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PROJECT INFORMATION <br />PROJECT NAME: RENOVATIONS FOR CENTER STATE BANK <br />PROJECT LOCATION: 6930 GALL BOULEVARD, ZEPHYRHILLS, FLORIDA 33542 <br />ARCHITECTS PROJECT NUMBER:1706.06 <br />PROJECT DESCRIPTION <br />ADD STOREFRONT DOORIWINDOW SYSTEMS AT FRONT AND REAR <br />ENTRIES AT 1ST FLOOR. MINOR MECHANICAL WORK TO BALANCE <br />EXISTING AIR <br />BUILDING DATA <br />(TWO STORY BUILDING, UNSPRINKLED) <br />1 ST FLOOR ■ 6,646 SF <br />2ND FLOOR = 6,645 SF <br />TOTAL=13,290 SF <br />CODE REFERENCE <br />APPLICABLE CODES: <br />FLORIDA BUILDING CODE, SIXTH EDITION <br />FLORIDA ACCESSIBILITY CODE, SIXTH EDITION <br />FLORIDA MECHANICAL CODE, SIXTH EDITION <br />FLORIDA PLUMBING CODE, SIXTH EDITION <br />FLORIDA BUILDING CODE, SIXTH EDITION <br />FLORIDA FIRE PREVENTION CODE, SIXTH EDITION <br />NFPA 70, NATIONAL ELECTRICAL <br />(EXCEPT ARTICLE 80) <br />OCCUPANCY (FBC CHAPTER U <br />BUSINESS - GROUP B <br />NO CHANGE TO EXISTING <br />INTERIOR FINISHES (TABLE 803.9): <br />2017 <br />2017 <br />2017 <br />2017 <br />2017 <br />2017 <br />2014 <br />PROPOSED -1ST FLOOR PLAN <br />SCALE: 1IS" ■ 1'-0" <br />OCCUPANCY <br />EXIT ENCLOSURES <br />CORRIDORS <br />ROOMS AND <br />AND PASSAGEWAYS <br />ENCLOSED SPACES <br />GROUP B <br />CLASS A <br />CLASS B <br />CLASS C <br />MEANS OF EGRESS <br />(FBC CHAPTER 10) <br />NO CHANGE TO EXISTING <br />NON -RATED 3 5/8" <br />METAL STUD PARTITION <br />PROVIDE WOOD BLOCKING INSIDE <br />WALL AS REQUIRED FOR ALL ITEMS <br />AND SYSTEMS ATTACHED TO WALL <br />BRACE AS REQUIRED <br />48" O.C. <br />EXISTING SUSPENDED <br />CEILING <br />3 5/8" METAL RUNNER <br />3 518" METAL STUDS <br />C 16" O.C. MINIMUM <br />SOUND ATTENUATION <br />BLANKETS <br />5/8" GYPSUM BOARD <br />3 518" METAL RUNNER <br />SCHEDULED BASE <br />SCHEDULED FLOOR FINISH <br />A PARTITION TYPE <br />SCALE: 3i4" ■ <br />equal I. V-0" I_ equal I_ <br />NT ENTRY <br />oql� <br />E,8" ■ 1'-0" <br />EXISTING ACOUSTICAL <br />CEILING PANELS - <br />MODIFY AS NEEDED — <br />%" GYPSUM BOARD <br />a <br />Q <br />O <br />4 <br />101 NEW GYPSUM <br />BOARD SOFFIT <br />NOTE: HEIGHT OF NEW <br />STOREFRONT TO MATCH <br />EXISTING ADJACENT <br />STOREFRONT <br />looms <br />REA�:!_T TRY <br />SCALE: 3/8 <br />3 %" METAL STUD EXISTING ACOUSTICAL 3 %" METAL STUD <br />FRAMING 0 16" O.C. CEILING PANELS -F11 <br />FRAMING 0 16" O.C. <br />MODIFY AS NEEDED <br />�+ 110'-0" A.F.F. t10'-0" A.F.F. <br />9'-8" A.F.F. <br />%" GYPSUM BOARD ALUMINUM STOREFRONT <br />WINDOW SYSTEMf9'-0" A.F.F, gk <br />3 SOFFIT DETAIL <br />'" SCALE: 3/4" ■ 1'-0" <br />DOOR AND HARDWARE SCHEDULE <br />PAIR 3'-0" X T-0" STOREFRONT DOORS IN FRAME WITH ONE CYLINDER <br />LOCK (THUMB TURN INSIDE, KEYED OUTSIDE), AUTO CLOSER. PROVIDE <br />STANDARD PUSH, PULL <br />GENERAL NOTES <br />1. PAIR T-O" X T-0" STOREFRONT DOORS IN FRAME WITH ONE CYLINDER LOCK <br />(THUMB TURN INSIDE, KEYED OUTSIDE), AUTO CLOSER. PROVIDE STANDARD <br />PUSH, PULL <br />2. ALL DOORS/DOOR OPENINGS SHALL COMPLY WITH FLORIDA FIRE PREVENTION <br />CODE 2017 EDITION I NFPA 101 LIFE SAFETY CODE <br />7.2.12 WIDTH <br />7.2.14 SWING AND FORCE TOP OPEN <br />7.2.15 LOCKS AND LATCHES AND ALARM DEVICES <br />7.2.16 SPECIAL LOCKING ARRANGEMENTS <br />7.2.17 PANIC HARDWARE AND FIRE EXIT DEVICES <br />7.2.18 CLOSING DEVICES <br />3. ALL DOOR HANDLES SHALL BE LEVER TYPE MEETING ADA REQUIREMENTS. <br />4. ALL DOORS WITH AUTO CLOSERS SHALL HAVE BALL BEARING TYPE HINGES. <br />5. DOOR CLOSER SHALL BE INSTALLED SUCH THAT THE SWEEP PERIOD OF THE <br />CLOSER SHALL BE ADJUSTED SO THAT FROM OPEN POSITION OF 70°, THE DOOR <br />WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE INSIDE <br />MEASURED TO THE LEADING EDGE OF THE DOOR. <br />6. SUBMIT HARDWARE SCHEDULE AND REVIEW WITH ARCHITECT TO PLACING ORDER <br />(3 COPIES). <br />STOREFRONT WINDOW SYSTEM <br />1. STOREFRONT FINISH TO MATCH EXISTING. <br />2. PRIOR TO INSTALLATION, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL. <br />ALUMINUM STOREFRONT <br />WINDOW SYSTEM <br />SOFFIT DETAIL <br />4 SCALE: 3i4" ■ 1'-0" <br />THE <br />LUNZ <br />GROUP <br />&mwW1% R 334M ft Z01 <br />P 7?� 7311AM <br />t W.73&M <br />I & AA0001= <br />FEB 2 1 2018 <br />r4 <br />0. <br />W <br />..0 <br />QD <br />N <br />cu <br />m <br />a) <br />.Ils.w. <br />♦u <br />cn <br />s` <br />a) <br />i <br />U <br />O <br />Z <br />Oa. <br />W <br />M <br />z <br />LL <br />CU <br />O <br />0 <br />a <br />L.L <br />ssc <br />A <br />LL <br />ISSUED FOR CONSTRUCTION: — <br />ISSUED FOR PERMIT: 02.02.18 <br />ISSUED FOR BID: — <br />ISSUED FOR APPROVAL — <br />DRAWN BY: SAO <br />REVIEW BY: AZP <br />THE LUNZ GROUP <br />OCOPYRMHT 2018 ALL RMHTS RESERVED <br />1706.06 / FCI #1365 <br />A101 <br />