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HomeMy WebLinkAbout5939 Gall Blvd (2)SHELL ONLY A. ALL WORK SHALL CONFORM TO THE 6th EDITION OF THE FLORIDA BUILDING CODE (2017), AND ALL OTHER APPLICABLE CODES, STANDARDS, AND REGULATIONS OF THE CITY OF ZEPHYRHILLS, FLORIDA. B. IT IS INTENDED THAT A COMPLETE OCCUPIABLE BUILDING PROJECT IS PROVIDED. C. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (A. LA. A201 LATEST EDITION) ARE A PART OF THESE CONTRACT DOCUMENTS. A COPY IS ON FILE AT THE ARCHITECT'S OFFICE. D. DRAWINGS ARE BASED ON A SURVEY, DATED DECEMBER 1, 2015, PREPARED BY J.W. KENNEDY, AND IS INCLUDED IN THESE DOCUMENTS. E. DO NOT SCALE THESE DRAWINGS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD, ANY DISCREPANCIES IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING WORK. F. ALL PROPOSED SUBSTITUTIONS SHALL BE APPROVED BY THE ARCHITECT, IN WRITING, PRIOR TO INSTALLATION G. SUBMIT, PAY FEES AND OBTAIN ALL PERMITS ASSOCIATED WITH THE PROJECT EXCEPT GENERAL BUILDING PERMIT. THIS INCLUDES, BUT IS NOT LIMITED TO ELECTRICAL, MECHANICAL, PLUMBING, FIRE SPRINKLER, OR OTHER RELATED FIRE PERMITS. ZEPHYR, LLC WILL PAY FOR "CONNECTION FEES" ASSOCIATED WITH UTILITY PERMITS, PAY FOR TEMPORARY FACILITIES FEES AS REQUIRED TO COMPLETE THE WORK IN A TIMELY MANNER H. PROVIDE EACH SUBCONTRACTOR WITH A COMPLETE AGENCY -PERMITTED DRAWING SET AT TIME OF CONSTRUCTION. I. ALL ABBREVIATIONS INCLUDED FOLLOW INDUSTRY STANDARDS. CONTACT ARCHITECT IF ANY ABBREVIATIONS ARE NOT CLEAR. J. GC SHALL SUPPLY AND INSTALL ALL ASPECTS OF THE PROJECT DESCRIBED IN THIS DRAWING SET UNLESS OTHERWISE NOTED. SEE SCOPE OF WORK FOR EXCEPTIONS. K. GRAPHIC AND WRITTEN INFORMATION ON DRAWINGS SHALL BE COORDINATED WITH ALL TRADES PRIOR TO INSTALLATION. L. ALL MATERIALS STAGED TO BE USED FOR CONSTRUCTION SHALL BE PROTECTED FROM EXCESSIVE MOISTURE. IF THEY ARE EXPOSED TO MOISTURE THEY SHOULD BE ADEQUATELY DRIED BEFORE ENCAPSULATED INTO THE BUILDING. M. GENERAL CONTRACTOR SHALL PROVIDE WEEKLY CONSTRUCTION PROGRESS REPORTS TO THE OWNER, TENANT, AND ARCHITECT. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR ACCESS TO THE CENTRALLY N. LOCATED KNOX BOX AND PROVIDE A KEY TO THE FIRE MARSHAL. 0. THE GENERAL CONTRACTOR SHALL PROVIDE 6" ADDRESS NUMERALS VISIBLE FROM THE ROADWAY. VERIFY ACCEPTABILITY OF LOCATION WITH THE FIRE MARSHAL. P. THE GENERAL CONTRACTOR SHALL PROVIDE MIN. 4" ADDRESS NUMERALS ON ALL FRONT AND REAR DOORS. Q. THE GENERAL CONTRACTOR SHALL OBTAIN THE SERVICES OF A LICENSED FIRE SPRINKLER ENGINEER TO PROVIDE ANY MODIFICATIONS TO THE EXISTING SYSTEM THAT MAY BE REQUIRED, DUE TO THE RECONFIGURATION OF THE SPACES. SHOP DRAWINGS OF ANY IMPROVEMENTS SHALL BE PROVIDED TO THE OWNER AND TO THE LOCAL JURISDICTION FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK ON THE FIRE SPRINKLER SYSTEM. PROJECT GENERAL NOTES `_�LVJEvv L)4- �c ? CITY OF � ZEPH , RHILLS ALL WC)RK SHALL _. C;`V PLY'r1lITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY {-'rF ZEPHYRHILLS ORDINANCES NAME ROOM NAME X ELEV. LETTER 1 AX. ELEV. SHEET SHEET NUMBER OX DOOR NUMBER 44'OAX.X2�_ ELEVATION NUMBER O WINDOW NUMBER / DECOR ITEM NUMBER 3 FX EXTERIOR WALL FINISH NUMBER CEILING HEIGHT O KEY NOTE BLDG. SECTION LETTER X-000 EQUIPMENT NUMBER X Ax.x � ROOM FINISH NUMBER BLDG. SECTION SHEET DETAIL NUMBER a INTERIOR ELEVATION DESIGNATION DIRECTION OF DETAIL AX.X ID SHEAR WALL TYPE (STRUCTURAL) DETAIL SHEET Z\ REVISION NUMBER XXX 000 EQUIPMENT / FIXTURE NUMBER (M.E.P.) 0'-0" BLDG. HEIGHT INDICATES SUSTAINABLE DESIGN ELEV REFERENCE POINT GREEN REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL SHEETS FOR SPECIFIC SYMBOLS GENERAL DRAWING SYMBOLS I PROJECT LOCATION VICINITY MAP BUILDING AREA AND OCCUPANT LOAD TYPE AREA FACTOR STORAGE/STOCK/SHIPPING 937 S.F. 1:300 GROSS GRADE FLOOR AREA (MERCANTILE) 2416 S.F. 1:30 GROSS 81 TOTAL 85 OCCUPANTS PLUMBING FIXTURE CALCULATION WATER CLOSETS LAVATORIES DRINKING FOUNTAIN SERVICE SINK REQ./ ACTUAL REQ / ACTUAL REQ. / ACTUAL REQ. / ACTUAL MEN 1/1 1/1 1/1 1/1 WOMEN 1/1 1/1 PROJECT SUMMARY TENANT FINISH OF A NEW INLINE MERCANTILE SPACE. I REFER TO CIVIL DRAWINGS, PROJECT DESCRIPTION LEGAL DESCRIPTION OWNER ARCHITECT ZEPHYR, LLC L.B. MANSKE ARCHITECTURE & DESIGN, INC. 7162 READING ROAD, STE 730 LEE B. MANSKE, AIA, NCARB CINCINATTI, OH 45237 2422 N. RUTGERS COURT WICHITA, KS 67205 316.749.5873 CIVIL ENGINEER CORNELISON ENGINEERING & DESIGN, INC. 38039 OLD 5TH AVENUE 33542 813.788.7835 ELECTRICAL ENGINEER GUIDO ALVAREZ, PE 5014 KINGSBRIDGE PASS NOT USED IN DEFPOINTS POWDER SPRINGS, GA 678-234-8156 PROJECT DIRECTORY TITLE SITE T1.0 TITLE SHEET CIVIL SITE PLANS WERE SUBMITTED UNDER SEPARATE COVER STRUCTURAL NO STRUCTURAL WORK INVOLVED IN SHELL PHASE ARCHITECTURAL A1.0 DEMOLITION AND FLOOR PLANS A4.0 EXTERIOR ELEVATIONS ACCESSIBILITY zh ACCESSIBILITY TO BE ESTABLISHED DURING TENANT BUILDOUT MECHANICAL NO MECHANICAL WORK THIS PHASE PLUMBING NO PLUMBING WORK THIS PHASE UNLESS OTHERWISE NOTED ELECTRICAL NO ELECTRICAL WORK THIS PHASE UNLESS OTHERWISE NOTED. it z r SHEET INDEX ICI z 0 H Zw �AMo C\l w �;) co w ��� �NZ < � Lu F.-co i c)`y) N � N ILL M� 0 OFF, w ui LEE B. . Y t` 0 c�. gF:97470 r : • . LL _ Lli z < 18023 I REVISION 1 09.18.2018 0 0 0 0 0 0 CONTRACT DATE: 08.01.2018 BUILDING TYPE: N/A PLAN VERSION: N/A SITE NUMBER: N/A STORE NUMBER: N/A BUDDYS 3� GALL BLVD ZEPHYRHILLS, FL 33541 J SHELL ONLY TITLE SHEET T1 0 PLOT DATE: O SAW CUT EXISTING SILL TO GRADE AND REMOVE. DEMOLISH STOREFRONT WINDOWS AND DOORS. O DEMOLISH EXISTING DOORS AND FRAMES SHOWN DASHED. O SEAL EXISTING EXTERIOR DOOR CLOSED. ® EXISTING SECURITY DOOR, FRAME AND HARDWARE. REFURBISH AS NEEDED. REPLACE IF NECESSARY. REMOVE AND SALVAGE EXISTING RESTROOM FIXTURES. SAW CUT FLOOR AS NECESSARY TO RELOCATE O FIXTURES AS SHOWN IN FLOOR PLAN. COORDINATE WITH ARCHITECT IF FIXTURES DO NOT MEET CURRENT ADA STANDARDS. © DEMOLISH EXISTING FRAME WALL SHOWN DASHED. O REFER TO DOLLAR SHELL PLAN SUBMITTAL FOR INTERIOR BUILDOUT UNDER SEPARATE COVER. RAISED PLANTING BED. 74' X 21'-8". PROVIDE 8" STEM WALL AND 11" CAP. ENSURE APPROXIMATELY 8'-0" ® CLEARANCE ON THREE SIDES, AND ALIGN WITH OLLIES FACE ON REAR SIDE. SET TOP OF CAP AT 28". FIELD VERIFY ALL DIMENSIONS AND COORDINATE WITH CIVIL ENGINEERING. 0 DEMOLISH INTERIOR FACE OF BREEZEWAY, INCLUDING STOREFRONT. COLUMNS AND STRUCTURE ABOVE TO REMAIN. (:]D DEMOLISH ALL UNUSED WIRING, CONDUIT, AND PIPING TO SOURCE. DEMOLISH EXISTING CEILING TILE AND GRID THROUGHOUT. DEMOLISH ALL INSULATION ABOVE CEILING 11 TILES. INSTALL KRAFT-FACED R38 BATT INSULATION AT ROOF DECK. 12 EXISTING DUCTWORK, DIFFUSERS, AND INTAKE GRILLES TO REMAIN, CLEAN THOROUGHLY. 13 UNINSTALL EXISTING LIGHTING AND REPAIR AND REPLACE AS NECESSARY. ABANDON WIRING AND CONDUIT NO LONGER NEEDED. 14 AFTER REMOVAL OF GUTTERS, REMOVE DAMAGED PAINT ON REAR OF BUILDING, CLEAN OF ANY DEBRIS, AND APPLY CLEANING AGENTS TO DESTROY FUNGUS. 15 DEMOLISH ALL EXISTING FLOOR FINISHES. REPAIR SLAB AND PREPARE TO RECEIVE NEW FINISHES IN PHASE 2. LOCATE ALL SANITARY AND STORM DRAIN LINES INTENDED FOR USE AND PURGE WITH COMMERCIAL 16 EQUIPMENT TO THE MAIN. PROVIDE VIDEO OF CLEANED SEWER LINES TO OWNER. 1/2" GYPSUM BOARD OVER 2X4 FURRING OVER 1" RIGID INSULATION (R5.7 MIN) OVER EXISTING EXTERIOR 17 WALLS. EXTEND INSULATION TO ROOF DECK IN ALL EXTERIOR WALL LOCATIONS. EXTEND GYPSUM BOARD SUBSTRATE TO 6" ABOVE CEILING HEIGHT, 18 NOT USED. 19 NEW 8" CMU INFILL OF EXISTING OPENING. 20 EXISTING ELECTRICAL PANEL TO REMAIN. 21 PROVIDE 3-5/8" METAL STUDS @ 16" O.C. AT THIS LOCATION. 22 FURR WALL SO AS TO APPEAR FLUSH WITH EXISTING COLUMN FURRING. 23 NOT USED. DEMOLISH EXISTING FURRING TO THIS POINT FROM FRONT WALL TO ALLOW FOR INSTALLATION OF 23 INSULATION. REFER TO FLOOR PLAN. 24 REPAIR GYPSUM BOARD SUBSTRATE ALONG EXISTING FURRING. REPAIR EXISTING MECHANICAL ROOFTOP UNITS TO SERVICABLE CONDITION. CLEAN AND REPAIR AS NEEDED. CAREFULLY EXAMINE EXISTING SINGLE -PLY MEMBRANE ROOFING, PATCH AND REPAIR ALL DAMAGED LOCATIONS. REPLACE EXISTING COPING WITH GALVANIZED METAL COPING, FABRICATED IN FIELD. PAINT AS SCHEDULED. SECURITY DOOR: CURRIES, MODEL 707 FLORIDA PRODUCT APPROVAL #FL8394-R5 SINGLE -PLY ROOFING: DURO-LAST ROOFING FLORIDA PRODUCT APPROVAL #FL16039.1 KEY NOTES N/A B I STOREFRONT: TRULITE GLASS AND ALUMINUM, SERIES 3100 FLORIDA PRODUCT APPROVAL #FL25676.1 SLIDING STOREFRONT DOORS: ASSA ABLOY BESAM RESILIENCE FLORIDA PRODUCT APPROVAL #5436 SUBSTITUTIONS TO THE ABOVE NAMED PRODUCTS MUST BE APPROVED BY THE OWNER, IN WRITING, AND SUBMITTED TO THE JURISDICTION FOR APPROVAL, PRIOR TO ORDERING. FLORIDA PRODUCT APPROVALS N/A C ----------.-- - --- m------------ KEr M"TE-wa- O a m `ii r N "Ti. C 1 /R"=1'-nli GLASS SCHEDULE OA 1" INSULATED GLASS OD SAFETY GLASS BY MFR. ® 1" INSULATED TEMPERED GLASS © 1/4" TEMPERED GLASS NOTE: PROVIDE STOREFRONT WINDOWS WITH A SHGC OF .46 OR BETTER. DAYTIME VISIBILITY INTO DINING ROOM SHALL BE MAINTAINED. **** ALL STOREFRONT GLAZING SHALL BE LOW "E" SOLAR GLASS **** 0 0 0 ® O N b U Z H 0 F�1 Z9)- w c AO� cy) US o D Ln US <co00 U�� U)� W W �� �Wzc�Y� W D ~ � V z_ t oN� �) 0 N J LL • 04 0 v rn O w c ro w LEE B. ; 7 • P,,l/\ NI<E tq 7y � ••• FZ97470 w iS, °• ��' cYn y z 18023 A m w w _I 0 CONTRACT DATE: 08.01.2018 BUILDING TYPE: N/A PLAN VERSION: N/A SITE NUMBER: N/A STORE NUMBER: N/A BUDDYS GALL BLVD ZEPHYRHILLS, FL 33541 SHELL ONLY DEMOLITION & FLOOR PLANS Al mo PLOT DATE: WINDOW ELEVATIONS/SCHEDULE 1/4"=1'-o" 1 E ___ L- I 1 ,, IJ_ I _. _ _ 1 0 9 7 O SIGNAGE TO BE PERMITTED BY TENANT UNDER SEPARATE COVER. O ALUMINUM AWNINGS SUBMITTED BY VENDOR UNDER SEPARATE COVER O GALVANIZED METAL COPING. PAINT IN FIELD. ® EIFS CORNICE. O EIFS BUMPOUT. 12" TALL, SLOPED AT TOP FOR DRAINAGE. © EIFS SILL. 6" TALL. O7 DRAINABLE EIFS FINISH OVER 1/2" PLYWOOD OVER 8" METAL STUDS. ® DRAINABLE EIFS FINISH OVER CMU. O REPAIR ADJACENT TENANT FACADE AS NECESSARY AT TRANSITION TO NEW WORK TO PROVIDE LIKE -NEW APPEARANCE. 10 REPAINT EXISTING COPING AND GUTTER SYSTEM. 11 EXISTING TRANSFORMER. 12 PIPE BOLLARD. 13 EXTEND EIFS THIS WALL TO MATCH EXTENT OF BUILDING OPPOSITE FROM IT. REFER TO SHEET A1.0. 14 BOLT AND SEAL DOOR CLOSED, CLEAN SURFACE OF CMU PRIOR TO APPLICATION OF NEW PAINT. PATCH ALL CD DAMAGEDLOCATIONS. 15 EXISTING CANOPY TO REMAIN. 16 REPAIR EXISTING STEEL DOOR, FRAME AND HARDWARE. SEE DOOR SCHEDULE. 17 NEW ANODIZED ALUMINUM STOREFRONT AND GLAZING. 18 THIN BRICK WAINSCOT. 19 PUSH-BUTTON BUZZER LOCATION (SEE PHASE 2). 20 LOCATION FOR NEW WALL PACK LIGHTING (SEE PHASE 2) 21 FACE OF PORTAL BEYOND. 22 LEASE LINE. 23 FACE OF PARAPET BEYOND. REPAIR EXISTING COPING AND ROOFING DAMAGED DURING REMOVAL OF ROOF AT 24 DOLLAR PHASE 1. PAINT AS SCHEDULED. NEW SLAB, REFER TO SHEET A1.0A CONTINUE EIFS FINISH AND THIN BRICK WAINSCOT ON FRONT FACE OF CENTER AND 26 MATCH AT PIZZA HUT FINISH. ON COLUMNS OPEN TO THE BREEZEWAY, FINISH ALL 0 FOUR SIDES. _ NORTH ELEVATION 3/16"=1'-0" SOUTH ELEVATION 3/16"=1'-0" I B U z 0 2: 0 -A o �- v1 UM rr QldODL) CO O O U C cy) C/)(o[*�- W cf: co �VLo UwYd� �z�Q ui , r=C.0 !-VJzv`) t oN� v QN J LL 1-4 M z LSE B. 7 ' o . n 11, E� r o � LL R97470 Lu z m w w -i 18023 Q1 REVISION 1 09.18.2018 0 0 A 0 0 A nW ►� CONTRACT DATE: 08.01.2018 BUILDING TYPE: N/A PLAN VERSION: N/A SITE NUMBER: N/A WEST ELEVATION 3/16"=V-0" `+ STORE NUMBER: N/A KEYNOTES N/A BUDDYS GALL BLVD ZEPHYRHILLS, FL 33541 SHELL ONLY BUILDING ELEVATIONS A4mO PLOT DATE: