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300 SERIES FLOOR PLAN KEY NOTES 300. LOCATION OF LEASE LINE (LOCATED @ CENTER LINE OF DEMISING WALL). 301. EXISTING STEEL COLUMNS. PREP AND PAINT (P-4). SEE SHEET A1.3 FOR FINISHES. 302. NEW AUTOMATIC BI-PARTING DOOR PACKAGE. SEE SHEETS A5.0 AND A5.1 FOR ADDITIONAL INFORMATION. 303. NEW 9'-0" x 9'-6" x 6" CONCRETE PAD, MINIMUM STRENGTH OF 4,000 PSI CONCRETE WI #4 BARS @ 12" O.C. EACH WAY. PROVIDE CONTROL JOINTS AT 10'-0" MAX. EACH WAY AND EXPANSION JOINTS BETWEEN DISSIMILAR MATERIALS. 304. EXISTING DEMISING WALL TO REMAIN. G.C. TO TO TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING DEMISING WALL DURING CONSTRUCTION. EXISTING DEMISING WALL TO BE PAINTED. SEE SHEET A1.3 FOR ADDITIONAL INFORMATION. 305. LOCATION OF ELECTRICAL PANELS AND EQUIPMENT. MAINTAIN A T-0" CLEARANCE IN FRONT OF ELECTRICAL EQUIPMENT - REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 306. 4'-0" X 8'-0" FIRE RATED PLYWOOD TO HOUSE ALL ELECTRICAL AND OWNER'S EQUIPMENT - REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 307. 4'-0" WIDE X T-0" HIGH TWO-WAY MIRROR W/ 2" H.M. FRAME CENTERED IN WALL FACING CASH WRAP AREA, BTM. OF WINDOW TO BE @ 40" A.F.F. SEE A5.0 FOR ADDITIONAL INFORMATION. 308. SEE FIXTURE PLAN ON A1.2 FOR FIXTURE LAYOUT & ADDITIONAL NOTES. 309. SEE FINISH PLAN ON A1.3 FOR ALL FLOOR, WALL, AND CEILING FINISHES. 310. EXISTING CONCRETE SLAB - PATCH AND REPAIR TO ENSURE A SMOOTH AND LEVEL SLAB, PREP. SLAB TO RECEIVE NEW FINISHES. SEE SHEET A0.3 FOR ADDITIONAL INFORMATION. 311. NOTIFY HFT PROJECT MANAGER AT START OF CONSTRUCTION IF A LEVEL FLOOR CANNOT BE OBTAINED. 312. REUSED I EXISTING MATERIALS AND EQUIPMENT TO BE IN OPERATING CONDITION OR SPECIFY THE COST TO SUPPLY / INSTALL IN BID. HFT GENERAL CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY COSTS ASSOCIATED WITH REPAIR / REPLACEMENT OF EXISTING I REUSED ITEMS. 313. EXISTING AUTOMATIC BI-PARING DOOR PACKAGE. SEE SHEETS A5.0 AND A5.1 FOR ADDITIONAL INFORMATION. 314. EXISTING 4"0 BOLLARD. PAINT P-7 SAFETY YELLOW. 315. EXISTING 6"0 BOLLARD. PAINT P-7 SAFETY YELLOW. 316. EXISTING 8"0 BOLLARD. PAINT P-7 SAFETY YELLOW. 317. EXISTING 8'-0" x 10'-0" OVERHEAD DOOR. SEE SHEET A5.0 FOR ADDITIONAL INFORMATION. 318. EXISTING 3'-0" x 7'-0" HOLLOW METAL MAN DOOR AND FRAME. SEE SHEET A5.0 FOR ADDITIONAL INFORMATION. 319. PATCH AND REPAIR ANY DAMAGE TO EXISTING ASPHALT PAVEMENT DUE TO NEW CONSTRUCTION. SEAL AREA WITH MATCHING MATERIAL. NO COLD PATCH ASPHALT PERMITTED. 320. EXISTING ASPHALT AND / OR CONCRETE PAVEMENT TO REMAIN. 321. EXISTING CONCRETE SIDEWALK TO REMAIN. 322. LINE OF EXISTING CANOPY ABOVE. 323. EXISTING CONCRETE ACCESSIBLE ENTRY RAMP. 324. EXISTING CONCRETE ISLAND. 325. LOCATION OF EXISTING PAD MOUNTED TRANSFORMER. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 326. EXISTING CONCRETE RECEIVING DOCK AND RAMP. 327. NEW GUARDRAIL. SEE SHEET A4.2 FOR ADDITIONAL INFORMATION. 328. NEW REMOVABLE GUARDRAIL. SEE DETAIL 31A4.2 FOR ADDITIONAL INFORMATION. 329. NEW DOCK BUMPER.12"W x 4"D x 10"H RUBBER LAMINATED DOCK BUMPER BY ULINE OR EQUAL. ANCHORED TO CONCRETE WALL PER MFR. SPECIFICATIONS. 330. 6"0 STEEL PIPE BOLLARD. SEE DETAIL 31A4.1 FOR ADDITIONAL INFORMATION. 331. 8"0 STEEL PIPE BOLLARD. SEE DETAIL 3/A4.1 FOR ADDITIONAL INFORMATION. 333. NEW CONCRETE EGRESS RAMP AND LANDING. SEE SHEET A4.1 FOR ADDITIONAL INFORMATION. 334. NEW WALL MOUNTED HANDRAIL. SEE SHEET A4.1 FOR ADDITIONAL INFORMATION. FLOOR PLAN NOTES 1. REFER TO GENERAL NOTES ON SHEET A0.2 FOR ADDITIONAL INFORMATION 2. HFT GENERAL CONTRACTOR TO VISIT SITE AND VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING PROPOSALS AND COMMENCING WORK. 3. HFT GENERAL CONTRACTOR IS TO PROVIDE FULL TIME SUPERVISION OF PROJECT. NOTIFY HFT PROJECT MANAGER OF TYPICAL WORK HOURS. 4. HFT GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION AND TIMING OF ALL HFT VENDOR INSTALLATIONS. COORDINATE WITH HFT PROJECT MANAGER FOR LIST AND MILESTONE TIMING. 5. HFT GENERAL CONTRACTOR IS RESPONSIBLE FOR UNLOADING AND HANDLING ALL OWNER SUPPLIED MATERIAL AND DISPOSAL OF ALL PACKING MATERIALS AT THE JOB SITE. 6. HFT GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR QUALITY AND FIT OF ALL MATERIALS, INCLUDING, BUT NOT LIMITED TO, ALL REFURBISHED MATERIALS. ALL REFURBISHED MATERIALS TO APPEAR NEW. 7. HFT GENERAL CONTRACTOR TO COORDINATE WITH HFTS FIXTURE MANUFACTURE TO ENSURE FINISHES TO MATCH. 8. IF THE CONTRACTOR CONSIDERS ANY SURFACE UNSUITABLE FOR A PROPER FINISH, HE SHALL NOTIFY HFT AND ARCHITECT OF THE CONDITION AND NOT COMMENCE WORK UNTIL DIRECTED BY HFT OR ARCHITECT. 9. HFT GENERAL CONTRACTOR TO NOTIFY OWNER OF ANY DAMAGES/ SHORTAGES WITHIN 48 HOURS OF RECEIPT OR BEAR RESPONSIBILITY FOR REPLACEMENT OF SUCH. 10. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE PUBLISHED INSTALLATION SPECIFICATIONS AND PROCEDURES OF TF MANUFACTURER OF THE MATERIAL USED. 11. PROTECT OTHER WORK AND MERCHANDISE AS REQUIRED TO PREVENT ANY DAMAGE. 12. PROVIDE A CLEAN SMOOTH CONCRETE SURFACE FOR PROPER INSTALLATION OF ALL FLOOR FINISHES. 13. APPLICATIONS OF PAINT SHALL BE ONE COAT PRIMER AND TWO COATS PAINT (U.N.O.). PRIMER SHALL BE SPECIFIED OR RECOMMENDED 8 PAINT MANUFACTURER. 14. ALL ADHESIVES TO BE SUPPLIED BY HFT GENERAL CONTRACTOR. THE TYPE TO BE USED AS RECOMMENDED BY WALL COVERING MANUFACTURER SELECTED FOR THE TYPE OF INSTALLATION. 15. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO INSPECT ALL WALL COVERING FOR QUALITY AND DEFECTS PRIOR TO INSTALLATION. 16. ALL SURFACES TO RECEIVE FABRIC OR WALL COVERING AS SELECTED SHALL BE PROPERLY PREPARED AND SIZED AS RECOMMENDED BY WALL COVERING MANUFACTURER SELECTED FOR THE TYPE OF INSTALLATION. CONTRACTOR SHALL NOTIFY HFT OF ANY SURFACE NOT SUITABLE FOR PROPER APPLICATION OF WALL COVERING. DO NOT APPLY ANY MATERIAL UNTIL SITUATION IS RESOLVED. 17. HFT GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF BLOCKING FOR ALL WALL AND CEILING SUPPORTED ITEMS IN STORE. REVIEW ITEMS THOROUGHLY. COORDINATE WITH VENDOR AS NECESSARY. 18. HFT GENERAL CONTRACTOR TO ENSURE TIGHT, SECURE, AND PROPER FASTENING OF ALL STANDARDS TO METAL STUDS. 19. ALL DIMENSIONS ARE FROM FACE OF GYP. BD. U.N.O. 20. ALL INTERIOR DOORS ARE 6" OFF WALL U.N.O. 21. ALL EXPOSED WALLS TO UNDERSIDE OF STRUCTURE SHALL BE BUILT TIGHTLY AROUND STRUCTURE, PIPING, ETC. WALL LEGEND SYMBOL DESCRIPTION EXISTING WALL TO REMAIN NEW MASONRY WALL INFILL. SEE SHEET A4.1 FOR ADDITIONAL INFORMATION. : NEW WALL. SEE WALL TYPES, SHEET A4.1, FOR ADDITIONAL INFORMATION. WALL TYPE DESIGNATION. SEE SHEET A4.1 FOR ADDITIONAL INFORMATION NOTE: 1. ALL WALLS BRACED TO STRUCTURE ABOVE @ 4'-0" O.C. MAX. 2. ALL WALLS TO BE PAINTED TO 6" ABOVE CEILING, TO UNDERSIDE OF DECK (IF CEILING IS OPEN TO STRUCTURE), AND BEHIND ALL WALL FIXTURES BY CONTRACTOR. 7 z 0 W W 2 H C� uj .11 REVISIONS li Z W W d J r J m W Q H V W GV M cM J ILL J J_ Z a. L11 N J m J J cM Lo 7 m L C) `6 co R CR r O • g N v L 3 co 9YIT J Ln E: co N � N c J LL Q Y•o� a) oL? ti� a� c 0 s (L a m do v0, � to C C n p O U l30 •G.`� C � N E J C E Y 4-- 87546 0 m o coco a� dm E � E o m CL o � 'n � o E � c op o � m to E 06 c� m m �o c UJ U m (O �•Q3 0 � w c m Y aco m E d d N fj ^ `0 m o n_ m 0 m o� un, 0 in W � H O O C ow L N c N N J Y t� m w c nE� h 3 c Z am .2 o MZ U) L m O C C d y E C 2 rnw c £ c � - � o m c y EE r m .a p mw Z � ~ y � m I�INI�I�I�I�I-I-I-I- FLOOR PLAN DATE 06/14/17 JOB NO. 17165 Al ol SHEET N0.