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HomeMy WebLinkAbout10150909.pdfd 0 N 0 LO a N c+ 0 ti 0 7 rn ul i i t~!3 r7 0 �r a to to c> 0 i to 0 0 I_ 0 z ID Ez 1 SECTION NUMBER A2 SHEET REFERENCE SECTION WALL TYPE - REF. 4/A6 WALL TYPE 1 ELEVATION NUMBER A2 SHEET REFERENCE ELEVATION 1 DETAIL NUMBER A2 SHEET REFERENCE DETAIL G—DOOR NUMBER (REFER TO DOOR SCHEDULE) DOOR NO. MATCH LINE �. A- MARK DISPLAY ROOM NAME (REFER TO WINDOW SCHEDULE) 11'-O" CLG HT —CEILING HEIGHT WINDOW MARK ROOM LABEL 101.21, _— ELEVATION FROM 0—COL. GRID LINE MARK FINISHED FLOOR COLUMN REFERENCE DATUM C2CLOUD AROUND REVISION REVISION NUMBER REVISION L_ .J NOTE NUMBER (REFER TO GENERAL OR SPECIFIC NOTES) DRAWING NOTE BY SYMBOL 'f A!l It i AB ANCHOR BOLT FD FLOOR DRAIN ACOUS ACOUSTICAL FIN FINISH A/C AIR CONDITIONING FOC FACE OF CONCRETE AFF ABOVE FINISH FLOOR FOM FACE OF MASONRY ALUM ALUMINUM FOS FACE OF STUD ANOD ANODIZED FPC FIRE PROTECTION APPROX APPROXIMATELY CONTRACTOR., AT ALUMINUM THRESHOLD GA GAUGE BM BEAM GC GENERAL CONTRACTOR BLDG BUILDING GI GALVANIZED IRON BLK BLACK GPM GALLONS PER MINUTE BLKG BLOCKING GYP GYPSUM BOTT BOTTOM HB HOSE BIB CEM CEMENT HC HANDICAP CI CAST IRON HCD HOLLOW CORE DOOR CIT CAST IRON THRESHOLD HDWR HARDWARE (� or CL CENTER LINE HMD HOLLOW METAL DOOR CLG CEILING HORN HORIZONTAL CO CLEAN OUT HTG HEATING COL COLUMN HT HEIGHT CMU CONCRETE MASONRY UNIT ID INSIDE DIAMETER CONC CONCRETE INSUL INSULATION CTF CUT TO FIT INT INTERIOR CONT CONTINUOUS INV INVERT DET DETAIL LAV LAVATORY DF DRINKING FOUNTAIN LAM LAMINATED DIM DIMENSION LH LEVER HANDLE DL DEAD LOAD LL LANDLORD, DTL DETAIL MAX MAXIMUM DWG DRAWING MDF MEDIUM DENSITY EA EACH FIBERBOARD ELEC ELECTRICAL MECH MECHANICAL ELEV ELEVATION MFG MANUFACTURER EP ELECTRICAL PANEL MGR MANAGER EWC ELECTRIC WATER COOLER MIN MINIMUM EX EXISTING MISC MISCELLANEOUS EXH EXHAUST MO MASONRY OPENING EXP EXPOSED 0—MARK (REFER TO ROOM FINISH SCHEDULE) ROOM FINISH MARK V ELEC. NOTE NUMBER (REFER TO ELECTRICAL SCHEDULE) ELECTRICAL NOTE CLG NOTEi --^- NOTE NUMBER (REFER TO CEILING NOTES) CEILING NOTE MT METAL THRESHOLD MTD MOUNTED MTL METAL N/A NOT APPLICABLE NIC NOT IN CONTRACT NTS NOT TO SCALE- OA OVERALL OC ON CENTER OD OUTSIDE DIAMETER OPH OPPOSITE HAND OPNG OPENING P or PL PROPERTY LINE RA RETURN AIR REINF REINFORCED RO ROUGH OPENING SA SUPPLY AIR SCD SOLID CORE DOOR SCHED SCHEDULE SHT SHEET SIM SIMILAR SP SECURITY PANEL SPEC SPECIFICATION STL STEEL STRUCT STRUCTURAL TEL TELEPHONE TEMP TEMPERED TEN TENANT TGC TENANT'S GENERAL CONTRACTOR THK THICKNESS TYP TYPICAL VERT VERTICAL WAINS WAINSCOT WC WATER CLOSET W/ WITH ,Amok, ummm& STOIRt: #0 0lww3579 aiiiiii RIVERVIEW MARK=TPLACE ff OL 0 mtwv 3760. Wa MCFADDE!'N AV=, SANTA ANA, CA.`, IF— VA PRODUCT RATRM ON INTERIOR F MSS MATERIAL MANUFACTURER FLAME SPREAD SMOKE DENSITY PPG INDUSTRIES INTERIOR PAINT CLASS A 0 SHERWIN WILLIAMS DECORATIVE CEILING DIMPLE SHELFIELD PLASTIC, INC. (VIVAK) ASTM D--635 - BURN RATE .32 30 DISPLAY FIXTURE INSERT E & E DISPLAY GROUP CLASS A 15 LAY --IN CEILING USG CLASS A or 1 50 CARPET HEUGA USA CLASS 11 LESS THAN 450 DURATEXT WALL PANELS FIBERSTONE CLASS A or 1 0 VINYL COMPOSITION AZROCK CLASS I LESS THAN 450 TILE POLOMYX PAINT POLOMYX CLASS A or ! 0 HALLWAY WAINSCOT MARLITE CLASS A or I LESS THAN 450 . ., UY PLAN T TO SCALE) go 19 r .�^ " 1A mw ` �N O? S L EL j : , ; .. - rten r WOrk 1-1 "tt g Ct 1, THESE DRAWINGS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF RADIOSHACK DESIGN & STORE PLANNING AND ARE NOT TO BE USED IN WHOLE OR IN PART WITHOUT THEIR EXPRESSED WRITTEN PERMISSION. 2. DO NOT SCALE THESE DRAWINGS FOR BIDDING OR CONSTRUCTION PURPOSES. 3, THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND REPORT ANY DIFFERENCES TO RADIOSHACK DESIGN AND STORE PLANNING PRIOR TO INSTALLATION & ADJUSTMENT OF THE WALL. SYSTEM. 4. VERIFY ALL DIMENSIONS, CONDITIONS, AND GRADES AT JOB SITE. NOTIFY ARCHITECT & OWNER OF ANY DISCREPANCIES. DO NOT PROCEED UNTIL CLARIFICATION IS PROVIDED, 5. RADIOSHACK SHALL REUSE THE EXISTING SPRINKLER SYSTEM. CONTRACTOR SHALL MAKE ADJUSTMENTS AS REQUIRED. THE GENERAL CONTRACTOR SHALL SUBMIT PROPER SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR FIRE DEPARTMENT APPROVAL PRIOR TO INITIATING ANY ALTERATIONS, AND OBTAIN ALL APPROPRIATE LOCAL, STATE AND FEDERAL PERMITS. SUBMITTALS TO BUILDING DEPARTMENT SHALL INCLUDE DESIGN FOR ALL MAINS, SUB PIPES, AND HEADS IN PLAN VIEW SHOWING THE BUILDING STRUCTURAL MEMBERS AND ALL POINTS OF HANGER ATTACHMENTS FOR A COMPLETE INSTALLATION. ALL SPRINKLER LINES SHALL BE ABOVE CEILING, 6. THE FPC (SPRINKLER) IS RESPONSIBLE FOR CONSTRUCTION AND / OR MODIFICATION OF SPRINKLER SYSTEM. FPC SHALL BE RESPONSIBLE FOR PREPARING REQUIRED SHOP DRAWINGS AND SUBMITTING TO GOVERNING AUTHORITY AND LANDLORD FOR APPROVAL PRIOR TO THE MODIFICATION OR FABRICATION OF THE SPRINKLER SYSTEM A RESPONSIBLE ENGINEER'S WET INK STAMP AND SIGNATURE APPROVING THE SYSTEMS SUPPORT LOCATIONS SHALL BE ON ALL DOCUMENTS SUBMITTED UPON APPROVAL AND BEFORE INSTALLATION, FPC SHALL FORWARD ONE (1) REPRODUCIBLE SEPIA OF THE APPROVED DRAWINGS TO RADIOSHACK DESIGN & STORE PLANNING FOR RECORD. SEE SCHEDULE OF RESPONSIBILITIES ON SHEET ME1. 7. THE GENERAL CONTRACTOR SHALL PROVIDE EACH SUB -CONTRACTOR WITH A FULL SET OF THESE DRAWINGS AS NEEDED. 8. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ITEMS SHOWN ON THESE PLANS UNLESS OTHERWISE NOTED. 9. STORAGE, DISPENSING, OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE GASSES, AND HAZARDOUS CHEMICALS SHALL COMPLY WITH UNIFORM EIRE C REQUIREMENTS. PER ;IT PE ��,.t� E�EC� L e,_.. ML. PAP© E N A. V H. 2 EXISTING i PAVEMENT ao SYMBOL m %0 EXISTING PAVEMENT SYMBOL PAVEMENT MARKING I1 ACCESSWLJTY NOTES 1. I AM THE DESIGNER IN RESPONSIBLE CHARGE OF THIS TENANT IMPROVEMENT PROJECT. I H EVALUATED THE SITE/PREMISES AND DETERMINED THAT EXISTING CONDITIONS A E ! `COMPLIANCE WITH CURRENT SITE ACCESSIBILITY REQUIREMENTS TO THE EXTE T UIRED BY LAW. .�+ 61 SIGNATURE: PRINT NAME: InN1�{�•✓ DATE: 2. 1 AM THE DE G ER IN RESPONSIBLE CHARGE OF THIS TENANT IMPROVEMENT PROJECT. 1 H E EVALUATED THE PREMISES AND DETERMINED THAT THE EXISTING RESTROOM SE A G THE AREA OF ALTERATIO !S ACCESSIBLE ACCORDING T CURRENT RE I NTS. DATE: SIGNATURE: PRINT NAME: _��.� 3. IF THE BUILDING IN PECTOR DETERMINES NONCOMP IANCE WITH ANY ACCESSIBILITY PROVISIONS IN THE AREA AFFECTED BY THE TENANT IMPROVEMENT, HE/SHE SHALL REQUIRE COMPLETE, DETAILED PLANS, CLEARLY SHOWING ALL EXISTING NON -COMPLYING CONDITIONS AND THE PROPOSED MODIFICATIONS TO MEET CURRENT ACCESSIBILITY PROVISIONS (INCLUDING FLOOR PLAN, DETAILS, ETC.) THE PLANS MUST BE STAMPED BY THE FIELD INSPECTOR & RESUBMITTED TO THE BUILDING DEVELOPMENT REVIEW DECISION. SCOPE OF WOW `0 EXISTING COLUMN WORK UNDER THIS PROJECT IS TENANT ALTERATION/FIT-UP. SEE SHEET A2 & ME1 FOR o ACCESSIBILITY DETAILED SCHEDULE OF CONSTRUCTION RESPONSIBILITIES, I SIGN EXISTING CURB ; RAMP WITH THE FOLLOWING SYSTEMS/CONDITIONS ARE PROVIDED BY THE LANDLORD UNDER SEPARATE UILDING GROOVING PERMIT ACTION AND ARE CONSIDERED EXISTING FOR THE PURPOSE OF THIS PROJECT, FACE DEMISING WALLS - NO RADIOSHACK WORK/CHANGES STOREFRONT -- NO RADIOSHACK WORK/CHANGES CEILING SYSTEM & LIGHTS - RADIOSHACK MODIFICATION MECHANICAL SYSTEM NO RADIOSHACK WORK/CHANGES PLUMBING SYSTEM - NO RADIOSHACK WORK/CHANGES SPRINKLER SYSTEM -- RADIOSHACK MODIFICATION NO. BUILDING STRUCTURAL WORK IS TO BE PERFORMED UNDER THIS PERMIT. !►1AT1/'*C TA !'"At►i"!"QAPL'Tf1Q �. °` "' �� ���.�` CA .arc�.aE 'R ARCHITECTURAL CVR COVER SHEET ADA1 ADA DETAILS A2 SPECIFICATIONS & RESPONSIBILITY SCHEDULE A3 FLOOR PLAN A4 INTERIOR ELEVATIONS A5 ARCHITECTURAL DETAILS 1 A6 ARCHITECTURAL DETAILS A7 WALL SYSTEM DETAILS FL1 FIXTURE LAYOUT & MERCHANDISIN P� N G1 ,r REFLECTED CLG PLAN & CLG GRAprrr LAYOUT ^' ELECTRICAL / MECHANICAL^ 3 y s I AIN ML1 ELL I INItaIAL & MLCNANI AL IC :. NSw : s .. , w ; . u .. .Jt El., ELECTRICAL POWER PLAN I �I a _ C ,"-.�� .. . , E2 REFLECTED CEILING & LIGHTING PLAN...,, CO I� ` s s mKK E3 ELECTRICAL DETAILS & SECTIONS „m . T24 CALIFORNIA TITLE 24 ?_ 0{,>; 2!(—I ` E CE f pE � � a V 1 a:' r � h} �....✓�€ ..� err 'a 'h.w - J' .. <' � r. 3 ... b .K i UttlUt IKAININti: V : c)QVAKt tttl - 10 V Vtut'L.t TOTAL OCCUPANT LOAD: 76 PEOPLE 2 V ft,fit s4^ a i' i me Lli U. s■� 00 vm cc J ti (0 co ac wX v- 00 ~ 0Icy m» 0 0 V. 0 co o ccv CL N rn w a. z 13 t- L 0, v 3 r UJ Q > Cr W ct' C7 � CL' t`rn C3 `TORE NO: 01-3579 'ROJ. NO: 29591 STORE= TYPE: RELO }NS" TYPE: SLW LocACloiv:STRIP ARCH. DRAWN BY: SS AG R MLS ARCH. CHECKED BY: CLAUDE DUSING ENG. DRAB L QOQ RD FEN-G. CHECKED BY: CLAUDE DUSING �TE ._AUGUST 10, 2005 REVISIONS: A0LANDLORD � 2 -200COMMENTS D //C��VR,A3,A5,A6,FL1,G1,E1,E2 f L 1 09 2005TS FORD CVR,A3,A5,FL1,T24 E NOTE: DOOR TO BE EQUIPPED PUSH H.C. ACCESSIBLE ENTRY PEEP HOLE NOTEPULL SID 18 SIGN, SEE $/ADA1. WITH CLOSER AND LATCH �> " ACCESSIBLE ENTRY SIGN, PROVIDE AND PERMANENTLY DOOR WIDTH + 12 „ 8 " THESE DIAGRAMS ILLUSTRATE SPECIFIC ADA COMPLIANT REQUIREMENTS &� f 54" MIN. FOR DOOR WITH 3 Tfl "Q f AFFIX pECAL MIN. 6 x 6 . DIMENSIONAL ACCESSIBILITY AND ARE INTENDED A5 GUIDANCE FOR DESIGN " 48 MIN. CLOSER AND LATCH { �-� AND CONSTRUCTION. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR - _ ._ E - ` - - - -I INTERIOR ADHERENCE TO ALL FEDERAL, STATE & LOCAL ADA REQUIREMENTS. DIRECTION F I 1 { WHERE ADJACENT` - �� f ! z { CONSTRUCTION OR A . WALL OR TRAVEL I I DIRECTION OF 2 { WALL OCCURS X I I ,�.....,I,RAVEL « 1 36" MIN. 2" \ ` -) x RESTRICTION { ! PUSH SIDE c� 13 ADDRESS NUMBERS PER LOCAL, PUBLIC - 4n AGENCY REQUIREMENTS. FF MINIMUM 10" HIGH SMOOTH SURFACE AT DOOR BOTTOM EITHER \ NOTE: DOOR TO BE EQUIPPED WITH NOTE: X = 36" MIN. IF Y = 60": X = I_ 10" BOTTOM ATTACHED PANEL OR BOTTOM RAIL. 42" MIN. IF Y = 54" CLOSER AND LATCH PULL SIDE I " 2 RAIL/KICK PLATE OMMQ - HINGE SIDE APPROACH I 24t MIN, CLEAR EXTERIOR oa OPERABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL SINGLE DOOR 1$ MIN. CLEAR INTERIOR KNOWLEDGE OR EFFORT, OPENABLE BY SINGLE EFFORT I H.C. ACCESSIBLE PEEP HOLE t° { I NOTE: DOOR TO BE " ENTRY SIGN. SEE LEVER -TYPE DEVICE (NOT REQUIRING GRASPING). EQUIPPED WITH CLOSER 18 18" " ACCESSIBLE ENTRY SIGN, PROVIDE AND PERMANENTLY j N PULL SIDE PUSH SIDE - - - - - - - AND LATCH EXTERIOR 8 jADA1. � MOUNTED 36" TO 42". 18 AFFIX DECAL MIN. 6" x 6". � "'"' � 54" MIN. MAXIMUM $.5 LBS, EFFORT TO OPERATE EXTERIOR DOOR, 5 24" MIN. 24" MIN. LBS. FOR INTERIOR. " „ �, \ WHERE DOOR CLOSURES ARE PROVIDED, THE SWEEP PERIOD OF THE *3'-0" x ? -0 x 1 3/4 SOLID CORE WOOD OR j�, I- - - - - - - I F - - - - - - -1 CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF HOLLOW METAL DOOR qt TYPICAL ACCESSIBLE DOOR * � 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE HARDWARE PER SPECIFICATIONS. { I { VESTIBULE PLAN TO A POINT 3" FROM THE LATCH, MEASURED TO THE LEADING EDGE *ALL REAR DOORS SHALL BE MIN. 45 MIN, FIRE RATED �„ cii DIRECTION OF OF THE DOOR. DOORS. C" t TRAVEL I I t I I ADDRESS NUMBERS PER LOCAL, PUBLICul),.. Nt I I f NOTE: EXTERIOR EXIT DOORS SHALL HAVE A SIGN ON OR „ � � AGENCY REQUIREMENTS. I f I 1 • CLEAR SPACE MUST BE LEVEL TO PREVENT "WHEELCHAIR FROM ROLLING WHEN THE OCCUPANT RELEASES r� \ ADJACENT TO DOOR STATING, 'THIS DOOR TO REMAIN \ THE WHEEL GRIPS TO REACH FOR THE DOOR, 1/4" PER FOOT IS ALLOWED FOR DRAINAGE. " UNLOCKED DURING BUSINESS HOURS: WITH 1" HIGH HARDWARE GENERAL NOTES: LETTERS IN CONTRASTING COLOR WITH BACKGROUND. �dz 1, DOOR HARDWARE TO BE OPERABLE WITH SINGLE 2. WHERE DOORS OPEN ONTO, BUT NOT INTO A CORRIDOR, THE REQUIRED LEVEL AREA BEYOND THE — EFFORT BY LEVER LOCATED 0 37" A.F.F. DOOR MAY BE A MINIMUM OF 48". 10" BOTTOM PUSH BAR DOUBLE DOOR RAIL/KICK PLATE 2. HAND --ACTIVATED DOOR OPENING HARDWARE SHALL BE "k+C LATCH SIDE APPROACH CENTERED BETWEEN 30 AND 44" A.F.F. W x OU L D00 ■ � � ju � � SIDE APPROACHES —SWINGING DC�C>R � DOOR CLEARANCES � AD DOOR REQUIREMENTS � SCALE: 1 4"=V—O" ADAl ' , " ADA'1 / SCALE: 1 /4 -1 —0 SCALE: 1 /4 =1 —O Z s . 00 W-10" CLEAR INSIDE , TO LET ROOM FIXTURES SEE ADA1 SHEET FOR ✓�" ( j [c] FDL�! FIXTURE LOCATION 4 O WAINSCOT 3/4" SHELF. iT DESCRIPTION MANUFACTURER MODEL # COMMENTS 92 C� ALL AROUND UNISEX;, W(JMEN,r MEN ,,. 17 18 HC LAVATORY CRANE PIG. 1H- 364-V 21" x 23" WHIT * W TYPE A: U. 1 C RRIER L JOSAM 17100--67 0 ~ 1= .f t USE WHERE ENTRANCE DOORS 4 �"`" r a ,!, GC30SENECK S OUT,* ARE PULL TYPE TO OPEN (TYP) .irr 6O" f _ f ir, 8 � 5 # / I 2 V FAUCETS CHICAGO 5-317F2$05-5C WRIST BLADE OUT � ,� -�> z -� ! PRESSURE J�i5' - 48 s ,� ,� 5 B cOMPENSATINf , 1 /2GPM r��oc 5A f Im i • 7 2" 42" LA WASTE INSU TED * ADA1 I54 ' � I 0�,. �/ b U � x s F ? r 3 f I { i // o LAV TRAP INSU TED * in I TYPE B: 00 op oo � � � ** - - -C �` USE GEOMETRIC SYMBOLS WHERE ENTRANCE DOORS 3,-0„ 4 CLOS TER KOHLER K-3544 .6 CLEAN 6 GAL ON FLUSH _ m---_---- -- 7 1 HIGH BOWL I { M t ARE PUSH TYPE TO OPEN (�"'--`� ���.,,. _ 11 1 ( 4 / J co0 1 ¢ ....._, ____.._....__ DA ...___.. _______,� EN FRONT REMO!QM BRAILLE SIGN ❑ r� 8" 6 �11 WC SEA KOHLER K-4670-C HECK HINGE am 42 MIN. ---GRAB BAR = 1 1 j2"� 1. LOCATION: ON THE WALL ADJACENT TO LATCH SIDE OF DOOR. 1 i 3 12 MAX. ® 33" A.F.F. (TYP. 2 (AT DOUBLE DOORS, ON RIGHT SIDE) �, `° z $" MIN ; `I t 14 >_ ,> i r HOT 5 MIRROR BaBRLGK B-293 18 3O TILT MIRROR _�„ LOCATION) 2. HEIGHT: 6O INCHES ABOVE THE FLOOR. / i*3 csa " '�' Cow MIN I 6 6 TOILET TISSU BaBRIGK 2?460 TWO ROLL 3. RAISED LETTERS: A. 5.8" TO 2" HIGH, RAISED 1 32" `•.•' `�' r~v I ' ^ DISPENSER DISPENSER mc 4'-1" 2)- B. B. SANS SERIF, UPPER CASE. '"-e©x C. NON -GLARE (ADAAG 4.30.4) URFACE MOUNTED NOTE: PLAN ILLUSTRATES SPECIFIC AND COMPLIANT D. CONTRAST (ADDAG 4.30.4): 23" 2'-9"T SHUT OFF 7 PAPER TOWEL BOBRICK B- FOLD PAPER0 REQUIREMENTS AND DIMENSIONS. SEE FLOOR PLAN FOR LIGHT -ON -DARK OR DARK -ON -LIGHT 3 14 VALVE 1'--6" SEE PLANS`1�6,: DISPENSER WELS _ ACTUAL CONFIGURATION SHOULD CONFLICT OCCUR THE FLOOR 4. BRAILLE: GRADE 11, DOTS - 1/10" ON CENTER ON EACH CELL WITH SEE PLANS -10 SEE PLANS SEE PLANS -'`- 649 " go PLAN SHALL GOVERN. 2/10 SPACE BETWEEN CELLS, RAISED 1/40 . SEE PLANS 1-: NONSLIP GRIPPING (SIGNS TO COMPLY WITH 1117B.5) NOTE: FOR SINGLE TOILET: USE UNISEX SIGNS. ELEVATIONS SHOW MINIMUM CLEAR DIMENSION FROM FINISHED SURFACES. MOUNTED 1--4" FROM TYPICAL ADA TOILET PLAN �' TOILET ELEVATIONS & SIGNS FOR TWO TOILETS. USE BOTH SIGNS. SEE SHEET A3 FOR ACTUAL LOCATION OF FIXTURES, OVER SHELF, AND EQUIPMENT. 8 GRAB BARS BRICK THE WALL 1/4" = 1'-O" ADA'I SCALE: 3/8"==1'-O" ADA'I x42' 1--�" NONSLIP GRIPPING 24 9 GRAB BARS Bab 1CK ART MO WALL 1-4" FROM (� j 1 1/4- TO 1 1 /2"j 810 �Y 60" MIN. 1 1 2" 1-5 8"p LANDING _T / M1N, / 10 MOP SINK E.L. MUS E ILATUB IF SHOWN ON PLAN SONS, INC. ODEL 14 ONLY. 2" MIN./4" MAX. VISUAL WARNING STRIPS SHALL BE 2" �12" TW 11 MOP SINK E.L. M TE & UTILATUB IF SHOWN ON PLAN' MIN. WIDTH AND INSTALLED 1" MAX, FROM MIN. #1833 DRINKING FOUNTAIN BAR FAUCET SONS C. 93.600 ONLY. 1" MAX. BY TSM TUBULAR SPECIALTIES � TREADS OFONTEROROSTAIRS AND ON ALL iINC)AX. 2" TO WALL TREADS OF EXTERIOR STAIRS. MFG, NC MOP SINK IF SHOWN ON PLAN ry t`.I s � � 12 TRAP G NA ONLY. �' w STRINGER OR 36" MIN. 13 HC DRINKING Y EZSTL8C IF SHOWN ON PLAN U STAIR EDGE 60" MIN. ¢ BETWEEN - ' FOUNTAIN ONLY, EACH SIDE (TYP.)ROM LANDING HANDRAILS �t WATER POINT -OF -USE ¢ as C� � ORiNflfJfi f APPROACH IF THE DEPTH OF THE BARS &/OR ALCOVE 14 HEATER EMAX SP3208 IN -LINE HEATER zz TW TREAD WIDTH 1 " 5�p $� 4'-2" MIN. EXCEEDS 24" THEN YOU WILL NEED MIN OF 208v 2-POLE o NOTE: NO OBJECT �� F1``36" CLEARANCE FOR FRONT APPROACH. SWING -UP B- 998.99 IF SHOWN ON PLAN * i 1 g 5 g 15 GRAB BAR BOB ICK W ART ONLY FOR 'l CLOSER THAN 1 T 2" =. 3" MAX, , /LLJ j / r - - - - - - -. 257 CaNNECTlCLIT � � � 5 TO GRAB BAR TYP. x B490. 9x18 IF SHOWN ON PLAN z �¢ ( } ¢ j I ANYTHING MOUNTED ON A WALL ABOVE 27 � <E CAN NOT PROTRUDE INTO THE HALL, 16 t� I j " „ 15" MIN. CORRIDOR, AISLE, PASSAGEWAY MORE THAN GRAB BAR B BRICK W/ PAT ONLY FOR '�' t, t - ,rt ¢ fl _ 1 1/4 TO 1 1/2 r� " I L " 2571 MINNESOTA I-- W ¢ - Q� 1 1/2" U 20 MAX. { { 4 WITHOUT PROTECTION (BARS). z 60" MI � � � f � I z 3/4" SHELF GRADE PLYWOOD SHELF W 3 "xi 1/2" CONT. EDGING � CWj ci � ir, U " LA ! I W 1-1/4- w , i GRAB BAR I 17 HARDWOOD EDGIN . HEAVYDUTY SHED BRA KEY$ Q 24" O.C. / TO o o I { ANCHOR TO STUB . 1 M1 2 11 " TREAD NOTE: HANDRAILS NOT 1-1 /2" I � MIN. WIDTH SHOWN FOR CLARITY. NOMDIAMETER �-' + AL O o z $ 18 SEE SHEET A3 FOR ACTUAL LOCATION STORE NO: 01-3579 MARKING NOTE: r` � � cv oo '� � " � � � x STAIR SIDE SECTION � (TYP.) �- -�,, � � � � � 19 TOILET PARTITIO S TO BE FLOOR ANCHORED BAKED MEL BY MILLS PROD. NO: 00036084 1. PAINTED COLOR CONTRASTING MARKING W/SLIP RESISTANT FINISH MATERIAL, (TYP.) I I � i. C HI-LO ADA ul PARTITIONS SE IES 500 COMPLETE W/ ALL HARDWARE ND MEETING STORE TYPE: RELO 2. STRIP FINISH MARTIAL TO BE SLIP RESISTANT AS THE MATERIAL OF THE STAIR TREADS FLOOR { { � M cv N " COMPLIANT as : ACCESSIBLtTY EQU#R£M£NfiS 11158.7. MEDIUM GRAY C R. BOORS - a� DRINKING FOUNTAIN FIN. FIR. ` - - - - SHALL BE S F CLOSING. ,5 RESISTANT. MOUNT / r� x CONS. TYPE: SLW 3. WHERE CARPET OR ANY OTHER FINISH MATERIAL OTHER THAN STEEL OR CONCRETE OCCURS 60" MN. USE 2' WIDE CONTRASTING COLOR OF THE SAME MATERIAL. 6„ c° m 20 URINAL KOHLER K-5016-ET RIM 17 AFF ** LOCATION; STRIP ' LANDING TYPICAL HANDRAILS * 16" 16>' 4. EXTERIOR STAIRS —ALL TREADS ARE TO HAVE WARNING STRIPES * NOTE: INS LATED MATERIAL TO BE MODEL # X-4333 BY PL BEREX ADA REQUIREMENT 28CFR CH 1.4.15 (7-1-99 EDITION) (1-800-47 -8629) OR LAV-GUARD UNDER SINK PROTECTIVE CO ERS BY ARCH. DRAWN BY; STAIR AND HANDRAIL DETAILS ' D INKING FOUNTAIN MANEUVERING CLEARANCES 7 TRUEBRO, C. ALL COVERS TO BE WHITE, ssjAc/TR%MLS� ** WATE CLOSET, URINAL FLUSH VALVE CONTROLS & FAUCET AND ARCH, CHECKED BY: SCALE: 1 /2"-1 O" ADD ADA1 OPERAT G MECHANISM CONTROLS SHALL BE OPEtABLE WITH ONE H D. CLAUDE DURING SCALE: NTS. PINCHING, OR TWISTING OF TH ENG. DRAWN BY: 6" � SHALL OT REQUIRE TIGHT GRASPING, " WRIST AND SHALL NOT BE MOUNTED NO MORE THAN 44" AFF, MAX ABEL GODDARD 6 ACTIV ION FORCE SHALL NOT EXCEED 5L.BF. ENG. CHECKED BY: a a 1/4" MAX. *** ONTROLS FOR WATER CLOSET FLUSH VALVE SHALL BE MOUNTED 0 CLAUD£ DUSlNG m' � Q F F� I C E LIGHT SWITCH, 8" MAX � ,% WI D SIDE OF TOILET AREA. THERMOSTAT ETC. ���'� *** DATEAUGUST 10, 200 i • .' e'. � � :'= ;►° FIRE ALARM , \\ LEVEL CHANGES NEW: WATER CLOSETS (AND ASSOCIATED FLUSHOMETER VALVES, IF ANY), a _ _ _ S ALL USE NO MORE THAN 1.6 GALLONS PER FLUSH AND SHALL MEET REVISIONS' CL \ P RFORMANCE STANDARDS ESTABLISHED BY THE AMERICAN NATIONAL STANDAR S ca LETTERS & NUMBERS ON SIGN SHALL HAVE z x - \ STITUTE STANDARD Al12.19.2. A WIDTH TO HEIGHT RATIO OF BETWEEN 3:5 w M j � _ ,z & 1;1 AND ASTROKE -WIDTH TO HEIGHT co .-. ¢ RATION BETWEEN 1:5 & 1:10. LETTERS AND p w NUMBERS SHALL BE RAISED 1 32", UPPER / / >1 Lt�jTFR[�gT�NAI_SYMBOL OF CASE, / l!1 ,..� SAN SERIF OR SIMPLE SERIF TYPE o t� •.• cn � �� //ii pErocIl ACCE,�SIBIL#TY AND SHALL BE ACCOMPANIED WITH GRADE 2 ':% ! \ I r, l7RAd'>;R 3 BRAILLE, RAISED CHARACTERS SHALL BE AT �1 2 777V (1117,B5.1) WHITE FIGURE " " \ \ 1!/! / ON BLUE BACK GROUND. LEAST 5/$ HIGH, BUT NO HIGHER THAN 2 . ✓ �1 " CONVENIENCE OUTLETS, fi NQM 1 2 MAX. 1/4- MAX. BLUE EQUAL TO15090 N DATA, TEL., ETC. 1. 1 j2" MAX. TOTAL HEIGHT WITH 1/4- THRESHOLDS M FEDERAL STANDARD 595B. MAX. VERTICAL CHANGE AT EDGE. ao NOTE: ALL CONTROLS AND OPERATING i. CLEAR FLOOR SPACE SHALL BE PROVIDED .... OVAL GROMMET o (TO MATCH 2. 1 2 SLOPED BEVEL REQUIRED IF cn MECHANISMS IN ACCESSIBLE SPACES ALONG TO ALLOW FORWARD OR PARALLEL CENTER CABINET „ o ACCESSIBLE ROUTES AND AS PART OF APPROACH. $ SEE DETAIL) LEVEL CHANGE IS OVER 1/4 { 11 .may o ACCESSIBLE ELEMENTS ,SHALL COMPLY x `'' VERTICAL LEVEL CHANGE. COMPRESSED CARPET 1/4" MAX. BELOW i ma`s v WITH THE FOLLOWING. 2. CONTROLS AND OPERATING MECHANISMS SHALL BE THRESHOLD NOTES- 2. SHEET ANCHOR PLATES ARE 12 GUAGE STEEL AND 3 WIDE. OPERABLE WITH ONE HAND AND SHALL NOT cv z z 3. 1/4" MAX. VERTICAL LEVEL CHANGE. THRESHOLD LENGTH VARIES. FURNISHED WITH STAINLESS STEEL REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING FIN. FLR. MACHINE SCREWS TO ACCOMMODATE WALL FINISHES TO 1 Q OF THE WRIST. " 1/2" MAX. 1/2" THICK. ANCHOR PLATES SECURED TO STUDS BY 3, THE FORGE REQUIRED TO ACTIVATE CONTROLS PILE HEIGHT WELDING, WIRING OR SELF THREADING SCREWS. o SHALL BE NO GREATER THAN 5 LBF. TRANSITION BETWEEN FLOOR FINISHES �i ADA SIGN REQUIREMENTS � HANDICAPS SALES COUNTER � CHANGE IN LEVEL & THRESHOLD REOU REMENT 10 GRAB BAR BRACING DETAIL ff SCALE: NTS ADA1 SCALE: 1 2"=V-O" ADA1 »- t NO. 7. OF 15' / SCALE: 1 j4 -1 ' -O' ADA1 SCALE; NTS ADA1 MASTER DOC. REV. 10 1 01 1 a 6 �o 3 0 a sca ado 0 it 4) 0 m b 4) 0 a 3N rl r rn 3. m .r M I 0 m tn 0 0 i w I 0 a z SPECIFICATIONS WHERE CALLED FOR ON PLANS DIVISION 1 - GENERAL. REQUIREMENTS SECTION 01010 -- GENERAL. REQUIREMENTS fflAffvT_ LilIl 1.1.1 THE CONTRACTOR SHALL PROVIDE EACH ITEM INDICATED OR MENTIONED OF THE QUALITY AND SUBJECT TO THE QUALIFICATIONS NOTED ON THESE DOCUMENTS. PROVIDE ALL LABOR, EQUIPMENT, SERVICES AND INCIDENTALS. 1.2 JOB CONDITION 1.2.1 THE CONTRACTOR AND HIS VARIOUS SUB -CONTRACTORS SHALL VISIT THE SITE AND VERIFY FOR THEMSELVES EXISTING CONDITIONS AND THE NATURE AND EXTENT OF WORK TO BE DONE. 1.2.2 LOCATION OF UTILITIES AND STUB -UPS SHOWN ON THE DRAWINGS ARE BASED UPON THE BEST INFORMATION AVAILABLE AND ARE BELIEVED TO BE CORRECT. THE CONTRACTOR AND HIS VARIOUS SUB -CONTRACTORS ARE ADVISED TO VERIFY FOR THEMSELVES THE EXACT LOCATION(S) AND, IF FOUND TO BE SUBSTANTIALLY DIFFERENT FROM THAT SHOWN OR NON-EXISTENT, SHALL NOTIFY THE ARCHITECT IMMEDIATELY. ESPECIALLY PRIOR TO THE BID. ice; 1.3.1 IN CASE OF DISCREPANCIES BETWEEN THE DRAWINGS AND SPECIFICATIONS, THE BETTER QUALITY AND GREATER QUANTITY SHALL BE FURNISHED. 1.3.2 LARGER DETAILS TAKE PRECEDENCE OVER SMALLER DRAWINGS ETC. 1.4 CODES 1.4.1 ALL WORK SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF LOCAL CODES AND ANY OTHER STATE AND NATIONAL CODES HAVING JURISDICTION. CO DE ODE REQUIREMENTS SHALL SUPERSEDE DRAWINGS AND SPECIFICATIONS. 1.5.1 THE CONTRACTOR SHALL TAKE OVER AND ASSUME RESPONSIBILITY FOR THE PREMISES AND SHALL PROVIDE AND MAINTAIN ALL PROTECTIONS REQUIRED BY THE GOVERNING LAWS, REGULATIONS, AND ORDINANCES. THE CONTRACTOR AND HIS VARIOUS SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR ANY LOSS OR DAMAGE CAUSED BY HIS/THEIR WORKMEN TO THE PROPERTY, WORK OR MATERIALS INSTALLED, AND SHALL MAKE GOOD ANY LOSS, DAMAGE OR INJURY WITHOUT ADDITIONAL COST TO THE LANDLORD AND/OR TENANT. 1.6 TEMPORARY .FACILITIES. CONTROLS AND TENANT 1.6.1 TEMPORARY BARRICADES: THE CONTRACTOR SHALL ERECT TEMPORARY ENCLOSURES OVER OPENINGS WHEN SUCH ACTION IS NECESSARY FOR PROPER INSTALLATION OR PROTECTION OF ANY PORTION OF THE WORK. COST FOR SUCH BARRICADES SHALL BE PAID FOR BY THE CONTRACTOR BY CHANGE ORDER. 1.6.2 TEMPORARY TRASH STORAGE AND REMOVAL: THE CONTRACTOR SHALL MAKE PROVISIONS AND COORDINATE WITH THE LANDLORD'S PROJECT MANAGER TO PROVIDE ARRANGEMENTS FOR THE STORAGE AND REMOVAL OF CONSTRUCT#ON DEBRIS AND SHALL PAY ALL C05TS. 1.6.3 TEMPORARY FIRE PROTECTION: THE CONTRACTOR SHALL PROVIDE AND MAINTAIN FIRE EXTINGUISHERS AND OTHER EQUIPMENT AS NECESSARY FOR PROPER FIRE PROTECTION DURING CONSTRUCTION OF THIS PROJECT. 1.6.4 PROTECTION OF WORK: WORK IN PLACE THAT IS SUBJECT TO INJURY BECAUSE OF OPERATIONS BEING CARRIED ON ADJACENT THERETO SHALL BE COVERED, BOARDED UP, OR SUBSTANTIALLY ENCLOSED WITH ADEQUATE PROTECTION. ALL FORMS OF PROTECTION SHALL BE CONSTRUCTED IN A MANNER SUCH THAT, UPON COMPLETION, THE ENTIRE WORK WILL BE DELIVERED TO THE TENNANT IN PROPER, WHOLE AND UNBLEMISHED CONDITION. 1.6.5 MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY THE MANUFACTURERS, ALL LIKE MATERIALS USED SHALL BE NEW AND FREE FROM DEFECTS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND QUALITY UNLESS OTHERWISE SPECIFIED. D 1.6.6 WORKMANSHIP: ALL WORK UNDER THIS CONTRACT SHALL BE PERFORMED BY COMPETENT WORKMEN, AND EXECUTED IN A NEAT AND WORKMAN -LIKE MANNER. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A MINIMUM OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE FACILITY BY THE TENANT, 1.6.7 THE CONTRACTOR SHALL MAINTAIN THE PREMISES IN A GLEAN AND ORDERLY FASHION, REMOVING ALL TRASH AND RUBBISH FROM THE JOB SITE DAILY AND PLACING IN DUMPSTER(S). ALL CONSTRUCTION DEBRIS SHALL BE CONTAINED W#THIN THE DESIGNATED CONSTRUCTION SITE BOUNDARIES. 1.6.8 REFER RESPONSIBILITIES SCHEDULES THROUGHOUT DRAWINGS FOR ITEMS SPECIFICALLY CALLED OUT TO BE FURNISHED AND/OR FURNISHED/INSTALLED BY TENANT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIPT, PROTECTION, VERIFICATION OF QUANTITIES AND TYPES OF MERCHANDISE RECEIVED BY HIMSELF OR HIS SUBCONTRACTORS. THE CONTRACTOR WILL MAIL WEEKLY, TO THE TENANT'S PROJECT MANAGER, ALL SIGNED RECEIVING DOCUMENTS, FREIGHT CLAIMS, AND MISSING ITEM REPORTS FOR ALL ITEMS FURNISHED BY THE TENANT. DAMAGE CLAIMS AND MISSING ITEMS SHALL BE BE INDICATED ON THE RECEIVING DOCUMENTS WITH A NOTATION INDICATING EXACT ITEMS MISSING OR DAMAGED AND A DESCRIPTION OF THE CIRCUMSTANCES SURROUNDING THE LOSS OR DAMAGE. IN ADDITION TO THE WRITTEN NOTIFICATION OF LOST OR DAMAGED MERCHANDISE, THE PROJECT MANAGER SHALL BE NOTIFIED BY TELEPHONE IMMEDIATELY UPON DISCOVERY OF LOSS OR DAMAGE. THE CONTRACTOR WILL BE CHARGED FOR ANY ITEM THAT IS LOST OR DAMAGED WHEN HE HAS NOT FOLLOWED THE PROCEDURES INDICATED ABOVE. 1.6.9 DELIVERY OF TENANT -FURNISHED ITEMS: THE TENANT'S PROJECT MANAGER WILL PROVIDE TO THE CONTRACTOR HIS DELIVERY SCHEDULE FOR TENANT -FURNISHED ITEMS AT THE BEGINNING OF THE PROJECT. SHOULD THE CONTRACTOR DESIRE DIFFERENT DELIVERY DATES, EVERY EFFORT WILL BE MADE TO ADJUST THE DELIVERY DATES ALTHOUGH THE TENANT CANNOT GUARANTEE THAT THE REQUESTED SCHEDULE CAN BE MET. 1.6.10 CONTRACTOR AGREES TO ACCEPT ALL TENANT -FURNISHED ITEMS AT THE JOB SITE AND UNLOAD AND TRANSPORT THESE ITEMS FROM THE TRUCK BED OF DELIVERY CARRIER TO THE STORE SPACE. MANY TIMES THE TENANT'S PURCHASE ORDER REQUEST TAILGATE DELIVERY ITEMS. ICC CONTRACTOR THEREFORE, MUST ASSUME THAT ALL ITEMS WILL BE DELIVERED TO THE SITE ON A TRUCK BED ONLY, ONCE RECEIVED, THE CONTRACTOR ASSUMES THE RESPONSIBILITY FOR THE ITEM. 1.7 OCCUPATIONAL. SAFETY AND HEALTjj {iCT 1.7.1 THE CONSTRUCTION OF THE PROJECT SHALL COMPLY WITH AND MEET ALL THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, PUBLIC LAW 91-596 91 ST CONGRESS, S. 2193, DECEMBER 23, 1970, INCLUDING ALL AMENDMENTS AND BULLETINS TO AND THROUGH THE TIME OF CONSTRUCTION COMPLETION OF THE PROJECT. 1.7.2 AMMICMS WITH DISABILITIES ACT 1.7.3 THE CONSTRUCTION OF THE PROJECT SHALL COMPLY WITH AND MEET ALL THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT, PUBLIC LAW 101-336 AS OUTLINED IN THE FEDERAL REGISTER, VOLUME 56, NO, 144, EFFECTIVE JULY 26, 1991, INCLUDING ALL AMENDMENTS AND BULLETINS TO AND THROUGH THE TIME OF CONSTRUCTION OF THE PROJECT. 1.8 TEMPORARY UTILI ES 1.8.1 WATER: CONTRACTOR TO PROVIDE AND PAY FOR WATER USED IN CONSTRUCTION. 1.8.2 ELECTRICITY: PROVIDE AND PAY FOR ELECTRICITY USED IN CONSTRUCTION. 1.8.3 TEMPORARY LIGHTING: PROVIDE, PAY FOR AND MAINTAIN LIGHTING INSIDE THE BUILDING FOR SAFE AND ADEQUATE WORKING CONDITIONS. 1.8.4 HEATING: PROVIDED, PAY FOR AND MAINTAIN HEAT NECESSARY FOR PROPER CONDUCT OF OPERATIONS NEEDED IN THE WORK. 1.8.5 TELEPHONE: MAKE NECESSARY ARRANGEMENTS AND PAY COSTS FOR INSTALLATION AND OPERATION OF TELEPHONE SERVICE TO THE CONTRACTOR'S OFFICE AT THE SITE. 1.8.6 SANITARY FACILITIES: PROVIDE AND PAY FOR THE TEMPORARY 1.2.2 MALLS - USE METHOD ACCEPTABLE TO THEIR SANITARY FACILITIES IN THE QUANTITY REQUIRED FOR USE BY ALL CONSTRUCTION STANDARDS. PERSONNEL. MAINTAIN IN A SANITARY CONDITION AT ALL TIMES. ENCLOSURES: SECTION 05500 -METAL FABRICATIONS 1.8.7 PROVIDE AND MAINTAIN FOR THE DURATION OF CONSTRUCTION ALL SCAFFOLDS, TARPAULINS, CANOPIES, WARNING 1.1 DESCRIPTION SIGNS, STEPS, PLATFORMS, BRIDGES, AND OTHER TEMPORARY CONSTRUCTION NECESSARY FOR PROPER COMPLETION OF THE WORK 1.1.1 WORK INCLUDED: THIS WORK COMPRISES FABRICATING AND IN COMPLIANCE WITH PERTINENT SAFETY AND OTHER REGULATIONS. INSTALLING MISCELLANEOUS METAL WORK AND RELATED ITEMS. 1.8.8 MAINTAIN TEMPORARY FACILITIES AND CONTROLS AS LONG AS 1.2 SU9M,TM A-S@MUIREd BY ARCHITECT NEEDED FOR SAFE AND PROPER COMPLETION OF THE WORK. 1.8.9 REMOVE SUCH TEMPORARY FACILITIES AND 1.2.1 SHOP DRAWINGS: SUBMIT SHOP DRAWINGS OR PRODUCT CONTROLS AS RAPIDLY AS PROGRESS OF THE WORK WILL DATA, AS PERTINENT, FOR EACH ITEM SCHEDULED, TO THE PERMIT, OR AS DIRECTED BY THE ARCHITECT. ARCHITECT FOR REVIEW BEFORE ANY WORK IS FABRICATED. 1.9 e80JECT CLOSE-OUT 1.3 E& l(M 1.9.1 THE PROJECT SHALL BE LEFT PROFESSIONALLY CLEANED. 1.3.1 FOR EXTERIOR USE AND WHERE BUILT INTO EXTERIOR WALLS, PROVIDE ZINC -COATED FASTENERS. 1.9.2 ALL RUBBISH SHALL BE PROPERLY DISPOSED OF OFF -SITE. 1.3.2 PROVIDE FASTENERS OF TYPE, GRADE, AND CLASS 1.9.3 ALL EXTRA RADIOSHACK SUPPLIED MATERIALS SHALL REMAIN REQUIRED FOR THE PARTICULAR USE, IN THE STORE AFTER CONSTRUCTION HAS BEEN COMPLETED. 1.9.4 RECORD OF CONSTRUCTION: 1.4 #SCE�IQ1{$FfAIQ� CONTRACTOR SHALL PROVIDE RADIOSHACK A SET OF RED 1.4.1 THRESHOLDS: EXTRUDED ALUMINUM OR FERROGRIT MARKED DRAWINGS WITH ALL SITE MODIFICATIONS SHOW AS AN SADDLES OF THE TYPES AND SIZES DETAILED, COPE ENDS AS-BUILT/RECORD OF CONSTRUCTION SET. TO FIT THE INTENDED FRAMED OPENINGS. DIVISION 2 SITEWORK DIVISION 6 WOOD & PLASTICS SECTION 02577 -- PAVEMENT MARKING SECTION 06100 -- ROUGH CARPENTRY 1.1 DESCRIPTION 1.1 MP1R 1.1.1 PAINT ANY NEW AND/OR REWORKED LINES AS SHOWN ON 1.1.1 WOOD: LUMBER FOR CARPENTRY WORK SHALL BE SOUND, THE DRAWINGS W#TH A CHLORINATED RUBBER BASE PAINT WELL MANUFACTURED, SURFACED S4S MATERIAL WITH A MOISTURE DESIGNED FOR APPLICATION TO ASPHALTIC CONCRETE PAVING. CONTENT LIMIT OF 19% ("S-DRY" ON THE GRADE STAMP). COLOR SHALL BE YELLOW OR WHITE TO MATCH EXISTING STRIPING. 1.1.1.1 DIMENSION: SPIB GRADE MARKED NO. 2 1.2 lNffALLATJON DIMENSION SOUTHERN PINE OR WCLB GRADE, MARKED NO. 2 DIMENSION DOUGLAS FIR. 1.2.1 AREAS TO RECEIVE PAINT SHALL BE CLEAN AND 1.1.1.2 BOARDS: SPIB GRADE MARKED NO. 2 DRY. DO NOT PAINT WHEN THE TEMPERATURE IS BELOW BOARDS SOUTHERN PINE. 40 DEGREES OR A RELATIVE HUMIDITY ABOVE 85 1.1.1.3 PLYWOOD: SHALL BE APA RATED 1.2.2 AMERICANS WITH DISABILITIES SIGNAGE AND MARKINGS. SHEATHING, ALL VENEER CONSTRUCTION, EXPOSURE DIVISION 3 -- CONCRETE 1, SIZES SHALL BE AS SHOWN ON THE DRAWINGS. 1.1.2 FIRE RETARDANT TREATMENT: WOOD, PLYWOOD, TRIM AND SECTION 03100 -- CONCRETE FORMWORK BLOCKING, WHERE SPECIFICALLY CALLED OUT ON THE DRAWING, WALL LEGENDS AND/OR DETAILS, SHALL BE TREATED WITH FIRE 1.1 FORIuI�yjATER1ALS (WHERE CAI�IED FOR ON PLANS) RETARDANT PRESSUREIMPREGNATED WITH A IR - F £ PROTEGTTVE 1.1.1 WOOD FORMS: FOR UNEXPOSED CONCRETE SURFACES, CHEMICAL TO PROVIDE A FLAME HAZARD CLASSIFICATION OF 25 NO. 2 COMMON OR BETTER LUMBER; FOR EXPOSED SURFACES, OR LESS IN CONFORMANCE WITH UNDERWR T I ERS LABORATORIES PLYWOOD FORMS OR FIBERBOARD LINING IN WOOD FORMS. TESTING REQUIREMENTS. EACH PIECE OF WOOD AND PLYWOOD 1.1.2 EXPANSION JOINT FILLER STRIPES: PREMOLDED SHALL BEAR IDENTIFICATION SHOWING THE FIRE PERFORMANCE NON -EXTRUDING ASPHALT IMPREGNATED FIBERBOARD STRIPS RATING AND ISSUED BY AN APPROVED TESTING AGENCY HAVING OF THE REQUIRED THICKNESS. A RE-EXAMINATION SERVICE.1.1.3 PRESERVATIVE TREATMENT: LUMBER, EXPOSED TO 1.2 FORMWOR EXTERIOR AND/OR IN CONTACT WITH SLAB, FOR WOOD, 1.2.1 GENERAL, FORM ALL CONCRETE UNLESS SHOWN PLYWOOD, TRIM, LOGOS, DOORS, BLOCKING AND FRAMING, OTHERWISE. FORMWORK SHALL MEET THE REQUIREMENTS OF W ER SP I I A H E EC F C LLY CALLED OUT ON THE DRAWINGS, WALL ACI 347-68 "RECOMMENDED PRACTICE FOR CONCRETE LEGENDS AND/OR DETAILS TO BE TREATED, SHALL BE FORMWORK." DIMENSIONS GIVEN ON THE DRAWINGS ARE THE IMPREGNATED WITH A WOOD -PRESERVATIVE AND WATER MINIMUM NET MEASUREMENTS OF THE STRUCTURAL MEMBERS, NT SO M REPELLENT SOLUTION MEETING THE REQUIREMENTS OF FED. 1.2.2 CONSTRUCTION: CONSTRUCT FORMS TO THE SPEC. TT-W-572B AND EQUAL TO "WOODLIFE". TREATMENT SHALL DIMENSIONS AND SHAPES OF CONCRETE MEMBERS AS BE BY VACUUM PRESSURE CELL PROCESS TO A MINIMUM NET DETAILED AND SCHEDULED. SET, ASSEMBLE AND BRACE RETENTION OF 2 LBS. PER CU. FT. OF WOOD, TREATED LUMBER FORMS TO WITHSTAND AND WET CONCRETE CONSTRUCTION SHALL BE AIR -SEASONED BEFORE BEING USED. LOADS WITHOUT DEFLECTIONS, MOVEMENT OR LEAKAGE. 1.2 RQUGH HARDWARE SECTION 03200 - CONCRETE REINFORCEMENT 1.2.1 ANCHORS, BOLTS, SCREWS AND SPIKES SHALL BE OF 1.1 MAIERI PROPER TYPES AND SIZES TO SUPPORT THE WORK AND TO DRAW THE MEMBERS INTO PLACE AND HOLD THEM SECURELY. 1.1.1 REINFORCING BARS: DEFORMED BILLET STEEL MEETING ASTM 1.3 INSTALLATION A 615-82 WITH SUPPLEMENTARY REQUIREMENTS (S1), GRADE 60. 1.1.2 REINFORCING FABRIC: WELDED STEEL WIRE FABRIC 1.3.1 GENERAL FRAME MEMBERS PROPERLY, FIR CLOSELY, MEETING ASTM A 185-73. SET ACCURATELY AND SECURE RIGIDLY IN PLACE. DO NOT 1.1.3 TIE WIRE: 16 GAUGE ANNEALED STEEL WIRE. SPLICE BETWEEN BEARING POINTS. 1.1.4 ACCESSORIES: ANCHORS, DOWELS, SPACERS, 1.3.2 BLOCKING: INSTALL BLOCKING TO STIFFEN THE STRUCTURE AND SUPPORT OF OTHER WORK. PROVIDE CHAIRS, BOLSTERS AND OTHER DEVICES FOR SUPPORTING BLOCKING FOR, INSTALLATION OF WALL HUNG FIXTURES. AND FASTENING REINFORCEMENT WHICH ARE NORMALLY CONSIDERED AS ACCESSORIES TO THE CONCRETE WORK. 1.3.3 NAILERS: INSTALL NAILERS OF ADEQUATE SIZE WHERE DETAILED. NAILERS SHALL BE BOLTED IN PLACE WITH 3/8" 1.2 INSTRTION BOLTS AT 12" O.C, UNLESS NOTED OTHERWISE. EXTERIOR 1.2.1 GENERAL. REINFORCEMENT SHALL MEET NAILERS AND WOOD BEARING DIRECTLY ON CONCRETE SHALL REQUIREMENTS OF ACI 318-177, "BUILDING CODE BE OF PRESERVATIVE TREATED LUMBER AS SPECIFIED. REQUIREMENTS FOR REINFORCED CONCRETE". 1.3.4 BUCKS: INSTALL WOOD BUCKS FOR FRAMES AS 1.2.2 PLACING: ASSEMBLE REINFORCING STEEL IN THE FORMS REQUIRED. MEMBERS SHALL BE AT LEAST 2 X 4 MATERIAL WIRED AND FASTENED SECURELY SO THAT IT REMAINS IN AND SHALL BE SECURELY SPIKED TOGETHER. POSITION WITHOUT DISPLACEMENT WHILE CONCRETE IS PLACED. 1.3.5 TELEPHONE BACKBOARDS: PROVIDE TELEPHONE SECTION 03300 -- CAST IN PLACE CONCRETE BACKBOARD OF 3/4" THICK PLYWOOD AS INDICATED ON ELECTRICAL POWER PLAN. 1.1 {SOB OONDITtONS SECTION 06200 - FINISH CARPENTRY 1.1.1 ENVIRONMENTAL REQUIREMENTS: 1.1 MAIEBI 1.1.1.1 DO NOT PLACE CONCRETE WHEN TEMPERATURE IS BELOW 40 DEGREES F. 1.1.1 INTERIOR WOOD: LUMBER SHALL BE KILN -DRIED TO A 1.1.1.2 DURING HOT WEATHER, USE A SET RETARDING MOISTURE CONTENT BETWEEN 1% AND 6%.1.1.2 ADMIXTURE TO ASSURE CONCRETE REMAINS WORKABLE. LUMBER FOR TRIM, MOLDINGS AND CABINETRY TO RECEIVE AN OPAQUE (PAINT) FINISH SHALL BE AWI PREMIUM GRADE 1.2 QQNCRFTE MATERIALS BIRCH, BASSWOOD, POPLAR OR OTHER APPROVED HARDWOODS. 1.2.1 CEMENT: PORTLAND CEMENT OF DOMESTIC REFER SECTION 06100 - 1.1.2 FOR FIRE RETARDANT TREATMENT MANUFACTURE MEETING ASTM C 150-78, TYPE 1. OF TRIM MOLDINGS AND , MILLWORK, PLYWOOD, ETC. 1.2.2 ADMIXTURE: WATER -REDUCING ADMIXTURE: MASTER 1.1.3 PLYWOOD SHALL BE 5 - PLY HARDWOOD FACED, TYPE 11, BUILDERS "POZZOLITH" GIFFORD-HILL "PSI" OR EQUAL GRADE 30 OR BETTER, THICKNESS AS INDICATED ON PLANS. MEETING ASTM C 494-79 TYPES "A", "D", AND "E". i.1.4 PARTICLEBOARD SHALL BE MEDIUM DENSITY, 1.13 WATER: CLEAN AND POTABLE. MAT -FORMED MEETING C.S. 263-66, TYPE 1-B-2, THICKNESS AS INDICATED ON PLANS. 1.3 SLLECTINQ ERQEQRDQN5 FOR CQNQRETE 1.2 INSTALLATION 1.3.1 STRENGTH: MIX DESIGNED CONCRETE WITH A 28 1.2.1 WORKMANSHIP: EXPOSED WOODWORK, GENERALLY DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. SHALL HAVE A SMOOTH FINISH FREE FROM MACHINE AND 1.3.2 ADMIXTURE: USE ADMIXTURE IN ALL CONCRETE. BEST SUITED TOOL MARKS, ABRASIONS, AND RAISED GRAIN ON FOR TEMPERATURE CONDITIONS AT THE TIME OF PLACEMENT. EXPOSED SURFACES. JOINTS SHALL BE TIGHT AND SO 1.3.3 MAXIMUM SLUMP: REINFORCED WALLS, BEAMS FORMED AS TO CONCEAL SHRINKAGE, MITER ALL JOINTS AND SLABS ----- 4" AT CORNERS, COPE ALL JOINTS AT INTERSECTIONS. 1.4 CONCRETE TEsIING 1.2.2 INTERIOR WOODWORK INSTALLATION: 1.2.2.1 ACCURATELY SCRIBE AND CLOSELY FIT FACE 1.4.1 CONCRETE CYLINDERS: PLATES, FILLER STRIPS AND TRIM STRIPS TO ABUTTING PROVIDE THREE TEST CYLINDERS FOR EACH 75 CU. YDS. WALLS AND TO IRREGULARITIES OF ADJACENT SURFACES. 1.4.2 TEST: ONE CYLINDER OF SEVEN DAYS, TWO AT 28 DAYS. 1.2.2.2 SET WOOD FINISH STRAIGHT, PLUMB AND LEVEL, IN 1.4.2.1 REPORT THE MIX, SLUMP, GAGE, LOCATION OF CONCRETE TRUE ALIGNMENT AND RIGIDLY FASTENED IN PLACE. NAILING IN THE STRUCTURE, AND TEST RESULTS TO ARCHITECT. AND FASTENING SHALL BE CONCEALED WHERE POSSIBLE. 1.4.2.2 TAKE SPECIMENS AND TEST IN ACCORDANCE WITH THE 1.2.3 HARDWARE APPLICATION: FURNISH AND INSTALL THE APPLICABLE ASTM STANDARD SPECIFICATIONS. CASEWORK HARDWARE REQUIRED IN THIS SECTION. OTHER HARDWARE 1.5 MIXING AND DELIVERY WILL BE FURNISHED AND DELIVERED AS SPECIFIED IN SECTION 08710 AND THE CONTRACTOR SHALL RECEIPT FOR AND BECOME 1.5.1 THE MEASUREMENT OF THE CONCRETE MATERIALS AND RESPONSIBLE FOR THE HARDWARE ON DELIVERY TO THE JOB. THE MIXING AND DELIVERY OF FRESH CONCRETE TO THE JOB 1.2.3.1 PROVIDE O PROPERLY SIZED AND SHALL MEET THE REQUIREMENTS OF ASTM C 94-78A ACCURATELY LOCATED MORTISES AND DRILLED "STANDARD SPECIFICATION FOR READY -MIXED CONCRETE". HOLES FOR HARDWARE, USING APPROPRIATE JIGS, 1.5.2 AFTER APPROVAL OF AGGREGATE AND OTHER MATERIALS, TEMPLATES AND POWER MORTISING EQUIPMENT. PROVIDE MIX DESIGN IN ACCORDANCE WITH ACI 613. 1.2.3.2 METAL FRAMES SHALL BE DRILLED AND TAPPED ACCURATELY. 1.6 {,�.ONGORIM 0 00I?_A Lg {1SHES 1.2.3.3 FIT HARDWARE ACCURATELY, REMOVE UNTIL PAINTER'S FINISH IS APPLIED AND THEN REPLACE AND ADJUST. 1.6.1 BRUSH: PROVIDE A TEXTURE FINISH FOR EXTERIOR 1.2.3.4 FLOOR STOPS IN AREAS TO BE CARPETED CONCRETE PLATFORM SLABS & SIDEWALKS. SHALL BE INSTALLED DIRECTLY ON THE CONCRETE 1.6.2 SMOOTH TROWEL FINISH FOR SLABS. SURFACE BEFORE THE CARPET IS PUT DOWN. 1.7 EXISTINC CONQRETE SLABS DIVISION 7 - THERMAL & MOISTURE PROTECTION 1.7.1 PATCH AND REPAIR. SECTION 07210 --- BUILDING INSULATION 1.7.2 MOISTURE TEST - REQUIRED PRIOR TO FLOOR FINISH INSTALLATION. i.1 M�iE$L9� DIVISION 5 - METALS 1.1.1 13ATT INSULATION: SPUN MINERAL WOOL OR GLASS FIBER BLANKETS OR BUTTS 3-1/2" AND 6" THICK WITH SECTION 05400 - COLD FORM METAL FRAMING ALUMINUM FOIL VAPOR BARRIER. MEMBRANE ON ONE FACE. MINIMUM INSULATION THERMAL RESISTANCE R-11 1.1 MaRIAL IN WALLS AND R-19 IN CEILINGS RESPECTIVELY. 1.1.1 STEEL STUDS SHALL BE IN ACCORDANCE WITH AISI 1.2 INS,7ALLMON "SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS", LATEST ADDITION. 1.2.1 INSTALL INSULATION WITH VAPOR BARRIER ON THE WARM SIDE OR INSIDE AS THE CASE MAY BE. 1.1.2 PARTITION STUDS: NON-LQADBEARING PARTITION STUDS SHALL "SJ" 1.2.1.1 CUT THE MATERIAL TO FIT SNUGLY AROUND ALL BE STYLE AS MANUFACTURED BY USG OR AN APPROVED EQUAL OBSTRUCTIONS WITH EDGES AND JOINTS BUTTED TIGHT SO AND MEETING THE REQUIREMENTS OF ASTM A-446, GRADE A WITH A THAT THERE WILL BE NO GAPS OR BREAKS IN THE INSULATION. MINIMUM YIELD STRENGTH OF 33,000 PSI. 1.2.1.2 FRICTION FIT INSULATION INTO PLACE SO 1.1.2.1 SIZES: GAAGE AS SHOWN ON THE DRAWINGS. THAT INSULATION DOES NOT SAG OR SETTLE. 1.2 INffALL1{' O 1.2.1.3 IF AND WHERE NECESSARY USE WIRE 1.2.i ATTACH FL00R RUNNERS TO CONCRETE SLABS USING MOLDING TO HOLD INSULATION IN PLACE. POWER DRIVEN FASTENERS OR MACHINE SCREWS AND DIVISION 8 - DOORS & WINDOWS EXPANSION SHIELDS, LOCATE FASTENERS AT CORNERS, AT RUNNER ENDS, AND SPACED NO MORE THAN 24" 0. C.. SECTION 08100 - STEEL DOORS & FRAMES 1.1 1.1.1 MANUFACTURER'S QUALIFICATIONS: ALL WORK SHALL BE THE BEST GRADE OF MODERN SHOP HOLLOW METAL WORK DONE BY A RECOGNIZED MANUFACTURER SPECIALIZING THEREIN. 1.2 M&VA $ 1.2.1 SHEET AND STRIP: COMMERCIAL QUALITY, LEVELED, COLD -ROLLED STEEL MEETING THE REQUIREMENTS OF ASTM A 366-72 AND FREE OF SCALE AND OTHER SURFACES DEFECTS. REFER TO SCHEDULE FOR THICKNESS. 1.3 EMRIMQN 1.3.1 DOORS: FULL FLUSH TYPE OF WELDED SEAMLESS CONSTRUCTION WITH NO VISIBLE SEAMS OR JOINTS ON FACES OR VERTICAL EDGES. 1.3.2 FRAMES: COMBINED BUCK FRAMES AND TRIM TYPE AS DETAILED; 16 GA. STEEL BRAKE -FORMED TO PROFILE FREE OF WARP, BUCKLES AND FRACTURES WITH CORNERS SQUARE AND SHARP. 1.3.3 SHOP FINISH: AFTER FABRICATION, DOORS AND FRAMES SHALL BE DEGREASED, PHOSPHATIZED AND FACTORY PAINTED INSIDE AND OUT WITH A RUST INHIBITIVE SYNTHETIC PRIMER. 1.4 HARDWARE PREPARATION 1.4.1 PREPARE DOORS AND FRAMES FOR HARDWARE, MORTISING, REINFORCING, DRILLING AND TAPPING SHALL BE DONE AT THE FACTORY FOR MORTISED HARDWARE. 1.4.2 REINFORCEMENT PLATES IN DOORS AND FRAMES FOR HARDWARE SHALL BE 7 GA. FOR HINGES AND 12 GA. FOR ALL OTHER HARDWARE. 1.4.3 PUNCH FOR AND INSTALL RUBBER SILENCERS ON ALL INTERIOR HOLLOW METAL DOOR FRAMES. 1.5 It 9916 Oi� 1.5.1 SETTING FRAMES AS FOLLOWS: SET FRAMES ACCURATELY TO MAINTAIN SCHEDULED DIMENSIONS, HOLD HEAD LEVEL AND MAINTAIN JAMBS PLUMB AND SQUARE. 1.5.1.1 ANCHOR FRAMES SECURELY TO ADJACENT CONSTRUCTION. ANCHOR TO FLOOR AT EACH JAMB WITH TWO BOLTS TO PREVENT TWIST. 1.5.2 HANGING DOORS: FIT AND HAND DOORS, USING THE HARDWARE FURNISHED IN THE FINISH HARDWARE SCHEDULE, SECTION 08710. 1.5.3 EDGE CLEARANCES SHALL BE PROVIDED AS FOLLOWS: 1.5.3.1 BETWEEN DOOR AND FRAMES AT HEAD AND JAMBS 1/8". 1.5.3.2 AT DOOR SILLS: WHERE NO THRESHOLD IS USED 3/8" MAX. WHERE THRESHOLD IS USED -3/4" MAX. SECTION 08210 - WOOD DOORS 1.1 MATER 1.1.1 FLUSH DOORS: TYPES AND SIZES DETAILED AND NOT LESS THAN AWI CUSTOM GRADE AS DEFINED IN SECTION 1300 OF AWI QUALITY STANDARDS, ADHESIVE FOR FACES AND CROSS BANDS SHALL BE TYPE 1. 1.1.2 SAME AS FOR STEEL DOORS AND FRAMES REFER SECTION 08100. - , SECTION 08710 FINISHED HARDWARE 1.1 AI T£Rt4k1IVFS 1.1.1 SUBSTITUTIONS: FIRST QUALITY ITEMS WHICH ARE COMPARABLE TO THE BRANDS SCHEDULED WILL BE ACCEPTABLE UPON WRITTEN APPROVAL BY THE ARCHITECT. 1.2 M&MI6l 1.2.1 BUTTS & HINGES: ONLY BUTTS AND HINGES MANUFACTURED BY STANLEY, HAGER, LAWRENCE OR MCKINNEY WILL BE ACCEPTABLE. ALL SHALL BE FURNISHED WITH FLAT BUTTON TIPS UNLESS OTHERWISE NOTED. 1.21 LOCKS AND TRIM: LOCKS AND LATCHES ARE SCHEDULED IN DOOR SCHEDULE SHEET Al LIKE DESIGNS AND QUALITY WILL BE ACCEPTABLE AS INDICATED . IN HEADING 1.1.1. 1.2.2.1 FURNISH LOCKS WITH ASA STANDARDIZED STRIKES. 1.2.2.3 CLOSURES: FULL RACK AND PINION TYPE WITH ADJUSTABLE SPRING POWER AND BACKCHEGK AND AS MANUFACTURED BY LCN, NORTON, SARGENT, CORBIN, RUSSWIN, OR YALE OR AS INDICATED IN DOOR AND FRAME SCHEDULE. 1.3 UM 1.3.1 KEYS: MASTER -KEY ALL LOCKS IN ONE SET ALIKE. FURNISH MASTER KEYS AND CHANGE KEYS IN ACCORDANCE WITH RADIOSHACK. 1.4 HARQ>a ME EHEDUI E (REFER TO DOOR SCHEDULEi SECTION 08800 - GLASS AND GLAZING 1.1 QUALITY ASSURANCE 1.1.1 SAFETY STANDARDS: GLAZING PROCEDURES AND MATERIALS SHALL MEET THE REQUIREMENTS OF CPSA "SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS" (16 GFR 1202) ISSUED JULY 6, 1977. 1.2 Sim 1.2.1 TEMPERED CLEAR: 1/4" AND 1/2" THICK TEMPERED POLISHED PLAT£ OR FLOAT GLASS CERTIFIER TO MEET ALL CODES. REFER TO DRAWINGS FOR LOCATION. 1.3 INSTALLATION 1.3.1 SETTING GLASS: GLAZING SHALL BE DONE AT THE SITE BY SKILLED GLAZIERS IN CONFORMANCE WITH THE GENERAL CONDITIONS GOVERNING GLAZING IN THE FGMA GLAZING MANUAL. 1.3.1.1 GLAZING OF STOREFRONT SHALL BE DONE IN CONFORMANCE WITH THE METHODS RECOMMENDED BY THE MANUFACTURER OF THE VARIOUS AND SPECIFIC JOB CONDITIONS. 1.3.1.2 VERIFY GLASS SIZES FOR REQUIRED EDGE CLEARANCES BY MEASURING THE OPENINGS BEFORE ORDERING GLASS. 1.4 E'LEANIN 1.4.1 UPON COMPLETION OF THE TENANT'S AREA, GLEAN ALL GLASS ON BOTH SIDES AND REMOVE LABELS, PAINT SPOTS, PUTTY AND OTHER DEFACEMENT. REPLACE DAMAGED GLASS WITH NEW. DIVISION 9 -- FINISHES SECTION 09250 - GYPSUM WALLBOARD 1.1 MAT.ERIALS 1.1.1 STUDS: STUDS ROLL -FORMED FROM 20 GA. ELECTRO-GALVANIZED STEEL, REFER SECTION 05400 AND WALL LEGEND FOR EXACT SIZE, GAUGE AND SPACING. 1.1.2 WALLBOARD: STANDARD FIRE -RATED GYPSUM BOARD WITH EASED OR BEVELED AND TAPERED EDGES: NATIONAL GYPSUM "STA-SMOOTH FIRE SHIELD WALLBOARD", USG "SHEETROCK SW FIRECODE GYPSUM PANEL", OR APPROVED EQUAL. 1.1.3 SCREWS: DRYWALL SCREWS, TYPE S BULGE HEAD. 1.1.4 TRIM: GALVANIZED STEEL CORNER REINFORCEMENTS EDGE TRIM, ANGLES, AND CASINGS; USG #200 SERIES OR APPROVED EQUAL. 1.1.5 REINFORCING TAPE: CROSS LAMINATED, PERFORATED FIBER TAPE. 1.1.6 JOINT COMPOUND: QUICK DRYING POLYINDUATE TYPE PRE -FILL MATERIAL. 1.2 INSTALLATION 1.2.1 APPLY GYPSUM WALLBOARD FIRST TO THE CEILINGS AND THEN TO THE PARTITIONS, USE MAXIMUM PRACTICAL LENGTH TO MINIMIZE END JOINTS. FIT ENDS AND EDGES CLOSELY, BUT NOT FORCED TOGETHER. 1.2.2 FASTEN WALLBOARD TO STUDS AND RESILIENT CHANNELS WITH POWER DRIVEN WALLBOARD SCREWS. SCREW SPACING SHALL NOT EXCEED 16" 0. C. FOR PARTITIONS AND FIRE RATED PARTITIONS. 1.2.3 REINFORCE EXPOSED EXTERNAL CORNERS WITH CONTINUOUS METAL CORNER REINFORCEMENT. 1.2.4 WHERE WALLBOARD SURFACE ABUTS DISSIMILAR INTERSECTING SURFACES SUCH AS METAL. TRIM THE MEETING EDGE WITH A METAL TRIM ANGLE HELD APPROXIMATELY 1/4" AWAY FROM THE INTERSECTING SURFACE. CAULK THE JOINT FULL WITH SEALANT AND TOOL SMOOTH. 1.2.5 APPLY A THIN LAYER OF JOINT TOPPING COMPOUND TO JOINTS. IMMEDIATELY EMBED TAPE REINFORCEMENT OVER JOINTS AND FOLLOW WITH A SKIM COAT OF COMPOUND. 1.2.6 APPLY JOINT TOPPING OVER THE TAPE TO FILL FLUSH WITH THE BOARD SURFACE. 1.2.7 APPLY JOINT TOPPING OVER THE FILL -COAT AND FEATHER OUT SMOOTHLY BEYOND FILL -COAT EDGE. ALLOW FOR DRYING BETWEEN EACH COAT. SAND BETWEEN COATS AS NECESSARY TO PROVIDE A SMOOTH SURFACE WITHOUT IMPERFECTIONS READY FOR PAINTING. 1.2.8 FILL SCREW HEAD DEPRESSIONS FLUSH WITH THREE COATS OF COMPOUND. 1.2.9 FINISH METAL CORNER REINFORCEMENTS AND EDGE AND CONTROL JOINT TRIM WITH TWO OR THREE COATS OF JOINT COMPOUND, USING EDGE TRIM AS A SCREED TO SECURE A SMOOTH, FLAT FINISH. SECTION 09510 - ACOUSTICAL CEILINGS 1.1 JOB CON_ DENS 1.1.1 MAINTAIN A MINIMUM TEMPERATURE OF 60 DEGREES F DURING AND AFTER INSTALLATION OF ACOUSTICAL WORK. 1.2 MM RIAL 1.2.1 ACOUSTIC LAY -IN PANELS: AS APPROVED BY RADIOSHACK. 1.2.1.1 SIZES: 24"x24" AND 24N48" PANELS WHERE SCHEDULED AND AS SHOWN ON THE DRAWINGS. 1.2.1.2 DESIGN: COURSE NON -DIRECTIONAL FISSURED. 1.2.1.4 EDGES. SQUARE OR TEGULAR. 1.2.2 SUSPENSION SYSTEM: EXPOSED TYPE AS MANUFACTURED BY CHICAGO MATALL#S, DONN, ROPER EASTERN OR EQUAL. 1.2.2.1 COMPONENTS SHALL BE ROLLED -FORMED FROM STEEL TO MEET ASTM C 635-69 AND CONFORM TO THE REQUIREMENTS FOR INTERMEDIATE DUTY STRUCTURAL CLASSIFICATION. 1.2.2.2 SYSTEM SHALL BE DESIGNED AND SIZED TO SUPPORT THE CEILING ASSEMBLY WITH A MAXIMUM DEFLECTION OF 1/360 OF THE SPAN. 1.2.3 HANGERS: #12 GA. ANNEALED AND GALVANIZED STEEL WIRE. 1.2.3.1 OTHER ACCESSORIES: REFER TO SEISMIC DETAILS ON DRAWINGS. 1.3 INSTALLATION 1.3.1 GENERAL: INSTALLATION PROCEDURES SHALL MEET OR EXCEED THE MANUFACTURER'S RECOMMENDATIONS AND ASTM C 636-69. 1.3.2 SUSPENSION: 1.3.2.1 DIRECT SUSPEND THE MAIN TEES WITH HANGERS SPACED NOT MORE THAN 24" 0. C., 1.3.2.2 SUPPORT LIGHT FIXTURES ON MAIN TEE RUNNERS ONLY. WHERE FIXTURES DO NOT FALL ON MAIN TEE RUNNERS, ADDITIONAL SUPPORT WILL BE REQUIRES SO THAT THE DEFLECTION CAPABILITY OF THE CEILING SYSTEM IS NOT EXCEEDED. 1.3.2.3 LEVEL THE MAIN TEE RUNNERS TO WITHIN 1/16" IN 12 FEET. 1.3.3 MOLDING: INSTALL FINISH CHANNEL AND ANGLE MOLDINGS WHERE CEILINGS ABUT WALLS OR OTHER INTERSECTING VERTICAL SURFACES. IN PANELS T X 1.3.4 LAY IN PANELS: INSTALL ACOUSTIC PA N HE EXPOSED SUSPENSION SYSTEM WITH BOTTOM SURFACES FLUSH AND IN A TRUE LEVEL PLANE. HOLD-DOWN CLIPS, COMPRESSION STRUTS, AND EXTRA WIRE HANGERS ARE REQUIRED FOR ALL CEILINGS IN SEISMIC AREAS. SECTION 09650 - RESILIENT FLOORING 1.1 MAIERIAL 1.1.1 VINYL COMPOSITION TILE: 12"X12"X1/8" GAUGE AS PROVIDED BY RADIOSHACK. REFER TO PLANS WHERE ALTERNATE MATERIALS MAY BE REQUIRED. 1.1.2 RESILIENT BASE: TOP -SET TYPE VINYL COVE BASE FOR 4" AND COVE FOR 6" HIGH BY 1 /8" GAUGE WITH MATCHING END STOPS, COLOR AS INDICATED ON MATERIALS SCHEDULE. 1.1.3 RESILIENT EDGE STRIPS: 1/8" THICK VINYL TAPERED EDGE, COLOR TO MATCH FLOORING, NOT LESS THAN 1' WIDE. 1.1.4 ADHESIVE: WATERPROOF, STABILIZED TYPE AS RECOMMENDED BY FLOORING MANUFACTURER. ASPHALT EMULSIONS AND OTHER NON -WATERPROOF TYPES ARE NOT ACCEPTABLE. 1.1.5 LEVELING AND PITCHING COMPOUNDS: LATEX TYPES AS RECOMMENDED BY FLOORING MANUFACTURER. 1.2 IHff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t.i JOB CONDITIONS 1.1.1 ENVIRONMENTAL REQUIREMENTS: MAINTAIN THE TEMPERATURE INSIDE THE BUILDING AT NOT LESS THAN 60 DEGREES F. DURING PAINTING AND FINISHING. DO NO OUTSIDE PAINTING IN COLD OR DAMP WEATHER. 1.2 Sf,{I�,$T�TIONs 1.2.1 PAINT SCHEDULE: PAINTING MATERIALS ARE AS SCHEDULED. 1.3 MATE, R ALS 1.3.1 PAINT MATERIALS: MATERIALS OF BEST QUALITY GRADE AND MANUFACTURED BY SHERWIN WILLIAMS ARE REPRESENTATIVE OF THE STANDARD OF QUALITY REQUIRED, 1.4 PREPARATION 1.4.1 PERFORM PREPARATION AND CLEANING PROCEDURES IN ACCORDANCE WITH COATING MANUFACTURER'S INSTRUCTIONS FOR EACH SUBSTRATE CONDITION. 1.4.2 WASH GALVANIZED METAL SURFACES WITH MINERAL SPIRITS OR XYOL TO REMOVE RESIDUAL GREASE AND OIL 1.5 APEUMON 1.5.1 WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY. MIX AND USE PAINT MATERIAL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTION. 1.5.2 AFTER WOOD DOORS HAVE BEEN FITTED, PAINT TOP, BOTTOM, AND VERTICAL EDGE SAME AS FACES. 1.5.3 TINT PRIMING COATS AND UNDERCOATS TO APPROXIMATE SHADE OF FINAL COAT TO ASSURE UNIFORMITY OF COLOR IN FINISH. 1.6 PAINT SCHEDULE 1.6.1 INTERIOR METAL 1.6.1.1 STEEL DOOR FRAMES AND HOLLOW METAL DOORS. 1 COAT METAL PRIMER, 2 COATS SEMI -GLOSS ENAMEL. 1.6.1.2 PRIMED BUTT HINGES. 1 COAT SEMI -GLOSS ENAMEL, 1.6.1.3 STEEL PIPE HANDRAILS AND RAILINGS. 1 COAT METAL PRIMER, 2 COATS ENAMEL. 1.6,1.4 GRILLES, DIFFUSERS AND REGISTERS IN DOORS, WALLS AND CEILINGS NOT REFINISHED. 1 COAT ALKYD EGGSHELL ENAMEL. 1.6.1.5 OTHER EXPOSED IRON AND STEEL, INCLUDING ACCESS DOORS, PANELSOARDS, PIPE, CONDUIT, HANGERS AND BRACKETS, LINTELS, ROOF BEAMS, PURLOGS, JOISTS AND SUB -PURLOINS. 1 COAT ALKYD METAL PRIMER 1.COAT ALKYD EGGSHELL ENAMEL. 1.6.1.6 EXPOSED ITEMS OF MECHANICAL AND ELECTRICAL MACHINERY AND EQUIPMENT WHICH ARE NOT COMPLETELY FACTORY FINISHED. 1 COAT ENAMEL. 1.6.2 GYPSUM WALLBOARD 1.6.2.1 GYPSUM BOARD CEILINGS 1 COAT USG TEXTURE 11- FINE STIPPLE TEXTURE, 1 COAT SEMI -GLOSS ENAMEL. 1.6.3 GYPSUM BOARD WALLS 1 COAT USG TEXTURE II - FlNE STIPPLE TEXTURE, 2 COATS SEMI -GLOSS ENAMEL. 1.6.4 CLEAR PATH EXIT 1 VINYL TILE -STRIP SURFACE AND ROUGHEN -APPLY 2 COATS LATEX - ARMOR SEAL 2 COMPONENT, FLOOR FLEX 7100 #B70YBS (YELLOW) BY SHERWIN-WILUAMS. 2 CONCRETE - STRIP SURFACE AND ROUGHEN - APPLY 2 COATS LATEX - ARMOR SEAL 2 COMPONENT, FLOOR FLEX 7100 # B70YBS (YELLOW) BY SHERWIN-WILLIAMS. DIVISION 10 - SPECIALTIES SECTION 10800 - TOILET ACCESSORIES 1.i ACCU5ORI 1.1.1 TOILET TISSUE DISPENSER: SEE SCHEDULE. 1.1.2 FRAMED MIRROR: SEE SCHEDULE. 1.1.3 GRAB BARS: SEE SCHEDULE. 1.1.4 TOWEL DISPENSER: SEE SCHEDULE. 1.1.5 BLOCKING FOR GRAB BARS: SEE DETAILS. 1.2 INSTALLA _ ON 1.2.1 INSTALL THE TOILET ACCESSORIES WHERE INDICATED AND AS DIRECTED TO BE IN GOOD ALIGNMENT WITH THE WALL AND RIGIDLY FASTENED IN PLACE. ADHESIVE MOUNTINGS AND PLASTIC WALL PLUG MOUNTINGS WILL NOT BE ACCEPTABLE. DIVISION 11 - EQUIPMENT & STORE FIXTURES SECTION 11106 & 11 f 07 - OWNER FUNISHED MERCHANDISING AND DISPLAY FIXTURES AND EQUIPMENT 1.1 SECT€ON _ INCLUDES 1.1.1 OWNER FURNISHED EQUIPMENT INSTALLED BY CONTRACTOR UNDER THIS SECTION DEFINING THE EQUIPMENT AND EXTENT OF WORK REQUIRED. 1.1.2 RELATED SECTIONS DIVISION 16 - ELECTRICAL. 1.1.3 QUALITY ASSURANCE 1.1.4 WORK IF THIS SECTION SHALL BE BY SKILLED, EXPERIENCED ANQ DUAL€PIED MECHANICS OF 'THE APPROPRIATE TRADE FOR THE WORK INVOLVED. 1.1.5 COORDINATION 1.1.6 COORDINATE WITH PROJECT MANAGER FOR INSTALLATION OF SPECIFIC EQUIPMENT TO BE PROVIDED BY OWNER. 1.1.7 COORDINATE WORK OF THIS SECTION WITH RELATED WORK OF OTHER SECT€DNS TO OBTAIN PROPER INSTALLATION flF ITEMS. BEGONE ACQUAINTED WITH THE WORK OF OTHER SECTIONS WHOSE WORK ABUTS, ADJOINS, OR IS IN ANY WAY AFFECTED BY, OR RELATED TO, WORK UNDER THIS SECTION. 1.1.8 INDICATION OF MECHANICAL OR ELECTRICAL CONNECTION SIZES ON THE PLANS SHALL IN NO WAY RELIEVE CONTRACTOR OF THE RESPONSIBILITY OF CHECKING AND VERIFYING THEIR SIZES AND LOCATIONS FROM THE ACTUAL EQUIPMENT TO BE INSTALLED AND ANY AVAILABLE ROUGHING -IN DIAGRAMS. 1.2 EQUIPMENI 1.2.1 ITEMS SCHEDULES AS "OWNER FURNISHED, CONTRACTOR INSTALLED", SHALL BE INSTALLED AS WORK OF THIS PROJECT. 1.2.2 WORK SHALL INCLUDE LABOR, TRANSPORTATION, MATERIALS, TOOLS, AND UTILITIES NECESSARY FOR THE FOLLOWING: 1.2.3 RECEIVING AND STORAGE OF OWNER FURNISHED, CONTRACTOR INSTALLED EQUIPMENT. 1.2.4 PROVIDING MATERIALS AND COMPONENTS FOR THE EQUIPMENT AS NECESSARY TO INSTALL IN AN OPERATING CONDITION, BUT NOT INCLUDING REPAIRING OF EXISTING DAMAGE TO THE EQUIPMENT. 1.2.5 INSTALLATION OF EQUIPMENT IN THIS PROJECT, COMPLETE AND IN OPERATING CONDITION, INCLUDING THE ADJUSTING AND CALIBRATION OF THE EQUIPMENT AS NECESSARY FOR PROPER OPERATION. 1.2.6 ROUGHING -IN AND FINAL UTILITY CONNECTIONS FOR THE OWNER FURNISHED, CONTRACTOR INSTALLED EQUIPMENT REMAINS THE WORK OF SECTIONS GOVERNING THE SPECIFIC UTILITY. 1.3 INSTALLATION 1.3.1 LOCATIONS: THE GENERAL ARRANGEMENT OF THE OWNER FURNISHED EQUIPMENT IS INDICATED ON THE DRAWINGS. 1.3.2 ROUGHING -IN: WHEN EQUIPMENT IS NOT AVAILABLE PRIOR TO THE INSTALLATION SCHEDULE, ROUGH -IN THE UTILITY SERVICE A WALLS OR FLOORS AS DIRECTED AND T T , LEAVE READY FOR FUTURE CONNECTION. 1.3.3 INSTALLATIONS: INSTALL EQUIPMENT IN STRICT CONFORMANCE WITH MANUFACTURER'S DIRECTIONS WHERE AVAILABLE. WORK SHALL BE ASSEMBLED AND INSTALLED IN HARMONY WITH OTHER TRADES AT SUCH TIMES AND IN SUCH SEQUENCE AS ACCEPTABLE TO THE OWNER. 1.4 CL.1TnNG AND REPAIRING 1.4.1 WORK SHALL BE CAREFULLY LAID OUT IN ADVANCE, AND FOR INSTALLING THE EQUIPMENT, ANY CUTTING OF CONSTRUCTION SHALL BE DONE ONLY WITH WRITTEN PERMISSION. 1.5 P$Q=0 1.5.1 UTILITIES: CLOSE PIPE OPENINGS WITH CAPS OR PLUGS, AND PROTECT ELECTRICAL WORK AS NECESSARY. 1.5.2 EQUIPMENT: TIGHTLY COVER AND PROTECT EQUIPMENT AGAINST DIRT, WATER, AND MECHANICAL OR CHEMICAL INJURY. 1.5.3 DAMAGE TO OWNER'S PROPERTY DUE TO FAULT OR NEGLIGENCE OF THE CONTRACTOR SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL EXPENSE TO THE OWNER. 1.5.4 SCHEDULE (REFER TO ARCHITECTURAL DRAWINGS FOR OTHERS) 1.5.5 RADIOSHAGK CABINET FIXTURES - REFER TO DIVISION 11 EQUIPMENT SECTION 11107. 1.5.6 COMPAQ FIXTURES - REFER TO DIVISION 11 EQUIPMENT SECTION 11107. 1.5.7 SPRINT FIXTURES - DIVISION 11 EQUIPMENT SECTION 11106. 1.6 PRODUCT DELIVERY AND STORAGE 1.6.1 GENERAL CONTRACTOR IS THE AUTHORIZED RECEIVING AGENT FOR THE MAIN FIXTURE ORDERS. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COUNT AND VERIFY THE PRODUCT RECEIVED AGAINST THE PACKING LIST: 1.7 RMIMIJACK CABINETS 1.7.1 PACKING LIST SHALL BE RETAINED ON SITE $O IT CAN BE REFERENCED BY THE GENERAL CONTRACTOR, THE INSTALLERS OR RADIOSHACK. 1.7.2 THE GENERAL CONTRACTOR MAY EMPLOY THE INSTALLER TO HANDLE RECEIVING AND VERIFICATIONS.. 1.8 FIXTURE 1.8.1 LOCATIONS: THE GENERAL ARRANGEMENT OF THE STORE FIXTURES IS INDICATED ON THE DRAWINGS. 1.8.2 ROUGHING -IN: WHEN FIXTURES ARE NOT AVAILABLE PRIOR TO THE INSTALLATION SCHEDULE, ROUGH -IN THE UTILITY SERVICE AT WALLS OR FLOORS AS DIRECTED, AND LEAVER Y FOR FUTURE CONNECTION. FAD R NNE €ON. 1.8.3 INSTALLATIONS: INSTALL FIXTURES IN STRICT CONFORMANCE WITH MANUFACTURER'S DIRECTIONS WHERE AVAILABLE. WORK SHALL BE ASSEMBLED AND INSTALLED IN HARMONY WITH OTHER TRADES AT SUCH TIMES AND IN SUCH SEQUENCE AS ACCEPTABLE TO THE OWNER. SCHEill"OF COW7TMIM RESMNSIMIMS - VBOX NA NOT APPLICABLE LL LANDLORD RS RADIO SHACK GC GENERAL CONTRACTOR EX EXISTING TSS TANDY SECURITY SYSTEMS > 10i w � z i m n � ¢ mcwmciima COmTR1JG11m STOREFRONT LL EX SLAB LL EX INSULATION (WALLS, CEILINGS) LL EX DEMISING WALLS PARTY WALLS - STUDDING H EX DEMISING WALLS PARTY WALLS - 5/8" FIRE RATED TYPE-X GWB TAPED, SPACKLED TO ROOF DECK LL EX INTERIOR PARTITIONS GC GC TOILET ROOM PARTITIONS - INCLUDING (DOOR, FRAME & HARDWARE) & FINISHES LL EX TOILET ROOM HARDWARE LL EX EXIT CORRIDOR NA NA PAINT GC GC WAINSCOT (TOILET) L.ti I EX WAINSCOT (HALLWAY) GC GC WALL SYSTEM RS GC TOILET` 6" VINYL COVE BASE LLEX 4" VINYL COVE BASE IGC GC FIRE EXTINGUISHER 4A 8OB;C 10# MIN PER LOCAL CODE RS GC CLEANING GC GC BLOCKING FOR WALL SYSTEM GC GC MAST, MOUNTING BRACKETS, & WEATHER -HEAD GC GC STOREFRONT GRAPHIC HOLDER RS GC SIGN PERMIT RS RS CONSTRUCTION PERMIT I RS I GC WINDOW FILM I NA I NA EXTERIOR LIFESTYLE GRAPHICS I I NA I NA cum - CEILING- LAY IN ACOUSTICAL TEE GRID LL EX CEILING- GYPSUM BOARD (TOILET) H EX CEILING- GYPSUM BOARD (EXIT CORRIDOR) NA NA CEILING- 2' X 2' LAY -IN ACOUSTICAL TILES NA NA CEILING- 2' X 4' LAY -IN ACOUSTICAL TILES LL EX INTERIOR CEILING SIGNAGE RS GC DECORATIVE CEILING INSERT PANELS NA NA SHACK TV CEILING SUPPORT SYSTEM RS GC SECURITY TV CEILING SUPPORT SYSTEM RS GC FLUOR CARPET TILES AND ADHESIVE RS GC VINYL COMPOSITION TILES I I RS GC REDUCER STRIPS GC GC TOILET SHEET VINYL LL EX EXIT PATH (PAINTED) NA NA CONCRETE SEALER GC GC HOURS EXTERIOR DOORS & HARDWARE LL EX INTERIOR DOORS, FRAMES, HARDWARE GC GC COMBINATION METAL LOCK BAR/PANIC DEVICE RS LL LEXAN KICKPLATE RS GC PEEP HOLE RS LL FtXTiI11LOZ SECURITY CAGE(S) RS GC ROLLING SHELVING SYSTEM RS GC FLOOR DISPLAY FIXTURES RS GC CASHWRAP RS GC STOCKROOM FIXED SHELVING RS GC STOCKROOM FURNITURE RS GC .100 0DWACTS VICE PRESIDENT - RADIOSHACK LEASING CONTACT: MARK HULL.INGER DIRECTOR - CONSTRUCTION CONTACT: MIKE HUDSON ARCHITECT - THOMAS A. PIRTLE 111, A.I.A. CONTACT: TOM PIRTLE ARCHITECTURAL PROJECT MANAGER - RADIOSHACK CONTACT: CLAUDE DUSING CONSTRUCTION PROJECT MANAGER - RADIOSHACK CONTACT: RICHARD KINCAID, SR. PROJECT MANAGER RADIOSHACK REGIONAL SIGN INSTALLATION SERVICES CONTACT: KATHY FRENTZ RADIOSHACK STORE FIXTURES CONTACT: JOHN WEBB SECURITY SYSTEM PROVIDER CONTACT: SANDY MALDONADO WINDOW FILM - LLUMAR CONTACT: SALES LLUMAR DISTRIBUTOR: 5AGR PRODUCTS PHONE #: (800) 223-4385 MEZZANINE - CUBIC DESIGN CONTACT: PETE O'HAGEN MARLITE CASTSTONE - CDS MFG., INC. CONTACT: AUDREY COTE CORNELL STOREFRONT SYSTEMS INC. CONTACT: DAN BRODA POLOMYX - KENMARK INC. DALTILE ACCESS PANEL - JL INDUSTRIES QMt - SECURITY SHUTTERS CONTACT: JON GERTSMIER PHONE (817) 415-4902 FAX # 817) 415-6872 PHONE (817) 415�-0596 FAX # 817) 415-6501 PHONE # (817) 415-3436 FAX 817) 415-6501 PHONE # (817) 415-7671 FAX # (817) 415-6501 PHONE # (817) 415-3545 FAX # (817) 415-6501 PHONE (817) 415-0572 FAX # 817) 415-6501 PHONE (817) 415-1713 FAX # 817) 415-1748 PHONE (817) 415-7421 FAX # 817) 415-7452 PHONE # (540) 627-3000 FAX # (540) 627-3032 PHONE (800) 826-7061 FAX # e 62) 789-1970 PHONE # (972) 660-6443 PHONE (850) 875--4651 FAX # 850) 875-4660 PHONE (800) 882-6773 x590 FAX # 800) 882-6772 PHONE # (214) 348-8000 PHONE # (800) 933-8453 PHONE (800) 554-6077 FAX #612) 835-2218 PHONE (800) 446-2500 FAX # e 03) 980-6364 a ■ ,,..ge LU IL 0.4 mi CL 0) Fm 1 0 0 .i 4r,%"co 10. so l ; W Q II a ,,� 0 J u) vm 4(3 0 �_ qt CC ft008% � v- (0)CC 00 co 4 Q x 0 CC 2 pLL 0 olm 4c ■rs CC mmo 0 C) co VI-_ -----/ )I o it N rn w a.. X w Ld 4 z w a w 0. :3 0 I1 m Q W t- #<_ {� 5, 1,- � Wto ¢ O_' z <U U riI~ ff STORE NO: 01-3579 PRO,. NO: 00036084 STORE TYPE: RELO CONS. TYPE: SLW LOCATION: STRIP ARCH. DRAWN BY: SS AG R MLS ARCH. CHECKED BY: CLAUDE DUSING ENG. DRAWN BY: ABEL GODDARO ENG. CHECKED BY: CLAUDE DUSING EATEAUGUST 10, 200 REVISIONS: SHEET Az N0.3 OF 1ir 1 E co 0 0 -2 0 0 0 Q a Q 3 a rn h i c> ao 0 0 0 0 0 in o; u� 0 0 ry ci E 0 z 0 FMH MATERIALS ROOM FOW SCHEDULE 3 NUMBER DESCRIPTION MATERIAL CARPET TILE CL C1 IN W L ¢ � wDo o P1 SHERWIN WILUAMS RSC3-T-TANGELO* P2 SHERWIN WILLIAMS RSC3-B-MIDNIGHT** P3 P4 SHERWIN WILLIAMS SW7006* SHERWIN WILUAMS RSC3-P-FUCHSIA* P5 1z o C1 CARPET SQUARES, COLOR: TEA LEAVES SHEET VINYL C2 CARPET SQUARES, ACCENT COLOR: ST. THOMAS VCT V1 C3 CONCRETE SEALER: SW MEDIUM GRAY 113-0350 SEALED CONCRETE C3 C3 C3 V1 12' x 12" AZROCK VCT THRU-QUARTZ PEWTER #TQ-288 �' REUSE EXISTING CERAMIC TILE V2 LIGHT GRAY SHEET VINYL & WATERPROOF MEMBRANE (OBTAIN LOCALLY) w COVE BASE B1 B1 COVE CAP BASE TO MATCH FLOORING B1 JOHNSONITE: 4" DC-63 BURNT UMBER REUSE EXISTING w 82 MATCH MALL BASE m CERAMIC TILE BASE ca B3 ROPPE SQUARE COVE CAP #46, LT. GRAY #195 W/ ROPPE #44 FILLET STRIP NONE FROM TO B4 JOHNSONITE: 6" DC-63 BURNT UMBER WS WHITE PANELING P-199 FRP NOTE 4 F.F. 4'-0" i 85 IDALTILE VITRESTONE 6" x 8" BLACK JVS12 - NOTE 2 WP WALLPAPER F.F. CLG. F1 POLOMYX,- PW-OS001 WHITE t- W1 GYP. BD., TAPE, BED, SAND F.F. CLG. F2 POLOMYX -- PC-520129 BLACK W2 PAINT 4'-0" CLG. P3 z CCEEA F3 NA z W3 PAINT 7'-10" CLG. P 1 F4 CASTSTONE-TEXAS LIMESTONE ALABASTER WHITE W4 PAINT F.F. CLG. P1 P3 I -- F5 DALTILE CRYSTALTEX 6" x 6" #1223 - NOTE 3 PAINT - - o F6 DALTILE VITRESTONE 12" x 12" BLACK #VS12-NOTE 2 W5 CLEAN GLASS AND FRAME F.F. CLG. 0 F7 DIGITAL WALLPAPER PAINT - - Lij G1 USG 2' x 2' CLT 001 SUSPENDED CEILING TILE W/ WHITE SUSPENDED GRID W6 CASTSTONE - W7 POLOMYX FINISH - - G2 USG 2' x 4' CLT 002 SUSPENDED CEILING TILE W/ WHITE SUSPENDED GRID W8 REUSE EXISTING - LA W9 9 POLOMYX FINISH - v G3 USG 2' x 2' TEGULAR CLT 005 SUSPENDED CEILING TILE W/ WHITE SUSPENDED GRID GYP. BD., TAPE, BED, SAND, PAINT GYP. BD., TAPE, BED, SAND SMOOTH G4 PAINT - BENJAMIN MOORE DECORATOR WHITE TEE GRID AND TILES G2 G2 G2 G2 G5 I DECORATIVE PANEL INSERT INJECTED SPECIALTY CEILING INSERT HEIGHT 10'-O" 10'--O" 8'-O" 10'-0" 10'-0" NOTES: 1. ALL PAINTS MUST BE WATER BASED. 4. USE MARLITE EDGE AND FINISH TRIM. * SATIN FINISH 2. USE DALTILE GROUT NO. 60 CHARCOAL. 5. SEE FORMULAS BELOW ** SEMI -GLOSS FINISH 3. USE DALTILE GROUT NO. 387 CAPTAINS BLUE. PAINT FCIRNRil SHERWIN WILLIAMS PPG INDUSTRIES P1- SW RSC3-T-TANGELO P1- PPG 6-416 PRO -MAR -LATEX SATIN B20W2253 SPEEDHIDE INTERIOR LATEX, EGGSHELL ONE GALLON FORMULA: Y1-6Y, R4-43 ONE GALLON FORMULA: M-1Y+16, G-7Y+8 P2- SW RSC3-B-MIDNIGHT P2- PPG 6-517 LATEX SEMI -GLOSS Y3T154 SPEEDHIDE INTERIOR LATEX, SEMI -GLOSS ONE GALLON FORMULA: B1-9, L1-48, R3-44, N1-4Y ONE GALLON FORMULA: B-4Y, D-28, L-4Y, W-44 P3- SW7006 STOCK COLOR EXTRA WHITE) P3- PPG 518--1 STOCK COLOR DELICATE WHITE P4- SW RSC3-P-FUCHSIA P4- 6-416 PURPLE PRO -MAR -LATEX SATIN Y38T154 SPEEDHIDE INTERIOR LATEX, EGGSHELL ONE GALLON FORMULA: R3-2Y32, L1-4, WI-36 ONE GALLON FORMULA: E-20, M-20, V-7Y+28, W-36 FOR QUESTIONS: FOR QUESTIONS: SW= SHERWIN-WILUAMS PPG- PPG INDUSTRIES, INC., PITTSBURGH, PA. CALL SW STORE #4344 CALL MARIE CARR (817)336-7111 (888-454-3127) VINYL TRANSITION STRIP ROPPE #178 --- FLEX TRACK WITH #154 SNAP DIVIDER (COLOR TO MATCH CARPET) FOR CARPET TO VCT, AND #179 SNAP DIVIDER (COLOR TO MATCH CARPET) FOR CARPET TO TILE CARPET —i AS SPECIFIED (FINISH SCHEDULE) (TILE OR VCT) �(.4f q q ` q ' q .. 4.' �'• EXISTING CONCRETE SLAB CARPET/TILE FLOORING (ENTRY ONL.Y) SCALE: 3" = 1'-0" 1.i3 VINYL TRANSITION STRIP (COLOR TO MATCH CARPET) SEALED CONCRETE C 4 4 .q 1. COSTING SEALED CONCRETE/CARNET CONCRETE SLAB 3 SCALE: 3" = 1'-0" A3 SHEET VINYL VINYL TRANSITION STRIP ROPPE #172 SEALED CONCRETE 4 .d • 'q• 9 q b` 0 4 EXISTING CONCRETE SLAB SHEET VINYL S EAL.ED CONCRETE SCALE: 3" = 1'-0" 0 w HARDWARE ORMP GROUP DESCRIPTION COMMENTS LATCH: EXISTING BUTTS: EXISTING 1 CLOSER: EXISTING 2, 4 STOP: EXISTING LATCH: "SCHLAGE" AL -SERIES SATURN AL10S SAT 625 PASSAGE SET, BRITE CHROME FINISH BUTTS: 1 1/2 PAIR HEAVY DUTY HINGES WITH BRITE CHROME FINISH 2a CLOSER: "NORTON" 7500 SERIES BARRIER FREE ADJUSTABLE CLOSER 1, 3, 4 STOP: 'DOME' STOP C.R. LAURENCE #DL2502A KICK PLATE: 24" x 34" LEXAN LATCH: "SCHLAGE" AL -SERIES SATURN AL53PD SAT 625 LOCK SET, BRITE CHROME FINISH BUTTS: 1 1/2 PAIR HEAVY DUTY HINGES WITH BRITE CHROME FINISH 2b CLOSER: "NORTON" 7500 SERIES BARRIER FREE ADJUSTABLE CLOSER 1, 3, 4 STOP: 'DOME' STOP C.R. LAURENCE #DL2502A KICK PLATE: 24" x 34" LEXAN LATCH: EXISTING PRIVACY SET 3 BUTTS: EXISTING 3 CLOSER: EXISTING STOP: EXISTING LATCH: EXISTING PANIC HARDWARE ARM-A-DOR BAR MODEL #A102-001 AT 36" A.F.F. BUTTS: EXISTING 4 CLOSER: EXISTING 4 AIR SEAL.: EXISTING PEMKO ADHESIVE JAMB WEATHER STRIP TYPE '588D' (GC SHALL PROVIDE 1F NOT EXISTING) STOP: EXISTING PEEP HOLE: NATIONAL #25674 AT 5'-0" A.F.F. COMMENTS 1 • AFTER DOOR IS PAINTED AND HAS DRIED, CONTRACTOR SHALL INSTALL (24" x 34") LEXAN KICKPLATE APPROXIMATELY 1" FROM THE BOTTOM AND THE SIDES OF THE DOOR, ATTACHED WITH FOUR FLATHEAD SCREWS AND WASHERS. TYPICAL ON PUSH SIDE ONLY. 2. KEY CYLINDERS (FOR ENTRANCE) SHALL BE SUPPLIED & INSTALLED BY RADIOSHACK'S DISTRICT SALES MANAGER. 3. ALL SCHLAGE AL SERIES, LEVER ACTION HARDWARE IS ADA COMPLIANT. 4. ALL CLOSERS TO BE ADJUSTED TO REQUIRE NO MORE THAN 5LBS. TO OPEN. CERTIFICATE OF OC FIRE EXTSIGUISS GC TO SUPPLY A 8 1/2" X 11" BLACK PLASTIC FRAME TO HANG REFERENCE FIXTURE NUMBER Ill ON CERTIFICATE OF OCCUPANCY IN. THIS FRAME TO BE MOUNTED FL1 SHEET AND FIRE EXTINGUISHER ON ABOVE MANAGERS DESK IN STOCKROOM. A3 SHEET, CLEARMCE NOTE MA COMIXUANCE REQUIREIMITS MAINTAIN 3'-8" CLEARANCE BETWEEN ALL STANDARD ADA COMPLIANCE REQUIREMENTS ARE FLOOR F€XTURES, UNLESS OTHERWISE NOTED. ILLUSTRATED ON SHEET ADA1. GC SHALL UTILIZE ALL APPLICABLE TYPICAL ACCESSIBILITY DETAILS AND NOTES. el DOW SCHEDtS.E NO. TYPE SIZE DESCRIPTION HARDWARE REMARKS / s J 3'-0 x 7'-0" MIN. EXISTING ALUMINUM & GLASS GROUP CLEAN GLASS AND FRAME. 1 2aB 3'-0" x 6'" 8" x 1 3/4 S.C. FLUSH WOOD DOOR WITH HOLLOW METAL FRAME. 2a PAINT DOOR & FRAME (P2) 2b, .1 3'-0" x 6''-, 8" x 1 3/4' S.C. FLUSH WOOD DOOR WITH HOLLOW METAL FRAME. 2b PAINT DOOR & FRAME (P2) ( 3'-0" x 6'-8" 8" x 1 3/4 EXISTING S.C. FLUSH WOOD DOOR WITH HOLLOW METAL FRAME 3 PAINT DOOR & FRAME (P2) '..! 3'-0" x 7'-0" MIN, EXISTING 4 INSTALL PEEP HOLE PER HARDWARE SCHEDULE & PAINT DOOR & FRAME (P2) 3'-O" x 7'-0" MIN, EXISTING N/A PERMANTLY SEALED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT AND SHALL SWING IN THE DIRECTION OF THE EXIT TRAVEL, AS SHOWN ON PLANS. ALUMINUM/GLASS 0 NOTE: SEE DETAIL 6 -''\ /1 A I10 jt1 Ablfl�A;ql /KICKPLATE J 0 t 1" N 2'-10"1" PAINT GRADE PAINT GRADE SOLID CORE SOLID CORE WOOD WOOD A5 FOR HOLLOW METAL DOOR FRAME DETAILS. c I u HOLLOW METAL WINROW SCIDULE LTR. SIZE DESCRIPTION HARDWARE REMARKS EXISTING EXISTING EXISTING GC SHALL CLEAN GLASS AND FRAME r Rl 1, PATH WIDTH A Co al T ESS RTVEEN DOOR TO �4�� L D EA W SHALL BE MINIMUM DISPLAY PAINTED ON A 45 DEGREE ANGLE. 2. EXISTING STOREFRONT. CONTACT RADIOSHACK ARCHITECT IF STOREFRONT IS DAMAGED TO SEE IF STOREFRONT SHALL BE REPAIRED. CLEAN STOREFRONT AFTER CONSTRUCTION. REFERENCE RESPONSIBILITY CHART, SHEET A2. 3. EXISTING COLUMN. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND ADJUST WALL SYSTEM BASED UPON EXISTING CONDITIONS. 5, GC TO FURNISH & INSTALL SIGNAGE AT INSIDE ENTRANCE DOOR, PER LOCAL CODE REQUIREMENTS. *THIS DOOR TO REMAIN UN -LOCKED DURING REGULAR BUSINESS HOURS", 6. INSTALL 8' CLEAR VINYL CORNER GUARD ON ALL GYP. BO. OUTSIDE CORNERS IN THE DISPLAY AREA. FASTEN WITH CHROME PLATED SCREWS & GROMMETS. 7. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ADDRESS NUMBERS PER LOCAL AUTHORITY REQUIREMENTS IF NOT EXISTING. 8. THE GC SHALL PROVIDE AND INSTALL PROJECTING SIGNS WITH THE WORDS "FIRE EXTINGUISHER" AND THE CORRESPONDING SYMBOLS, OR APPROVED EQUAL. (#1L-17409 FROM LAB SAFETY. PHONE # 1-800-356-0783), BOTTOM OF SIGN SHALL BE MOUNTED AT HEIGHT OF 6'-8" AFF. DIRECT ACCESS TO THE "FIRE EXTINGUISHER" SHALL NOT BE OBSTRUCTED. REFERENCE DETAIL 4/A7. 9. SNAP FRAME. CENTER ON PARTITION - SEE 6/A4, 10. GC TO PROVIDE AND INSTALL 3/4" SHELF. REFERENCE DETAIL 2/A7. 11. REF 4/ADA1 FOR TYPICAL ADA TOILET PLAN & ELEVATION. DIMENSIONS ON A3 OVERRIDE ANY DIMENSION ON 4/ADA1. 12. 1/4" HEAVY DUTY PERFORATED HARDBOARD. SEE PLAN FOR LOCATION AND LENGTH REQUIRED. SEE DETAIL 3/A7. I ALL EXTERIOR AND INTERIOR WALL CORNERS SHALL HAVE METAL EDGE CORNER BEADS. j F ♦ Z ,# 11 NEW WALLS NEW TO CEIUNG :CCZtCZ{ZCCZ{Z{KC{t <@>NEW TO STRUCTURE WALL TO CEILING .0TO STRUCTURE EXISTING WALLS I---- --- --I 4 EXISTING WALL (GENERIC) EXTERIOR OR INTERIOR F-:—__= 1 <g> EXISTING INTERIOR - DEMISING WALL 0 REFER TO SHEET A6 FOR DETAILS r, `~ s v r .. 55r , EXTERIOR STOREFRONT ELEVATION SCALE: 1/4"=1'-O" on FIXTURE LINE - SEE A3 FOR EXACT LOCATION PAINT (Pl) NO PAINT— r' Is- L - A n —PAINT P4 C) I io BANNER EQ L 3'--0" LEQ L LAJ E2 ""--VINYL COVE WE Bi I I VINYL COVE BASE 81 INTERIOR ELEVATION (WINGWALL FOR V80X) SCALE: 1/4"= l'-O" ANGLED WALL f I - PAINT Pl 1� I - INTERIOR ELEVATION (RIGHT SIDE) SCALE: 1/4"=1'-O*' ANGLED WALLS PAINT P I PAINT P3 PAINT P4 PAINT Pl L VINYL COVE BASE Bl INTERIOR ELEVATION (LEFT SIDE) SCALE, 1/4"=1'-O" INTERIOR STOREFRONT ELEVATION SCALE: 1/4"= l'-O" ANGLED WALL T i- PAINT P 1 NOTE 1. FOR NOTES, SCHEDULES, AND FINISHES REFER TO SHEET Al 2. SEE SHEET A3 FOR LOCATION OF FIRE EXTINGUISHERS AND SHEET A7 FOR MOUNTING HEIGHTS. SUSPENDED CEILING ANGLED WALL 1; O"J'-5 11 _qj# v o. Pl CVPAINT 2"x4" ATTACHED 2"x4" ATTACHED TO EACH STUD TO EACH STUD PAINT Pl PAIN I P2 PAINT Pl NO PAINT I 2a C) NO PAINT 00 REFERENCE DETAIL 4/A7 FIXTURE LINE FIXTURE LINE - SEE A3 FOR SEE A3 FOR EXACT LOCATION EXACT LOCATION VINYL COVE BASE INTERIOR ELEVATION (REAR) I SCALE: 1/4"=1'-O" ISUSPENDED CEILING ISUSPENDED CEILING ANGLED WALLS l"_ VINYL COVE BASE Bl -J ANGLED WALL PAINT P3 PAINT P4 PAINT PI tau 2 A4 Ll "I co co Lu (o LL 0 04 Wo V" • cl; co I ui x in J uJ V. Z co; Qo WI. 0 0 00 LL • 0 cl Nt 0 CL 11, 04 PtiI < 3t z w 0 z w 0 , uj LLJ 3� > Fx I LIJ i_- Z uJ c) C) 'o f., i) I W x t6 f<_ 90 to fSTORE NO: 01-3579 1 PROJ. NO: 00036084] ISTORE TYPE: RELO CONS. TYPE: SE] LOCATION: STRIP ARCH. DRAWN BY: 22/�TR MLS ARCH. CHECKED BY: CLAUDE DUSING ENG. DRAWN BY- ABEL GODDARD ENG. CHECKED BY: CLAUDE DUSING IDATEAUGUST 10, 200_ REVISIONS: SHEET A �NO. 5 OF ISJ EXISTING I HOUR RATED DEMISING WALL INTERIOR CORNER BEAD TYP 5/8" GYP. BD. BOTH SIDES < TOGGLE BOLTS —REFER TO A3 FOR SPACED 0 16" O.C. WALL TYPE WALL ANGLE MAY VARY METAL STUDS DETAIL DBASING WALLANTERIOR INTERSECTION AS 2' PANELS ))C)) WALL SYSTEM ASSEMBLY DETAIL. SCALE: 3/4"= l'—O" 5 #lOx3" SELF DRILLING 15 "o, OVWS 0 EACH STUD. 00-0-0,0"HILTI 10-16 PWH #3 BOLT PROVIDED WITH WALL SYSTEM HARDWARE 1/4-x2- SIMPSON SDS SCREWS. 4 PLACES -"Ll 0— H.M. DOOR FRAME SCALE: 1/2"=I'—O" 4' PAN E LS "D" 2—#10x3" SELF DRILLING SCREWS 0 EACH STUD. HILTI 10-16 PWH #3 SIMPSON SDS ATTACH THROUGH ST HOLES IN WALL ,RID. (MIN. 2 PER 'TION). WALL BRACKET DETAIL Is WALL SYSTEM ATTACHWNT DETAL 7 SCALE. 1 1/2"=1'—O" AS SCALE: 1 1/2"=I'-0" \,AS Lj NOTES BY SYMBOL 1. END POST ASSEMBLY 2. LINE POST ASSEMBLY 3. 2' GRID 4. 2' HEADER 5. CONTINUOUS FIREPROOF 2A ATTACH TO METAL WALL STUDS. 6. ADJUSTABLE LEVELER 7. COLORED INSERT PANEL 8. ADJUSTABLE BRACE 9. WALL BRACKET. ATTACH TO WOOD FURRING STRIP, 10. 4' GRID 11. 4' HEADER 12. EXISTING WALL WALL SYSTEM WITH ADJUSTABLE BRACE S,FECTION THROUGH WAO-L SYSTEM SCALE: 1"=1'—O" 4 7/8" r5B�'� A5 5/8" GYP. BD. 3 5/8' MTL STUD FRAMING AND BLOCKING 2 00 r. 5/8- GYP. BD. HOLLOW METAL FRAME DOOR JAMS DETAIL 1 1/2"=1'—O" WALL SYSTEM WITHOUT ADJUSTABLE BRACE ME DOOR AS SCHEDULED SCHEDULED ff 4 AS SET WALL SYSTEM TO ACCOMMODATE 20" SHELVES. USE 20" SHELVES AS A GUIDE WHEN INSTALLING WALL SYSTEM PLACE SHELVES IN CONSECUTIVE WALL PANELS AT SAME ELEVATION. CURVED WALL SYSTEM LAYOUT GUIDE AS J SCALE: 1/2"=1'—O" AS LLI 0 Tm v" era I 0) < co CC WX I to 0 F- wt 0 0 0 o cc zQ 08 LL I" Im x3o 0 cf) C-4 Cl t14 0) Lij uj >< z z w 0 0. m 0 0LL a 5 W 3: 77 01 to W Of z co > 6-� LJ P, 0 te) t� �i I (-) [STORE NO: 01-3579 1 PROJ. NO: 2959 ISTORE TYPE- RELO CONS. TYPE: SLW LOCATION: STRIP DRAWN SSILGLR/M ARCH. CHECKED BY: CLAUDE DUSIN F--DRAWN BY: ABEL GODDARJD ENG. CHECKED BY: CLAUDE DUSING, DATE: AUGUST 10, 2005 REVISIONS: Z�LANDLORD COMMENTS 09-12-2005 FORD A2C019TY- i( 703MOSON5TS FORD SHEET NO. 6 OF 15 !ASTER DOC. REV. 10/-1—/O'1 BUILDING STRUCTURE FIELD VERIFY WALL PARALLEL TO STRUCTURE /---- BUILDING STRUCTURE / FIELD VERIFY CEILING AS SCHEDULED EXISTING FRAMING AND 5/8" TYPE 'X' GYPSUM BOARD RADIO SNACK FINISH FLOOR ADJ. TENANT WALL PERPENDICULAR TO STRUCTURE NOTE: 1--HOUR RATED UL #U465 EXISTING INTERIOR- FRAMED DEMISING WALL EI EXISTING BUILDING MECHANICALLY ATTACH EACH DIAGONAL BRACE WITH MIN. OF 3 - #8 TECH SCREWS (TYP ) E CL c.a w 0 3 5/8" 20 GA. METAL STUDS @ 16" O.C. r� ICBO #4943P ASTM A8653, C645 LARR o ¢ 24923, 5/8" FIRE RATED GYPSUM BOARD. t] INSTALL. GYP. BD. WITH STAGGERED JOINTS s BOTH VERTICAL AND HORIZONTAL (MIN. 48" VERTICAL AND 48" HORIZONTAL) GYP. BD. o FASTENERS TO BE 1" TYPE S, DRY WALL SCREWS 0 8" O.C. AT ALL GYP BD EDGES `a AND 0 12" O.C. AT INTERMEDIATE STUD. FINISH FLOOR - a a. 3/8' DIA. BOLTS WITH WASHERS AND NUTS '-3 5/8" 20 GA. CONTINUOUS METAL CHANNEL 3 5/8" 20 GA. 45' BRACING 0 48" O.C. CEILING AS SCHEDULED 20 GA. CONTINUOUS RUNNING FLOOR TRACK W/ #10 1" RAM SET #1508 POWDER PIN ANCHORS @16" O.C. LARR #22668 to to NEW BRACED TO STRUCTURE 2/3 WALL / 3 Gt r to 0 m to 0 c� in to cs 0 r 0 4) E INTERIOR PARTITION TYPES a z NOT TO SCALE BUILDING STRUCTURE EXISTING CONSTRU WALL PERPENDICULAR TO STRUCTURE WALL PERPENDICULAR TO EXISTING EXTERIOR WALL EXISTING EXTERIOR WALL < EX CEILING AS SCHEDULED NON- BEARING 3 5/8" 20 GA. METAI; STUDS 016" O.C. ICBO #4943P ASTM A8653, C645 LARR, 24923 5/8" FIRE RATED GYPSUM BOARD BOTH SIDES INSTALL GYP. BD. WITH STAGGERED JOINTS BOTH VERTICAL AND HORIZONTAL (MIN. 48" VERTICAL AND 48" HORIZONTAL) _ GYP. BD. FASTENERS TO BE 1 " TYPE S, DRY— WALL SCREWS 08" O.C. AT ALL GYP BD EDGES AND 012" O.C. AT INTERMEDIATE STUDS FINISH FLOOR ATTACH TO STRUCTURE AS APPROPRIATE PROVIDE METAL J MOLD AT TOP OF DRY WALL CEILING AS --- SCHEDULED INSTALL 5/8" FIRE RATED GYPSUM BOARD ONE SIDE ONLY 3 5/8" 20 GA. METAL STUDS 0 16" O.C. CONNECTION REQUIREMENTS &QM- USE THE FOLLOWING CONNECTIONS UNLESS SHOWN DIFFERENTLY ON DETAIL. METAL TO METAL CONNECTIONS 20 GA. OR HIGHER, SHALL BE A MINIMUM OF 3-#6 SELF DRILLING SCREWS WITH WAFER HEADS OR PAN HEADS. METAL TO METAL CONNECTIONS 18 GA. OR LESS SHALL BE A MINIMUM OF 3-#14 SCREWS. THRU PENETRATION MUST BE 3X SCREW 0 MIN. 5/8" DRYWALL TO 20 GA, METAL SHALL USE #8 SELF DRILLING SCREWS, 2 LAYERS 5/8" DRYWALL TO METAL SHALL USE #14, 2 1/2" SELF DRILLING SCREWS. SPACING AS SHOWN ON DRAWINGS. METAL TO METAL CONNECTIONS FOR TRUSSES SHALL BE #14 SELF DRILLING SCREWS.. SEE TRUSS DETAILS FOR LOCATIONS. 18 GA. OR LESS METAL TO CONCRETE SHALL BE POWDER ACTUATED FASTENERS WITH SHANK .2" 0 MIN. AND 1 1/2" EMBEDMENT. SPACING AS NOTED ON DRAWINGS. 20 GA. METAL TO CONCRETE SHALL BE POWDER ACTUATED FASTENERS #10-1" RAM SET #1508 POWDER PIN ANCHORS. SPACING AS NOTED ON DRAWINGS. 20 GA. METAL TO WOOD CONNECTIONS SHALL BE 1 1/4" TYPE S, BUGLEHEAD SCREWS, MIN. 3 PER CONNECTION. ,�--3 5/8" 20 GAUGE STUDS ANCHORED WITH TRACK ON BOTH ENDS, MAXIMUM ¢ 24" O.C. Min 3 BRACES REQUIRED. CONTINUOUS 3 5/8" 20 GA. METAL TRACK WITH 2- #10-16 SCREWS 0 TO EACH STUD IN WALL 20 GA. CONT. RUNNING SEE SHEET A3 FLOOR TRACK WITH #10 1" VOID FOR WALL TYPE RAM SET #1508 POWDER AND LOCATION PIN ANCHORS @16" O.C. LARK - 22668 r-- FINISH FLOOR NOTE: NON -RATED 3/3 WALL TO CEILING Q # 12 WIRE SLOPING 045' IN EACH DIRECTION MAX 48" O.C. BUILDING STRUCTURE: (VERIFY) f "TEE" GRID AND #12 SUPPORT WIRE PROVIDE JMOLD ON TOP OF GYP. BD. (TYP.) 20 GA CONTINUOUS CEILING TRACK FASTEN TO CEILING GRID AT EACH CROSSING OR 024" O.C. WITH SHEET METAL SCREWS 20 GA. CONT. RUNNING FLOOR TRACK WITH #10 1" RAM SET #1508 POWDER PIN ANCHORS 016" O.C. LARR - 22668 BUILDING STRUCTURE (VERIFY) 3/8" DIA. BOLTS WITH WASHERS AND NUTS 20 GA. CONTINUOUS STEEL TRACK BOLT THROUGH BARS WITH %" DIA. BOLTS AND B)W\'\� WASHERS @ 4'-0" O.C. ni �n.ruanvv�Ynt.. V(V1UIiYv 1 V RUNNER WITH MIN, 2" A MECHANICAL FASTENERS (#8 TECH. SCREWS) AT EACH DIAGONAL MEMBER. 3/8" DIA. BOLT WITH AND NUTS, TYP. AT Ej OR MAX 4'-O.C. CONTINUOUS SLOTTED TRACK, SLIP TRACK, 3 WIDE 20 GA, STEEL W 1/2" LEGS. #6 - 1/2" LONG WAc SD SCREW. g MECHANICALLY ATTACH EACH DIAGONAL BRACE WITH MIN OF 3-#8 TECH SCREWS. -CUT CLG. CEILING GRID WALL ANGLE GRID ON C PROVIDE 2" HORIZONTAL LEG EACH SIDE WHERE SEISMIC CONDITIONS EXIST. OF WALL. MOTE — MODIFY CEILING FOR WALL PER DETAIL AND REINSTALL EXISTING CEILING TO LIKE NEW CONDITION. WALL PERPENDICULAR TO STRUCTURE BUILDING STRUCTURE (VERIFY) Fj CEILING AS SCHEDULED 3 5/8" 20 GA. METAL STUDS 016" O.C. ICBO #4943P ASTM A8653, r C645 LARR 24923, 5/8" FIRE RATED GYPSUM BOARD BOTH SIDES INSTALL GYP. BD. WITH STAGGERED JOINTS BOTH VERTICAL AND HORIZONTAL (MIN. 48" VERTICAL AND 48" HORIZONTAL) GYP. BD. FASTENERS TO BE 1" TYPE S, DRY WALL SCREWS @8" O.C. AT ALL GYP BD — EDGES AND 012" O.C. AT INTERMEDIATE - STUD. FINISH FLOOR ----- 3/8" DIA. BOLTS WITH WASHERS AND NUTS. 3 5/8" 20 GA. CONTINUOUS TRACK METAL TRACK BLOCKING BOLT TO BOTTOM CHORD OF JOIST WITH 3/8" BOLTS MOUNTED TO JOIST, MECHANICAY ATTACHED WITH 3/8" DIA. BOLTS & WASHERS 4'-0" O.C. (FIELD VERIFY) MTL. TRACK BLOCKING BOLT TO BOTTOM CHORD OF JOIST WITH 3/8" DIA. BOLTS -ALTERNATING 3 5/8" 20 GA 45` BRACING ® 48" O.C. SOLID 20 GA. METAL TRACK BLOCKING (TYP.) 20 GA. CONT. RUNNING FLOOR TRACK WITH #10 1" RAM SET #1508 POWDER PIN ANCHORS 016" O.C. LARR - 22668 WALL PARALLEL TO STRUCTURE FLOOR TO STRUCTURE WALL NS d N Gl N 0) w w z O J Lti I-- � Ld 3: � H Wt° tW I� 2 STORE NO: 01-3579 PROD. NO: 29591 STORE TYPE: RELOl M CONS. TYPE: SLW LOCATION: STRIP, ARCH. DRAWN BY: SS AG R MLS ARCH. CHECKED BY: CLAUDE DUSING ENG. DRAWN BY: ABEL GODDARD ENG. CHECKED BY: CLAUDE DUSING DATE: AUGUST 10, 2005 REVISIONS: L LANDLORDCOMMENTS FORD SHEET A6��^ 1 NO. 7 OF 15 I a C-4 In co :3 C) 0 co LnA CL 0 ul) ! . a rn 000 fn fn 0 ko 04 Q) LZ Ill I Ir I� 1�q SCAM 3/4"=1'-0' WALL STANDARDS, SHELF BRACKETS AND SHELVING BY RS PART NUMBER STKO52. (NOM) SEE SHEET A3 FOR LOCATION AN REQUIRED LEI I J. ' 81 1 'P/R'E'FINISHED IHITE PEGBOARD. 1 1 x 2 TOP AND BOTTOM .... . ..... : .... . ............................ ...... ....... **­ ........... ; ............... :: I: ....... .... ! ....... ::::::: ...... ..... r .............. ............... .............. ;;—1 x 2 24" D.C. ATTACH . . . PEGBOARD TO 1 x 2 Wfl ................. ........... ........ ....... ..... 3/4- #8 SD. WAFER HEM SCREWS 0 12" O.C. MAI ..... ....... t ....... ...................... ...... ....... ....... ....... ............. ............. ............... ....... 13: r............. ....... .... .............. ....... 1-1 ...... ....... ............... ::::: ....... # ****..* 44*­* 4*wA*�&*­44*0 .00KING MINIMUM OF ONE WALL STUD LL STANDARD. (TYP.) WIREMOLD 48" x 24" SHELF* BY RS INSTALLED BY GC WALL STANDARDS BY RS INSTALLED BY GC 16" x 24" SHELF* BY RS INSTALLED BY GC 12" x 24" SHELF* BY RS INSTALLED BY GC 10" x 24" SHELF* BY RS INSTALLED BY GC LOW VOLTAGE TERMINATION BLOCK (PATCH PANEL) BY TT. NOT USED ON C3U OR TECH STORES FILE CABINET (F.33) MANAGERS DESK (Il WITH PENCIL DRAWER. GC SHALL INSTALL PENCIL DRAWER. 1 x 2 MECHANICALLY ATTACHED TO STUD W/ #10 SD WAFER 7E HEAD SCREWS 0 12" O.C. TEMPERED PRE FINISHED WHITE PEGBOARD ........ ....... 1. ,—NOTE: REPLACE 1 x 2 WITH :I: ...... ...... I x 4 AT JOINT WHEN ............ ..... ADDING ADDITIONAL PANELS. ......... . ........... ......................... ...... ........... ...... A CENTERLINE OF MTL. Sluu 0 16" O.C. (TYP.). W/ 5/8" GYP. BD, SCALE 3/4"=1'-O" STUD A ---o 4' x 8' x 1/4" 1-2 MECHANICALLY ATTACHED TO TEMPERED PRE FINISHED] STUD W/ #10 SD WAFER HEAD WHITE PEGBOARD SCREWS 0 12" O.C. GYP'BD I- O It It It 4' x 8' x 1/4' 1 x2 MECHANICALLY ATTACHED TO TEMPERED PRE FINISHED STUD W1 #10 SD WAFER HEAD WHITE PEGBOARD SCREWS 0 12" O.C. FINISHED FLOOR T:-STUD GYPfBDJ 16" O.C. O TYPE -S", 3/4- LONG. 3/4- PLYWOOD SHELF (PAINT P3) ANCHORD TO EACH 1'-0" SHELF BRACKET. /111-1 1/2" HARDWOOD EDGING CONTINUOUS. PAINT SIGN 06*-0" O.C. ON WALL BELOW SHELF 1" HIGH LETTERING MIN. SHELVING FOR LIGHTWEIGHT STORAGE & EMPTY BOXES. DO NOT HANG ANYTHING FROM BRACKETS, 0 10" MIN. HEAVY DUTY SHELF BRACKET 0 24" O.C. MAX. ANCHORED INTO STUDS PAINT (P3). #6 SDS, 1 1/2" LONG (EACH STUD). GYP. BD./METAL STUD WALL, SEE SHEET A3 FOR WALL TYPE. NOTE: PAINT SHELF AND BIRACKIE7, P2. TOILET ROOM SHELF DETAIL SCALE- 1 1/2f'=1'-O" THE GC SHALL PROVIDE AND n INSTALL PROJECTING SIGNS WITH THE WORDS "FIRE EXTINGUISHER" AND THE CORRESPONDING SYMBOLS, OR APPROVED EQUAL. (#1L-17409 FROM LAB SAFETY. PHONE #1-800-356-0783). BOTTOM OF SIGN SHALL BE MOUNTED AT HEIGHT OF 6'-8- AFF. DIRECT ACCESS TO THE "FIRE EXTINGUISHER" SHALL NOT BE OBSTRUCTED. 3 FIRE EXTINGUISHER MOUNTING DETAIL AT SCALE: 1/2"=1'-O" u r.M (o 0 (o 0) -7 1 0 V1, mi I cm (00 TIM j • w MCA uj X A w 0 otp 00 7. W olim UA 0 00 1 U. cc 0 o I- CL rn uj < z z Ld rr_ Li 3t Q Q LLJ UJ uj w :1 Z 0 0 > wl LJJ C) n C) [STORE NO: 01-357 IPROJ. NO: ' 00036084 ISTORE TYPE: RELO CONS, TYPE: SLW LOCATION: STRIP ARCH. DRAWN BY: SS/AGZTR/MLS ARCH, CHECKED BY: CLAUDE DUSING ENG. DRAWN BY: ABEL GODDARD ENG. CHECKED BY: CLAUDE DUSING DATE IIGUST 10, 200 REVISIONS: I IT - FIXTURE LAYOUT SCALE : 1 /4" = 1 ' -- O" ZIP ZAPS COMPUTER BOARDS & XMODS /PROIECT¢BOXES ACCESS. 71257 BULK ANTENNA WIRE SAFETY & MOUNTS 73080 AUTO. NETWORK ?3� 430 [-] 85�� 19� THE CONTRACTOR SHALL PROVIDE AND INSTALL IN TWO OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE. EACH NOT LESS THAN 50 SQ. INCHES IN AREA SHOWING THE MAXIMUM PERMISSIBLE UNIT SHELF LOAD OF 100 POUNDS PER SHELF. ROLLM STOMGE SHELVING UNITS F- w D cn z o 0 x x w t>r c0 80 O_ i ZZ x X W `'� _.Jw Li «o �o T �a- oa_ RUN # 1 w 1 1 7 2 14 RUN # 2 1 1 7 2 14 RUN # 3 1 1 7 2 14 RUN # 4 1 1 7 2 14 RUN # 5 4 :2 �rir 1 1 7 2 14 RUN # 6 1 1 7 2 14 RUN # 7 1 1 7 1 2 14 RUN # $ 7 2 14 THE CONTRACTOR SHALL PROVIDE A PERMANENT PLAQUE NOT LESS THAN 50 SO, IN, IN COMPLIANCE WITH CBG 2222.5 STATING THE MAXIMUM PERMISSIBLE UNIT LOAD PER SHELF- 100 LBS. 4 PLAQUES REQ. MOUNTED TO END OF SHELVING RUNS #1,3,5 AND 7 ON EACH ROLLING SHELF UNIT. FIXED STORAGE SHELVING UNITS w r V) 00 OD Q 2 C�7 O x x 10 o) 00 � '�$ a (1) ::)z :)Z x x 0� > � �x La Ll 0W CK �_ x CV U V) o - Q 112 CL RUN # 9 4 Y 7 3 21 RUN # 10 O Y 7 1 7 RUN # 11 O Y 7 1 7 RUN # 12 O Y 7 1 5 35 RUN # 13 O Y J7 2 14 COLORED PAIL. LEGEND WALL SYSTEM- GREEN FLOOR FIXTURES-- BLUE SPRINT/VERIZON- PURPLE oe el - FIXTURE LEGEND FIX. NO. FIXTURE DESCRIPTION (WIDTH X HEIGHT WHERE APP.) STOCK NO. DISPLAY F.1 CASHWRAP K6 CABINETS SFX 305 C. L, R 2 Mill F.2 54" GONDOLA COMPLETE 48" W SFX 308 F.3 GONDOLA ENDCAP SFX 307 F.4 PERFORATED SLOTWALL ENDCAP SFX 311 F.5 CASHWRAP LEFT CABINET VZ CASH DRAWER SFX 305L F.6 FREESTANDING BASE w CASTERS PARTS DRAWERS SFX 054 F.7 "A" PARTS DRAWER PACKAGE; SFX 102 8 F.8 ENDCAP COMPAQ SHELF ASSEMBLY CPO 304 F.9 BATTERY CENTER SPINNER PWZ 118 A F.10 COMPUTER SHROUD SFX 410 F.11 CASHWRAP CENTER CABINET HANDICAP SFX 305C F.12 96" POST KIPERIMETER SYSTEM 2 PK. WSY 201 F.13 CASHWRAP CANOPY SIGN CLT 008 F.14 CASHWRAP RIGHT CABINET SFX 305R F.15 CURVED GRAPHICS HOLDER CEILING HUNG CLT 009 F.16 14"-20" TV MOUNT SLP 016 F.17 20"-30" TV MOUNT SLP 024 F.18 MALL ACCENT CARPET TILE FLT 012 F.18A TEA LEAVES CARPET TILE FLT 011 F.19 ENTRY VINYL TILE FLT 013 F.20 ANTI -FATIGUE MAT 2'x3' GREY FLT 015 F.21 IGO PWZ 118E F.22 "C" PARTS DRAWER PACKAGE SFX 053 4 STOCKROOM F.29 MANAGERS DESK 3Ox6O L PENCIL DRAWER STK 037 038 F.30 TASK CHAIR W ARMS BLACK STK 035 036 F.33 4 DRAWER FILE CABINET BLACK STK 040 F.48 24" X 34" LEXAN KICK PLATE STK 042 F.85 12' ROLLING SHELVES STK 005 F.86 16' ROLLING SHELVES STK 006 F.87 SECURITY CAGE STK 045 F.88 FIRE EXTINGUISHER 4A 8OB,C -- 10# MIN. STK 039 I SECMTY DISPLAY NOTE I VERIFY IN -STORE'S EXISTING CONDITIONS FOR DIGITAL CAMERA SECTION. ONE UNIVERSAL (SECURITY) DISPLAY IS THE TYPICAL. TWO UNIVERSAL (SECURITY) DISPLAYS ARE THE MAXIMUM COUNT. IF THE SECOND DISPLAY NEEDS TO BE ORDERED, YOU MUST HAVE DM APPROVAL PRIOR TO ORDER. ORDER FROM RADJOSHACK STORE FIXTURES (RSSF). o c~�t LL N rn w tz z M L UU o UJ 2 ¢ Z {n w 1W- Z � Li.3 Q CL' z C.) + STORE NO: 01-3579 PROD. NO: 29591i STORE TYPE: RELO CONS. TYPE: SLW LOCATION: STRIP ARCH. DRAWN BY: SS AG R MLS ARCH. CHECKED BY: CLAUDE DUSING ENG. DRAWN BY: ABEL GODDARD ENG. CHECKED BY: � CLAUDE DUSING DATE: AUGUST 10, 2005 REVISIONS: LANDLORD 9N-B12 R2005MFORDS CITY COMMENTS 2 09--(o-2005 FORD SI IEET FL1 NO. 9 OF 15 1 4'-0" EXISTING J -.d& j *$OF EXISTING O IVE GRID P L i T ADD NEW 2'-O" GRID T-GRID BETWEEN NOTE: OMIT A LER HEADS 4'-0" GRID SPACING SECTION 0 DECORATIVE PANEL (FOR 2X4 CL.G. SYSTEM) � SCALE: 3" = 1'-O" G1 HANGER WIRE NOT TO EXCEED 6' CROSS RUNNER 8" MAX SPLAY BRACE WIRE OR 4' LENGTH 1/2" MAIN RUNNER ACOUSTICAL PANEL CONT. HORIZ. STRUT TO PREVENT SPREADING OF RUNNERS WALL TRIM HANGER WIRE ALLOW. TENSION NATIONAL ROLLING MILLS ##12 170# ML--5000 WITH DOUBLE 11 225# LOCK TAB SYSTEM 10 300# ICBO #3350 SUSPENDED CELINGi DETALL. AT WALL 5 NOT TO SCALE COMPRESSION STRUT WITH # 10 SMS EA. END, 1 /2"0 EMT 04FT MAX. 314.0 EMT 06FT MAX. 1 0 EMT 08FT MAX. � PROVIDE 0 12'-0" O/C EACH WAY. ! # II VERTICAL HANGER: -i WIRE 0 48" O/C. I I 45* iEISMIC CUP �Ir CROSS RUNNER---- -- Q 24" O/C MAX. * PROVIDE PERIMETER 12 GA. WIRES 8" FROM WALLS (TYP) SEISMIC TEE GM BRACLNG NOT TO SCALE ROOF OR FLOOR STRUCTURE FLATTEN ENDS SPLAY WIRES TYPICAL OF 4© 12'-0" O/C. - MAIN RUNNER 0 4'-0" O/C MAX. L% BUILDING STRUCTURE - — -� (VERIFY) _ 6'--0" STABILIZER BRACKET WITH 3 #10 WIRES 0 45' ANCHOR TO STRUCTURE. 11001ZIsm IT, 1:40= via CEILING AS SCHEDULED -- ESCUTCHEON FLANGE. TV MATCH T-GRID COLOR ADJUSTABLE YOKE CEILING MOUNT WITH SAFETY STRAP PLASMA TV (USE IF SHOWN I^ , ON A2, A3) 1 L- J zm 0 a. to - FINISH FLOOR------,-�.___ SPLAY BRAS 0 NOT TO SCALE SEISMIC LOCKING PIN HANGER WIRE MAIN RUNNER ` CROSS RUNNER LOCKING CUP TO FASTEN CROSS RUNNER TO MAIN RUNNER SPLICES AND INTERSECTIONS OF RUNNERS SHALL BE ATTACHED WITH MECHANICAL INTERLOCKING CONNECTORS SUCH AS POP RIVETS, SCREWS, PINS, PLATES WITH BENT TABS, OR OTHER APPROVED CONNECTORS. DESIGN CONNECTORS FOR 2 X DESIGN LOAD OR ULTIMATE AXIAL TENSION OR COMPRESSION (MINIMUM 60 LBS) LOCKM MV DETALL S NOT TO SCALE ---vo " EX CEILIN+ 1-0^ 'I12 GA. VERTICAL HANGER WIRE �T 4'-0" O.C. TURNS MIN. IN -1 /2" TYP. SPLAY WIRE BRACING PLANE OF MAIN RUNNER. _L WIRES ATTACHED TO MAIN JNNER. 4 DIRECTIONS =Zicpwp ROSS RUNNER =ZICpwp THERE Cp = 0.3 ip = TRIBUTARY AREA x WEIGH OF CEILING (4# MIN.) PUCE ..IA#N RUNNER M 1. EXISTING 2'x4' TEE GRID, TILES AND 2'x4' LIGHTS. GC SHALL ADJUST LIGHTING PER PLANS. GC AN I ID AND UT 2. NON D IGHTI E ANELR INSERTSAND 3. EXISTING GYP. BOARD CEILINGS. NO WORK IN THIS AREA. 4' METAL TRUSS FIELD VERIFY 1 5/8"X 1 5/8"-GA 3/8" MACHINE BOLT UNISTRUT P1000 WHERE SPAN IS 84" OR LESS. WITH WASHER HOLE PATTERN HS 1 5/8"X 1 5/8"--GA UNISTRUT P1001 WHERE 4-1/4" BOLTS SPAN IS 84" TO 192". HOLE PATTERN HS WITH LOCK WASHER 1 5/8" x 1 5/8" 12 GA UNISTRUT Pi0O0 SLIDING FLANGE, SUPPLIED BY IRS (SPAN UP TO 84") COUPLING FLANGE, T�� PIPE SUPPORT SUPPLIED BY RS WASHER, LOCK WASHER AND NUT !"�TRUT HANGNG BRACKET DETAL S r LUSTRUT CONNECTION TO TRUSS DETAIL 4' SCALE: NTS , ) SCALE: NTS G1 SPRVGQJM NOTES 1. RADIOSHACK SHALL REUSE THE EXISTING SPRINKLER SYSTEM. CONTRACTOR SHALL MAKE ADJUSTMENTS AS REQUIRED. THE GENERAL CONTRACTOR SHALL SUBMIT PROPER SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR FIRE DEPARTMENT APPROVAL PRIOR TO INITIATING ANY ALTERATIONS, AND OBTAIN ALL APPROPRIATE LOCAL, STATE AND FEDERAL PERMITS. SUBMITTALS TO BUILDING DEPARTMENT SHALL INCLUDE DESIGN FOR ALL MAINS, SUB PIPES, AND HEADS IN PLAN VIEW SHOWING THE BUILDING STRUCTURAL MEMBERS AND ALL POINTS OF HANGER ATTACHMENTS FOR A COMPLETE INSTALLATION. ALL SPRINKLER LINES SHALL BE ABOVE CEILING. 2. THE FPC (SPRINKLER) IS RESPONSIBLE FOR CONSTRUCTION AND / OR MODIFICATION OF SPRINKLER SYSTEM. FPC SHALL BE RESPONSIBLE FOR PREPARING REQUIRED SHOP DRAWINGS AND SUBMITTING TO GOVERNING AUTHORITY AND LANDLORD FOR APPROVAL PRIOR TO THE MODIFICATION OR FABRICATION OF THE SPRINKLER SYSTEM A RESPONSIBLE ENGINEER'S WET INK STAMP AND SIGNATURE APPROVING THE SYSTEMS SUPPORT LOCATIONS SHALL BE ON ALL DOCUMENTS SUBMITTED UPON APPROVAL AND BEFORE INSTALLATION, FPC SHALL FORWARD ONE (1) REPRODUCIBLE SEPIA OF THE APPROVED DRAWINGS TO RADIOSHACK DESIGN & STORE PLANNING FOR RECORD. SEE SCHEDULE OF RESPONSIBILITIES ON SHEET ME1. SYMBOL LEGEND NOT Ail SYN IN" ARE USED SYMBOL DESCRIPTION '-�OTIDf&AawEEDED. EL INSERT, GC ADDITIONAL "T" CEILING SIGNAGE FRAMES 2'x4' LIGHT 2'x2' LIGHT DOWN SPOT LIGHT LIGHT FAN FAN FAN ElRETURN AIR GRILLE SUPPLY AIR DIFFUSER TL TOILET LIGHT HEM EMERGENGY LIGHT 4) EXIT LIGHTS ==0== 4'--0" STRIP LIGHT TV SUPPORT ROD CEILING OUTLET (WHITE) * SPRINKLER # I WALL SYSTEM HEADER i • `.o LL 0 (o .J Im m cc 0 Jtfl(o C wQ Xco >I 0E- zco W 0. ow 0 0 in cc ... 0 o N CL hs w Li >< < 2 a cti 0. 0 m Q IW- H 5u.j L CK � W tJ) 0Ld totI V<)U STORE NO: 01-357s PROJ. NO: 29591 STORE TYPE: RELO CONS. TYPE: SLW LOCATION: STRIP ARCH. DRAWN BY: SSaG/TR/MLS =H-ECKED BY: CLAUDE DUSING ENG. DRAWN BY. ABEL GODDARDJ ENG. CHECKED BY 11 CLAUDE . DUSING DATE: AUGUST 10, 2005 REVISIONS: L? S 09-1 OR200COMMENTS FS SHEET (NO. 10 4F 15 RASTER DOC. REV. 151 O1 m g CERTIFICATE OF COMPLIANCE CERTIFICATE OF COMPLIANCE (Part 1 of 2) LTG-1 PROJECT NAME RADIOSHACK STORE NO. 01-3579 DATE 8105/05 PROJECT ADDRESS RIVERVIEW WEST MARKETPLACE, 3760 W. MACFADDEN AVE., SANTA ANA, CA. 92704 Building Permit# PRINCIPAL DESIGNER -LIGHTING THOMAS A. PIRTLE III TELEPHONE (817) 415-3436 DOCUMENTATION AUTHOR SCARIA JOSEPH TELEPHONE () 41 -2640 Checked bylDate Enforcement Agency Use GENERAL INFORMATION ! DATE OF PLANS BUILDING CONDITIONED FLUOR AREA 2849 SQUARE FEET CLIMATE ZONE BUILDING TYPE NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL ® HOTEUMOTEL GUEST ROOM PHASE OF CONSTRUCTION ❑ NEW CONSTRUCTION ❑ ADDITION 0 ALTERATION ❑ UNCONDITIONED (file affidavit) METHOD OF LIGHTING COMPLIANCE ❑ COMPLETE BLDG. ❑ AREA CATEGORY ❑X TAILORED ❑ PERFORMANCE STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications need to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR SIGNATURE DATE SCARIA JOSEPH The Principal Lighting Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the lighting requirements contained in the applicable parts of Sections 110, 119, 130 through 132, 146, and 149 of Title 24, Part 6. Please check one: ® I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that i am licensed in the State of California as a civil engineer or electrical engineer, or I am a licensed architect. ❑ 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. ❑ ) affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. (These sections of the Business and ProfessionslCode Are printed in full in the Nonresidential Manual.) PRINCIPA T G E GN R-NAME DON RENN 2 SIGNATURE DATE L-Ji{ + LEG.# LIGHTING MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures E-2 INSTRUCTIONS TO APPLICANT ___ _...__._ _. _._.__......_. _ _ .._...._._ _ ...... _.......... _._ For Detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. LTG-9: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. L TG-2: Required for all submittals. LTG-3: Optional. Use only if lighting control credits are taken. LTG-4/LTG-5: Optional. Use only if Tailored Method is used. Nonresidential Compliance Forms March 2000A TAILORED LPD SUMMARY and WORKSHEET (Part 1 of 3) LTG-4 PROJECT NAME RADIOSHACK STORE NO. 01-3579 DATE 8/05/05 TAILORED LPD SUMMARY 1. Watts for Illuminance Categories A-D (from column G below) 4874 -� WATTS 2. Watts for Illuminance Categories E:1.(from LTG-4 Part 2) I> 980 - � WATTS 3. Watts for Display1ighting (from LTG-4 Parts 2 & 3) + (� � } WATTS Public Area Display Sales Feature Sales Feature Wall Floor Display Display 4. Total Allowed Watts (lines 1+2+3) 5854 WATTS TAILORED LPD - Illuminance Categories A, B, C and D and Gross Sales Floor Area El M El El El I ID ROOM NUMBER TASK/ACTIVITY ILLUMINANCE CATEGORY ROOM CAVITY RATIO FLOOR AREA ALLOWED LPD ALLOWED WATTS (E x F) DISPLAY RETAIUSALES GSA - 2259 2.0 4518 STOCKROOM STORAGE D >3.5<7 529 .99 656 OFFICE OFFICE D >7 70 0.7 42.7 TOILET TOILET C >3.5<7 51 0.7 42.7 PAGE TOTAL BUILDING TOTAL 01 2689 4874 2689 4874 Nonresidential Compliance Form sl- WATTS March 2000A ]CERTIFICATE OF COMPLIANCE (Part 2 of 2) LTG-1 PROJECT NAME DATE RADIOSHACK STORE NO. 01-3579 8/05/05 INSTALLED LIGHTING SCHEDULE LAMPS BALLASTS LuFninaire 11 Code LL H CO C3 TYPE DESCRIPTION # Watts Per Lamp TYPE DESCRIPTION # F32T8 4 32 ELECTRONIC 1 F32T8 1 32 MAG EE 1 40W BIAX 1 40 ELECTRONIC - 40W BIAX 1 40 ELECTRONIC 1 imp + 13allast) TOTAL WATTS # Watts 34 114 3876 1 35 35 18 35 1 630 10 35 11 350 SUBTOTAL FROM THIS PAGE 5271 BUILDING TOTAL _ 5271� LESS CONTROL CREDIT WATTS (From LTG-3) ADJUSTED ACTUAL WATTS 5271 MANDATO Y AUTOMATIC CONTROLS CONTROL LOCATION (Room #) CONTROL IDENTIFICATION CONTROL TYPE Auto Time Switch, Exterior, etc.) SPACE CONTROLLED NOTE TO FIELD DISPLAY ETS AUTO TIME SWITCH ENTIRE SPACE STOCKROOM ETSI$ AUTO TIME/ON-OFF SWITCH ENTIRE SPACE OFFICE ETSI$ AUTO TIME/ON-OFF SWITCH ENTIRE SPACE HALLWAY ETS AUTO TIME ENTIRE SPACE TOILET ETS/$ AUTO TIME/ON-OFF SWITCH ENTIRE SPACE a TROLS FOR CREDIT CONTROL LOCATION (Room # or Dwg. #) CONTROL IDENTIFICATION CONTROL TYPE (Occupant, Daylight, Dimming, etc.) LUMINAIRES CONTROLLED NOTE TO FIELD TYPE # OF LUMINAIRES NOTES TO FIELD - For Building Department Use Only Nonresidential Compliance Form March 2000A TAILORED LPD SUMMARY and WORKSHEET (Part 2 of 3) LTG-4 PROJECT NAME DATE RADIOSHACK STORE NO. 01-3579 8/05/05 TAILORED LPD - Illuminance Categories E, F, G, H, I and Gross Sales Wall Area ALLOTTED WATTS DESIGN WATTS ALLOWED WATTS (Min. G or K) TASK AREA (sf} ALLOWED LPD ALLOTTED WATTS (E x F) LUMIN. CODE OTY. WATTS/ LUMIN. DESIGN WATTS (I x J) _ TASK / ACTIVITY Ilium. Cat. l2CR (If E) Notes* GSWA G 840 2.0 1680 C3 10 35 350 350 Co 18 35 630 630 PAGE TOTAL * Enter Mounting Height or Throw Distance if applicable. BUILDING TOTAL ggq 980 ♦„ LPD i Public t Area i IO I01 ill II E] EI Idl fill 'J IDi THROW MOLfNT. TASK / ACTIVITY DISTANCE HEIGHT ALLOTTED WATTS DESIGN WATTS TASK AREA (sfl ALLOWED LPD ALLOTTED WATTS (D x E) LUMIN. CODE OTY. WATTS/ LUMIN. DESIGN WATTS (H x l) ALLOWED WATTS (Min. F orJ) SF TOTAL TOTAL AREA PUBLIC DISPLAYS LIGHTING COMPLIANCE SUMMARY LTG-2 PROJECT NAME DATE RADIOSHACK STORE NO.01-3579 8/p5/05 ACTUAL LIGHTING POWER LUMINAIRE DESCRIPTION NUMBER OF WATTS PER LUMINAIRE CEC DEFAULT? TOTAL NAME LUMINAIRES (Including Ballast) Y N WATTS LL 2' X 4' FLUOR. FIXTURE. 34 114 ❑X ❑ 3876 H 4' FLUOR. FIXTURE 1 35 ® ❑ 35 CO 2' WALL WASHER- SLAVE 18 35 ❑ 0 630 C3 .2' WALL WASHER - MASTER 10 35 ® 0 $50 E3 13 0 13 ® 13 SUBTOTAL FROM THIS PAGE L5271 If not using the CEC Default value, please provide PLUS SUBTOTAL FROM CONTINUATION PAGE 5271 supporting documentation. LESS CONTROL CREDIT WATTS (From LTG-3) ADJUSTED ACTUAL WATTS 5271---] ALLOWED LIGHTING POWER (Choose One Method) #MPLETE BUILDINGMETHOD WATTS COMPLETE ALLOWED BUILDING CATEGORY (From § 146(b) Table 1-M) PER SF BLDG. AREA WATTS AREA CATEGORY METHOD AREA CATEGORY (From § 146(b) Table 1-N) WATTS AREA ALLOWED PER SF (SF) WATTS TOTALS AREA WATTS TAILORED METHOD TOTAL ALLOWED WATTS 6024 (From LTG-4, or from Computer Run) Nonresidential Compliance Form March 2000A ROOM CAVITY RATIO WORKSHEET (RCR> 3.5) LTG-5 PROJECT NAME RADiOSHACK STORE NO. 01-3579 FOR ENFORCEMENT AGENCY USE ONLY DOCUMENTATION AUTHOR DATE SCARIA JOSEPH 8/5105 PLAN CHECKED BY DATE RECTANGULAR SPACES 0 D 9 9 E Ff I Room Number Task/Activity Description Room Length (L) Room Width (W) Room Cavity Height (H) Room Cay. Ratio 5 x H x (L+W) / (L x W) HALLWAY HALLWAY 6.76 16.0' 8.5' &95 TOILET TOILET 6.5' 8'a 5.5' 7.82 NON -RECTANGULAR SPACES L"_:.J ® K F21 ff] t- r Room Number Task/Activity Description Room Area (A) Room Perimeter (P) Room Cavity Height (H) Room Cay. Ratio 2.5 x H x P /A OFFICE OFFICE 70 35 8.6 10.63 STOCKROOM STOCKROOM 428 89.5 8.6 4.44 WATTS PLANE OF PUBLIC DISPLAY AREA x 0.1 = MAXIMUM AREA PUBLIC DISPLAYS (SF) Nonresidential Compliance Form Nonresidential Compliance Form March 2000A March 2000A to VZO a. w a y a Q z I 3 v 7 ¢ ~ W i'� W` W d C- z 0 � t1 EQn I Ca STORE NO: 01-3579 PROD. NO: 29591 STORE TYPE: RELO CONS. !TYPE: SLW CATION: STRIP ARCH. DRAWN B SS/AC%TR/MLS ARCH. CHECKED BY- CLAUDE DUSING1 j ENG. DRAWN B �1 ABEL GODDARD ENG. CHECKED BY: CLAUDE DUSING DATE: AUGUST 10, 2005 REVISIONS: f 2 D9 2� 2005TS FORD SHEET ELECTRICAL. NO. 15 OF 15 w ate_ U- m v) 15'-11 5/8" 3 5/8" 4'-6" �'-0" 46_2 1/4" 8'-7 5/8', AREA DESCRIPTION SQ.FT. STOREFRONT 0 DISPLAY 2077 STOCKROOM 466 TOILET 62 OFFICE 80 HALL/EXIT CORRIDOR 114 TOTAL SQ. FT. 2799 SQ.FT. MERCK LNEAR FEET TARGET ACTUAL 277.5 L.F. 0 L.F. # POS: 2 # PRINTER(S): 1 CHANDISE N STOCKROOM mER BOARDS CBs & ZIP ZAPS ipRp,JECT BOXES PA & DJ KARAOKE COMM. & XMODS 65034 69710 65042 65015 ACCESS. 71257 BULK ANTENNA WIRE SAFETY & MOUNTS 73080 AUTO. NETWORK 73530 65025 69719 ROLLM SiT(MOE 8m9LVM UNITS w � J z x co 00 z 0 0 X X D oc w w ro ' � X X w Z:) Z=3 =a Ica w <t X a0 00 � a ww a0- R ww RUN # 1 w 1 1 7 2 14 RUN # 2 1 1 7 2 14 RUN # 3 U) 1 1 7 2 14 RUN # 4 z 1 1 7 2 14 RUN # 5 V 1 1 7 2 14 0 RUN # 6 1 1 7 2 14 RUN # 7 1 1 7 2 14 RUN # 8 1 1 7 2 14 dYL—=—�TL _ SERVICES IP ZAPS & XMODS GIFTABLES _ _ _ SIGN _ _ N CLOCKS SHORT WAVE RADIOS & PORTABLE AUDIO;1 e S \G�y 4-�'' POG & ACCESSORIES 65021 LifeWise LifeWise CLOCK h WEATHER RECORDERS 71373 RADIOS 73472 73471 62026 r j6 ��rE PD. 1 �1�12 73M4 & GIFTS 71214 650265 ! 23 z O TELEPHONE ACCESSORIES s a 65016 cn lam. --I-I 7 f ��O i AUDIO EDIA �' 3068 V) r I WIRE & METERS �� M j� WIRE MANAGEMENT MEGA CABLES & TESTERS <Q fI Tl m {P7a328DRAW8��5 Red ( mo9 65051 /WALL PLATES 73086 „ 73066 CL R s SOLDER `'' s r ` ' 73087 F.6 F.7 T iwa F.2 �;oao _1� TOOLS —..--,ADAPTERS 73092 AUDIO 80394 VERIZON 71218 F.03 �( " -4-1 { 73087 ( w CD~ POWER & ACCESSORIES F•' cv Ww 1 73084 •- 03 cr cn o — z (Jj w,hi w I z at 1_ F.3 PANEL5 PANEL4 PANEL3 F.2 ANEL7 PANELS F ANEL9 PANELI0 w --1 SPRINT _ .._ 5'-1" 2'-10" { �3a POWER &ACCESSORIES / 65018 73084 i ELI cn GENERAL ' _ z cwn { VIDEO AMPS &CABLES PURPOSE 1O w Oho_ 70667 BATTERIES CENTER RADIUS •.r...... r.rr.rrr■ .....� ..�� -ern: rr■�. DrJPLAY 1 O —O CLG HT PANELS PANEl4 PANELS PAIdEL2 F.2 ANEL7 PANELS F.2 ANEL9 PANELIO s I CABLES 69721 CALCULATORS./ POCKET TV'Sf I HALL AY ( I I 73059 PD CESS. HOME OFFICE REMOTES & ACCESS. — — — - —{-1-- - m 0 ( 70670 73069 69711 I ( 1 O —O rLGI HT ( I 00 z 1 MEM(SiRY CARTRIDGES �f h _ — — — __._ —1_) __ I_ — I J I — � — _ J 69715 70627 p Cw7 0 FIRE 1 I I — EXTINGU�SHER I I I 1 o W F.88 �'� F 2 G QO°Q"� h dzN m_ �{{-� 25 &©ACCEESS. ANTEN S BOXES •w u a • »ter 69718 73462 73060 73057 O J' 2 FLASHLIGHTS � DIGITAL IMAGING BATTERY 73085 1! %0) I { I 1 y p SPINNER 65025 I A7 >68316 _ 8-0 C G HT 101-0 Lt HT CHAIR CpPT�6sCSSO SIRIUS 00 E SATELLITE SIGN 'TVA icy I 706HTB HOME COMPUTERS RADIO a) L( — � � , T I I 1 DESK 71255 73030 71254 NETWORKING CABLES — — _ _ _ _� FILES �. .- -' F.29 F.33 69720 69683 04 -s 6' 4'-10" '--6 " 7'-10" 8" 14'-7 5/8" 46'-2 1/4" PRELIMINARY FIXTURE L FLOOR PLAN STOMIGE SH L.VM UNITS `x W w z � D u 0000 U Q z o o X 3 X 3 _j ¢ w w 3 M � � Z� Z � X X �� �w ca ca a a w w �... c>r r ce � Q� O� RUN # 9 o Y 7 2 14 RUN # 10 O Y 7 2 14 *RUN # 11 O Y 7 1 7 *RUN # 12 o Y 7 1 7 * SECURITY CAGE 5'-1" 4 2" Ef STORE NO: 01-3579� PROD. NO: 00036084 STORE TYPE: RELo CONS. TYPE: SLW LOCATION: STRIP ARCH. DRAWN BY: TIM REED MLS ARCH. CHECKED BY: CLAUDE DOSING t NG. DRAWN BY: t MIKE HASNI_TONY UY ENG. CHECKED BY: CLAUDE DOSING DATE: S & S DATE REVISIONS: 4q �c SHEET SCALE : 1/4" = 1'-O" 1 /4" 0 BOLT TYP, I,, P � 3/4" i ( { #12 TEKS SCREW t=.07" L=j CdJ O d o z .a o d. o• e a n e: 3/4"x.09" PLATE 2 1 /2" 3» 2 1 /2:, a ,a J •q '. •. '� P e a e �i [ ad •. a •• a �.. � J � j r,,� .a a 44 e a .5 ^ Q "• q• � F�. (2)-1/4"0 ANCHOR BOLTS PER SEAS PLATE 2" EMB. (SEE NOTE NO. 3) COLUMN SECTION 1 BASE PLATE DETAIL 2 "X" BRACING DETAIL 3 SIDE BRACING DETAIL 4 PLUG fi 0 0 WELD 00 �. 10l .54 1 /4,"0 1.5" 1" THICK PLASTIC BRAKE SPACER IF] f f CORNER BRACE i f f -Q• i f f f f I ( f ~ 4 I GUIDE ANTI -TIP & GUIDE CON. PRESS WITH FOOTPER" }S.'•'t,,5tt,.,,;t',,;,, O 5 5r• r,.;• TO SET IN TRACK ANTI -TIP 1/4"0 BOLT ,5;555,5,5f' 1}1555 ..5555't tt SS .h'AVt 4 , TYP. 1 1 8" SCREW ;;tt:'•t:•,,': SHELVING PAST CONNECTED T N ''}h{}h'tt:;}♦ ,. N CEO O CARRIAGE �• PRESS WITH FOOT 1 /4 � TEKS SC �: " : '• .�;"5.,..; WITH (2)-1/4 "0 TEK SCREWS PER POST IN TRACK ANTI -TIP 10 TO RELEASE fi .•r.,,j ;�ti4t• 161 FOOTBRAKE 5't GUIDE fi TYP. (� RUBBER STOP 5`,fJUBBER STOP {}'Ntt15"tt . } .V."t'SY ° TOP SCREW'«;1}�:5r5;;• {y f'~ / MOBILE CARRIAGE J:;; a MOBILE CARRIAG f f BOTTOM SCREWS �} o f T 0 I~ aTOP 2 1 /8" FRONT VIEW SIDE VIEW 5 1 jg" 1 /4" 0 ANCHORS 2" EMB. 24" o.c. (SEE NOTE NO. 3) CARRIAGE AND TRACK ASSEMBLY SECTION A -A SHELVING POST TO CARRIAGE CONN. 5 FOOT BRAKE 6 NOTES: 1—DESIGN OF STEEL STORAGE SHELVING AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE 2001 EDITION 2—STEEL FOR ALL SHAPES FY=36 KSL ASTM A570-85 GR.36 (EXCEPT AS NOTED) 3—ALL ANCHORS HILT[ KWIK BOLT 3 ESR-1385 OR EQUAL (NO SPECIAL INSPECTION REQUIRED) 4—CONCRETE SLAB 5" THICK 2000 PSI, SOIL BEARING CAPACITY 500 PSF 5—STORAGE SHELVING CAPACITY 100 #/ LEVEL 6—ALL SHELVING INSTALLATIONS AND SHELVING MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD of 100 # / LEVEL rem36" 48" 18" 18" 36 48" 24" 1 / Z 3 3 PLACES v v 3 PLACES 00 0 0 1 /4" 0 BOLT d -H 6 w- 2 PLACES - REV. DATE REVISION r, D SIVIO I A ND Oy 412 WEST BROADWAY SUITE #204 GLENQALF, CA 91204 r 4. �Q� NONE DRAWN BY: A.KH. No.CO83524 � * PROJECT: s-18-05 �,: s/so/o7 RADIC.ISHACK CIVIL 04,A`� 3760 W. McFADDEN AVE., SANTA ANA, CA. 92704 FIXED SHELVING SIDE VIEW ROLLING �w�.`� JOB NO. SHEET NO. E LL NG SHELVING SIDE VIE L©z�ER SHELVING DETAiLs RD-99i}2