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4'-0" <br />9M <br />0 <br />V-1011/16' V-1011/16" <br />SIDE ELEVATION <br />2---- <br />BACK ELEVATION n r�lm <br />II II q V it N <br />I= ==j -LL===- _ <br />5'-0" <br />(M ACCESS PANEL <br />PLAN VIEW THROUGH BOTTOM <br />1 ACCESSIBLE TRANSACTION COUNTER <br />A1.2 SCALE:1/2" = V-0" <br />GENERAL NOTES <br />NOTES: <br />1. MATERIAL: 27.Omm [11 LAID UP PARTICLE BOARD COLOR TO MATCH PIONITE IVORY KID LG 1101 SIDE; BACKER 1 <br />SIDE (10-930-1400). <br />2. MATERIAL:19.2mm [3141 MELAMINE PARTICLE BOARD COLOR TO MATCH FUNDER ALMOND 2 SIDES (10-910-0381). <br />3. MATERIAL:19.2mm [3141 MELAMINE PARTICLE BOARD COLOR TO MATCH BLACK 2 SIDES (10-910-0001). <br />4. MATERIAL: 3.Omm x 1-5/16" IVORY KID LG 110 PVC (90-100-0623). <br />5. MATERIAL: 0.5mm x 15/16" ALMOND PVC (90-100-0022). <br />NOTE <br />NOTE <br />1. REFER TO GENERAL NOTES ON SHEET AO.2 FOR ADDITIONAL INFORMATION <br />2. HFT GENERAL CONTRACTOR TO VISIT SITE AND VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING PROPOSALS AND COMMENCING <br />WORK. <br />3. HFT GENERAL CONTRACTOR TO PROVIDE NON-COMBUSTIBLE CEILING AND WALL BLOCKING AS NECESSARY. <br />4. HFT GENERAL CONTRACTOR TO INSTALL POWER POLES FOR CASH WRAPS. LOCATIONS INDICATED ON PLAN. PRIOR TO INSTALLATION <br />COORDINATE WITH FIXTURE FABRICATOR. <br />5. HFT GENERAL CONTRACTOR TO FIELD SURVEY AND COORDINATE ACCESS OF ALL MILLWORK WITH HARBOR FREIGHT TOOLS OPERATIONS <br />/ STORE DESIGN. <br />6. HFT GENERAL CONTRACTOR AND FIXTURE FABRICATOR TO COORDINATE WITH APPROVED FIXTURE DRAWINGS. <br />7. HFT GENERAL CONTRACTOR TO COORDINATE WITH THE HARBOR FREIGHT TOOLS CONSTRUCTION MANAGER FOR NEW FIXTURE DROP <br />LOCATIONS, TYPES, AND QUANTITIES. <br />8. ONLY GRAPHIC REPRESENTATIONS OF FIXTURES ARE SHOWN. ALL DIMENSIONS ARE APPROXIMATE. COORDINATE WITH FIXTURE <br />DESIGNER AND FOLLOW ALL GOVERNING CODES FOR FINAL LOCATIONS AND PLACEMENT. <br />9. FIXTURE INSTALLER TO ADJUST FIXTURE LAYOUT AS REQUIRED TO PROVIDE 44" CLEAR PAST ANY COLUMN U.N.O. <br />DISCC <br />ELEC. <br />AG RACK <br />IOT INCLUDED. <br />10 SCREWS READ <br />NOTE #4 <br />TOP ED( <br />#3 <br />NOTE #5 <br />EDGES <br />NOTE #2 <br />INTERIOR <br />NOTE 112 TAPE HARDWARE BAG INSIDE <br />OTE #3 <br />ISOMETRIC VIEW <br />FIXTURE <br />PLAN KEY <br />SYMBOL <br />DESCRIPTION <br />HEIGHT <br />AW <br />ADVERTISING 4 WAY <br />4'-0" A.F.F. <br />AF <br />ADVERTISING FLAT <br />0'-0" A.F.F. <br />G <br />GONDOLA <br />T-0" A.F.F. (Consider all unmarked <br />fixtures to be Gondola's) <br />D <br />DOUBLE TABLE <br />V-9" A.F.F. - T-6" A.F.F. <br />S <br />SINGLE TABLE <br />T-6" A.F.F. <br />F <br />FLAT DISPLAY MAT <br />0'-0" A.F.F. <br />MM <br />MOBILE MERCHANDISERS 4'-10" A.F.F. <br />LS <br />LOW SINGLE TABLE <br />T-0" A.F.F. <br />HS <br />HIGH SINGLE TABLE <br />2'-6' A.F.F. <br />XP <br />EXTENDED PEG PANEL <br />T-0" A.F.F. <br />PT <br />POWER TOOL DISPLAY <br />T-0" A.F.F. <br />AT <br />AIR TOOL DISPLAY <br />T-0" A.F.F. <br />AXE <br />AXE RACK DISPLAY <br />T-0" A.F.F. <br />MPR MOTOR/ PUMP RACK 7'-0" A.F.F. <br />B BOX STOCK ON DISPLAY FLAT <br />M1000, <br />ROOM <br />�ffp <br />T <br />0 <br />NOTES: <br />HFT TO PROVIDE AND GENERAL CONTRACTOR TO INSTALL CHARGER, WATER TANK AND EYEWASH <br />STATION. CHARGER TO BE HARDWIRED. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. <br />FORKLIFT FORKLIFT EYE -WASH <br />CHARGING STATION WATER TANK STATION <br />FORKLIFT CHARGER AND EYEWASH STATION ELEV. <br />SCALE: 1 /2" = V-0" <br />ACCY 16R WINCH] HOISTS 20R <br />v <br />400 SERIES FIXTURE PLAN KEY NOTES <br />401. 10 LB. ABC, CLASS 2A-10BC WALL MOUNTED FIRE EXTINGUISHER PER CODE. FIRE EXTINGUISHERS LOCATED TO PROVIDE MAXIMUM <br />FLOOR AREA PER UNIT OF 3,000 S.F. AND A MAXIMUM TRAVEL DISTANCE OF 75' AS SHOWN. CONTRACTOR TO VERIFY FINAL <br />LOCATIONS WITH FIRE MARSHAL. <br />402. FRONT/BACK OF HOUSE FIXTURES ANCHORED TO SLAB PER MANF. INSTRUCTIONS. VERIFY ADDITIONAL REQUIREMENTS WITH THE <br />HARBOR FREIGHT TOOLS CONSTRUCTION MANAGER. SEE A1.4,1.5,1.6,1.7,1.8,1.9 AND 1.10 FOR ADDITIONAL INFORMATION. <br />ING <br />SHELVING AT SALES REPLENISHMENT RACKING TO BE OPEN WIRE SHELVES. <br />403. CASH WRAP. HFT GENERAL CONTRACTOR TO VERIFY EXACT LOCATIONS WITH THE HARBOR FREIGHT TOOLS CONSTRUCTION <br />MANAGER. REFER TO THE ELECTRICAL DRAWINGS FOR ELECTRICAL REQUIREMENTS. INSTALL ALL CASH WRAPS WITH A MAXIMUM <br />COUNTER HEIGHT OF 34" A.F.F. FOR A MINIMUM COUNTER LENGTH OF 36" PER ACCESSIBILITY CODES. SEE DETAIL 1/A1.2 FOR <br />ADDITIONAL INFORMATION. <br />404. APPROXIMATE POWER POLE LOCATION. POWER POLE TO BE )C-X" IN HEIGHT. HFT GENERAL CONTRACTOR TO CONFIRM CASH WRAP <br />IS IN PROPER LOCATION PRIOR TO POWER POLE INSTALLATION AND FINAL HOOK UP. E.C. TO PROVIDE AND INSTALL UNI-STRUT <br />SEE <br />ATTACHED TO STRUCTURE FOR SECURING POWER POLE IN PLACE. <br />N <br />405. CASH REGISTER <br />NAL <br />406. (1) 6'-0" AND (1) T-0" FACTORY GRAY COUNTER TOP FOR THE MANAGERS OFFICE DESK AND (2) 6'-0' FACTORY GRAY COUNTER TOP <br />q <br />FOR THE CASH ROOM DESK. SEE DETAIL 12/A4.0 FOR ADDITIONAL INFORMATION. <br />407. GRAY GROMMET IN COUNTER BY HFT GENERAL CONTRACTOR. VERIFY EXACT LOCATION W/ HFT. <br />408. APPROXIMATE LOCATION OF SAFE BY HFT. <br />409. APPROXIMATE LOCATION OF IT CABINET BY HFT. <br />410. HFT VENDOR TO PROVIDE AND WIRE "KRONOS SERIES 4000" TIME CLOCK. G.C. TO MOUNT CENTERED BETWEEN MANAGER OFFICE <br />DOOR & WINDOW @ 44" A.F.F. <br />411. PRINTER. <br />412. LOCATION OF HFT FORKLIFT BATTERY CHARGER, TO BE PROVIDED BY HFT VENDOR AND INSTALLED BY G.C. SEE ELECTRICAL <br />DRAWINGS & DETAIL 2/A1.2 FOR ADDITIONAL INFORMATION. <br />413. LOCATION OF HFT FORKLIFT WATER TANK, TO BE PROVIDED BY HFT VENDOR AND INSTALLED BY G.G. SEE DETAIL 21A1.2 . <br />414. LOCATION OF HFT EYE -WASH STATION. PROVIDED BY HFT, INSTALLED BY G.C. SEE DETAIL 2/A1.2. <br />415. G.C. TO INSTALL 700 WALL GUARD, AS MANUFACTURED BY INPRO, IN "SHIPROCK, 0280." tOF MOUNTING RAIL TO BE ANCHORED TO <br />WALL @ 32" A.F.F. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. <br />SQUARE FOOTAGE BREAKDOWN CLEARANCE HEIGHTS CHART <br />SALES AREA SQUARE FOOTAGE 9,527 S.F. <br />SALES REPLENISHMENT SQUARE FOOTAGE 4,977 S.F. <br />OFFICE AREA SQUARE FOOTAGE 664 S.F. <br />AREA <br />CLEARANCE <br />HIGH POINT <br />LOW POINT <br />SALES <br />BOTTOM OF DECK <br />t21'-4" A.F.F. <br />t21'-4" A.F.F. <br />TOTAL OVERALL LEASE SQUARE FOOTAGE 15,168 S.F. <br />BOTTOM OF STRUCTURE <br />t164" A.F.F. <br />t18'-4" A.F.F. <br />SPRINKLER LINES <br />@L.P. OF STRUCT. <br />SALES <br />REPLENISHMENT <br />BOTTOM OF DECK <br />t21'4" A.F.F. <br />t21'-4" A.F.F. <br />BOTTOM OF STRUCTURE <br />t18'-4" A.F.F. <br />t18'-4" A.F.F. <br />SPRINKLER LINES <br />&P. OF STRUCT. <br />RECEIVING AREA <br />CLEARANCE @ O.H. DOOR <br />t18'-4" A.F.F. <br />TOOLS 32R <br />o <br />AT ._ AT CD <br />w <br />U <br />D D D... F F .. D ........ 5.... F . F . _ .__. F ......... '� <br />B _ B B g <br />SANDBLASTING / AUTO BODY 20R COMPRESSORS 20R a <br />A A A v7 <br />p <br />AF5 ARLU <br />Ir <br />12R <br />AT AT AT <br />su x o-s 38" x 8'-3" x 8'-0' 38" x 8'-3" x 8'-0" 38" x 8'-3" x 8'-0" <br />x 8'-0" <br />n . <br />24'�4 <br />U 24-41/2" <br />24- 41/2" " <br />_AW 1 <br />AF3 AF1 AI-1 <br />36'-3" <br />B.O. DECK t21'4"A.F.F. o <br />UJI_ <br />Q o <br />SK22 <br />SK2 <br />K16 <br />$K15 SK10 <br />`� <br />SK4 <br />SK3 <br />4 <br />Go <br />a15 <br />0 <br />401 B.O. JOIST @ t18'-4" A.F.F. <br />_ 00 <br />N SOLAR SECURITY 12L <br />- ....._... _._ _._ ......... <br />cc MEASURING 16L L o SCREWDRIVERS 16L <br />_..... __9 <br />SOCKETS 16L <br />_H <br />_ _ <br />� <br />N <br />5-0w WELDING ACCY 16R <br />04 " <br />w 4-0 <br />� r- r <br />w CLAMPS 12R VISES w 4-0 w SAFETY 16R <br />. M " d- <br />w 4-0 w <br />_ . _ ._ M " 405 <br />w <br />GLOVES 16R ). 12-0 ,--. <br />6,-0" <br />p <br />p� RETURNS 38" x 8'-3" x 8'-0" 38" x 8'-3" x 8'-0• 38" x s'-3" x 8'-0" <br />RECEIVING AREA} <br />CONC. RECEIVING PAD <br />0'-0" <br />O <br />I <br />i %FINISH FLOOR <br />0.-0• <br />412 <br />M <br />RETURNS 38" x 8'-3" x 8'-0" 38" x 8'-3• x 8'-0" 38" x 8'-3" x 8'-0" <br />_ 1 <br />N <br />m <br />JO <br />p <br />4 401 <br />F D D D <br />WELDERS 20L <br />D A <br />B <br />F F_ _F D D A F D D F F A <br />METAL / WOOD WORKING 20L CONSTRUCTION / DEMO 20L <br />B B <br />F F 0 D DA <br />BENCH POWER 20L <br />B <br />_ " <br />- <br />o - - O <br />-- O - - <br />4 <br />M <br />N <br />B.O. DECK t21'-4" A.F.F. <br />M A • <br />B.O. JOIST @ t18'4" A.F.F. <br />D F F F <br />F <br />413 <br />WORK SUPPORTS 20L <br />A <br />■ <br />15-3 v2 <br />LARGE ITEM STORAGE <br />LLjCD <br />B <br />+/- 524 S.F. <br />AF14 <br />AF13 AF12 AF11 AF10 AW2 _AF9.. <br />AF8 AFT AF6 <br />o <br />" <br />,2 <br />(BRIDGE) (BRIDGE) <br />" <br />(BRIDGE) (BRIDGE) (BRIDGE) (BRIDGE) <br />j <br />PT PT PT <br />PT <br />PT PT PT PT <br />50" x 8'-3' x 8'-0" 50" x 8'-3" x 8'-0" <br />50" x 8'-3" x 8'-0" 50" x 8'-3" x 8'-0' 50" x 8'-3" x 8'-0' 50" x 8'-3" x 8'-0" <br />- - <br />__ . _ __ _PT <br />FASTENERS 16L <br />SANDPAP <br />R 16L <br />POWER TOOL ACCY 32L <br />POWER TOOLS 3R1 <br />.. .........�.. <br />I <br />CONC. PAD <br />V-6' B F.F. <br />0 <br />FIXTURE PLAN <br />SCALE 1/8" = V-0" <br />�IF. <br />CASH 407 <br />ROOM <br />103 <br />_ _ _-_ _..____(2 <br />..... ...... .. ...............0 <br />U) <br />0 <br />z <br />Q <br />0 <br />W <br />W <br />2 <br />H <br />W <br />_1 <br />Q <br />0 <br />07 <br />F- <br />0 <br />z <br />0 <br />0 <br />co <br />A►- <br />r'' . :;Z <br />U <br />U <br />U <br />r• cc <br />o ca <br />m <br />W <br />oI <br />O� <br />L C N <br />Y <br />CN <br />J <br />� co <br />c v <br />J > <br />U_V Q <br />Y <br />ce <br />�L9 <br />oL9 <br />N <br />0 <br />s <br />a <br />ai <br />04 t o <br />L c %cn <br />a <br />C" z <br />J S m� <br />U_ n <br />N � N <br />J �3a Q. w <br />_ H <br />= EC")5 <br />Ex� <br />-moo <br />a <br />w 19 m� <br />N mom <br />Y <br />m <br />o E <br />0 <br />O � � <br />G <br />C O <br />C <br />0 h <br />�Ea <br />m8� <br />o N <br />w (D� o c <br />M'� <br />c'S'3 <br />G 0 <br />Y <br />m E <br />ocn <br />c:e <br />Y <br />cc CD <br />LD <br />oY <br />m <br />�oLQ <br />m : <br />0 <br />m G <br />y o 3. <br />Lj <br />v <br />U) <br />�m ,2 <br />a m <br />a 0 y i <br />:�C C <br />N N <br />J <br />�v)ia <br />m o� <br />o.EL*4 <br />� 2 � <br />N^iCCy N <br />U - O <br />N A C <br />cj) -0 <br />Q O C E <br />C pd N <br />M E 8 C <br />C 43 <br />;F.2 0 <br />a " <br />CD <br />v -o .o <br />MA m <br />LO <br />m <br />m � <br />REVISIONS <br />z <br />W <br />L4 <br />J <br />J <br />m <br />a <br />N <br />� <br />o <br />C.M <br />V <br />LA <br />co <br />1-- <br />w <br />M <br />FIXTURE PLAN <br />DATE 06/14/17 <br />cos No. 17165 <br />Al 02 <br />SHEET N0. <br />