FA;F. ,`.1INIMUM 1.3.1 DOORS: FULL FLUSH IYPE OF WELUEU SEAMLESS , `- - INSULATION THERMAL RESISTANCE R-11 IN WALLS AND R-19 IN WELL MANUFACTURED, SUI'FACEp S45 MATERIAL WITH A MOISTURE CONSTRUCTION WITH NO VISIBLE SEAMS OR JOINTS ON FACES CONCRETE IN THE STRUCTURE, AND TEST RESULTS. CEILINGS RESPECTIVELY. OR VERTICAL EDGES. SHEET CONTENT LIMIT OF 19% ("S-DRY" ON THE GRADE STAMP). 1.3.1.1.4 'TAKE SPECIMENS AND TEST IN ACCORDANCE WITH THE APPLICABLE ASTM STANDARD SPECIFICATIONS. 1.1.1.1 DIMENSION: SPIE GRADE MARKED NO. 2 DIMENSION SOUTHERN PINE OR WCLD GRADE, MARKED N0, 2 DIMENSION DOUGLAS FIR. A I 1,1.1.2 BOARDS: SPIB GRADE MARKED 140. 2 BOARDS SOUTHERN PINE. Pacific Hwv. 11705 BU 11999-00261, MEC 1999-0027 3 OF 15 3 of 15 PRO 10TYPE VER. 1.0 3//01/954 - NOTICE: IF THE PRINT OR TYPE ON ANY III! I I i I l l V I I I;JI I L I I 1 1 1 11 1 I I I 1I I I I I I I I I I I I I I I I I I I I I 1 1 1 I 1 1 1 11 11 I I I I I I I I I l l l l I I I I I I I I I I I' l l l l I ! I l i l l l IIIIII 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 l l i l l l l l l III III III IIIIIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 61I I I I -71I ----- --gl -- LU 111 ----- ---LL ITIS DUE TO THE 01 VALITY OF THE No 3e S 9 _. Z�I T� tET ZL t 8 99 9 lORIGINAL DOCUMEtiT 11111111111112111111111�I DIVISION 9 - FINISHES 1.1.4 ADHESIVE: WATERPROOF, STAB!LIZFD TYPE AS 1.6.1.6 EXPOSED ITEMS OF MECHANICAL AND ELECTRICAL_ RECOMMENDED BY FLOURING MANUFACTURER. ASPHALT MACHINERY AND EQUIPMENT WHICH ARE NOT COMPLETELY SECTION 09250 EMULSIONS AND OTHER NOH-WATERPROOF TYPES ARE NOT FACTORY FINISHED. SCHEDULE OF CONSTRUCTION RESPONSIBILITIES - AS-IS ACCEPTABLE. 1 COAT SPREAD GLOSS ENAMEL. �C AT q, � V a� GYPSUMWN-LBOARD 1,1.5 LEVELING AND PITCHNA NOT APPLICABLE >-PITCHING COMPOUNDS: LATEX TYPES AS 1.6.2 GYPSUM WALLBOARD LL LANDLORD m V i RECOMMENDED BY FLOORING MANUFACTURER. W m F 1.t MAT�RIAj,g 1.6.2.1 GYPSUM BOARD CEILINGS RS RADIO SHACK w a 1,2 INSTALLATION TGC TENANT'S GENERAL CONTRACTOR v>1 COAT USG TEXTURE 11- FIVE STIPPLE TEXTURE d 1.1.1 STUDS: STUDS ROLL-FORMED FROM 20 GA. 1 COAT SPREAD LATEX SEMI-GLOSS ENAMEL. EX EXISTING z W. i to o d ELECTRO-GALVANIZED STEEL, REFER SECTION 05400 AND WALL 1.2.1 Pl,'41 IILE UNITS WITH ADHESIVETSS TANDY SECURITY SYSTEMS z CEMENT IN STRICT r LEGEND FOR EXACT SIZE, GAUGE AND SPACING. COMPLIANCE WITH THE MANUFACTURER':, RECOMMENDATION-S. 1.6.3 GYPSUM WALLBOARD z 1.6.3.1 GYPSUM BOARD CEILINGS AACNTECTURAL `�,P f � 1.1.2 WALLBOARD: S fANDARD FIRE-RATED GYPSUM BOARD WITH 1,2.2 MATCH TILES FOR COLOR AND PATTERN BY USING TILE • EASED OR BEVELED AND TAPERL-D EDGES: NATIONAL GYPSUM FROM CARTONS IN THE SAME SEQUENCE AS MANUFACTURED AND 1 COAT USG TEXTURE II - FINE STIPPLE TEXTURE CONSTFI�ICTT�ON -� iv 5 "SIA-SMOOTH FIRE SHETLD WALLBOARD", USG "SHEETROCK SW PACKAGED, LAY TILE WITH GRAIN RUNNING IN ONE DIRECTION I COAT SPREAD SATIN LATEX WALL PAINT — d FIRECODE GYPSUM PANEL.", OR APPROVED EQUAL. PARALLEL TO THE SHORT DIMENSION OF ROOM. STOREFRONT EX FCC 9 1.6.3.2 GYPSUM BOARD WALLS I 1.1.3 SCREWS: DRYWALL SCREWS, TYPF S BULGE HEAD. 1.2.3 TIGHTLY CEMENT TILES TO SUBFLOOR WITHOUT OPEN 1 COAT USG TEXTURE II - FINE STIPPLE TEXTURE - - - --- - — - CRACKS, VOID', RAISING AND PUCKERING AT JOINTS, 2 COATS SPREAD LATEX SEMI-GLOSS ENAMEL. SLAB EX TGC 1.1.4 TRIM: GALVANIZED STEEL_ CORNER REINFORCEMENTS, EDGE TELEGRAPHING OF ADHESIVE SPREADER MARKS THROUGH TILE, INSl1LATIOrJ (WALLS, CEILING'S) - EX TCC TRIM, ANGLES, AND CASINGS; USG #200 SERIES OR APPROVED OR OTHEF SURFACE IMPERF-CTIONS EQUAL. DEMISING WALLS PARTY WALLS-STUDDING EX TGC r Q 1.2.4 APPLY RESILIENT BASE TO WALLS, COLUMN, PILASTERS, DIVISION 10- SPECIALTIES Ivs CASEWORK AND OTHER PERMANENT oXTURES IN AREAS WHERE DEMISING WALLS PARTY WALLS - 5/8" FIRE RATED EX TGC 1.1.5 REINFORCING TAPE: CROSS LAMINATED, SPARK TYPE-X CWB TAPED, SPACKLED TO ROOF DECK PERFORATED FiBER TAPE. THE BASE IS INDICATED ON FINiSH SCHEDULE. INSTALL BASE Irl AS LONG AS LENGTH AS PPACTICABLE Wi1H MITERED OR COPED SECTION 10800 INTERIOR PARTITIONS 1C;C IGC © (� 1.1.6 JOINT COMPOUND; QUICK DRYING POLYINDUATE TYPE INTERSECTIONS. TIGHTLY BOND BASE TO SUBSTRATELu 0 PRE-FILL MATERIAL, THROUGHOUT LENGTH OF EACH PIECE, WITH CONTINUOUS TOILETACCESSORIES TOILET ROOM PARTITIONS-INCLUDING DOOR,FRAME,HARDWARE & FINISHES TGC TGC CO 0 CONTACT AT HORIZONTAL AND VERTICAL SURFACES. EXIT CORRIDOR NA NA � W N Cm 1.2 iNSTALLAlION 1.1 ACCES ORIES 1.2.5 PLACE RESILIENT EDGE STRIPS TIGHTLY BUTTED TO TGC TGC ~ 1 1.2.1 APPLY GYPSUM VIAP-BOARD FIRST TO THE CEILINGS AND FLOORING AND SECURE WITH ADHESIVE. INSTALL EDGING STRIPS 1,1.1 TOILET TISSUE DISPENSER: SURFACE MOUNTED TYPE: PAINT = 0 THEN 70 THE PARTITIONS. USE MAXIMUM PRACTICAL_ LENGlo TO AT ALL lIN!�ROfECTEU EDGES OF FLOORING SEE SCHEDULE. CERAMIC TILE NA NA m 0 MINIMIZE END JOINS. FIT ENDS AAD EDGES CLOSELY, BUT NOT FORCED TOGETHER. 1.2.6 REMOVE EXCESS ADHESIVE OR OTHER SURFACE BLEMISHES WAINSCOT (TOILET) TGC I TGC Ix I,,,; ti (7 FROM I E FLOORING. PROTECT INSTALLED FLOORING FROM 1.1.2 FRAMED MIRROR: SEE SCHEDULE. '.2.2- FASTEN WALLDO.ARD TO STUDS AND RESIIIENT CHANNELS DAti"C'_ BY USE OF HEAVY KRAFT PAPER OR OIHER COVERING. WAINSCOT (EXIT CORRIDOR) i NA NA m W v, V) WITH POWER DRIVEN WALLBOARD SCREWS, SCREW SPACING 1.1.3 GRAB BARS: SEE Sl HEDULE. _ _ _ /y� Q SHALL NOi EXCEED 16" 0. C. FIR PARTITIONS. FIRE RATED 1.2.7 FINISHING: AFTER COMPLETION OF PROJECT, THOROUGHLY WALL SYSTEM ~J RS TGC �; I PARTITIONS, SPACING SHALL BE 12 O. C. CLEAN TILE FLOORS AND ACCESSORIES. 1,1.4 TOWEL DISPENSER: SEE SCHEDULE. TOILET 6" VINYL COVE BASE TGC TGC W In CORNER REINFORCEMENT. CARPET 1.2.3 REINFORCE EXPOSED EXTERNAL CORNERS WITH METAL SECTION 09680 1.1.5 BLOCKING FOR GRAB BARS: SCE DETAILS. - II.-6" COVE BASE TGC 1 GC -0., 1.2 INSTALLATION FIRE EXTINGUISHER 2A 1OBC 10#MIN PER LOCAL CODE RS TGC M T- INTERSECTING WHERE WALLBOARD S .RFACE ABUTS DISSIMILAR 1.1 MATERIALS CLEANING TGC TGC �.., Ix Co INTERSECTING SUI:'FACES SUCH AS METAL_, TRIM THE MEETING 1.2.1 INSTALL THE TOILE ACCcS50RIES WHERE INDICATED AND O EDGE WITH A METAL TRIM ANGLE HELD APPROXIMATELY'THE 1/4" 1.1.1 CARPET: BY TANDY. AS DIRECTED TO BE 114 GOOD ALIG14MENT WITH THE WALL AND WOOD BLOCKING FOR WAD SYSTEM TGC TGC CA AWAY FROM THE INTERSF:TOOL SURFACE. CAULK THE JOINT RIGIDLY FASTENED IN PLACE. ADHESIVE MOUNTINGS AND PLASTIC _ w TOLE_ WITH SEALANT AND TOOL SMOOTH. 1.1,2 CARPET EDGE GUARD: MANUFACTURER'S STANDARD WALL PLUG MOUNTINGS WILL NOT BE ACCEPTABLE. SIGN PERMIT RS RS Q ` 1.2.5 APPLY A THIN LAYER OF JOINT TIPPING TO JOINTS. FIEND-DOWN TYPE OF FORMED OR EXTRUDED ALUMINUM CARPET r � � IMMEDIATELY EMBED Tt,,PE RE114FORCEMENT OVER JOINTS AND 1_DGE GUARD STRIPPING. CONSTRUCTION PERMIT RS RS 0 FOLLOW WITH A SKIM COAT OF COMPOUND. 1.1 ) ADCFL.NO ADHESIVE FOR CARPET: EY TANDY. Lu OTYPES ADHESI 1N 0 0 CEILING LI\Y IN ACOUSTICAL TEE GRID - TGC TGC 2.6 APPLY JOINT TOPPING OVER THE TAPE TO FILL FL-USN WEOUS MATERIALS: PROVIDE �_ 'J,. _ x 1�ITH THE BOARD SURFACE. 1.1.4 MISCE _LAI X AND OTHER ACCESSORY ITEMS RECOMMENDED BY THE CARP,:. 0 1 CEILING- GYPBOARD TGC TGC 1.2.7 APPLY JOINT TOPPING OVER THE FILL CJAT AND FEATHER MANUFACTURER. V OUT SMOOTHLY BEYOND FILLCOAT EDGE SAND BETWEEN CJATS CEILING- 2' X 2' LAY-IN ACOUSTICAL TILES RS TGC AS NECESSARY TO PROVIDE A SMOOTH SURFACE READY FOR 1.2 INSTALLATION CEILING- 2' X 4' LAY-IN ACOUSTICAL TIL FS R5 i"GC PAINTING. 1.2.1 iNSTALLER: LAY IN A CHECK'-R BOARD PATTERN STARTING 1.2.8 FILL SCREW HEAD DEPRESSIONS FLUSH WCfH THREE IN 'ENTER OF STORE. FLOOR COATS OF COMPOUND. 1.2.2 APPLY ADHESIVE IN ACCORDANCE WITH MANUFACTURER'S CARPET TILES ANL; ADHESIVE RS TGC CONmuINSTRUCTIONS BUTT CARPET SEAMS AND EDGES TIGHT' Y VINYL CO;viNOSITION TILES RS TGC CONTROL JOINT TRAM WITH TWO OR THREE COATS OF JOINT FINIS►' METAL CORNER REINFORCEMENTS AND EDGE AND TOGETHER, ELIMINATE AIR POCKETS AND ROLL TO ENSURE REDUI,ER STRIPS TGC TGC COMPOUND, USING EDGE TRIM AS A SCREED TO SECURE A UNIFORM BOND FVC-RYWHERE. SMOOTH, FLAT FINISH. r 1.1.3 REMOVE DEBR'S FROM INSTALLATION, CAREFULLY SORTING TOILET SHEET VINYL TGC TGC SECTION 09510 PIECES OF CARPET 70 BE SAVED FROwI SCRAPS TO BE DISPOSED OF. E`:IT PATH (PAINTED) NA HA ACOUSTICALCEIUNG9 1.2,4 VACUUM CARPET WITH A COMMERCIAL MACHINE, WITH DOORS mc 1.1 JOB C N ITT N ROTATING AGITATOR OR BETT�:R IN THE NOZZLE. REMOVE ALL SOILED SPOTS. EXTERIOR DOORS & HAROWA'�E EX TGC 1.1.1 MAINTAIN A MINIMUM TEMPERATURE OF 60 DEGREES F INTER!r)R DOORS, FRAMES, HARDWARE TGC TGC SECTION 999^C A I DURING AND AFTER INSTALLATION OF ACOUSTICAL WORK. J COMBINATION METAL LOCK BAR/PANIC DEVICE RS TGC ._ 1.2 MATERIAE PAINTING LEXAN KICKPLATE RS TGC 1.2.1 ACOUSTIC LAY-IN PANELS: MINERAL FIBER PANELS 1.1 013 CONDITIONS PEEP HOLE TGC TGC MEETING FED. SPEC. SS-S--118A, CLASS 25 1,1.1 ENVIRONMENTAL REQUIREMENTS: MAINTAIN THE (NON-COMBUSTIBLE) AND HAVING A NRC RANGE OF .55-.65. TEMPERATURE INSIDE THE BUILDII`:j AT NOT LESS THAN 60 FD(TIUREg 1.2.1.1 SIZES: 24"x24" and 24"x48" PANELS WHL-12E DEGREES F. DURING PAINTING AND FINISHING. DO NO OUTSIDE SECURITY CAGE RS TGC PAINTING IN COLD OR DAMP WEATHER. SCHEDULED AND AS SHOWN ON THE DRAWINGS. SLIDING WALL SYSTEM RS TGC 1.2 TIT TI N ROLLING SHELVING SYSTEM NA NA 1.2.1.2 DESIGN COURz� NON-DIRECTIONAL FISSURED SURFACE; �S —� ARMSTRONG "C,URTEG' OR EQUAL. 1.2.1 PAINT SCHEDULE: PAINTING MATERIALS ARE SCHEDULED ?"COF' 'AO AND SPRINT PACKAGES RS TGC i I ROOM FINISH SCHEDULE CERTFICA,TE OF OCCUPANCY WINDOW SCHEDULE Ll PLAN NOTES ,WALL LEGEND AND GENERAL NOTES �JJ LTR. SIZE DESCRIPTION HARDWAREi REMARKS '�C C. •1vo [ TGC TO SUPPLY A 8 1/2' X 11" BLACK f IASTIC FRAME TO HANG CERTIFICATE OF OCCUPANCY IN. THIS 1. EXISTING STOREFRONT. CONTACT TANDY'S PROJECT MANAGER IF � 4 v FRAME TO BE MOUNTED ABOVE MANAGERS LFSK IN STOCKROOM• �, MAI Rine ; A, STOREFRONT IS DAMAGED TO SEE IF STOREFRG^iT SHALL BE o z L EXISTING EXISTING EXISTING TGC SHALL CLEAN GLASS AND FRAML FEPAIRED, REPLACING MATERIALS FOR "LIKE NEW" F rr ag v z —"— —1 WEATHERPROOF CONSiRUCTION. INCLUDE ALL FRA'AES, GLASS N o N -- TRIM, CAULKING, AND WEATHERPROOFING. CLEAN STOREFRONT _ in w HARDWARE GROUP DOOR SCHEDULE � AFTER CONSTRUCTION. SEE RESPONSIBILITY CHART, SHEET A2. CARPET TILE_ • _ � �"-- GROUP UESCRIP110H COMMENTS O � 'VINYL COMPOSITION TILE - _ • HO TYPE SIZE DESCRIPTION HARDWARE REMARKS I - SHEET VINYL •_ LATCH: EX15TIN6 M �� c c� o MATCH MALL FLOUR BUTTS: EXISTING GRCIJP 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO (I Ta U_ EXISTING EXISTING ALUMINUM & CLEAN GLASS AND FRAME. SEALED CONCRETE • 1 CLOSER: EXISTING � CONSTRUCTION AND ADJUST WALL SYSTEM BASED UPON EXISTING STOP: EXISTING 2 � 1 CA) 3'-0"x 7'--0" GLASS 1 CONDITIONS. J REUSE EXISTING _-_ - 6" VINYL COVE BASF (BLACK) _ �1 I — 6" COVE_ BASE TO MATCH FLOORING • .�, �- x 6'-8" S G. FLUSH WOOD DOOR PAINT DOOR & FRAME, SHERNIIN WILLIAMS--- CJ 1 i/4' WITH HOLLOW METAL OIL-BASEL ENAMEL SW 2116(SEMI GLOSS) REUSE EXISTING _ LATCH: "SCHLAGE" 0-SERIES RHODES D53BD BRITE CHROME FINISii 1 3 FRAME. m CERAMIC TILE BASE BUTTS: 1 1/2 PAIR HEAVY DUTY HINGES WITH BRITE CHROME FINISH �• 4 NONE • — 2 CLOSER: "NORTON" 7500 SERIES BARRIER FREE ADJUSTABLE CLOSER 1 HEIGHT FROM 10 STOP: 'DOME' STOP #25D N-0" x 6'-8" S.C. FLUSH WOOD DOOR PAINT TWO COATS SHERWIN WILLIAMS"WHITE" �+h — — KICK PLATE: 24" X 34" LEXAN t�D 1 3/8" WITH B LABEL HOLLOW z (SEMIGLOSS) WS 1 WHITE PANELING (P-100)_- F.F. 4'- 0" • NEW METAL FRAME. a CU WS2 MARLITE PANELING (P-145 FR F.F. 4'-0" EXISTING EXISTING - ul 0 0 W1 GYP. BD., TAPE, BED, SAND F.F. CLG. _ LATCH: "SCHLAGE" RHODES 'D' SERIES D53PD PRIVACY SET BRIIE CHROME FINISH CO CO0 W2 GYP. ETD ., TAPE, BED, TEXTURE, PAIN1 4'-0" CI-G. • BUNS: 1 1/2 PAIR HEA\Y DUTY HINGES WITH BRITE CHROME FINISH O . 3'-0"x 6' -8"t•.�IN, a V) W3 GYP. BD., TAPE, BED, TEXTURE, PAINT '-i O" CLG. • 1 3 CLOSER: "NORTON" 7500 SERIES BARRIER FREE ADJUSTABLE CLOSER W N 4 W4 GYP. BD., IAF'r, BED, TEXTURE, PAINT F.F. CLG. • V STOP: DOME' STOP #25D 01 , mo W5 CLEAN "LASS AND 'RAME — F. CLG • — _ LATCH. PANIC HAkJWARE ARM-A-DOR BAR MODEL #A102-001 AT 36 A.F.F. W6 IFIBERSTONE WALL PANEL SYSTEM - - BUTTS: 1 1/2 PAIR HEAVY DUTY HINGES WITH BRITE CHROME FINISH DOOR TYPES ffJflflJflJflJff� � ~ � � P71OLOMYX FINISH _ _ - 4 CLOSER: "NORTON" 7500 SE=RIES BF ADJUSTABLE, BARRIER FREE. DOOR CLOSER —. - m W I� M REUSE EXISTING _ - AIR SEAL: PEMKO ADHESIVE JAMB WEATHER STRIP TYPE '588D' PULOMYX FINISH i +•• W r STOP: 'DOME' STOP #25D 1 I , to - _ PEEP HOLE: NATIONAL #25574 Al 5'-0" A.F.F. I 0 GYP. BD., TAPE, BED, SAND, PAIIJT • J GYP, BD., TAPE, BED, SAND SMOOTH _ — _ LATCH: "SCHLAGE" D-SERIES RHODES D533D BRITE CHROME FINISH j I v ^ w 2'x2' TEL GRID AND TILES BUTTS: 1 1/2 PAIR HEAVY DUTY HINGES WITH BRITE CHROME FINISH KICKPIATE 2'x4' TEE GRID AND TILES • _ • 5 CLOSER: "NORTON" 7500 SERIES BF ADJUSTABLE, BARRIER FREE DOOR CLOSER I HEIGHT 1 U' -0" 10'-G" 8'-0" STOP: 'DOME' STOP #25D 00 � � 0 .TEE SHEET A2 FOR SCHEDULE OF CONSTRUCTION RESPONSIBILITIES.r T / � - v uj COMMENTS 1. AFTER DOOR IS PAINTED AND HAS DRIED, CONTRACTOR SHALL INSTALL (24" X 34") LEXAL, KICK 1_2'--10 t / ♦ C PLATE APPROXIMATELY 1 FROM . .E BOTTOM AND THE SIDES OF THE DOOR, ATTACHET' WITH oui IDc�CRScyyS AND WASHERS. TYPICAL ON BOTH 51DE$ OF DOOR. PAINT GRADE PAINT GRADE PAINT GRADE FOUR FLA; HEAD ALUFnINUM/GLASS SOLID CORE HOLLOW CORE SOLID CORE HOLLOW METAL L" 1 2. KEY CYL.W.'DERS (FOR ENTRANCE) SHALL. BE SUPPLIED BY RADIO SHACK'S DISTRICT WOOD WOOD WOOD SALES MANAGER. OA OB O - DOOR FRAME AS SCHEDULED �/- WEATHER STRIPPING SWEEP (AT REAR DOOR) EXTRUDED ALUM. THRESHOLD SET IN MA:;TI:, - - VINYL TILE --SHEET VINYL SEALANT & EXT. JT, FILLER - SEALED CONCRETE VERIFY LOCATION VINYL TRANSITION VINYL TRANSITION d VINYL TRANSITION STRIP ( COLOR TO MATCH a STRIP ( COLOR TO MATCHLANDING T0BE FLUSH STRIP ( COLOR TO MATCH VCT BASE) VCT BASE) � VCT BASE) cv w/ FIN. FLT\ ELEVATION. CARPET C14 SEALED CONCRETE \ —CARPET ' FLOOR AS SLOPE �— --- — - - — ,1116 - -- _v- !!! _ ------ SCHEDULED —' MIDI. — —— --- - r--__ __ ... ........... ..........�T. .........,... O 1/8" PER 1 , • EXISTING EXISTING EXISIING - CONCRETE SLAB CONCRETE SLAB CONCRETE SLAB E..PANSION SHIELDS W/ F.H.S.M.S. VCT/CARPE'' TRANSITIOINSHEET VINYL/SF_ALED CONCRETE 2 THRESHOLD 3 CARPET/SEALED CONCRETE TRANSITION 0-;,- ;GALE: 3" - 1'-0" A3 SCALE: 3" = V-0" A3 SCALE: 3" = 1'-0" A3 SCALE: 3" = 1'-0" r) a c,J 1qV El v HANDICAP TOILET +--- -- -1 - — 8 -0 CLG HT 8" 3 `/8" -,l'-4 3/8" _-,A w51 3'-6" - -- — WS n = W7iW5 W2. _6" 2 _D' 'D v o - - - - - — -- - - _— - --_-_ -- — - — - - - - — - - — - --- - - - r�� w 4 o N 1 W (HC / \ 2 n U) o / „c��' 0 --- STOCKROOM _ <; � ~ ip 1 5 �/ ` --==10\0 CLG HT---- �� a_U N V 4 _ 4 ZA� r L4V A3 LW4�� O 'I STORE NO: 01—:3744 (N r — — JOB NO: o001 7446 TYPE NEW CONS. TYPE: AS-I5 a? I- - --�- -- --- - -- LOCATION: rir 1 I DIV. V. PRES. N F L_ STEVE FAF'FA; u, �A, �- ARCH. DRAWN BY: TED EVAN_, - - 4 t-- — ARl:he. CHECKEDt JAMES BY: Y: ,� I ---- • o A5 /! I � I I I--�--: I ��- - � ` •� 1 - ENCS DRAWN BY: \ / _ TOM CHISHOI_M ! I I n.� — Ej RE -SWING DOOR ENG CHECKED BY: r 1 ( I T- �— c� ca ~T KED JOSEPH 3 I - - -- - --- —� 2 A3 O rT DANE: n 1 REVISIONS: _DISPLAY 4 -�� 3 10`-GTCLG HT A4 co - - � �== I a l a Q � i I t z Ct / 40 _.moi_ — - - r I:�(9 C. '� =. " °° LLJ (r CL it \/ \ �� SHEET �— - F4- A3 T L-1-77T -------- I I Pacific Hwv. 11705 BUP1999-00261,MEC1999-00274 FLOOR PLAN -�,1---- 5 ,5 No. OF 5 UAi r 1 i,1" 1' . n„ .--- —'- -- -- — - -- 1'R0I0IYPE VER. 1.0 .5, 01/99 NOTICE. IF THE PRINT OR TYPE ON ANYIIIIIII IIIII � IiiIlllll II111 IIIIIIIIII II111 IIIilllll lilll�lllil11i1'II111 IIIilllil Ii111� 1 11111 '1 11111�I �Iilllillll !IIiII111111I Ii111 Illilllil 1111111 ! il I�I 111111 ! lil lil 11111 I / /LILA ( JU� IMAGE IS NOT AS CLEAR AS THIS NOTICE, ----I---�— -� — --�L --I-- 4L--- I �L_ I _.�'L___- !L --I--- -- 1 I g —---- / ITIS DUE TO THE QUALITY OF THE NoA6 ORIGINAL. DOCUMENT •. Y 1 E 6Z gZ GZ 9Z, t4il � 6T8t 1 . l ST tiTF11111 1 8 8 G i�iiii 1111 11111111iiiiiiiiiii1111 ii�iiiliiii 1111 1111g,iiiliiii iiiiliiii 1111 1111 1111 1111 iiiiliiii iii 1111 iiiil�� ilii�i viii iiiilii�iliii� i��I�� i�ili�� iiul��l��Tl�� l ,ll��u!�u�ll� �� > ii►►uill � i w i �r • Nod- L� I � i a II C 0 — --- --- T-- C-)o 00 -n CO ui 0 I ----- - -- - - __ °a o W r _ _ SUSPENDED CEILING� ca z - - -'-/ -- /��- - - ___-' __ _ —_ SUSPENDED CEILINGPAINT = 0 00w AA AN � M X Lo r UJ 00 r ; O n D O Q - -- __ I - :-- -_ - _ -- C� O _ _- _ __ _ --= All A � 0 � - - --- ul LINYL COVE T1ASE CUT PANEL STANDARD CUT PANEL ` "� 0 Lu LVINYL COVE BASE M LL 0 EXTERIOR STOREFRONT ELEVATION INTERIOR STOREFRONT ELEVATION � INFERIOR ELEVATION (REAR) SC/,LL: 1/4"=1'--0" - -- - pm �A4 SCA'—E: 1/4"=1'-0" A4 SCALE: 1//4"=I'-0" '-..,A4 alz y .c SUSPENDED CEILING- ;Ry PAINI0 o ■s Ei N cam'-- � •---_.._�_._� _---- I) N Ll CUT PANE I BASE DECK ��u O SOUtJ OLID FULL GLASS 1 0 = [VINYL CC VE BASE POWER TOWER POWER TOWER Q �� INTERIOR ELEVATION (RIGHT SIDE) 4 o w SCALL: 1/4 1' -0' � LY o w Q A4 3 0 N t,,, Ln G ZZ r a Q i r STORE NO: 01 -37441 I , [JOB N0: 00017446 —TANDY CABINETS FIXTURE WALL SYSTEM STORE TYPE: NEW —RED "SPRINT" GRAPHICS I CONS. TYPE: A',- SUSPENDED "SPRINT" CANOPY IS ("SPRINT" ILLUMII,IATED DISPLAY GRAPHIC BOXES SUSPENDED CEILING PAINT f LOCbT�L11: STRIP , j o y { I P I RE T t� Kr �Q i h�1 C:rmt�>t:l':nN�n1 �i1o�� i3'�� I• STEVE PAPPAS N _ _ ARCH. DRAWN ►JY CHEuKED BY AMES HCIWARG GRAWN BY: TOM C(iiSHOL_M CHECKED BY: SCARIA JOSEPH -- - — DATE: FULL GLASS BASE DECK STANDARD HALF GLASSCUT PANEL POWER TOWER POA :i TOWER POWER TOWER POWER TOWER 1 INTERIOR ELEVATION (LEFT SIDE) 5 r SCAT f: 1/4"- 1' -0" SHEET A 4 Pacific Hwv, 11705 DUP1999-00261,MEC 1999-00274 6 of 15 NO. 6 OF 15 PROTOTYPE VER. 1.0 3,'01 /99 NOTICE: IF THE PRINT OR TYPE ON F.NY « (1 I I I I I I IIIIIII IIIIIII IIIA I III III VIII I ' i I l I l I l I I I 1111 IIIIIII I l l l ;l l l l l l l l l IIIIIII I I!I I I III I I 111111 ( 1 I l l l I I I III III III i 1111 '111 I(I I l l i III 111 i 1111111 111 III VIII I IMAGE IS NOT AS CLEAR AS TW9 NOTICE_, 1 I I I I I �I I I I l I �f 1-�I I l I I f l - -- -1 ---_ -- ---� - 1 -- _ 1 - - - -6 _ - - - g - 10 11 1 i - - -- --- _�- IS DUE TO THE QUALITY OF THE Noae IIII E�II,III6IIjIZ-i-II-IfII8I�1IZII►III,ILIiZI,►I-II�-8IIjI't�iI►_If_►_IIZI�III_IlI-bIIIZI-I�I-I►-EI ,'7ll��_IIL -I I_IIIIIlIIIIIII VIII IIIIIIIIII.IIII�II_II-IIIIII►►_I-li-llllll►IIII_►I�IIIIII�� II-I-IIII-II IIIII I I I-, IrI[I-I-I—III-I-II�II IIIIII��LIIIIII�lll��liil IlIl8 9 I1ZIIIO� IIII�LItl�llli .9 s IORIGINAL DOCUMENT 11111 (lI IIIII►�IllLLIII�. �II,I 111 -°.t�`. ��' .�+�imPl Yy�vafi rp.,gi�y y:„ �{: ,... dr.'. +,'_ Jnr, 1t;�,±'5• , :* t, ryr ' A 01 Ll TOILET ROOM FIXTU;E'S_ C .NQS ITEM DESCPIPTION MANUFACTURER MODEL # COMMENTS HC LAVATORY CRANE PLG. IH-364-S 21” x 23" WHITE Q 1 LAV WALL JOSAM 17100- 67 a �` CARRIER / iNl(y LAV FAUCETS CRANE PLG. CH--8034 GOOSENECK SPOUT " 1/2BLA 2 4 HANDLES GE LAV WASTE CRANE PL S. CH-8581 INSUTATED I-AV TRAP CRANE PLG. 8-5260 INSULATED I HC WATER KOHLER K-3544 PRESSURE CLEAN CLOSET 1.6 GALLON FLUSH - ----- 17 1/2- HIGH BOWL_ - — I WC SEAT KOHLER K-4670-C OPEN FRONT J - CHECK HINGE o 5 MIRROR BOBRICK B-293 I o� o � TOILET TISSUE BOBRICK 27480 T`WO R0! L_ o I I�� i I 6 DISPENSER -- DISPENSER may' 8-26'l SURFACE OUN PEI I Lu � 7 42" g I '- d 8 / I ! I .�� PAPER TOWEL BOGRICK P ~ 12" ;8" 24" �J - � I I I �� 7 DISPENSER C-FOLD ' \PER � 0 O 1 a _ �l TOWELS -I ICO -- GRAB BARS BOBRICK B41- )x36" NONSLIP ! W oC, -_- a� op ' `�' 8 W/ PAR] GRIPPING v 3'-0 6' i a, / 2571 I I �_ ~ CV CY) El- GRAB-- a � o o "MI 6 —_ � BARS 808RICK F3490r.42" 'IONSLIP x Q I 3 _ _ 4 i �� g W/ PART G,?IPPING CD $" MIN.- LID z HOT , #2571 �� 3 N "� `-� N 14 COLD 2 —4 M �� 10 MOP SINK BANNON h'6714 IF SHOWN ON PLAN r (j,� M n, MIN — 6 ONLY. � � Q k� ,�-liox I _ ANCHOR PLATES ARE 12 GUAGE STEEL AND 3' WIDE. LENGTH MOP SINK RP KNOXFRD A--1 IF SHOWN ON PLAN ■ �1� I"' W VARIES. FURNISHED WITH STAINLESS STEEL MACHINE SCREWS 1 1 FAUCET ONLY. V3] 23 F 14 SHUT OFF -- TO ACCOMMODATE WALL FINISHES TO 1 1/2" THICK. ANCHOR VALVE PLATES SECURED TO STUDS BY WELDING, WIRING OR SELF 1 , MOP SINK JR SMITH TB15D IF SHOWN ON PLAN v .". SEE PLANS _ - SEE PLAN SEE PLANS V-6" SEE PLANS V-6" THREADING SCREWS, TRAP_ ONLY. F. • 13 HC DRIPKING HALSEY TAYLOR HT--E IF SHOWN ON PIAN c �' T- C SEE PD N, FOUNTAIN ONLY. .o A B 14 WATER Eemax SP3208 POINT-OF-USE Cn Q TOILET ELEVATIONS 1 HEATER 20 SINE HEATER � W 3 _GRAB BAR BRACING OETAIL 2oa� 2-POLE �: " SCALE: 3/8"=1'-0" A5 SCALE: NTS AS C W 0U. 0Imm � V Q V me I f --BUILDING STRUCTURE BUILDING STRUCTURE (VERIFY) (VERIFY) 5/8' FIRE RATED GYPSUM �— BUILDING STRUCTURE BOARD ON 6' METAL CEILING BUILDING STRUCTURE 3/8" DIA. BOLTS WITH -3/8" DIA. BOLTS WITH JOIST AT 16' O.C. � r� (VEFZIFY) �� WASHERS ANi NUTS / �' WASHERS AND NUTS n - `d \ _ w W M 2ACK BLOCKIN(; w a C I OR TOP TRACK (, TO BOTTOM CHORD 0 TO BOTTOM CHORD > > > WITH 3/8" DIA. > JOiST WITH 3/8" DIA. v = SUSPENDED G ND I SHEET METAL SCR_W SHEEP METAL SCREW OLTS ao u \ IRE _ 2 CUT CLG. V� < Z GAUGE 3 5/8" 0 GAUGE V)CEILING FASTENERS FASTENERS CING * 48" O.C. 45' BRACING ® 48" O.C. GRID ON o a w C) 1x6 WOOD TRIM PAINTED EACH SIDE ctQ -- EXISTING FRAMING EXISTING _ }m CEILING AS SCHEDULED , .. CONSTRUCTION r FIRE RATED GYP. UB, / '----- ci o OF WALL. u ~ F- Vf AND 5i 8 TYPE 'X' `� CEILING AS SCHEDULED EILING AS SCHEDULED CEILING AS SCHEDULED OTH SIDES. SEAL AIR 0 o IGHT .ALL OPENINGS AND CEILING A5 SCHEDULED a Q GYP BD. BY LANDLORD 5/8" FIRS RATED � CEILING AS � Es PATCH AND REPAIR WALL--�- Q u TO DECK ABOVE w AS REQUIRED TO 0 GYPSUM BOARD SCHF_UULED a � CEILING TRACK FASTEN N 5/8" FIRE RAZED GYP SU 5 8" FIRE RATED GYPC11 5 8" FIRE RATED GYPS1IM RELIEVE NEW WALL FINISH, 7/8" HAT CHANEL ® BOARD BOTH SIDES INS TO CEILING GRID AT BOARD BOTH SIDES IN- BOARD BOTH SIDES INSTALL METAL TRACK 16' O.C. VERTICAL WITH 5/8" EACH CROSSING OR CEILING AS CLG. GRID FIRE RATED GYSUM BOARD o —3 5/8" METAL STUDS GYP. BD. WITH STAG AT 24" O.C. WITH N GYP. BD. WITH STAG SCOEDULED (/1 GYP. BD. BLOCKING In WALL ANGLE RADIO SHACK ADJ. TENANT W/ 5/8" GGYPSUM Z JOINTS BOTH VERTI AN SHEET VITAL SCREWS qZ JOINTS BOTH VER TI AN z L STORE NO: 91-3744 �p BOARD ON EACH SIDE. f] HORIZONTAL MIN. TIC L J HORIZONTAL. MIN. RTI L w n AND 48" HORI L a AND 48" HORI L � cn � � a JOB NO: 00017446 w _ _ w BD. FASTENER 3 5/8" 20 GAUGE w dD. FASTENER 3 5/8" 20 GAUGE � w 3 5/8" 20 GAUGE w TGC SHALL MGDIFY CEILING LAJ V) cn TYPE S, D CREWS MTL. STUDS ® (A TYPE S, D CREWS MTL. STUDS ® Q ui MTL STUDS ® FOR NEW WALL PER DETAIL 8TORLs TYPE.- V) NEW AT 8" 0. C. EDGES 16" O.C. AT 8" 0. C. EDGES 16" O.C. > ' 16" O.C. AND REINSTA'-L CEILING III AND 12" O.C. AND 12" O.C. I TO LIKE NEW CONDITION. CONS. TYPE INTERMEDIATE STUDS FLOOR TRACK WITH FLOOR TRACK WITH FLOOR TRACK WITH _� „ INTERMEDIATE STUDS FINISH FLOOR #10 1 RAM SET #10 1" RAM SET #10 1" RAM SET CLOCATION STRIP, FINISH FLOOR -� ANCHORS 0 1 Fi" O.C. FINISH FLOOR - ANCHORS 0 16" O.C. FINISH FLOOR - ANCHORS ® 16" O.C. DIV. V. PRES• NEVE PAPPAS NOTE: NOTE: NOTE: NOTE: CK DRAWN BY: ICBO # 3206P FOR 3 5/8" 20 GAUGE METAL STUDS IS ICBG # 3206P FOR 3 5/9" 20 ;AUGE METAL STUDS iS ICBO # 3206P FOR 3 5/8" 20 GAUGE METAL STUDS IS ICBO # -1906P FOR 3 5/8" 20 GAUGE METAL STUDS IS LL TED EVANS UPDATED NEW COMBINED ( U.B.C., S.B.C., & I.C.B.O.) O `L1 O UPDATED NEW COMBINED ( U.B.C., S.B.C., & I.C.B.O.) <4> UPDATED NEW COMBINED ( U.B.C., S.B.C., do I.C.B.O.) 5 UPDAI,D NEW COMBINED ( U.B.C., S.B.C., k I.C.B.O.) 6 ARCH. CHECKED BY: CODE # NER 2'11 v CODE NER 211 E NER .11 O JAMES HOWARD # COD # 2 CODE # NER 211 � INTERIOR PARTITION TYPES EI�K'i DRAWN BY: S TOM CHISHOLM J NOT TO SCALE BIC;CHECKED BY: AS SCARIA JOSEPH ATE: �l I 3 REVISIONS: I swer A 5 Pacific Hwv. 1 1705 BUP1999-00261,MEC 1999-0027, 7 of 15 [No. ] OF 15 PROTOTYPE VER. 1.0 3/ 111/9 r .. Y -PFIIa�:.1�,7fli�w•+."i.wwwraw..-__.... ...,_-._.-...a.r,Jwyy,L ••. NWT'M:11•MC.4iliG�Y1YiYYGY1�'1I�SiG51Ci2.1�1�'1�s4YVCYJ 4,�i�4'WY;4:i9s)..... ....... ... .,.,... .. .. h L.. ..1'Y�"`_�4: W NC TICE: IF THE PRINT OR TYPE ON ANY k. I I I I I I f I I I l I l l l I I I I I I I I I I 111 I IIIIIII IIIA I I I I I I I I ' I I I I I I I III III I I I I I IIIIIII I I I I I I I 111 I I I I III I I III ( III IIIIIII III III III I I ' I I I I I I I111 1111 111 I Irl 11�T1111 IIIIIII 1111111 / - �� IMAGE IS NOT AS CLEAR AS THIS NOTICEII 1 �I I I I I I I I I ;oo� IT IS DUE TO THE QUALITY OF THE No 38 �`�•.!w"" ORIGINAL DOCUMENT - o - - - - _ ----- -- — - - - - --- —T � OZ 8 [ tr�TI Gi 91T li 6T ST t I i 6 8 G 9 9 fi I E Z l�l�u �IIIIIIIII IIII�IIII Illllllll�lilllllll�lllllllll�IIIIIIIIIIIIIIII II!I IIII!IIIIIIII it l III ! I111111IIIIIIIIIIIIIII III II ill,.VIII II IIIIIIIII I ilflll I I111��[ A I It I lllllJ�l 1 1 1 1 1 Il !III I I I I�I I.I I111W11111111Jlllll ll.11lJ�ll.11111 �� ll►lilll�lllllllill I I I I I I I SNI 1 ssrrer;u�tr�uw',st,an;,;,&a ,,,': i,7,alr�S:ti•rar:tr1._evHs,' 1L,e,Ma�,u.t �„3e�"iiiu;d,u�rtww V w.v"n::s4Vhi[rAu'"d. `.k.dl.iuMi+tii -_ .. ...._-,,..,.. f I .. ❑ NOTES BY SYMBOL C 01vo LJ Z'J L'J F-91 I 9 1 1. WALL 3 3 2. LEVELERS. ~� �\ 3. ADJUSTABLE EXTENSION AFM, ADJUST SO TOP OF -�-�- 26 CANOPY IS 2'-0" FROM FACE WALL SYSTEM(TYPICAL). < U y T_._- _ _ 8 4. 3/4" THICK CANOPY SLIPPED IN f0 BRACKET - , a, "f J) WITH LIGHT BEHIND CANOPY. p •I 5. PANELS (ON HANGERS) BETWEEN WALL STANDARDS_01 C� 0 2'-0" O.C. ATTACHED WITH CLIPS. 6 CLIPS PER S'ANDARD. _ 3 6. OUTRIGGER LEC WI TN LEVELERS FOR FINAL ADJUSTMENT; 2'-0" 2'-0" 30 AND BASE SHELF. / 7. KICK PLATE SLIPPED INTO SLOTS ON OUTRIGGER LFJ. A TAN A AT -0" ON CENTER. - . - ►SACK VIEW 8. WALL S D Rf� ? �- 6 4 4 4 4 OF CANOPY 9. CANfi�'Y SUPPORT BRACKET AT 4'-0" ON CENT'�R. INSERT A6 A6 (A)6 A6 \ CONNECTION I14TO SLOTS 1" BELOW TOP OF WALL STANDAFD. 1 10. LEVELING PLATE LOCATION 1" FROM TOP IN MIDDLE OF PANEL /'.WAY FROM ENDS. ..� 11. 5/8" FIRE RATED TYPE "X" GYPSUM BOARD. 12. PANEL HANGER. Q "E5 13. CONT. 1 X 4 HORIZONTAL FIRE TREATED WOOD FURRING WITH CENTER AT 1'-1" do 7'-3" AFF. Q Q 'oI N N a N MECHANICALLY FASTEN TO EACH STUD IN WALL WITH Q Q a� in Do W `a iD , �.� 1" SCREWS. CO CO 1 14. 3 5/8" METAL STUDS OR EXISTING 'PALL STUDS. 15. WOOD DOOR IN HOLLOW METAL FRAME 1 SEE DOOR SCHEDULE. N J 16. 2 X 4 FIRE TREATED WOOD BLOCKING MECHANICALLY = Q FASTENED TO METAL STUDS. 17. C014TRACTOR TO FIELD CUT NOTCH IN PIECE AS SPECIFIED. I (� p 18. REVERSED INSIDE METAL CORNER PART p 999 14 309. �� h` cl 19. 1 X FIRE TREATED WOOD FURRING. ~ +� ��_� 10 20. 2 X 4 FIRE TREATED WOOD BLOCKING. m Ll� Qco -� 5 L_J y D33 21. PAINTED WOOD TRIM. w a 1 22. PHILLIPS HEAD CONNECTOR SOCKETS. X Lo II -, 30 23. MECHA141CALLY FASTEN INVERTED CANOPY PANEL ONTO 'Q W V. i --{30] -- 30 30 _ WOOD FURRING. INSTALL PLASTIC INSERT TO MATCH WALL v �- 'a' I SYSTEM. `� �- �- 2 r z .� 0-I 5 c 24. CANOPY SUPPORT BRACKET LEVELING SCREW AND 1111 L 4 MOUN I M. Co r- 6 A6 - - 25. PLATE SCREWS (4) TO SCREW CANOPY PLATE TO `", mJ CANOPY. F"' O 7 _ = 26 SUPPORT CANOPY BRACKEOUNT M0UN0 CANOPY do SLIPS OVER W - I - 37 27. PANEL CLIPS INSTALL 6 PER STANDARD. i M 37 �- 28. PAINT NOTCH WITH TANDY CABINETS "TOUCH-UP" PAINT. F' 29. COLUMN BEYOND. Q cc 30. METAL BRACING AT 1'-1" do 7'-3" A.F.F.. MECHANICALLY ; ^s W Q Q FASTr7N TO 2 SIDE OF WAL O STIANDARDS.X 4 WOOD FURRING ON EACH � � � lj, L- SLAT WALL WITHOUT SLAT WALL WITHOUT 31. CONNECTOR PIN (TYPICALLY TWO PINS). rc SECTION THROUGH SYSTEM BASE DECK DETAIL BASE DECK 811 CANOPY DETAIL 3 ASSEMBLY DETAIL 4 32. BU17 EDGE OF CANOPY. _ 33. 4'-0" FLUORESCENT STRIP LIGHT FIXTURE. X u SCALE: 3/4"=1'-O" A6 SCALE: 3/4"= 1'-O" A6 SCALE: 3/4"= 1'-0" A6 SCALE: 1 1/2"=1'-U" AS 34. 2'-0" 'WIDE BASE DECK SHELF AT EACH POWER TOWER WITH 8" DIA. HOLE IN CENTER OF SHELF IIIIIIIIm CUT BY CONTRACTOR. 35. 4'-0" WIDE BASE DECK SHELF. 36. POWER TOWER WHERE SHOWN ON PLANS. WHERE CANOPY RETURNS AT END POWER TOWER, CANOPY SHALL BE NOTCHED BY CONTRACTOR. 37. 6" VINYL COVE BASE MG!.DING. AS SHOWN. 38. PROVIDE BLOCKING TO SUPPORT VINYL BASE MOLDING. I NOT ALL NOTES ABOVE ARE USED. REFERENCE DRAWINGS FOR THOSE NOTES THAT APPLY. I I ---42]7 I ■� I I ! II 4 L3_fl 5 / I I27 - III � _ } I 12 36 I ^ N s / 11 / \ 1 / QCr z U rn - I - I oo 0O CL w a I U 3 o N h zzoC51 ! rn ILL. i- �- a ^ � H ' - I y _ 2 34 �` 15 N U n30 - \ Vii- 1] _I / 13 30 ,., a 18 STORE 'N 0: 01-3744 F TO FINISHED 13 2 3/4" 2"1 M NO: 00017446 FLOORZ�l A DOUR ff WIDTH TO FINISHED STORE TYPE: NEW FLOOR WALL SYSTEM AT (00_8 CONS, TYPE AS-IS 6 ba 6 7 DOOR ,LAMS DETAIL BASE DECK ASSEMBLY DETAIL WALL SYSTEM SECTION AT BLOCKING BLOCKING AT WALL WICOLUMNS - LOCATION: STRIP SCALE: 1 1/2"=1'-O" A6 SCALE: NONE A6 SCALE- 1 1/2" = V-0" A6 SCALE: 1 1/2"='1'-0" A6 SCALE: 1 1/2"=1'-0" AS DIV. V. PRES: STEVE PAPPAS 1 N BY:ARCH. DRAW A' TED EVANS ARCH. CHECKED BY: AMES HOWARD __-[2 3] 23 EN1% DRAWN BY: FACE of STUD TOM CHISHULM 3 8" PANELS at 2'--0" 0.C. �] � FACE of STUD ENCi. CHECKED BY: tr �' /�� - IE9 \ 5/8 1' 1 3/4 i3 3 3/8" 13 { 11� 2'-0" fI SCARIA JOSEPH Ly ' �`�� 3/4"- 2" VARIES SEE PLAN2 3/4 11] + _` _ I DATE: REVI810N8. PO L _- �� ----033 / "' 8 M == 18 J 2 1/2"± - 1 '-6t " -- E-ItF3 � w�� g spm-.�i s� "7 l I _ INI 5 -- _ _ cV q=J0w I - --- 18 (Ah 5 8 1 - -- - 11 15 1s 18 - I '�` ~ ------ @ SACK TO BACK © POWER TOWER - 1 Co ( 8 - - L l p _ I I o M - 22 �1 -= N -----` 18 INSIDE FACT OF CANOPY SST INSIDE FACE OF CANOPY _ WALL S1r STEM AT - V OUTSIDEANSIDE CORNER SECTION THROUGH WALL DOOR HEAD 9 CA14OPY CONNECTION DETAIL Io CORNER ASSEMBLY �� AND END DETAIL 72 SYSTEM+! ABOVE DOOR rl3 CANOPY NOTCH DETAIL 14 SCALE: 1 1/2"=1'-4)"� - AB SCALE: 1 1/2"=1'-O" AB SCALE: 1 1/2=1'-0" AS SCALE: 1 1/2" = V-O" �. AB SCALE: 1 1/2"=1'-C" A6 NOT TO SCALE AS A 6 Pacific Hwv. 11705 BUP1999-00261, MEC1999.0027, NO. 8 OF 15 8 of 15 _ f ROTO T Pr- VER. 1.0 3/771799 'E PRINT OR TYPE ON ANY III I I l 1111111111 III III I I III III III I III III III III III III III I I III III III III III III III I I Ili III I I I 'I I I I I I I III III i I l III III III II I1 . 11 NOTICE: IF� ,TF� � � I � I I {IMAGE fS "10T AS CLEAR AS THIS NOTICE � I1 61 �� I� _ �U1. ITIS DUE TO THE QUALITY OF THE No 3P 9t ORIGINAL DOCUMENT E 18Z 8Z GZ 9Z Z ibZ £Z Z tZ OZ 8t 8t Gt t 4fit E'[ I Zt tt t i e 1)3 9 9 it E Z tanuw i r 1 I I I I{ IIII IIIII�II!IIII{►I►IIIIiI{I►IIIIIII{IIIIIiI►I IIII ►►II IIII IIII{1111 IIII{1111 IIII{►11:1 IIII IIII IIII{I►IIII�II�illl I►IIIt!IIII►�flll I�Ill�i►► IIII IIII IIII�I►II Iul.�llli I!IIIIILI 111111111 IIII ��lW1ll111lIlli11I�11111ll11111111111��11111111111111�1f�i�IIIINIII �Illlilllllll III f WALL SYSTEM LEGEND TO STRUCTURE CT •/� ABOVE CEILING 8 1. SOLID LAMINATED PANEL. / A7 2, BASE DECK. 2 3. WALL SYSTEM STANDARD. NOTCH CANOPY AT THIS LOCATION. of 4. PREMANUFACTURED BRACING BETWEEN WALL STANDARDS. /�a �- TYPICAL ALL INSIDE CORNERS: Q 5. PANELS (ON HANGERS) BETWEEN WALL STANDARDS AT AC) INSTALL BRACKETS 00 ,� 2'-0" O.C. ATTACHED WITH CLIPS. C;y 2"X4"X 1/4" STEEL TUBE ® 8' O.C. N to f y `- 6. LINE OF CANOPY ABOVE. jry� o ; I I 1-J 7. CONTINUOUS 2x4 BETWEEN VERTICLE SUPPORT TUBES. f`��1� • a� 2 _ TO STRUCTURE � RETURN ATTACHED WITH SPLICE �_ \ A7 ABOVE CEILING / PLATE TO TEP. CANOPY PANEL. 5 8. 1"x 1"x 18GA, x3" ALUM CLIP ANGLE AT BOTTOM, MIDDLE - _ g � REFER TO DETAIL 10/A6. / � AND TOP OF STANDARDS. MECHANICALLY FASTEN ANGLES Y12 3 1C 1 6 4 5 7 2 1 .0 3 12 - / A7 - 4' CANOPY LIGHTING - SEE 13 TO STANDARDS. AIJGLES SUPPLIED Bf CONTRACTOR. 6 �3 l-. J NOTCH CANOPY AT \ 7 i� SHEET E2 9. CANOPY FRONT SHALL CONSIST OF ONE 1 FOUR ' FOOT (T20) PIECE. ( ) _. _____ _ _- A7 - - _- _ -- - � - STANDARD REFER TO � � � - WALL SYSTEM CANOPY 13 r _ 1_ - -� i_ 4 ■ -- - -- - - - - - - DETAIL 14/A6. \ - — �- �. i -- --- - - T.20A ,�% STANDARD TANDY WALL SYSTEM 2 1 � � �-� ,� 10. ADD 6" BLACK, VINYL COVE BASE AT SOLID PANEL _ _ 11 CANOPY RETURN / i BACK TO BACK WITH STANDARDS [ WHERE STANDARD EXTENDS PAST BASE DECK. ..� 11 _4 11 I I o / i j \ AT 2'-0" O.C. 8 \ -_ - — 13 11. PAINT INSIDE FACE OF CANOPY SHERWIN WILLIAMS SW2116. / A7 I ti 4 N /= STANDARD � _ 5 12. T.20A CANOPY RETURN PIECE. 4 , - _ �� 13. WAI !- SYSTEM STANDARD. O CO L4 I�J _ _ - - A --- - BASE DECK CAP �� - L �� ------7 14. 2"x4"xt/4" STEEL TUBE CONTINUOUS FROM FLOOR TO � - LJ • 1 T.20 \ . TYP BOTH SIDES � I �- , - �8 STRUCTURE ABOVE. CROSS BRACE ABOVE FINISH CLG. CO 2 (ONE PIECE r i 2 1/2"x2 1 2"x1 4" X 0'-4" CLIP ANGLES AT FLOOR �--_-�� ) � � - VINYL BASE � � I / / / N \ I �� I i ►�'- � - - EA. SIDE OF TUBE, ANCHOR TO TUBE & FLOOR WITH W 1 l'1 I A3 II A7 e J !-� o 1 i� BASE DECK o a I- _ FXPANSION BOLTS. ANCHOR WAI i L'YSTEM & STANDARDS. N 1 1 -- iv I a TO TUBE. PAINT EXPOSED AREA SW 2116. REFERENCL A7 I I DETAIL #7 & 8 ON THIS SHEET. ^ ( .� L<— — - - - — -- -- — -- -- — — — - I We W •� �- X' — A ENC! CAP STANDARD DETAIL 3 12 t0, [ 1 2 4 5 [6 1 10 3 111 BASE DECK / ■ W SCALE: N.T.S. AT KICK PLATE 12'--0" — i 1' 4" Y— A7 --BASF DECK CAP (rj � ~"' -- 15-2" - (TYP.) BOTH SIDES � � 0 Co FREESTANDING BACK TO BACK WALL SYSTEM PLAN 1 FREESTANDING BACK TO BACK WALL SYSTEM 2 w � SCALE: 112"=l'-O" �A7 SCALE: 1/2"=V-0""-0" �A7 . O CCdu a ATTACH TO STRUCTURE ABOVE 0 LL 122J 13 1 5 TREF. DETAIL 6 ON THIS SHEET. 0 0 !_ - CEILING �r 0 00 �_ 0 - 2"x4" STEEL_ TUBE Imo_ STANDARD WALL SYSTEM , I J �.--- _ STA14DARDS AT 2'-0" O.C. i 5 2"x4"xt/4" STEEL TUBE 8 LEG OF WALL SYSTEM ' I \ - 1/4" TEK SCREW i 14 I , (2) 3/8" 0 BOLTS. I 1 13 STANDARD METAL SPREADER BAR -- 3"x 3"x 1/8"x 1 1/2" 4 - - -- CLIP ANGLE. I AT 1 DAR AFF AND 7'EAD AFF I i 2 1/2"x2 1/2"x1/4"x4" 2 n - KWIK HOLT II _- CLIP ANGLES. 3/8" 0 X 1 3/8" CARBON --_ KWIK BOLT II / 8 STEEL IARR 24946 ' l STEEL (2) EACH LEG \ �-- 2 X 4 WOOD BLOCKING BETWEEN 1 > I 3/8' X 1 3 8" CARBON I� STANDARDS AT EACH END OF 7 m i J / a -00 LARR 24 46 CROSSBA't. TYPICAL AT 1'-1" AFF / ` Z i 11 z (� AND 7'- 3" AFF CROSSBARS. '� / to El� U — — —_ I i � � MECHANICALLY FASTEN. /�/ J J o I ADJUST LEVE ER ///%%/ / /�/r ��/ ■r TO FLOOR. .00 2 ,3 , 5 N v �_ n LEG ANCHOR DETAIL TUBE ANCHOR DETAIL 1 r. BLOCKING AT ALL SCREW LIA;ATI .,rS SCALE: 3"=1'-0" A7 SCALE: 3"=1'-0" �A7 1110 STANDARD TUBE DETAIL 4 SCALE: N.T.S. AT � I N N rn BACK TO BACK BLOCKING 5 SCAL- 3"=1'-0" A7 rn z 0 Q V l: V }!<J � � O' r SF 48612 3 Q o w 10 LOCKNUT BRACKET (R) �- o 4 PLACES < a 99929050 a U) rr r CROSS BRACE -�1- STORE X10: 01 -3744 ' 2 REQUIRED 51003 " " `" UPPER TRACK Lo - _ � .51000 JOB NO: 00017446 -- - I r n u rr r' SF 486E = UPPER GUIDE I _ =STORCTYPE- NEW 99925135 BRACKET (L) ° c 2 EACH CONS. TYPE AS- �� I �- X10-24 MACHINE SCREW �"- 3 5/8" 20 GAUGE METAL \\� rr STUDS, 8' LONG. 1/2 LONG 2 PLACES � ; ;; ;' I LOCATION: SfRIP� �o DIV. V. PRES. TO REAP, OF BRACKET " ' _ - LOCATION OF - 2"x4"xt/4' STEEL TUBE. LOC TION TO OF ' - DO NOT FASTEN TO MOUNTING '� I OCCUPANCY r i i r STEVE PAPPAS METAL STUD BRACING. SCREWS 3 5/8" 20 GAUGE METAL ARCFL ;CRAW TED EVANS 81° 9991 06E (8) r r rr rr rr r rr �� i ' ' i STUDS ON BOTH SIDES OF ° o ARrH. CHECKED BY t0-24 MACHINE SCREW i � i i •_ TUBE. EXTEND TO CLOSEST -- r PANE TOP i� '� `� " -- " - SHELVi�w _ � STRUCTURE AND FASTEN WITH JAMES HOWARD 51004 3/4" LONG 2 PU+CES i �� SHEET METAL SCREWS OR ENQ DRAWN BY: TO FRONT OF GRACKE7 " i i 3/8" LAG BOLTS OR TOM CHISHOLPA -� 0 I I MACHINE BOLT. HEX-HEAD -/ 00 ;; ; , , CHECKED BY: -� ' [ENQ __ SCARIA JOSEPH SCREWS - - -- -- - DEDICATED OUTLETS i ` -- SHEET METAL SCREW. (TYP.I 999110 (14) ;; " - FOR POS SYSTEM I i DATE rr rr „ " ' I REVISIONS: _ ;; ;, r-- r �- ------ - 3 5/8" 7.O GAUGE METAL - 64 ROLLER TRACK - FRAME SIDE 51001 " O m ' i STUDS, 8" LONG. 51006 - WOOp SCREW �� ® ® �� ; i n ' PHONE Y,k K 99911066 ;i - ------ " 4„ I II 2 EACH �; rr ' -J -�1_-- 13" ` SLOT WALL L BRACKET rr I I 99925132 IMANAGERS DESK (F.:'9) L — ---- ��'l�t 2 EACH _ — —_j u TUBE BRACING DETAIL g ° / - \ FILE CABINET (I 33) 26' 48 24" � SCALE: )"=1'-0" A7 BOT(OM ROLLER - LOWER CHANNEL 99925133 ............. \ 2 EACH " --- -- 99907004 BAG 4' X 6' BAG ---"- 99909268 TUBE " $�T i I SECURITY CAGE_ DETAIL 9 SLIDING WALL UPPER TRACK DETAIL W/SLOTWALL �� ELEVATION AT MANAGERS DESK 11 +\ A .7 SCALE: 3/4"=1'-0" A7 Pacific H vv, 11705 A 7 NOf TO SCALE �7 NOT TO SCALE aUP1999-00261,;nEC1999-00274 9 of 16 NO. 9 OF 1; PROTOTYPE VER. 1.0 3/01/99 Y..,� - ... �„ ..ter.. •.<..+rr.-. u,< .".�,...�,- _ NOTICE: IF THE PRINT OR TYPE ONANv III Ili III III III III III I IIID III III I I III 111 ill 111 Jill ill ill III Ill 1111111! !iiJill ; Jill I II ! IIIIIII II. III Ell Ili I IIIIIII Illllll III Ill Illllll III Ill ILII ' 1 � 4 I I � 5� I I bl I � �I I � �jl 10 11 '«� L�Le. d/ v�00. IMAGE IS NOT AS CLEAR AS THIS NOTICE, I-- — —�L_------- - - -- ---- ----- ----- -- l —_— --�_-- --- --L - -- _-g�- - -✓1— L - _-� ---- IT IS DUE. TO THE (QUALITY OF THE Nc 36 �`y�' ''�� ORIGINAL_ DOCUMENT Gz Tgg �z 16z Ez zz tz o�z s1et GiP?: 9�T 8 899 z i!�III�' ! I I I II III I I VIII IIIIIIIIIIIIIIJi III III Illllllllllllllllllli Illlllllllllll�illlllllllllllllllllll IIII�IIII ILII llllW1111111.1111�111 W1i1111 llllll" ' ilII�IIIII�NII1II i 1Illl11,11 ILII I II I II I ►III III ILIU i W J� AREA TANDY CABINETS FIXTURE WALL LEGEND FIXTURE LEGEND -- c - MANUFACTURER FIx. N0. FIXTURE DESCRIPTIONx PP )(Width Height where a STOCK NO. 1 v• STOREFRONT 0 SQ•n TANDY SUPPLIED, CONTRACTOR, IN�,,IALLED TANDY CAB, F.1 2' GOHDOLA PACKAGE (MERCURY GRAY) SF 518--SR x- ��+J DISPLAY 1458 SQ-FT- SYSTEM COMPONENTS SYMBOLS TAIIDY CAB. F.2 2' x 52" GOHDOLA COMPLETE MERCURY GRAY SF 740 STOCKROOM 412 - TANDY CAB. 17.3 2_' x 52" GONDOLA ADD-ON MERCURY GRAY SF 741 T.20 FOGDUST SLATWALL CANOPY �► START OF SYSTEM AND DIRFCIION OF ( ) � S T 20A FOGDUST SLATWALL CANuPY RETURN INSTALLATION AT 2'-0" 0 C. IANDY �:AB. F.4 2' x 52" GONDOLA END FRAME MERCURY CRAY SF 7"-2-A TOILET 52 SQ.FI, IANDY CAB. F 8 2' x 60" GONDOLA COMPLETE OXFORD k1rL S,F" 743 �� T.30 SLATWALL POWER TOWER ' �� OFFICE p SQ.FI. T. FULL GLASS FRONT POWER TOWERS C��-► CUT SYSTEM 70 FIT ON SITE TArJDY CAp. F 9 2' x 60" GOr;UOLA ADU-Ord (OXFORD MTL. F.F 744 T.32 HALF GLASS FRONT POWER TOWERS o _� TAIJDY CAB. F. 10 2' x 60" GONDOLA END FRAME OXFORD MTL SF 745-A HALL/EXIT CORRIDOR 0 SO.F], T.50 SOLID POWER TOWER END \`J • END BASE DECK HERE - ( -� SF 453-2 �- 1.60 BASE DECK CAP F, IAtdDY CAB. 17.1 1 4' CLASS SI+OWCASE Q► +-- + WALL SY�T, vl AND STANDARDS TANDY CAB, F.121- 4' SALES COUNTER(L_EFT SIDE OF STORE) SF 454-3 �� •�� TOIAL SQ. FT. 1922 SQ.F7. TANDY CAB. F.13R 4' SALES COUNTER (RIGHT SIDE OF STORE) SF 454-4 01 TANDY CAB. F.14L 4' COMBINATION COUNTER (GLASS ON RIGHT) SF 475-1 PARTS LINEAR FEET FIXFn TAIJDY C'B. F.15R 4' COMBINATIGH COUNTER GLASS OH LEFT SF 475-2 - - STORAGE SHELVING TANDY CAB, F.16 4' BACK COUNTER CABINET (MERCURY DOORS I SF 465-4 WALLS 77 L.F. TANDY CAB F.17 WEDGE IMPULSE FIXTURE W/ TRIANGLE _ SF 672 - 11 UNITS TANDY CAB. F.18 48" HIGH IMPULSE FIXTURE W SLATWALL BACK SF 673 WINGWALLS O L.F. „ > TANDY CAB. F.19 2' POITJT OF SALE COUNTER SF 595---2SR GONDOLAS 12 L.F. z = TANDY CAB. F.21 AUTO STEREO DISPLAY N// POWER SUPPLY _ "r 763-2 'r :r , N TANDY CAB. F.22 24" WIDE WIRE DISPENSER SF 651 TOTAL LIN. FT. 8, L r rn Q' � z 7 o TANDY CAB. F.24 COHOOLA EIID CAP RED INSERTS/CHROME MTL SF 474-2 uj d " o cr rr TANDY CAB. F.25- -_ 4' x 60" GONDOLA UNIT CHROME MIL) SF 720 0 POS: 2 � w u I N p PRINTER(S): 1 =$ r Q M m TANDY CAC F.26 4' BACKCOUNIER CABINET OXFORD DOORS SF 591 -1 CO 00 `'- - mi � d z D Z 7D Z IANDY CAB. F.28 COMPUTER FIXTURE FOUR COMPUTERS SF 734--1 w N x x w Z z O'SULI_IVAH F.29 MAIIAGERS DESK SF 631 F- n n o w �� HON F.3C TASK CHAIR W/ ARMS "BLACK SF 894/895 0 d OCL N Qow Q TAIJDY CAB. F.31 _ COMPUTER DISPLAY ChE COMPUTER SF 721-D (n r . * RUN 1 • r 5 1 5 MIDWEST F.32. SHOW-`INDOW CLASS CUBES SPECIAL ORDER ^ ((7 _ 1 TANDY CAB. F.33 4 DRAWER FILE CABINET BLACK SF 147 F C') RUN #2 • IJ 55 25 IAIIDY CAB. F34 HANDICAP SALES COUNTER SF 846 W U) IANDY CAB. F.35 ILLUMiHATED SIGN 17'-0" x V-8" SF 671 -C `� M RUN #3 • I Pl 5 2 10 r • a: TANDY CAB. .36 ILLUMINATED SIGN EXTENDERS 4'-0" x 1---8" SF 671 -A B L✓A RUN #4 • N j 5 5 25 TANDY CAB, F.37 FREESTANDING BACK COUNTER CAB. (MERCURY) SF 840 n Lu � TANDY CAB. F.38 GRAPHICS HOLDEq FOR FEATURE FIXTURE SF 733 ♦ ' RUN b5 • N 5 4 20 TAI IDr CAB. F.40 ACRYLIC CASIO WATCH DISPLAY (SMALL) FO 175 RUN #6 e N 5 2 10 TANDY CAB. F.41 ACRYLIC CASIO WATCH DISPLAY LARGE) FG 179 Z � � T- TANDY CAB. RADIO SHACK UNLIMITED NOTEBOOK DISPLAY SF 89' * DENOTES SECURITY CAGE TANDY CAB. F.42 RADIO SHACK UNLIMITED LIGHTBOX SF 898 U) 0 ... TANDY CAB. RADIO SHACK UNLIMITED CATALOG FIXTURE SF 908 W TANDY CAB. F.43 FREFSTANDING UPRIGHT (MERCURY) SF 753 .u' TANDY CAB. F.44 2' SLAT WALL PACKAGE FOG DUST SF 820SR TAIJDY CAB. F.45 BATTERY CEHTER SPINNER SF 90i ♦ C) TANDY CAB. F.46 22"x56" A-FRAME GRAPHICS HOLDER `.,F 847 Lu C) TANDY CAB. F.47 2' SLIDING WALL WITH PAIJEL AND FRAME SF 969 O M U. TANDY CAB. F.48 24" X 34" LEXAN KICK PLATE SF 6331 ori TANDY CAB. F.55 24" x 48" x 72" STORAGE SHELVING 777S2448 S TANDY CAB. F.56 24" x 96" x _72" STORAGE SHELVING i TANDY CAB. F 57 24" x 144" x 12' Slu,'4GE SHELVIIJG TANDY CAB. 58 24" x 192" x 72" STOR•+GE SHELVING TANDY CAB. 1.59 24" x 240" x 72" STORAGE SHELVING TANDY CAB F.60 24" x 48" x 96" STORAGE SHELVIAG TANDY CAB. F.61 24" x 96" x 96" STORAGE SHELVING _ TANDY CAB. F.62 24" x 144" x 96" STCRACE SHECONG �- TANDY CAB. F.63 24" x 192" x 96" STORAGE SHELVING TANDY CAB, F,(34 24" r. 240" x 96" STORAGE SHELVING TANDY CAB. F.65 24" x 48" x 120" STORAGE SHELVING - TANDY CAB. F.66 24" x 96" x 120' STORAGE SHELVING w F<+ TANDY CAB. 17.67 24" x 144" x 120" STORAGE SHELVING TANDY CAB. F.68 94" x 192" x 120" STOR."•;E SHELVING rTANDY CAB. F.69 24" x 2.40" x 120" STORA,E SHELVING mc _CAB. F.70 18" x 36" x 72" STORAGE. SHELVING 777S t '306 TANDY CAB. F.71 18" x 72" x 72" STORAGE SHELVING TANDY CAB. F.72 18' x 108" x 72" STOR),GE SHELVING TANDY CAB. 17,73 19" x 144" x 72" STOFAGE SHELVING TANDY CAB. F.74 18" x 180" x 72" STO ZAGE SHELVING TANDY CAB. F.75 18" x 36" x 96" STO'IAGE SHELVING TAIJDY CAB. F.76 18" 72" x 96" STJRAGE SHELVING TANDY CAB. F.77 18" x 108" x 96" STORAGE SHELVING PANELS 02'-0 ' 24 PANELS @2'-0" TANDY CAB. F.78 18" x 144" x 96" STORAGE SHFLVING 0 I L+ 1 CUT TO FIT -oI TANDY CAB. F.79 19" x 180" r 96" STORAGE SHELVING is I TANDY CAB. 7.80 18" x 36" x 120" STORAGE SHEL\ ING HA NDICAP OILET TANDY CAB. F.81 18" x 72" x 120" STORAGE SHELVING W-0- Cl HT TANG( CAB. F.82 18" x 108" x 120" STORAGE SHELVING - TANDY CAB, F.83 18" x 144" x 120" STORAGE SHELVING I_ - - - - - _- TANDY CAB. F.84 18" x 180" x 120" STORAGE SHELVING r� 0. _- _ __ ___ -_ - -_-__- - - TANDY CAB. F.85 12' ROLLING SHELVING SF 547 N H� � RUN 4 -- - - - --- 'UN 5 - - -_ __� TANDY CAB. F.86 16' ROLLING SHELVING SF 563 � 3 F ,4 1 F.74 TAIJDY CAB. F.87 SECURITY CAGE SF 982 \"C A� A7 TANDY CAB. F.88 FARE EXTINGUISHER SF 719 / As J SPRINT FIXTURE LEGEND } TANDY CAB. F.to OCS OVAL FLOOR FI)TURF ST 300 0 PF.Al(-V STOCKROOM TANDY CAB. F.t D TELEPHONE_ FLOOR FIXTURE ROUND ST 301 a Y A6 - 10 -0 CLG HT a z 2 --� TANDY CAB. F-1 B TELEPHONE FLOOR FI;'TURE OVAL ST 302 n u o F.29 , 1 LlutA TANDY CAB. SIGN FIXTURE of OF�1 �, `� 2 - --- - - ----- RUN #3 I COMPAQ FIXTURE LEGENDI�-- -•87 r.59 F.56 A6 IANDY CAB. F.50 39" FLOOR FIXTURE 34" FLOOR CQ .501 I� � W o - - TANDY CAB. F.51 FIXTURE 39" FLOOR FIXTURE WITH CQ 302 Q W - . F- A6 SF TANDY CAB. F.52 36" TOP CO 303 V in g7-. V N O r-I 16 / F.53 T30 T31 T?OA TANDY CAB. F.53 COMPAQ WALI SYSTEM CQ 106 � _ T50&T60 CO 201 i1-1 I L LAV V) 1 - 2 `- -- - -�-- I -� -- -- -' CQ 202 $TOME NO: 01-3744 w v A6 ° � _ CQ 203A a A6 if1 A6 6 120 i _ -- - - -J 10 14 FOB NO: 000!7446 + 2 T20A T20 A7 120A n6 �6 -----4 ---- ----• -- -- 1 A6 �0, - _ A6 STORE TYPE NEW _ 161 - F1 I CONS. TYPE: AS -IS r- - -- - -- - - /> PAILL ` � � LOCATION: S1`�IP L DIV. V. PRIES: 160 ( T20-I-•-) TGG ---. T6( �-I r20 PA I_ F° TEvL PAPPA- ARCH. DRAWN BY: r4 r.s T T? ra TED EVANS Ir iDISOLAYARCH. CHECKED 8Y: T20A I20- 20_----- 120A AI F.45 10 C1CIG HT 1nMES Iluwr,RD i' r4 �N- ENCz DRAWN BY: TUM CHISHOLM CHECKED BY: SCARIA JOSEPH N r20� - _ _ I I rsa � rbc --L120 � ,- ,- DATE: Cr I REVISIONS: s� ca I �i 1 - i r19 r11 - F1i Ft9 - za -� ` \ \\ 11 z - L1' Q a on r / \ (� ;' 4 1/1F,�T2o _ -----�� 15'-1-15/16"-1ILL 20 - 2JA T1O A11' \ 142 I � -- 120A - T3J 88 F16 F16 F'1� T31 T30 T32 T50&160 FAi ,2 '4SHEET 12 1\6 FL1 29 PANELS ® 2'-0" + 1 CUT TG FIT' Pacitio Hwv. 11705 BUP1999.0(G2G1,ME..C1999-00274 loot 15 NO. 10 OF 15 FIXTURE LAYOUT _. -_- -- _ _ -_� _ - _ SCALE 1 4" - 1' i PF0101YPE VER. 1.0 3/01 /99 ITIII ' IIII ' III ; IIIIIIIIIIII ' iI'1111111111111111 'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilllllllll NOTICE: IF THE PRINT GK TYPE ON ANY III III III I I J III I II L I I III I 'I I I I I I I I I III I I ! I I IMAGE IS NOT AS CLEAR A5 THIS NOTICE, --- ---�- I Z1- -I- -- � - =-- 4�- �- -� --- �-- -I_ - gL.__I. 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Illi ! il Til III lililll lii lil lilll I -_ � - -�1 4 -- --- --6L---- � 8 9� - ' � l Ol __ 11 ----------1J , IMAGE IS NOT AS CLEAR AS THIS NOTICE, Z I I 1 I I } IT IS DUE TO THE QUALITY OF THE No 3e "====="' ORIG!NAL DOCUMENT24 (>Mf' 8Z 8Z G17, 87 I ::rZ �1? EZ I Z IZ 0: 8T 8i GT 9T 11t 61 St :;t Tt ( T 8 i g L 9 Q f � I Z Taleun • r i I i i iiil�►lii!ii�iiiii�iiliii�liiiiiiiaiii►�iiiilliliiiiiliiililliliiiiiiiiliiiiiiiiliiii�iiiiiiii�iiiiliiii�iiiiliiii�iiiiiiiililliiiiailiiliii� ii!iI►iii �u��u>�Iliiii�iiiiliiii�ii�i ��L��l�►��»a�l�lul! �u��l�l! �u��i�►1 DIVISION 15 - MECHANICAL 1.1.1.1.2 ABOVEGROUND: TYPE L HARD DRAWN COPPER WITH 1.e ELECTRICAL AND CONTROL WI IND 1.14.2 CONTRACTOR SHALL PA" AI_L. COSTS FOR SUE_ 1.12 � Vf -AKERWROUS CONFORM COPPER FITTINGS. AT THE P CONTRACTOR'S OPTION AND ' FQUiPMENT REQUIRED FOR SCHEDULE OF CONSTRUCTION RESPONSIBILITIES AS-IS CONFORMING WITH LOCAL CODES, POLYVINYL CHLORIDE PVC 1.4.1 ELECTRICAL AND CUIJ7ROL WIRING SHALL BE DONE BY THE ELECTRICITY, LABOR, MATERIA_S, AIv;. .� ` SECTION 15010 (PVC) 1.12.1 CIRCULF BREAKERS SHALL BE OF THE THERMAL. MAGNETIC SCHEDULE 40 PIPE AND FITTINGS MAY BE USED FOR THE COLD ELECTRICAL CONTRACTOR. HVAC SUB--CONTRACTOR SHALL TE-TING, ADJUSTING, AND BALANGINt; OF THE SYSTEM.. TYPE, WITH INVERSE TIME ELEMENT CHARACTERISTICS, SILVER • � WATER S151EM AND CHLORINATED POLYVINYL CHLORIDE PVC FURNISH THE CONTROLS AND DELIVER THEM TO THE ELECTRICAL CONTACT, ARC QUENCHER PLATES, MOLDER INSULATING CASE NA NOT APPLICABLE >- �� U� (PVC) DIVISION 16 - ELECTRICAL � MECHANICAL-GE'rIEFCAL PROVISIONS SCHEDULE 80 PIPING AND FITTINGS MAY BE USED FOR THE HUT CONTRACTOR, ALONG WITH NECESSARY CONTROL WIRING AND SHALL BE ABLE TO OPERATE BOTH MANUALLY FOR NORMAL U. LANDLORD m m DIAGRAMS. FINAL CHECK OUT SHALL BE PERFORMED BY BOTH SWITCH FUNCTIONS AND AUTOMATICALLY UNDER OVERLOAD AND R8 RADIO SHACK w o WATER SYSTEM. SHORT-CIRCUIT CONDITIONS. TOC TENANT'S GENERAL CONTRACUIt T �' CONTRACTORS. SECTION 1dOS0 a 1.' CODES 8c SfANDARD� 1.1.1.2 VALVES: GATE, CHECK, STOPS, DRAIN, AND WALI_ EX EXISTING HYDRANTS SHALL BE BRONZE AND RATED 250 PSOG WORKING 1.5 SUBMITTALS 1.12.2 BREAKERS SHALL. BE OF QUICK MAKE, QUICK BREAK T88 TANDY SECURITY SYSTEMS � ) d � � 1.1 1 MATERIALS ANO WORKMANSHIP SHALL COMPLY WITH THE PRESSURE. ALL EXPOSED VALVES SHALL BE CHROME PLATED. ELECTRICAL. TYPE 4 z f O CONTRACT UOCUMEti S AND APPLICABLE CODES AND STANDARDS. 1.5.1 PROPOSAL SHALL INCLUDE EQUIPMENT SPECIFICATIONS, 1.1,1.3 PIPE INSULATION: EQUAL 10 OWENS CORNING ENGINEERING DESIGN DATA, LAYOUT AND A STATEMENT OF 1.1 CpQES AND STANDARDS 1.12.3 BREAKER LOCKS SHALL BE INSTALLED ON THOSE CIRCUIT ELECTRICAL x.1.2 EXCEPT AS MODIFIED RY THIS SPECIFICATION, CONFORM TO FIBERGLASS 25ASJ OR JOHNS MANALLE TYPE ASJ. INSULATION GUARANTEE THAI THE SYSTEM WILL PERFORM TO THE DESIGN BREAKERS WHICH SERVE SECURITY, POS AND EXTERIOR LIGHTING �P ►_- r THE APPLICABLE PROVISIONS AND RECOMMENDATIONS OF THE SHALL BE 1" THICK AND APPLIED TO BOTH HOT AND COLD CONDITIONS. CONTRACTOR SHALL BE PREPARED TO RECTIFY ANY 1.1. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WffH CIRCUITS THROUGH A TIME SWITCH, aFCTIi✓SCAL FOLLOWING STANDARDS. LINES. FAILURE OF PERFORMANCE. ALL APPLICABLE CITY, STATE, AND NATIONAL CODES, Q SPECIFICATIONS, AND ORDINANCES. 1.13 NUN-FUSED DISCONNECT ELECTRICAL SERVICE -f0 PREMISES- MATERIAL & LABOR EX EX �- 1.1.2.1 AIR MOVING AND CONDITIONING ASSOCIATION (AMCA). 1.2 SOIL ANS WASTE PIPING 1.5.2 IT IS IIFREBY BROUGHT TO THIS COk RACTOR'S ATTENTION 1i1AT VALUES CALLED OUR IN 1.3 OF THIS SECTION ARE THECONDUIT ONLY 1.13.1 SHALL BE 'WO OR THREE PULE AS REQUIRED WITH ELECTRICAL SERVICE TO PREMISES-- I _X MINIMUM ACCEPTABLE. 1.1.2 IN ADDITION TO THE AFOREMENTIONED ORDINANCES, THE RATING AS INDICATED ON THE DRAWINGS. 1.1.2.2 AMERICAN GAS ASSOCIATION (AGA). 1:2.1 MATERIALS FOLLOWING INDUSTRY STANDARDS SHALL APPLY, AS APPLICABLE. ELErT'2lCAL SERVICE- VI5CONNECT SWITCH, PANEL BOARD TGC, TGC 1 1.2.1.1 CAST IRON SOLI_, WASTE, VENT PIPING AND FITTINGS: 1.6 HEATING AND COOLING EQUINM 1.13.2 SHALL MEET OR EXCEED NEMA KSI-1969 FOR TYPE GO • 1.1.2.3 AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI). SERVICE WEIGHT COATED CAST IRON CONFORMING TO ASTM Z 74. 1.1.2.1 IEEE (GENERAL DUTY) OR TYPE HD (HEAVY DUTY) SWITCHES. ELECTF .;AL RFCEPTACI_ES, CIRCUITRY TGC TGC 1.6.1 IF No TURAL GAS I' AVAILABLE, FURNISH GAS FIRED 1.1.2.2 AIEE ELECTRICAL - PLUGMOL�ING . 4 R5 TGC 1.1.2.4 AMERICAN REFRIGERATION INSTITUTE (ARI), 1.2.1.2 COPPER SOIL, WASTE, VENT PIPING AND FITTINGS: TYPE HEATING AND DX COOLING UNITS DESIGNED FOR ROOF TOP 1.1.2.3 ANSI 1,13.3 EXTERIOR SWITCHES SHILL BE Y1cATHERTIGHT DWV CONFORMING TO ASTM B306. INSTALLATION. 1.1.2.4 ASTM ELECTRICAL - SIGN DIVER EX EX 1.1.2.5 IES 1.13.4 SHALL BE SQUARE D, GENERAL ELECTRIC, WESTINGHOUSE, 1.1.25 AMERICAN SOCIETY FOR TESTING AND MATERIALS (l,STM). 1•2.1.3 NON -METALLIC VENT PIPING FITTINGS: POLYVINYL 1.6.1.1 EACH UNIT SHALL BE COMPLETE OPERATION UNIT WITH 1.1.2.6 NBFU OR APPROVED EQUAL. ELECTRICAL - SIGNS EX EX O CHLORIDE DWV CONFORMING 10 ASTM D2665 WHEN ALLOWF^ CONDENSING SECTION, EVAPORAHON SECTION, HEATER SECTION, '•.1.2.6 AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR ( BLOWER SECTION, FILTERS, DAMPERS, RETURN AiR SECTION AND 1.1.2.7 NEC ELECTRICAL - UNDERCARPET WIRING RS TGC W 00 CO BY LOCAL CODE). 1.1.2.8 NEMA � W N ? CONDITIONING ENGINEERS (A�HRAE). FRESH AIR DAMPER. 1.1.2.9 OSHA ELECTRICAL - TRANSFORMER I NA PSA 1 1.2,1.4 BUILDING SEWER PIPING AND FITTINGS: SERVICE WEIGHT 1.1.2.10 UL � 1.1.2.7 AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME). COATED CAST IRON CONFORMING TO ASTM A 74. 1.6.1.2 ALL UNITS SHALL BE FURNISHED WITH ELECTN!C DIRECT BACK D00 T GJZZER, PUSH-BUTTON TGC TCC � 0SPARK IGNITION SYSTEM AND HAVE COMPLETE FLAME FAILURE PROTECTION. 1.[ TOTING AND ADJUSTING UQH1ffiQ - I t.1.2.8 NATIONAL ELECTRICAL COL . (NEC). 1.2.1.5 CLEANOUT PLUGS: STANDARD CAST IRON. WHERE' w � INSTALLED IN THE BUILDING, PROVIDE WITH NICKEL-BRONZE 1.6.1,3 UNITS SHALT_ BE ENCASED IN FINISHED STEEL CABINETS 1.2.1 THE ENTIRE ELECTRICAL SYSTEM, UPON COMPLETION, CANOPY LIGHTING FIXTURES & LAMPS (REFERENCE SCHEDULE) RS TGC 1.1.2.9 NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION ACCESS PLATES. AND SHALL BE APPROVED BY AGA. W � S'iTHL BE "MERGE D B FDI, FAULTS, IN ACCORDANCE WITH THE CEILING LIGHTING FIXTURES & LAMPS (REFERENCE SCHEDULE) R`1 TGC �y; Q (!� (NEMA). 1.2.1.6 FERRULES: GOOD QUALITY SPIN OR CAST BRASS OF METHODS APPROVED BY ,A1::r AND NEC. MINIMUM CODE WEIGHT FOR SIZES USED. 1.6.2 G ONLY ELECTRICITY I5 AVIGLE?! F. R ROOF- SINGLE REAR DOOR SECURITY LIGHT (75W BULB SUPPLIED & INSTALLED BY TGC) RS TGC X 47 PACKAGE HEAT PUMP UNITS DFSIGNE!7 FOR RUUr r1P .3 EQUIPMENT ANL` n'4� IA CONTACTS Q Ir UJ �.. � 1.1 .2.10 FIATIONAI. FIRE PROTECTION ASSOCIATION (NEPA). INSTALL;+iION. 1.3 GAS PIPING EXIT LIGHTS AND EMEP•GENCY LIGHTS (REFERENCE SCHEDULE) RS TCC V) 1}.. -Oct I 1.3.1 ALL EQUIPMENT ANJ WA FERIALS SHALL BE NEW AND SHAM VICE PRESIDENT- REAL ESTATE PHONE (817) 415-6645 w ? 1.1.2.11 SHEET METAL AIF; CONDITIONING CONTRACTORS' 1,6.2.1 EACH UNIT SHALL HE (.VMPLETE OPERATING UNIT WITH CONTACT: ANDY ZEINFELD FAx � 817) 415-6H72 TO1l:PFIIO� NATIONAL ASSOCIATION, INC. (SMACNA). 1.•3.1 MATERIALS ALL REFRIGERATION COMPONENT:;, AIR MOVERS, FILTERS, AND BEAF THE MANUFACTURERS NAME, TRADEPIARK, AND ASME, UL, 1.3.1.1 BELOW GRADE: MAY BE PLASTIC RESIN OR EPDXY 4 FRESH AIR DAMPER. ANI`/UR OTHER LABELS IN E` ERY CASE INHERE A STANDARD SR, DIRECTOR OF LEASING PHONE (817) 415-4902 TELEPHONE PANEL BOARD TGC, TGC 1.1.2.12 UNDERWRITERS' I.,BORATORIES (UL). COATED STEEL, POLYETHYLENE PLASTIC PIKE OR COPPER PIPE, HAS BEEN ESTABLISHED FOR THE PART'_ULAR ITEM. EQ0IPMI NT CONTACT: MARK HULLINGER FAX 817) 415-6872 - a co 1.6.2.2 UNITS SHALL BE PROVIDED WITH EMERGENCY ELECTRIC TELEPHONE SERVICE (4 LINES MIN. INCLUDING LABOR AND MATERIAL) TYPE L. JOINTS IN STEEL PIPE SHALL BE THREADED OR SHALL BE THE LATEST APPROVED DESIGN OF THE VARIOUS RESISTANCE HEAT SECTION WITH A CAPACITY TO PROVIDE ' DIRECTOR - TANDY DEIGN & CONSTRUCTION PHONE (817) 415-0596 th EX ; O 1.2 EQUIPMENT AND MATERIALS WELDED. JOINTS IN PLASTIC PIPE SHALL BE AS PER AGA ENOUGH HEAT TO PREVENT BUILDING DAMAGE IN THE EVENT OF CONTACT: RON WORTHAM FAX 81 1 41 6501 W 3 { PLASTIC PIPE MANUAL FOR CAS SERVICE. JOINTS IN COPPER c MANUFACTURER'S. # ) HVAC tq PIPING SHALL BE SWEAT. A COMPRESSOR MALFUNCTION. ARCHITECT •- TANDY CORPORATION PHONE 1.2 1 ALL EQUIPMENT AND MATERIALS SHALL BE NEW, UNLESS 1.4 TI !TI $ � (817) 415-3436 CONTACT: THOMAS A. PIRTLE III, A.I.A. FAX # 817) 415-A893 HVAC -- DESIGN EX EX ♦ ♦ O SPECIFICALLY NOTED OTHERWISE, SHALL BEAR THE 1.3.1.2 ABOVE GRADE: STANDARD WEIGHT BLACK STEEL 1.6.2.3 UNITS SHALL BE CASED IN FINISHED STEEL. CABINETS. _ v MANUFACTURER'S NAME, TRADEMARK AND ASME, AGA, UL 1.1.1 AVAILABILITY LOCATION AND ELEVATIONS OF UTILITIES HAVE MECHANICAL PPOJECT MANAGER PHONE # (817) 415-0576 HVAC-PROVIDE AND INSTALL UNIT EX EX JOINTS IN STEEL SHALL BE TREADED OR WELDED. 1 7 FILTERS BEEN OBTAINED FROM UTILITY MAPS, SURVEYS, Sgm AND/OR OTHER LABELS IN EVERY CASE WHERE A STANDARD HAS OR OTHER CONTACT: SCARIA JOSEPH FAX # (817) 415-4853 - 0 LL0 BEEN ESTABLISHED FOR THE PARTICULAR ITEM, t.4 PIPING INSTALLATION SOURCES, AND ARE OFFERED AS A GENERAL GUIDE ONLY, HVAC- PROVIDE AND INSTAL DUCTWORK EX EX O 1.7.1 FILTERS SHALL BE OF THE THROW-A-WAY TI Pi A.'�D CONSTRUCTION PROJECT MANAGER - RadioShack PHONE 817 415-2640 � WITHOUT GUARANTEE AS 1�_ ACCURACY. THE CONTRACTOR AND # ( ) SHALL BE AS SUPPLIED BY THE MANUFACTURER OF THS. AIR CONTACT: JAMES HOWARD HVAC- ROOF OPENING/SUPPORT 1.3 TI TTI � 1.4,1 THE CONTRACTOR SMALL FURNISH AND INSTALL AS SHOWN HIS VARIOUS SUB-CONTRACTORS SHALL VERIFY WITH THE FAX # (817) e i 5-4893 EX EX ON THE DRAWINGS OR AS NECESSARY TO COMPLETE THE CONDITIONING UNITS OR AS SUPPLIEU BY THIS CONTRACTOR. APPLICABLE CITY, STATE AND/OR PRIVATE UTI COMPANIES THF APAP PHONE (214) 321-2344 SPECIAL RUO OPENINGS & CURB TGC TGC 1.3.1 AVAILABILITY, LOCATION AND EIEvnT;pN OF UTILITIES HAVE WORKING SYSTEM IN ACCORDANCE 'KITH THE INTENT OF THE REPLACE AFTER CONSTRUCTION IS COMPLETED. _ DRAWINGS AND SPECIFICATIONS, A COMPLETE SYSTEM OF PIPING, EXACT LOCATIC'J, SIZE, AVAILABILITY, HOOK-UP AND COST PRIOR CONTACT: BEN DAVIS FAX # 214) 321-2990 BEEN OBTAINED FROM UTILITY MAPS, SURVEYS OR OTHER DRAWINGS QUCT ACE TO SUBMITTING HIS QUOTE 70 THE OWNER. � SOURCES, AND ARE OFFERED AS A GENERAL GUIDE ONLY ALL VALUED INDICATED OR A NECESSARY TO COMPLETELY 17) 838-1302 7RANE PHONE (8SPECIAL FIVAC, EXHAUST, VENTILATION TGC TGC CONTACT: CHERYL GREEN FAX # 81 8 831-8135 HVAC- THERMOSTAT RS TGC T WITHOUT GUARANTEE AS TO ACCURACY. THIS CONTRACTOR CONTROL THE ENTIRE APPARATUS AND ALL ASSURTENANCES. 1.8.1 DUCTS SHALL BE FABRICATED IN ACCORDANCE WiiH THE 1.5 EXCAVATION AND T N HINT' SHALL_ VERIFY WITH THE APPLICABLE CITY, STATE AND/OR 1.4.2 PIPING SHALL BE PROPERLY SUPPORTED AND ADEQUATE LATEST EDITION OF THE ASHRAE GUIDE .AND THE SMACNA "DUCT LIGHTSTAT '?Hot!,-- # (800) 292-2444 DUCT INSULATION �x Ex PRIVATE UTILITY COMPANIES THE EXACT LOCATION, SIZE, PROVISIONS SHALL BE MADE FOR EXPANSION, CONTRACTION, MANUAL FOR LOW VELOCITY SYSTEMS" AND CONSTRUCTED OF 1.5.1 IF ELECTRICAL SERVICES ARE SHOWN TO BE -� AVAILABILITY, HOOK-UP AND COST PRIOR TO SUBMITTING Hi$ SLOPE AND ANCHORAGE. NEW GALVANIZED PRIME: STEEL SHEETS OF THE FOLLOWING UNDERGROUND, REFER TO SECTION 15010, PARAGRAPH 1.4 FOR PLUMBING TRENCHING AND EACKFILLINC 7^IL --T 'WASHROOM FIXTURES AND PIPING TGC TGC QUOTE TO THE GENERAL- CONTRACTOR. 1.4.3 PIPING ASSEMBLE.: 1.8.1.1 UP TO 12' - 26 GA. 1.6 CONDUCTORS AND CABLES 1.4EXCAVATION1JD TRE��HING (WHERE CALLED FOR ON HOT ATEP HEATER RS TGC 1,4.3.1 PIPs THREADS SHALL CONFORM WITH ASA DIMENSIONAL PLANS) STANDARDS 82, 1. 1.8.1.2 13" TO 30" 24 1.6.1 ALL CONDUCTORS SHALT_ BE 98% CONDUCTIVITY COPPER, SERVICE SINK NA NA 1.4.1 EXCAVATION: 1.4.3.2 COPPER � NATIONAL ELECTRICAL CODE FOR THE TYPE OF SERVICE TUBING SHALL BE ASSEMBLED WITH SWEAT-TYPE 1.8.1.3 ROUND DUCTS U-P TO 12' IN DIAMETER - 26 GA. NEW CONDUCTOh'S, INSULATED IN ACCORDANCE WITH THE DRINKING FOUNTAIN NA NA f FITTINGS, USING _IL-FOS SOLDER AND NONCORROSIVE FLUX. INVOLVED 1.4.1.1 CONTRACTOR SHALL PERFORM At I- EXCAVATIC _ .v IHE 1.8.2 DUCT - LONGITUDINAL SEAMS SHALL_ RE .PITTSBURGH TYPE PIPING INSULATION TGC TGC DEPTH INDICATED AND AS OTHERWISE REQUIRED r7R THE 1.4:3.3 CAST IRON HUB-AND-SPIGOT PIPE JOINTS SHALL BE DOUBLE LOCKED AND HAMMERED FLAT. PROPER INSTALLATION OF PIPING AND UTILITY LINES. MADE WITH NEOPRENE GASKETS. 1.6.1.1 ALL FEEDERS, SUB-FEEDERS, AND MOTOR CIRCUITS, NO. FIRE PROTECTION (SPRW(LER) SYSTEM NA NA 1.8.3 ALL FLAT PANELS OF 3LICTS 12" AND LARGER SHALL BE 8 AND LARGER SHALL BE TYPE. "THW" INSULATION. � - 1.5 TSTING AND a�UIN� CROSS-AROKEN 0R MACHIIJE BEADED. FIRE PROTECTICIA (SPRINKLER) SYSTEM MODIFIED NA Nr 1.4.1.2 MINIMUM COVER SHALL BE 211' UNLESS OTHERWISE 1.6.1.2 ALL OTHER CONDUCTORS MAY BE TYPE "TW" INDICATED. 1.5.i ALL PIPES SHALL BE TESTED BEFORE THEY ARE 1.8.4 <,T EACH SQUARE ELBOW, PROVIDE AIR-FOIL PATTERN 1.4.1.3 W!1EF'EVER WET OR OTHERWISE UNSTABLE SOIL BACKFILLED OR CONCEALED IN FURRINGS OR CHASES. TURNING VANES IN ACCORDANCE WITH SMACNA MANUAL. 1.6.2 THE COVERING OF CONDUCTORS AND CABLES SHALL. HAVE DISTINCTIVE MARKINGS AS REQUIRED BY THE LATEST STANDARDS INCAPABLE OF SUPPORTING THE PIPE IS ENCOUNTERED IN THE 1.5.2 AFTER ALL TESTING, ALL LINES SHALL BE THOROUGHLY 1.8.5 DUCT SPLITTERS: ADJUSTABLE WITH CONTROL DEVICE ON DIDI UL. THE COVERINGS S' 1 TRENCH BOTTOM, SUCH SOIL SHALL BE REMOVED TO THE DEPTH FLUSHED WITH WATER AND LEFT COMPLETELY CLEAN. DUCT SIDE FOR EXPOSED DUCT AND FLUSH IN CEILING FOR ��ALL BE COLOR CODED. AND FOR THE LENGTH REQUIRED AND THE TRENCH BACK FILLED CONCEALED WORK. VENTFAB OR YOUNG gHALL BE USED. WITH SAND. SECTION 15440 1.6.3 THE MINIMUM SIZE OF LIGHTING AND POWER CIRCUITS 1.8.6 SHORT TAKE-OFF DEFLECTORS: AIR MATE EX-2 VOLUME SHALL BE NO. 12 AWG. r 1.4.2 r,ACKf TEEING: PLUMBING FIXTURES AND TRIM EXTRACTORS AS PER DUCT MANUAL OF SNACNA. 1.7 riAC F_WAY5 (WHERE SHOWN ON PLANS) ( M 1.1 JOB CONDITIONS 1.9 Alg_l lrlCE� CI N 1.4.2.1 TRENCHES SHALL NOT BE BACKFILLED UN-111 ALL 1.7.1 RIGID CONDUIT HOT DIPPED GALVANIZED RIGID STEEL E- ESTS ARE PERFORMED UNTIL. THE UTILITIES SYSTrMS AS 1.1.1 FIXTURES SHALL BE FURNISHED AND SET BY CONTRACTOR 1.9.1 AIR DEVICES SH^I L BE EQUAL TO TITUS AND AS SHOWN r- COJDUIT SHALL BE NATIONAL ELECTRIC, ALLIED OR PITTSBURGH. rn I1JSTA,LLEU CONFORM TO THE PLANS AND SPECIFICATION;.. ACCORDING TO THE MANUFACTURERS DIRECTIONS. ALL FIXTURES ON TWE DRAWINGS. SHALL BE NEW A14D OF FIRST QUAL TY, FREE OF ALL KILN 1.4.2.2 BACKFILL LOWER PART OF TRENCH WITH SAND DEFOSITED MARKS, CRACKS, CHIPS, OR DISCOLCRATION, AND THOROUGHLY 1.9.1.1 SUPPLY DIFFUSERS: SERIES 200 EXTRUDED ALUMINUM 1.7.2 ELECTRIC METALLIC TUBING SHALL BE NATIONAL ELECTRIC, NIh11) COMPACTED TO A. DEPTH OF 12 IN!;;HL S ABOVE THE TIP CLEANED AFTER ALL PAINTING AND CLEANING DOWN OF THF WI IH WHITE BAKED ENAMEL FINISH. ALLIED OR PITTSBURGH STANDARD. 3 OF THE PIPE. BUILDING HAS BEEN DONE. Cn z 1.9.1.2 RETURN GRILLES: fITUF 13-MOPL STEEL MODULAR 1.7 3 UNDERGROUND CONDUIT PLASTIC "CARLOW OR EQUAL PIP a ca 1.2 FIXTIJ RETURN GRILLES WITH 0 DEGREE DErLECTION, NO FLANGE, AND OR FIBER DUCT IN CONCRETE (THREE INCH ENVELOP PER DUCT), Cr �` z 1.4.2.3 BACKFILL THE REMAINDER OF THE TRENCH WITH SANG i. o WHITE BAKED ENAMEL FINISH DESIGNED TO FIT CEILING GRIDS. V) a 0 EARTH FILL FREE OF ORGANIC MATTER AND ROCKS LARGER 1,2.1 REFER TO FIXTURE SCHEDULE. OR PVC RIGID PI-ASTIC CONDUIT WITH A GROUND WIRE CARRIED w d THAN 1-1/2" IN DIAMETER. 1.'0 DUCT INI,JLATION IN DUCK. 3r o N 1.3 INSTALLATIQN 1.5 WARRANT' 1.10.1 TWO INCHES THICK t,40 .75 POUND DENSITY FIBERGLASS 1.8 UNQjL( N AND PULL 3C ,n C 1.3.1 ALL WALL HUNG FIXTURES SHALL HE RIGIDLY SUPPORTED WITH A L002 INCH ALUMINUM FOIL FACING FOR ALL SUPPLY AND 6 0 r 1.5.1 ALL MATERIALS, EQUIPMENT FIXTURES, DEVICES, AND BY APPROVED METAL. HANGERS AND CHAIRS. ALL FLOOR OUTLET RETURN AIR DUCTS. LAP INSULATION TWO INCHES, AND STAPLE 1.8.1 WHERE SHOWN OR REQUIRED, JUNCTION OR PULL BOXES < U N V 4 INSTALIATICIJ SHALL BE GUARANTEED TO BE FREE FROM r'IXTURES SHALL BE RIGIDLY SECURED TO THE FLOOR BY AND SEAL WITH DUCT TAPE. SHALL BE PROVIDED TO FACILITATE PULLING, SPLICING, TAPING, ; MECHANICAL DEFECTS OR FAULTY WORKMANSHIP FOR A PERIOD APPROVED FLOOR FIANCE, SCREWED OR C SILTED TO THE FLOCK. OR NESTING OF CONDUCTORS. SUCH BOXES SHALL BE IN OF ONE YEAR FROM THE: DATE OF SUBSTANTIAL COMPLETION. 1.11 TH RMQSTATS AND C NTROLLERS ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND SECURELY _ COMPRESSORS SHALL. HAVE A MANUFACTURER'S WRITTEN FIVE 1.3.2 EACH FIXTURE SUPPLY SHALL HAVE A SHUT-OFF VALVE. FASTENED TO THE BUILDING STRUC TURE INDEPENDENT OF THE STORE NO, 01-37 4 1.11.1 TEMPERATURE CONTROL EQUAL TO HONEYWELL YEAR WARRANTY. LABOR AND MATERIALS REQUIRED TO FULFILL 1.3.3 ALL EXPOSED PIPES PASSING THROUGH WALLS AND THERMOSTAT WITH "NEAT-AUTO-COOL" SELECTOR AND DUAL CONDUIT. ` 6 THE REQUIREMENTS OF THIS GUARANTEE SHALL BE FURNISHED FLOORS SHALL BE PROVIDED WITH CHROME AND/OR NICKEL -TEMPERATURE SETTING. THERMOSTAT SHALL ALSO HAVE AND JAB NO: 0 001744 TO THE 'OWNER BY THE CONTRACTOR AT NO ADDITIONAL COST TO PLATES. 1.9 OUTLET BQXLS STORE TYPE NEW FAN SELECTOR SWITCH WHICH SHALL BE SET IN THE THE OWNER. "ON" POSITION FOR CONTINUOUS FAN OPERATION. SECTION 15900 1.9.1 OUTLET BOXES SHALL BE ZINC-COATED OR S p SECTION 15410 1.1 1.2 MOTOR CONTROLLERS: ALL MOTORS AND STARTErS CADMIUM-PLATED SHEET STEEL SUITABLE FOR THE CONDITIONS CONS. TYPE AS-__1_ S -Ir HEATING AND COOLING SYSTEMS INSTALLED IN OR ON PIEGES OF EQUIPMENT WHICH ARE FACTORY OF FACH OUTLET. PLUMBING SYSTEMS ASSEMBLED SHALL BE AS SUPPLIED AND INSTALLED BY THE LOCATION: STRIP i 1.1 DESCRIPTION RESPECTIVE MANUFACTURERS. ALL MOTOR CONTROLLERS SHALL 1.9.1.1 CEILING OUTLET BOX SHALL BE NOT LESS THAT 4" DIV. V. PRESS 1,1.1 SYSTEM SHALL BE ROOF TOP, FORCED AIR COMBINATION 1.1 k&L� S IPPLY PIPING BE PRECEDED BY A FUSED DISCONNECT SWITCH MOUNTED WITHIN OCTAGONAL- 5TEVE PAPPAS SIGHT OF THE MOTOR, AND FUSED TO PROVIDE ADEQUATE riAWN BY: 1 AIR CONDITIONING AND HEATING UNITS, INSULATED DUCT SUPPLY PROTECTION FOR THE MOTOR. FOR UNITS MOUNTED OUTDOORS, 1.9.1.2 SWITCH AND RECEPTACI E BOXES SHALL BE [ARCH. 1.1.1 MATERIALS AND RETURN SYSTEMS WITH ALUMINUM DII-FUSERS ANI) STEEL PROVIDE WATERTIGHT DISCONNECT SWITCHES, FOR ALL MOTORS APPROXIMATELY 4 X 2. INCHES AND SHALT. BE ONE, TWO, THREE, TED EVANS RETURN ;,;R GRILLES. USED IN AN APPLIED APPLICATION, THE CONTRACTOR SHALL ARCH. CHEr!;EU l91Y• 1.1.1.1 PIPING: FURNISH MOTOR STARTERS 10 THE ELECTRICAL CONTRACTOR FOR ETC. GANGS AS REQUIRED. SECTIONAL BOXES SHALL NOT BE JAMES HOWARD 1.1.1.1 EQUIPMENT SHALL BE AS MANUFACTURED BY GENERAL USED. INSTALLATION. ENG. DRAWN :IMs 1.1RA .1.1.1 UNDLRGROUND: TYPE K SOFTDWN COPPER WITH ELECTRIC, LENNOX CARRIER, TRANE, OR APPROVED EQUAL WF;000HT COPPER FITTINGS. 1.12 E HHAST FANS 1.10 WIRING DEVICES _ 1.2 EQUIPMENT ENERGY SOURCE TOM CHISHOLM EM CHECKED BY: 1.2.1 IF NATURAL GAS IS AVAILABLE, THEN CHOOSE UNITS WITH 1.12.1 EQUAL TO "ZEPHCR" MODEL Z6 AS MANUFACTURED BY 1.10.1 DEVICES SHALL BE P & S, HUBBELL, I_EVITION, OR SCARIA JOSEPH GAS HEAT AND ELECTRIC COOLING. THE PENN VENTILATOR CO., INC.. APPROVED EQUAL AND MEETING UL REQUIREMENTS. DATE: ,r �?' 1 1.12.1.1 GRILLES SHALL BE WHITE BAITED ENAMEL. 1.10.1.1 SWIT^,H SINGLE POLE OR DOUBLE POLE, THREE-WAY REVISIONS: 1.2.2 IF NO GAS IS AVAILABLE, UNITS SHALL BE HEAT PUMPS WITH EMERGENCY RESISTANCE HEATING COILS. TOGGLE SPECIFICATION GRAD:. .-AILD 15, 20, OR 30 AMP n IN-HOUSE REVISION �� 1.12.1.2 EXTEND DUCTS T;'ROUGH ROOF WITH FIA`;HING ACCORDING TO CIRCUIT. IVCRi OR BROWN AS DICTATED BY /'� 6_18-99 1E 1.3 DESIGN CONDITIONS COLLARS, STORM COLLARS AND RAIN & WING CAPS AMERI-VENT WALL FINISHES. 7_� -�- AS MANUFACTURED BY AMERICAN METAL PRODUCTS CO., OR 1.3.1 THE SYSTEM CONDITIONS LISTED BELOW ARE FOR EQUAL. 1.11 PAN DETERMINING 'THE MINIMUM REQUIREMENTS TO SATISFY THE 1.13 INSTALLATION SYSTEM OPERATION. OCCUPANT LOAD SHALT_ BE ASSUMED TO 1.11.1 SHALT_ HAVE MAINS, LUGS, AND BRANCH CIRCUIT BE 15 BOTH SUMMER AND WINTER. SYSTEM SHALL BE 1.13.1 ROOF TOP UNITS: COORDINATE EQUIPMENT SUPPORTS BREAKERS AS SCHEDULED ON THE DRAWINGS. DESIGNED TO DELIVER: FOR THE INSTALLATION OF ROOF-TOP UNITS WITH THE STRUCTURAL FRAMING SYSTEM OF THE BUILDING. 1.11.2 CIRCUITS SHALL BE ARRANGED AS SHOWN ON THE 1 3.1.1 UNDER THE CONDITIONS OF SUMMER, AND OUTSIDE AIR DRAWINGS TO MAINTAIN THE DESIRED PHASE BALANCE. TEMPERATURE OF DEGREES FDB AND 1.13.2 DUCTWORK NCE. ------DEGRFES FWB WITH AN OCCUPANT LOAD OF THIRTY PEOPLE AND AN INTERIOR ROOM TEMPERATURE OF 78 DEGREES 1,13.2.1 ERECT ALL DUCTWORK IN THE GENERAL LOCATIONS 1,1 1.3 SHALL BE PROVIDED WITH TYPEWRITTEN PANEL F AT 50% RELATIVE HUMIDITY. SHOWN ON THE DRAWINGS, BUT CONFORM TO ALL STRUCTURAL. DIRECTORIES. �� -�� 1.3.1.2 UNDER THE CONDITIONS OF WINTER, AN OUTSIDE AIR AND FINISH CONDITIONS OF THE BUILDING. 1.11.4 SHALL MEET REQUIREMENTS OF NEC AND AS TEMPERATURE OF ----- DEGREES F AND AN INSIDE 1,13.3 SUPPORT ALL HORIZONTAL DUCTS BY MEANS OF BAND MANUFACTURED BY SQUARE D. GENERAL ELECTRIC, TEMPERATURE OF----- DEGREES F. IRON HANGARS ATTACHEC TO THE DUCTS BY MEANS OF SCREWS, WESTINGHOUSE, OR APPROVED EQUAL. RIVETS, OR CLAMPS, EACH SECTION OF DUCT SHALL HAVE AT LEAST ONE PAIR OF SUPPORTS. 1.14 TESTING AND DALANCINS Pacific Hwv, 11705 99-00261, MEC1999-0027 1.14.1 EQUIPMENT SHALL BE ADJUSTED AND ALL SYSTEMS BUP1912 of 15 LNO. 12 OF 15 BALANCED TO PERFORM AS SPECIFIED AND AS REQUIRED TO GIVE SATISFACTORY OPERATION. PROTOT-PE VLR. 1.0 3/01/99 r NOTICE: IF THE PRINT UR TYPE UN ANYIMAGE IS NUT AS CLEAR AS THIS NOTICE, �_ l 4 I 6 $ I �L�1 - ;Q0 ----- - - ---- - 9 -- - 10 11 1r - - 1- _. _.. __ .._.�_...__. ..__ITIS DUET THE (�IIALITY JF T HE ® ,,�,,,, ORIGINAL DOCUMENT � � I gZ I g�Z L7, 9Z Z 1bZ I EZ Z tZ O�Z 8�i Bi FIIII11191TI1111� i 6l S1t fit t 18 18 I L » 14�� I T6 E Z 7,,��,NIIIIA I II I,III IIT1 11111► 111111111 11l1lII�IIIII111 IIII,Il,Il,ll,ll Illlll IIIfIIIIII,.11111�11.1 llll�l.11l�llllllllll llllllllillll lillLlllCllll U I I I I I I, ► P.O.S. COMPUTER CABLES ANTENNA NOTES � POWER FIXTURE LEGEND T SYMBOLDESCRIPTION PARI 4SUPPLIED do ' - ��jc y q9 THE P.O.S. CABL _-S ARE SUPPLIED BY TANDY AND RUN BY HE 'ONTRACTOR. INUPPLIED DY # WAIFS �� - THESE CABLES SHALL RUN FROM THE STORAGE ROOM TO THE C SH COUNTER _ 3/4' CI.NDUIT - - 1 1. ANTENNA ACCESS (SEE DETAIL 3/F3). RUN ANTENNA COA' w ! CEIL.ING -- cD CEILING -- 'EA. THE CONTRACT IR SHALL CUT A HOLE (3"m) IN THE STOCK ROOM WALL AT ►- O © -- --- - 1" CONDUIT FROM SHELVES DOWN TO UNDER BASE DECK AND CONNECT itf, DUPLEX RECEPTACLE OUILET, 1' 6" TO Lr_ 6" MIN r ® A LOCATION NEAR THE MANAGER'S DESK AND AS LOW AS POSSIBLE. APPROXIMAILI_Y TO ANTENNA SYSTEM. TGC `IID BOTTOM OF COVER PLATE AFF. a 12 FEET OF THE CA,'3LES SHALL BE PULLED INTO THE STOCK ROOM AREA AND ROLLED O 1' 4 r' ` \� UP SO THAT IT MAY BE HOOKED UP AT A LATER TIME BY THE MANA;ER• 7. ANTENNA 3/4" CONDUIT, AND J-BOXES ARE SUPPLIED t \DUPLEX THE CABLES ARE TAKEN DOWN INTO THE BASEDECK AND RUN INSIDE THE BASEDECK AND INSTALLED BY CONTRACTOR. 1ELECOMMUNICATION� v TELEPHONE CONNECTION W/ REQUIR 'O CABLE �- - OUTLET UP THF CASH COUNTER AREA AND THEN OUT INTO THE AREA BEHIND THE „ASH TO PANEL BOARD 1'- 6_ TO CENTER OF PLATE. 2b 2'x4'x3 4' COUNTER. THESE CABLES ARE ALSO TO BE ROLLED Ul' SO THAT THEY MAY BE 3. TENNAS, ANTENNA WIRE, MAST, AND ALL CONNECTIONS SUPPLIED BY 2'x 4'x,5 4' / I �� , � - AFITENNA CONNECTION 0� LET FOR CONDUIT -•. � � PLYWOOD - SECJRITY HOOKED JP AT A LATER TIME BY THE MANAGER. THE . INISHED CABLE PENETRATION RtDIO SHACK AND INSTALLED BY CONTRACTOR. TGC � FROM ANTENNA SUPPORT UNLESS NJTI_D _��-� �� PLYWOOD--- --�- d THROUGH THE WALL SHALL COMPLY WITH AI-L FIRE AND ELECTRICAL CODES. IN THE CONTROL_ EVENT THAT THERE IS NO BASE DECK TC TOE WALL SYSTEM THE CABLES SHALL RUN 4. ALL ANTENNAS ARE MOUNTED TO A SINGLE ANTENNA MAST WITH ONE OTHERWISE_, 3'-0" 10 CENTER OF PLAiE. - PANEL BEHIND THE .WALL. SYSTEM. - C� CONDUIT ENTRY INTO BUILDING. , - --TELECOMMUNICATION TGC PUSH BUTTON MOUNT k8" AFF NEXT TO REAR _ _-.__-_-- 3/4" CONDIJII CONTROL 5. SPECIAL_ DIGITAL ` ATEI_ITE ANTENNA CABLE RUN THROUGH WALL AND _ � DOOR @ EXTERIOR SIDE. -_- PANEL /7-- UNDER BASE DECK TO LOCATION SHOWN ON PLANS SECURITY TCC BUZZER. MOUNT IN CEILING ABOVE CASH-WRAF — • r _ CONTROL � • LA `i TEl`- JUNCTION BOX, 4" SQUARE WIFH BLANK COVER E� Q 1 -j - _ LL C� FUSED DISCONNECT SWITCH. - uj O I I OD 1 / TELEPHONE NOTE 00 «, IL L--�7 ELEC I RICAL PANEL. uj CO M / 1. TELEPHONE BY TELECOMMUNICATIONS. W 1 \C2a) ELECTRICAL. LEGEND _ 2. TCC TO PROVICL 3/4" CONDUIT AND J-BOXES IN THE NEW PAF;TITION WALL T / FROM ABOVE CEILING TO BELOW BASEDECK FOR TELECOM MUNICA1ION USE. O'!ANTITY SUPPLIED r' E1Y RS I& INSTAL `SYMBOL DESCRIPTION PART # VL'!lr`GEr , � V) W � FIN FLOOR FIN FLOOR / 3. J-BOX FOR TELEPHONE TO BE INSTALLED IPI WALL BESIDE THE STORE L -- EL -� I SWI N M MANAGER'S DESK, BY TGC. _ _ �'1 24-HOUR TIME SWITCH. DIAL TYPE 261 y� `J 120 VOLT-INTERMAf1C MODEL T101. a► -1-98 W Q CO ELEVATION AT TANDY SECURITY PANELS ELEVATION AT TELECOMMUNICATION PANEL 2 �� _ o WATER HEATER POINT -QF-L'SE INLINE HEATER 6 CC 1 ELE ON / 1 off - 208V 2 POLE - Eemax MODEL #SP3208 -2698 30x0- 1� W rm SCALE tJ.I.S �� SCALE: N.T.S. �El / I EL UNDERCARPET WIRING NOTES sFF. rJOTE - P ALUMINUM POWER POLE WIR-NP6202126 263 . .► _ ti 1. ALL FLOOR OUTLETS 4ND UNDERCARPE:T WIRING SHALL BE - 1 99 Z O h. _ ~ PANEL 'L' 48 � / INSTALLED AT CENTERLINE OF CARPEL' TILE. THERMOSTAT LIGHTSTAT #TMC-TAFI Fl �''� I -- - ---- - �- - ^- T � AUTOMATIC NIGHT SETBACK ® 48" AFF q --- - \/ 1 1 Ei AU) ?_. AFTER CARPET PAS BEEN INSTALLED, REMOVE APPROPRIATE urlLEss OTHERWISE NOTED NO PL AMP DI-SCRIPTI❑N WATTS - I y WAT1S DESCRIPTI❑N AMP PL NU ROWS TO INSTALL UNDE��r.ARPET WIRING. I'S -- - ---- ---- - ---- - 201 5 t!A W V RI P UNDER ARPEr TELEPHONE LINES 2 OS TERMINAL. CABLE (SPECIAL CABLE) f CODE III CDnE 3. DO NOT CROSS OR O E LA DE 2.J 16 D7C AND UN1ER CARPET WIRING. - 1 1 20 EX T,EM,tJLk .00K ON, C 146 0 - - 1500 WH WATER HEATER 20 2 2 - 3 1 20 SECJ-BOX(! DCK ❑N) s -120 -o - 1500- _ - _wH WATER HEATER -- / / 4 AMP FIXTURE LEGEND LLI� a p 5 1 20 SEC.❑UTLET(L❑CK❑N) S _ _ 180 - - a 900 C FLUOR, CANOPY _20 1 6 THERMOSTAT- I Co LL 7 1 20 FLUOR. DISPLAY _C 1120 - o - - 653 _ NC S-I RG., TOILET 20 1 B LOCATION `POWER TOWER QUANTITY KIT SYMBOL DESCRIPTION PART # VOLTAGE � � Co 9 1 20 POS GJTLT(L❑CK ON) REC 360 -o - 1 ,60 _ SN SIGN - EXTERIOR 20 1 K V, RELOCATE EXISTING THERMOSTAT _ ■x' 11 1 20 FLUOR, DISPLAY C _1568 - - 0 600 1-711'LUOR, CANOPY 20 1 12 16 PRE-MANUFACTURED CARPET/BASE JUNCTION BOX. SEE _ - --_ _ i UNDER CARPET/BASE DECK DETAIL. JUNCTION 13 1 20 POWER TO SHELVES REC -720 ___ ---a - - 720 REC POWER TO SHELVES 20 1 14 BOXES SUPPLIED W/ COMMUNICATION POWER KIT 15 i �20 POWER T❑ SHEL.VES REC 720 -o - _ 720 _ REC POWER 10 SHELVES 20 1 16 _ _ -_ LOAD ANALYSIS TABULATION -- _ AMP' -- - _ 17 1 20 POWER_1❑ FLUOR _ REC 720 - - 0 720 RFC POWER TO FLOOR _ 20 1 16 - 1950 POWER K'T �-� 18 AMP POWER STRIPS CATEGORY CONNECTED USAGE FACTOR DEMAND WATTS PER 1 TOWER W/ EL HA 19 1 20 POWER TO SHELVES REC 1`080 _ o- - 720 kEC POWER TO SHELVES 20 1 20 POWER 214-1 _ _ WATTS WATTS ST:� FT � -� 200' UNDER CARPET WIRE. 21 1 20 POWER TO SHELVES REC 1080 — -o - - 720 REC FJWER TO SHELVES 20 1 22 ----- -- --- - PLUGMOLD LIGHTING C❑NT,= 4334 125% OF C❑NT, PLUS 23 1 20 POWER TLl FLOOP REC _ 900 - 0 720 REC POWER TO FLUOR_ 20 1 24 12 LOW PROFILE POWER FLOOR OUTLET. 25 1 20 STORAGE OUTLETS REC 900 0 - - _ 26 (W/❑ SHOW WIND❑b LTS) NONCONT,= 497 100% OF NONCONT, - 5915 2.48 -- - 7 -" o - - - 28 RECEPTACLE.; 100% OF FIRST 10,000 UNDER- � _� 150' UNDER CAAP,PEI WIRE. EL 29 - - - - o ]80 _ Sw❑ STRFRNT OUTLET 20 1 30 (W/❑ SHOW WINDOW i'F_CPT) 10800 PLUS 50% OF REMDR 10400 5,54 CARPtT - - -- 31 ----- o- - INSTANT-ON WIRING 179 NA 32 KIT 12 LOW PROFILE POWER FLOOR OUTLET. 33 - -o - 34 WATER HEATER 3000 100% 3[100 1.54 35 _ - - o 180 Sw❑ STRF ONT OUTLET 20 1 36 - SIGNS _ 1760 -- 125% 2200 0,90 AMP' x _-% _ 4440 - - 1200 SPARE ?U_ 1 38 -D.H. GRILLE - 100% 0 0.00 1 ANTENNA �■� COAXIAL CCALE ASSEMBLY WITH SPLITTERS FL NA 37 / / HVA AC o - _ _ KIT 216-2 1 39 3m 50 HVAC AC 4440 - o ___ 1200 SPARE 20 � 40 SHOW WINDOW LIGHTS= 125% ❑F LIGHTS PLUS 200 - - - - - - LIr4EAR FT= 151 UUTLETS= 360 WATTS PER LINEAR FT 3000 0.18 NOTE: LL MAY USE ONE WATER TANK OR ONE INLINE HEATER SPECIFIED FOR EACH LAVATORY. HVAC AC 4440 - - o - 120(1 _LSPARE 20 1 42 ----- _ __MISCELAN_E❑�US--�__ 456 100% 456 _ 0.23 - SUBTOTAL 21207 24971 10,88 � ORDERED THRU AND BY TANDY AT LANDLORD'S EXPENSE. 8406 672 7808 4793 5900 4500 , -- - C, 15G1 125% OF I_RGST MOTOR PLUS J sm PiJL EXISTING SUM A SUM B SUM C VOLT 120/208V, 3PH, 4W HVAC 11739 LARGER OF HLAT OR COOT_ 1:J 715 6.83 ELECTRICAL POWER NOTES 13199 12620 12308 SIZE 225 SPARES 3600 SPARES 3600 1.85 EXISITNG TIME CLOCK FOR AUTOMATIC SIGN CONTROL. MNTj SURFACE TOTAL WATTS 38127 MAIN 200 -- - _ AICA %: BALANCE 7% WIRE � 4 !! 310 THW TOTAL - 38127 - TOTAL - 42286 19.55 120 VOLT, SINGLE POLE, 20 AMPS. MAIN.CIR,BRK I,C - CONNECTED AMP 96 C❑ND 2' CONNECTED AMPS= 106 DEMAND AMPS= 118 SUPPLIED BY TANDY AND INSTALLED BY CONTRACTOR. — HANDICAP TOILET —CONNECTED AMPS= 96 DESIGN AMPS= 200 O a) SECURITY ALARM J-BOX. A SURFACE MOUNTED 4" STEEL 22000 AIC SPARE AMPS 10 - J )KDENOTES EXISTI14G CIRCUIT & BREAKER. OTHER � I T;r- J-BOX WITH 3/4" KNOCKOUTS AND BLANK COVER CIRCUITS & BREAKERS ARE NES BY TGC, TGC a 8 -0 CLG HT (W/❑ SPARES) MOUNTED AT 3'-0" AFF AT SECURITY CONTROL PANEL LOCATION. THE J-BOX SHALL BE HARD WIRED TO SHALL ALSO INSTALL_ NEW 20('A CIRCUIT ao TELEPHONE NOTE #2 4 7 120 VOLT PANEL ON 20 AMP LOCK ON TYPE CIRCUIT BREAKER, BREAKER WITH (2) #12 THW AND (1) 012 THW GROUND - - - - WITH 12" PIGTAILS. PIGTAILS SHALL BE INSULATED WITH N N - - --- -- -- -- - - WIRENUTS. THE CIRCUIT BREAKER SHALL BE LABELED " L _ -_- [ F� _ _ "SECURITY ". THE SECURITY SYSTEM SHALL BE HC 2a O L25 SUPPLIED AND INSTALLED BY TANDY SECURITY SYSTEMS. WC \ CI: o w s b) SECURITY ALARM J-BOX. A SURFACE MOUNTED 4" STEEL It r _-j 'w F L3 L27 J-BOX WITH OUTLET MOUNTED 6" BELOW CEILING OR 3 "'z c o� L2 I --� 2b EDICATED -- L25 __$_TOr;KR_OOM (8'-1O" AFF IF NO CEILING IS EXISTING) DIRECTLY p = w Z CIRCUIT 71-70 CLG HT - ANTENNA NOTE #1 ABOVE THE SECURITY CONTROL PANEL LOCATION. OUTLE I a 3 y -,0- a HC ` L5 _ ANTENNA NOTE 7 SHALL BE HARD WIRED TO 120 VOLT PANEL ON 20 AMP LOCK m o O m o v d LAV ,�,L2,L.4 # ON TYPE CIRCUIT BREAKER WITH (2) #12 THW AND A < o It o / (1) #12 THW GROUND. THIS OUTLET IS FOR SECURITY o `l w Q O w a _ �' 1 L [ITTE -- -- SYSTEM ONLY. THE CIRCUIT BREAKER SHALL BE LABELED a 3 F- Z -� �.0 _j� #3 3 E3 "SECURIT" SYSTEM". SECURITY SYSTEM SHALL BE SUPPLIED �� f" O N EXISII 200 AMP, 120/208 VOLT, of a `�w 3 PHASE ELECTRIC METER 8c N mow -I _ AND INSTAL:_E'J BY TANDY SECURITY SYSTEMS. z 0 P o v Z r` I� 4 CM ) SOCKET � TYPICAL PHONE OUTLETS, BY TELECOMMUNICATIONS a U R) V - - - - - - 4 ANTENNA DUPLEX AT JUNCTION BOX FOR AMPLIFIER. L25 I - -- - - - - - - - � _ START OF - -- --� I- - �- -- 5 EXISITNG 120/208V 3 PHASE, 225 AMP ELECTRIC PArJEL "LTORE NO: 01-3744 PREMISES L20,L22,L24 _i 2' LONG POWER STRIP, WITH 42 SPACES. TGC SHALL SUPPLY AND INSTALL L— NEW 200 AMP MAIN CIRCUIT BREAKER 1 / SUPPLIED BY TANDY _ _ E PUSH BUTTON L19,1.21,L23 - - - 5 (TYP•) AND INSTALLED JOB NO: 00017446 EXISTING 120v 1 POLE FOR BUZZER 1 BY CONTRArTOR. SEE /� I 20 AMP 24 HOUR / \ ( 6 ) THERMOSTAT, INSTALL ON SIDE OF POWER TOWER AWAY FROM STORE TYPE r`'E'.J EXISTING 3 PHASE, 200 AMP I TIME CLOCK FOR _- DETAILS 1,4, & 9 SHT. 3P, 60A, NF �J THE BACK OF THE WALL SYSTEM AS FAR AS POSSIBLE AND SWITCH SIGN CONTROL E1 FOR DETAILS. BETWEEN THE SHELVES AT 48' AFF. AS SHOWN ON SHEET ` r L25 CONS. TYPE: p - E2. I_' 4 L L24 ► 'nr; - 7 EXISITING TELEPHONE PANEL BOARD. =LOCATION: ;TPIF ��. EXISITNG / I IL37,L39,L41 ( ) EXISITNG 120/208 VOLT, I ON ROOF DIV. V. PRES: -- 4 #3/0 THW 2" C - -� ,.3 PHASE, 225 AMP EXISTING ? I � PANEL WITH NEW I I _ DISPLAY '-:NEVE PAPPAS (L) 200 AMP MAIN I I -1— i vvr l o -o cLG HT ARCH. DRAWN E3 CIRCUIT BREAKER l— _J L2 - TED EVt,N` - 10 :71, - ARCH. CHECKED BY: rG E3 1 / JAML10 LS I - _ ENG DRAWN BY: o I _ 1 1I_)M CHISHOLM _ I J J -BOX ENG. CHECKED BY: o I w AP\ _ FOR SIGN (THRU TIME CLOCK) SCAPIA ,JOSEPH I 1- 4 } (REUSE EXISTING) DATE: - - a X a cz l I " L1 J REVISIONS: C7 ` � � 0 FINISHED FLUOR I L-18 1_18 1.18 L18 L18 z a L17 BUZZER 1. \ ABOVE cLc. -- ,L2 ANTENNA C)NDUIT- ,� AND WIRING TO ELECTRICAL RISER DIAGRAM Z SIGNAL AMPLIFIER. _ _ - - - __ __ — _ _ - - __ - - - -.•--- E2 TYPICAL AT EACH - - - - - - - - IJrJ G SIDE OF STORE - -- - -- - - - - - - - - - - - - EACH "J" BOX SHAM NOTE THIS SHEET L14,1.16,L18 HAVE 6 #12 THW WITH REFERENCE THERMOSTAITEL. NOTE #1 9 ANT. NOTE #1 9 9 Rlf.� L13,L15,1.17 2 #12 NJW GROUND L3 E3 E3 ANL 2 #10 THW NEWRA', HARDWIRED CONTINUOUS BACK TO El PANEL 4" SQUARE "J" BOXES BY TGC Pacific Hwy, 11705 BUP1999-00261, MEC1999-0027, ELECTRICAL PLAN _ � 13 of 15 N0. 13 OF 15 SCALE 1/4" = 1'- ,. -• PROTOTYPE vLR. 1.0 3,10119 - _ jlf,iP➢1F'�.+Y9�Y1Y�Y19YM..�r _. .. .w+.>....w..,Asx:�,app,f!1!+•�v:..,:,..e.ra.+�.'�,iY�+M�✓wHw..4•.w•w,..d.,.r,k„w....,�+.r+ aww:-.avewnw.,or.Www.w...,.+..,w«.rw"r.+:r"ernr..w Y�sM�+iw.4'lliwwi...ww '” ..,",..r... 'a1�...F+...i...".r..aw.F..i.+rW�+Aw.�..-„-...,.".+r.i,x"".wMwu.wwWN.r►�MC{AMYIMi�4."I si,"„4r.ww". .—........ c-...__ _-... ..._»--«....... -- -.._... .rcty:;',,.r.r -.. C NOTICE: IF THE PRINT OR TYPE ON ANY rlrilll III � I III III IIT 1 1 III 111 111 I T [Jill 11r tlr t11 1IT llrr I III 111 rlt III 111'lllillt 111 III 111 tII Thr 111 rll III I I III III 111 111 III III I�11111 1111111 11111 I I i i YI I � I � 1 � 11�I 1 4 1 � 1 I S I I I I I J�� IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1. - - -I —._ ---� - --- -- =----- L ---� �41- - - 1�L- I --� IT IS DUE TO THE QUALITY OF THE Ni 36 ORIGINAL DOCUMENT �£ 61Z fI�Z GGZ 9ZT Z 6Z 11,111111191161 � 19 �,Il111111III�IIIIIIIII � II ,iIIIIIL�IIIIII(I��IIIIII, �IIIIIIIIII�IIII �III�III►IIIIII��ILIII► IIIiIIIIIIillllliiil�liillliili�►iiii►�I�i►Ilii.u�ll�-Illi;►i�iil�ili�►I�I��II►I��►u�lu1>�u��l�l��L� �uJllulllllllllllll�lllu�1�►��ul III I I ILII IIIIIII�IIIIIIIIII I i ,. •.- .. ..-... . rtics+r+{,.�4'•�n±rmkA•vY�dPaw4-•s.e*:rYr:..Rtm:,'.:;:..n L•tM,t r..:Jiei. 'r .. y,..,'�_:�,,�.+P, -.K11'�i5'�",�i,Y�F,nk.'A'sVAY' `WS �4eWi ➢oG➢ 2,:,GX+'G€R 4J'J#.s�k➢k tx3i,ak .T ... CEILING NOTES ELECTRICAL FIXTURE LEGEND m �I QUANTITY QUANTITY �1 •`v�J SYMBOL DESCRIPTION PART M WATTAGE SYMBOL DESCRIPTION PART # WATTAGE j}JJ TANDY LANDLORD TANDY LANDLORD C✓ G�' 1. 2'X4' Tr__ GRID AND 2'X4' CEILING TILE., AS SCHEDULED. - , EXIT LIGHT - RFD SINGLE FACE, CEILING 2X4 RECE`,SED FLUORESCENT S-AND. ACRYLIC 7. 5/8" FIRE RATED TYPE "X" GYP. BD. CLG. AS SCHEDULED. PAINTED ° ' MOUNTED 120/277 VOLT WITH BATTERY ELE 2 - LL LENS-120 VOLT 4FO32/T-8 W/ELECTRONIC i 2 1 "WHITE ! ,.ti' is � E)ACK-UP LITHONIA #LQM�W1 R 120/277 ELN 001 BALLAST (SUPPLIED BY LANDLORD) 3. ARCHITECT DOING PUNCH LIST SHALL VERIFY ALL LIGHTING ',' " ` `� _ EXISTING EXIT LIGHT -- CEILING MOUNTED 2 OH EXISTING LIGHT (4'-0" STRIP LIGHT) 3E -� �V HAS BEEN INSTALLED AS SHOWN ON PLAN'S. 120 VOi_F WITH BATTERY BACK--UP EXIT LIGHT - GREEN SINGLE FACE, CEILING 4" ADJ. DOWNLIGHT (PRESCOLNF) W/ BLACK EL V .+ ,;;,. ELE _ BAFFLE &- WHITE TRIM FOR PAR 20 LAMP- 239 �0 3 :•,, • MOUNTED 120 277 VOLT WITH BATTERY 006 2 O t '. ;' "`�� BACK -UP LITHONIA #LQMSWIG 120/277 ELN. c - 120 VOLT -PH4A-TA48F -1 -99 _ EMERGENCY LIGHT SELF CONTAINED, CEILING --- — HVAC NOTES 3 ; � ELE 15 PAR 20 - 50 WATT LAMP NA EM MOUNT 120 VOLT WITH BATTERY BACK-UP ;a' PRESCOLITE--FDS2 007 101 c ' _ ■ 1. TANDY CORPORATION SHALL REUSE THE EXISTING HVAC-UNIT AS-IS. ➢s ,, CONTRACTOR SHALL VERIFY TH CONDITION OF THE EXISTING UNIT ''1`" " 'w: EM EXISTIIJG EMI LIGHT SELF CONTAINED, WALL MJUNT LIGHT FIXTURE WITH LEXAN GLOBE2s5 AND REPORT BACK TO TANDY'S PROJECT MANAGER IN WRITING OF CEILING MOUNT 120 VOLT WITH BATTERY 1 Gs AND CAST GUARD. CANLEi -GIWF15fJ1GPPC• -1-99 THE CONDITION ALONG WITH MODEL #, SERIAL #, AND THE SIZE BACK-UP -� I➢n ➢ i f' 2 x 4 RECESSED FLUORESCENT LIGHT EL 2. �,ONTRACTOR SHALL ALSO VERIFY THE CONDITION OF THS EXISTING 25 t O STAND.ACRYLIC LENS - 120 VOLT 4FO32/T-8 ELE ;,IS MOTION SENSING SWITCH P&S WS 30001 264 HA 0 DUCT WORK AND ADJUST SUCH DUCTWORK AS NECESSARY. ' ••°�F '" 002 12 - 1 -99 0 0 ,,,4 W/ELECTRONIC BALLAST & 10' FLEX ATTACHED -__ -77—T CO CO 2X4 FLUORESCENT WIRING SYSTEM PLUG-IN ELE ;` SINGLE PULE SWITCH AT STANDARD HEIGHT 48" 3. CONTRACTOR SHALL MAKE SURE PROPER AIR CIRCULATION EXIST AFTER '�� 1 INIERFACE LITHONIA OC i7J 12/3G 003 NA AFF W N mi THE NEW CONSTRUCTION ACTIVITIES IN THE STORE, PLEASE CALL TANDY J FOR "A" LIGHTS ONLY. F" CORPORATION'S MECHANICAL ENGINEER ® (817) 878-4992 IF THERE IS - N NOT ENOUGH AIR CIRCULATION IN THE STORE. i. 2x4 RECESSED FLUORESCENT LIGHT DEEM 18 + .3 I = 0 r3 CELL PARABOLIC LENS-120V 41732/78 ELE 112 < 3-WAY SWITCH AT STANDARD HEIGHT 48" AFF. 1 4. CONTRACTOR SHALL SUPPLY AND INSTALL NEW SUPPLY AND RETURN a T 008 't� DIFFUSERS TO MATCH NEW CEILING. M4 W/ELECTRONIC BALLAST & 10' FLEX ATTACHED + 2X4 FLUORESCENT WIRING SYSTEM PLUG-It' EL BATHROOM EXHAUST FAN WITH BACK DRAFT EL W 5. CONTRACTOR SHALL REPIACE THE FILTERS ON THE HVAC UNIT AFTER - HE3 INTERFACE AFC #1DBC3/2 236 NA 1 FAIJ DAMPER 110 CFM - 120 VOLT - BROAN 259 156 cl) COMPLETION OF CONSTRUCTION AND THE STORE HAS BEEN CLEANED. FOR "B" LIGHTS ONL'f, -1-98 MODEL 676 -1-99 W Q "r �- 4' FLIJORESCENT STRIP STANDARD SURFACE FLIF I AIJ EXISTING BATHROOM EXHAUST FAN WITH BACK ■ Q �' W r• 31 fll MOl114T MASTER 120 VOLT - 1F032/T-8 - 004 30 i DRAFT DAMPER 110 CFM - 120 VOLT ` � 0 F. � A LAMP WITH ELECTRONIC BALLAST �,A 4' FLUORESCENT STRIP STANDARD SURFACE 17'12 MOUNT SATELLITE 120 VOLT -1 F032/T-8 - ELE / CRACK LIGHT - BLACK 120 VOLT 50 = r 005 30 t'r1 F_ t� .+°.'L LAMP WITHOUT ELECTRONIC BALLAST + _ C ..� ,� LAMP, OCTRON T-8 DESIGNER '70L'" 247 l_ --j 4' TRACK LIVE ENO - DEAD END - 120 VOLT HA 160 + fit,.; ,` . '�{� �:!1 4 100K-17032/741 K W/70 CRI -4--99 NA 1 W 3 TOT A 2 x 2 RECESSED FLUORESCENT 9 CELL. I—' r; I' ) PARABOLIC LENS-120V 2FB031/T8/741 .AMPS �D� 60 M JUNCTION BOX 4" SQUARE WITH BLANK COVER ♦ ' O �J V 0 •. WITH ELECTRONIC 6ALLAST — � � t;. co U. - "U" LAMP, OCTRON T-8 ,F8031/841 NA Q TOT (�' SURFACE INCANDES)ENT 120 VOLT- 1 --60 EL �+ WATT LAMP (100 Vv MAX.) LURALINE 208 BP -16 99 60 �! - - C � RETURN AIR �, N L NIGHT LIGHT S A SUPPLY AIR SPRINKLER (IF SHOWN) JR REFERENCE ONLY. L FIXTURE DIFFUSER GRILLE - NOTES: CONTRACTO 2 SHALL INSTl.,:. 4'--0" FLUORESCENT STRIP LIGHTS ON INSIDE OF CANOPY, CONTINUOUS AT PERIMETER OF STORE. SEE DET. 5-7 ON E3 ORDEREL BY TANDY Th ROUGH LAMP VENDOR. JI ORDERED THRU TANDY AT LANDLORD'S EXPENSE. O ■s 10' CEILING OVER I GYP'BD CEILING — HANDICAP TOILET --BrU CLG Hi CEILING NOTES #2&3 Ma N -- rn L I L8 L8 I L8 I L8 I EIA 1 8 I L.8 I L8 I 1_8 I L8 I L8 I L8 I L8 I L8 1 - FAN �L - - --- - -- N ��_�� - -_ _ N - 2 -- - - -- N — � - 0 3 P o _ -/-_ - - - — - -- ---- - - - - - �Tv KR90M - --- - -- - - W V Q \ / CEILI'VG OTES j�t&3 I I o ° Q Q L6 ! I II X Lg I / \ I vii H cj - - --- - -- - - - - Q) r, Lu cj i.6 - - - —-- - -- ----- - -�— - - - - - -- - v > Q F- _ NJ 2 I I \ acs U) � v Lb L6 L6 L6 L6 L611 \\ L6 L6 L6 1.6 L611 �X\ L6 I N1IL _N NT 1 -� L12 L �J A' A A A A - I STORE NO: 01 -3744 L7 I - - I—= L7 I - I L7 �I — - I L7 I - - I L7 I - - I L7 — — JOB NO: 00017446 — OUTLET MOUNTED IN CEILING STORE TYPE NEW L8 z L6 N 1 L6 N 1 x\ I I I I I CONS. TYPE- L12 L6 k Le> LOCAT'ION: _TRIP S -- L-- 7 - � - - - - - - - - - ELECTRICAL GENERAL NOTES i. ALL TEMPORARY AND/OR ABANDONED WIRING IN STORE SHALL BE 14 REMOVED BY ELECTRICAL CONTRACTOR PER LOCAL CODE. diO 2. MINIMUM SIZE WIRE SHALL BE NO. 12 A.W.G. 3. ALL ELECTRICAL CONDUCTORS SHALL BE COPPER, TYPE THW d UNLESS OTHERWISE NOTED. 0 4. NO CONDUIT SHALL BE RUN THROUGH HVAC DUCTS. ir 110" 5. NO ROMEX, DX, ETC. IS PERMITTED. ALL WIRING MUST BE IN - - 22 CONDUIT UNLESS OTHERWISE NOTED, FLEXIBLE CONDUIT SHALL -- T BE USED ONLY FOR SHORT FINAL CCNNECTIOPJS TO LIGHTING FIXTURES AND EQUIPMENT. ACCORDING TO LOCAL CODES. oll 6 ALL ELECTRICAL EQUIPMENT SHALL BE U.L. LISTED AND COMMERCIAL GRADE. - ----�_� + - - 13 7. ALL ELECTRICAL EQUIPMENT EXPOSED TO WEATHER SHALL BE .. 4 WEATHERPROOFED (SUCH AS ON ROOF). Al 8. ALL CONDUIT EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE SHALL BE GALVANIZED HEAVY WALL STEEL CONDUIT. ALL OTHER CONDUIT SHALL BE RIGID METAL CONDUIT OR d1� 0� 0 19 15 J ELECTRICAL. METALLIC fLJB;NG. MINIMUM SIZE SHALL BE 3/4" 00 ODOD TRADE SIZE. CONDUIT FILL SHALL BE PER NEC. J W cV 04 6 r - 9. INCANDESCENT LIGHT FIXTURE VIRE SHALL BE 150 DEGREE I -- ---- -- ---- ___ - 4 ' CENTIGRADE HATED. m - -- --------- 7.4 _ 10 D RECTORIES. SHALL PRINF UP AND INSTALL ALL PANEL 11. NIGHT LIGHTS, EMERi ENCY LIGHTS, AND EXIT LIGHTS S`IALI. HAVE W (h l 7 2 ANTENNA WIRE INSTALLATION TO SHELF 2' O" PLAMMOLDING INSTALLATION DETAIL '4 LOCK-ON CIRCUIT BREAKER. W Q I PLUG MOLDING DETAIL TELEPHONE WIRE INSTALLATION TO SHELF 12. CIRCUIT ALL LIGHTS AND OUTLETS TO PANELS AS SHOWN ON W SCALE: N.T.S. F3 SCALE: N.T.3. E3 SCALE: N.T.S. E3 SCALE: N.T.S. E3 THESE: PLANS. ; 1�_ �f' 13. % BETWEEN LOWEST AND HIGHEST BALANCE EACH PHASE TO . .•. RCA 18" DIGITAL S VELLITE DISH WITHIN 5-10 LOADS. w CO RCA #DS1120RW / RS #16-2530 �_ _ N Io FOR DSS MOUNTING INSTRUCTIONS, 14. THE ENTIRE ELECTRICAL INSTALLATION SHALL CON�D��M TO THE �' � SEE PA(;E 33 OF THE DSS LATEST EDITIONS OF THE Nl TIOPJAL ELECTRICAL CODE AND ALL F-' Cj ANTENNA �� - y [INSTALLER GUIDE. GOVERNING LOCAL CODES OR AS SPECIFIED BY LOCAL Vf MATCHING TRANF'R RS#15-1140 �� / AUTHORITIES. W CABLE W/ 4" STANDOFFS - EXISTING GRAVEL GUARD 15. NOTIFY TANGY ARCHITECT IN WRITING OF ANY DIFFERENCES BETWEEN PLANS AND EXISTING CONDITIONS ON SITE PRIOR TO ,� + O ROOF rUMMENCI;4G CONSTRUCTION. zuj OO --- - 1 1/4" !D GALVANIZED METAL PIPE. _s►T�T-- 16. CHECK ALL EXIT AND EMERGENCY LIGHTS FOR OPERATION. SO L _ 5 MIN LENGTH. SUPPLIED BY RtPLACE BATTERY AND LIGHrS AS REQUIRED BY CODE A +D NEw 0 � 7 CONTRACTOR. � 1 1 10 E3 OPERATION. VERIFY EXISTING GUTTER------ V [ IEXISTING EXTERIOR REAR WALL - - - - - - - - --- 17. ALL 120 VUk_T WIRING SHALL BE THREE WIRE.. SYSfENS - TWO - f- -- - - t - ' = FEXTERIOR , CONDUCTORS AND ONE GROUND. UNISTRUT SUPPORT SYSTEM �j Z I I 21 SUPPLIED & INSTALLED BY Zlaw < INTERIORI 18. CONTRACTOR SHA,L VERIFY EXISTING EL.ErTRICAL SERVI„E AND CONTRACTOR I I EQUIPMENT SUFE'ICIENT FOR DRAWING REQUIREMENTS BEFORE BID ..ND NOTIFY TANDY ARCHITECT OF DISCREPANCIES PRIOR TO 23 / THRU WALL CARRIAGE BOLTS - L -- - - - - -- -5��+- J SUBMITTING UID. -- 18 10 3 18 / / / 10 18 3 23 _ TEE GRID l THRU WALL SLEEVE, 1"o EMT WIT - - i 1 BUSHING SET IN SEALANT AT EAC (IF APPLICABLE) 11 _ 19 END J ANTENNA MAST ,JUNCTION BOX • 1 i (BY ELECT CONTRAC i vR) ELECTRICAL NOTES BY SYMBOL �- o I ❑ 8 GAUGE COPPER GROUND WIRE UP - �- �- ANTENNA DUPLEX FOR .ANTENNA 1. SUSPENDED CEILING - HEIGHT AS SHOWN IN CEILING NOTES, TO GROUNDING BLOCK. O SIGNAL AMPLIFIER I SHEET E2. mc - 8' GROUNDING ROD. RS #15-529 FINISHED FLOOR 2. NEW OR EXISTING WALL AND FINISH AS SPECIFIED IN WALL A FINISH SCHEDULE. 40 -- 20} - -- - - - GENERAL NOTES 41 3. TANDY CABINETS CANOPY. wY - J 1. RCA p JS IS MOUNTED TO A SINGLE ANTENNA MAST WITH ONE CONDUIT ENTRY INTO BUILDING- `j Z Q 2. L.00•,1IION OF ANTENNA MAST TO BE SUCH THAT TOTAL LENGTH (VERTICAL LENGTH AND HORIZONTAL '1 PLUG MOLDINGS WITH LOCK-IN TYPE FLEX CABLE. PLUG p� RUN) OF ANTENNA LEAD IPJ WIRE NOT TO EXCEED 100 FEET FROM ANTENNA/DSS TO SIGNAL AMPLIFIER. MOLDING; SHALL LAY ON SHELVES REFERENCE 9/E3. 11 �-m 11 3. DSS SYSTEM, CABLE. MAST, & MOUNT SUPPLIED BY STORE, INSTALLED BY CONTRACTOR IF NOT EXISTING. 5. ANTENNA WIRE. CONTRACTOR SHALL ROUTE WIRE UNDER BASE DECK. L 6 CANOPY FASCIA DETAIL 7 18" DSS & ANTENNA WALL MOUNTING DETAIL. TANDY STORES 8 6. FINISH FLOOR LINE. CANOPY CORNER LIGHT DETAIL CANOPY CORNER DETAIL i SCALE: N.T.S. E3 SCALE: N.T.S. E3 SCALE: N.T.S. E3 SCALE: N.T.S. E$ 7. PRE-WIREi. TELEPHONE MODULE. 8. TANDY CABINETS FIXTURE WALL SYSTEM. M 04 9. TANDY CABINETS BASE DECK. � N << 1 JUNCTION BOX ANTENNA CABLE. RUN WIRE T ! MAX. SPACING BEHIND WALL SYSTEM 0. TANDY CABINETS CANOPY BRACKETS ® 4'-0" O.C. "' 8 -0O.C. REFERENCE 3/E3 \ 11. 4'-0" FLUORESCENT STRIP LIGHT FIY,TURE. MOUNTED INSIDE r I POWER STRIP 24" STEP 1 CANOPY FASCIA. END TO END. i ('Total 18) 1. FLOOR PREPARTION MUST BE USED FOR SLAB-ON-GRADE APP'-ICATION FIGURE 1 2' (TYP) ,� -- 12. 1" X 4" HORIZONTALLY FURRING STRIPS MECHANICALLY FASTEN 0 L METAL BRACKET TNF. FLOUR PREPARATION IS AYELLOW--COLORED. POLYVINYL MATERIAL THAT IS DESIGNED TO NEW OR EXISTING WALLS. o WW JACK BY- -- • .. TO PROTECT SYSTEM FROM FLOOR MOISTURE, CHEMICAL REACTION, AND ABRASION IN SLAB- vNi a 0 FLEX CABLE TELECOMMUNICATIONS ��r� ( � ': .� III ON-GRADE LEVEL APPLICATION. 13. PLUGMOLD FLEX CABLE SHALL ENTER THROUGH SLOT AT BACK � ° a r7 '� OF SIDE PANEL OF POWER TOWER. THE FLEX CABLE IS TAKEN v TYP) ': l 1. BEGIN LAYING FLOOR PREPARATION AT THE POW' R BOURSE TRANSITION FITTING. � N I'" � � �` CENTER FLOOR PREPARATION OVER CIRCUIT CHALKING ON FLOOR. INTO THE POWER TOWER AND DOWN THROUGH AN 8" DIAMETER c� ,n w o 2. EDGE TAPING EVERY 6 TO 12 FEET. HOLE (CUT BY CONTRACTOR) IN THE BASEDECK AND PLUGGED v o^ p� Q < / INTO THE PRE-MANUFACTURED WIRING SYSTEM. a U) F V STEP 2 14. TANDY CABINETS SHELVES. <<<re \ 2. MAIN RUN INSTALLATION. 15. CONTRACTOR SHALL DRILL 1" HOLE IN WALL SYSTEM TO ALLOW i A� TOP SHIELD -- _ ' �, \ 1. i'ROCEED TO LAY THE MAIN RUN CABLE, MAINTAINING ALIGNMENT AND EDGE-TAPING ANTENNA WIRE TO PASS THROUGH BASE DECK. �S*rORE NO: 01--3744 553536-6 \ CONTINUOUSLY, BOTH SIDES. (SEE FIGURE 2) FLOOR PREP ---- 2. MAKE NECE:SARY FOLDS BY HAND TO ACCOMPLISH DIRECTIONAL CHANGES. (SEE FIGURE 3) 16. KICK PLATE WITH GUTRIGGER LEGS. .JOB NO: 00017446 i 554123-1 •tip �� 17. BUTT LIGHTS AT CORNER OF CANOPY. STORE TYPE: NE!j 3 CONDUCTOR -� \ \ 18. INSIDE SURFACE OF CANOPY, CONS. TYPE: AS-IS SINGLE DUPLEX DCR PLACEMENT OF HORIZONTAL PLUGMOLD 553947 -3 / POWER WHIP 19. TELEPHONE WIRE. CONTRACTOR SHALL ROUTE FLAT WIRE UP LOCATION: STRIP WITH FLEXIBLE CABLE. 554181-1 THE OUTSIDE FACE OF THE WALL SYSTEM. B 3 CONDUCTOR / DIV. V. PRES: HOME THEATER SIDE OF STORE. POWER CABLE �\, � \ 20. WIRING IN CONDUIT BACK TO CIRCUIT BREAKER PANEL. STEVE P.APPAS -- --- 3-553079-4 �� ESTABLISH DIRECTION [3 OF' 4 FEET], THEN CREASE ARCH. DRAWN D GROUP 2 = 3 LINE-1 PLUGMOLDS 21. TARDY CABINETS POWER TOWER SET ON BASE DECK. TED EVANS 3 LINE-2 PLUGMOLDS <( << r \`' 22. ELECTRICAL "J" BOX TO RECEIVE WIRING AND CONDUIT. .,OR - J UNDERCARPET WIRE - (ARCH. CHECKED BY: WAR GROUP 1 _ 2 LIINE-1 PLUGMOLDSNE-2 NE-2 PLUGMOLDS / �/ �,\I r��<< PREPARATION \` TAPE (TYPI(;AL) 23. PRE-MANUFACTURED JUNCTION BOX. SEE DETAIL 9/E3. ENG. DRAW!l BY: FITTING LOCATION - �/ _>_" \ UPPI,,ITE SIDE OF STORE TOM CHISHOLM R \ CIRCUIT CHALKLINE ---� =�� DIRECTION ENQ CHECKED BY: CROUP 3 = 2 LINE-1 PLUGMOLDS l( \ DI RUIN = 2 LINE-2 PLUGMOLDS C / FIGURE 1 DATE ��-'f GROUP 4 = 2 LINE-1 PLUGMOLDS ASSEMBLY, 5-WIRE / - 2 LINE-2 PLUGMOLDS POWER ENTRY CABLE UNDER CARPET WIRE ---''- PLUGMOLD NOTE pEyHgp�Jg; \\ ` /��- TAPE CONTINUOUS THE CONTRACTOR SHALL INSTALL 10 PLI.JGMC" D STRIPS ON THE NOTES <T f ( \ -� HOME THEATER SIDE AND THE REMAINING 8 PLUGMOLD STRIPS SPOOL OF rJOTE 1 ILLUSTRATION POWER STRIP 1. DISTANCE TO NEXT J-BOX IS 96". << 1! UNDERCARPET WIRE ON THE SPRINT SIDE OF THE STORE. IF THF1E IS A LOCATION IN THE \�\ _\ /�� STORE THAT REQUIRES POWER BUT IS NOT ACCESSIBLE BY A POWER m 0 O © I] © F3 ©� 2. 5-WIRE IIJNERGY SYSTEM CONSISTS OF 3 `\� // TOWER THEN THE CONTRACTOR SHALL RUN THE FLEX CABLE OF THE CIRCUITS, 1 NEUTRAL, AND 1 STANDARD PLUGMOLD STRIP DGA'N BEHIND THE SHELVES AND PLUG INTO THE GROUP 1 GROUP 2 GROUND. THE NEUTRAL IS A #10 AWG TO \�� MANUFACTURED WIRING SYSTEM BELOW THE BASEDECK. THE --- - ACCOMi4 . WIRING LEGEND 0DATE HARMONIC CURRENTSFIGURE 3 CONTRACTOR SHALL N01CH THE BACK OF THE SHELVES AND - CIRCUIT CHALKLINE THE BASEDECK BOARDS (IF NEEDED). i6 -- -� - 3. 9 LINE 1 AND 9 LINE 2 POWER STRIPS G - STANDARD GROUND <� x ARE INCLUDED TO BALANCE AS REQUIRED N SHARED NEUTRAL (10 AWG) 5-WIRE POWER ENTRY JUMPER •-5-WIRE JUNCTION 102" CABLE BETWEEN THE 4 GROUPS TO OBTAIN THE 1 -- CIRCUIT 1 3 CIRCUITS TO ---- ASSEMBLY (TYPICAL) BOX (!YPICAL) (TYPICAL) PROPER LOAD BALANCING. LINE 3 IS USED 2 CIRCUIT 2� EVENLY DISTRIEl1TE FIGURE 2 FOR UNDERCARPET POWER AS REQUIRED. S CIRCUIT 3 RECEPTACLES/STRIPS) GROUP$ 3 AND 4ARE THE `TAME AS GROUPS 1 AND 2. / BASEDECK DETAIL _ � 9 POWER CABLE DIRECTION CHANCE DETAIL 10 UNDERCARPET _ SCALE: rJ.r.;. E3 SCALE: N.T.S. E3 i I 3 Pacific Hwv, 11705 BUP1999-00261, MEC1999 00274 15 of 15 N0. 13 OF 15 PROTOTYPE VER. 1.0 3101 99 NOTICE: IF T III III III III III III I I III III ' llllllIl III ! II III III III III 11111111111 III ill III III Ill 111 1 I III III III III 111 ' 111 III I IIIA III III III III � III III � 111 III IIIIIIIII I /� HE P?!NT OR TYPE ON ANY ;Uo IMAGE IS NOT AS CLL_AR AS THIS NOTIOE, 1011 ITIS DUE TO THE QUALITY OF THE: ORIGINAL DOCUMENT f; 8Z 8Z LZ 9Z S>I'L 6�Z EL � t>l, loll Z 8T 8t Gf 911T 9i 6t Et Zi tt ti 8LIll, llilillll Illllllllf IIIIIIIII!IIIlilllllll llil�l►fill►illllll I►,II I IIIIIIII��iI-1�i»> ►►IIS►1►�i�l��i�►II►►►II�L�i�.� �L►1 ��>11 �I 11►�lllll► �Il �� i 11Ill,�llllllll I �� I�IIII IIIIIIIIIIIIII� ,Illllllll.11lll � 11111IIILIIIII IIIIIIIIIII