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20'-0" <br />I - X-M-Al M�Tki�nM�Tki� I <br />8" CMU BEMING W&L <br />NORTH FOUNDATION PLAN <br />1/4 to = 1 $-of$ 4/ 0 2/ 4/ <br />FOUNDATION NOTES <br />1. INSTALL CLEAN SAND FILL IN MAXIMUM 12' COMPACTED LIFTS. <br />2. STEM WALLS TO BE 8' CMU - GROUT SOLID - SEE PLAN FOR DOWEL <br />LOCATIONS. <br />3. SAW CUT SLAB 1/4'Xl' WHERE SHOWN ON PLAN - ALL SLABS TO BE SEALED. <br />4. 4' FIBER REINFORCED CONCRETE SLAB NATURAL COLOR - CURE AND SEAL <br />FINISH <br />CLEANOUT OPENINGS SHALL BE PROVIDED FOR CELLS CONTAINING SPLICED <br />REINFORCEMENT WHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT. CLEANOUT <br />OPENINGS SHALL HAVE A MIN. AREA OF 12 SO. INCHES & A MINIMUM OPENING <br />DIMENSION OF 3' <br />FOOTING DOWELS SHALL BE PROVIDED AT ALL CORNERS AND VERTICAL <br />REINFORCEMENTS MIN. 10' HOOK <br />FOOTING MUST BE 12' BELOW STARTING GRADE OR COMPACTION TEST IS REO. <br />5. NOTICE OF TERMITE PROTECTION SHALL BE PREMANENT SIGN WHICH IDENTIFIES <br />PROVIDER & NEED FOR REINSPECTION & TREATMENT CONTRACT RENEWAL SIGN <br />SHALL BE POSTED NEAR THE ELECTRIC PANEL THIS PROPERTY WILL RECIEVE <br />EITHER PRE-TREATMENT OR WOOD BORON TREATMENT W/ BORA-CARE AS ALLOWED <br />BY THE F.B.C. 1816.1.8 & CHAPTER 482 OF THE FL STATUES. <br />J L <br />C14 <br />6i <br />C) <br />z <br />U) <br />Ld <br />of <br />L <br />LIFE SAFETY PLAN <br />1 <br />1/4 of 1 $-off 4f 0 21 4' <br />PROJECT DATA: <br />PROJECT NAME: <br />THE GREAT CATCH <br />HARBOUR VILLAGE SHOPPING CENTER <br />CONSIDER -IT -DONE CONTRACTING <br />PROJECT LOCATION: <br />5039 1st St, Zephyrhills, FL 33542 <br />ARCHITECT'S PROJECT NUMBER: 19CO29 <br />PROJECT DESCRIPTION: <br />1U BEMNG W&L TENANT IMPROVEMENTS OF EXISTING, 1 <br />STORY CMU AND STEEL ROOF <br />STRUCTURE. EXISTING SPACE IS <br />BUSINESS AND WILL REMAIN BUSINESS. <br />NORTH ROOF FRAMING PLAN <br />h" <br />N 1/4 of 1 I -off 4/ 0 2' 4' <br />ROOF FRAMING NOTES <br />1. TRUSS TYPES SHOW TRUSS PROFILE ONLY. TRUSS WEB DESIGN, BRACING, <br />HANGERS, ETC. TO BE BY TRUSS MANUFACTURE. TRUSS MANUFACTURE TO PROVIDE <br />ENGINEERED DESIGN AND ERECTION DRAWINGS. DIMENSIONS ARE NOMINAL. TRUSS <br />MANUFACTURE TO VERIFY ALL DIMENSIONS, LAYOUT AND TRUSS CONFIGURATIONS. <br />TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE TPI DESIGN <br />SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES. <br />2. ROOF SHEATHING TO BE 15/32' EXPOSURE I COX PLYWOOD STAGGER ENO <br />JOINTS - USE PLY CLIPS ON ALL UNSUPPORTED EDGES FASTEN WITH Bd <br />RING -SHANK NAILS AT 6' D.C. AT EDGES AND INTERMEDIATE FRAMING. <br />3. DIMENSIONS ARE NOMINAL. TRUSS MANUFACTURER TO VERIFY ALL DIMENSIONS, <br />LAYOUT AND TRUSS CONFIGURATIONS. <br />4. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE TPI DESIGN <br />SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES. <br />5. VERIFY ALL BEARING CONDITIONS WITH TRUSS MANUFACTURER <br />6. PROVIDE BRIDGING /BRACING AS REQUIRED BY TRUSS ERECTION DRAWINGS <br />7. ROOF SHEATHING TO BE 15/32' EXPOSURE 1 COX PLYWOOD STAGGER ENO <br />JOINTS - USE PLY CLIPS ON ALL UNSUPPORTED EDGES FASTEN WITH Bd <br />RING -SHANK NAILS AT 6' O.C. AT EDGES AND INTERMEDIATE FRAMING. <br />LEGEND: <br />M EXIT SIGN WITH BATTERY PACK <br />#E FIRE EXTINGUISHER & WALL BRACKET <br />DIRECTION OF TRAVEL <br />PATH OF EGRESS <br />WALL MOUNTED EMERGENCY LIGHT <br />SCOPE OF WORK INCLUDES DEMOLITION <br />OF EXISTING INTERIOR WALLS, <br />INSTALLATION OF NEW NEW INTERIOR <br />WALLS, NEW ELECTRICAL RUNS, NEW <br />CEILING GRID, NEW PLUMBING, NEW <br />FIXTURES, NEW FLOORING AND NEW <br />DOORS. <br />BUILDING DATA: <br />SQUARE FOOTAGES: <br />NEW BUILD SQUARE FOOTAGE: 480 SQ FT <br />EXISTING BUILDING SQUARE FOOTAGE: XXXXX SQFT <br />CODE DATA: <br />FLORIDA BUILDING CODE, SIXTH EDITION 2017 <br />FLORIDA ACCESSIBILITY CODE, SIXTH EDITION 2017 <br />FLORIDA MECHANICAL CODE, SIXTH EDITION 2017 <br />FLORIDA PLUMBING CODE, SIXTH EDITION 2017 <br />FLORIDA EXISTING BUILDING CODE, SIXTH EDITION 2017 <br />FLORIDA FIRE PREVENTION CODE, SIXTH EDITION 2017 <br />NFPA 70, NATIONAL ELECTRICAL, 2017 <br />This plan has been reviewed using the currently <br />adopted Florida Building Code (FBC) 2017, 6th <br />Edition. <br />This plan has been reviewed using the currently <br />adopted Fire Prevention Code (FFPC) 6th <br />Edition, Florida Administrative Code (FAC) and <br />Florida State Statute (FSS) <br />FLORIDA EXISTING BUILDING CODE SIXTH EDITION, 2017 <br />SECTION 301 COMPLIANCE 301.1 GENERAL, Exception: 1 <br />Subject to the approval of the code official, <br />alterations complying with the laws in existence at <br />the time the building or the affected portion of the <br />building was built shall be considered in compliance <br />with the provisions of this code <br />OCCUPANCY (FBQ CHAPTER 3): <br />ASSEMBLY - GROUP A-2 <br />BUILDING HEIGHT LIMITATIONS (FBQ TABLE 504.3): <br />TYPE Ill -A (NON -SPRINKLED) <br />ALLOWABLE: <br />PROVIDED: <br />65' <br />15-0" <br />E <br />N/A <br />N/A <br />3 <br />1 <br />E <br />MAX HEIGHT <br />HEIGHT INCREAS <br />(SECTION 504.2) <br />MAX STORIES <br />STORY INCREAS <br />(SECTION 504.2) <br />BUILDING AREA LIMITATIONS (FBC TABLE 504.3L <br />MAX AREA 1 480 sf <br />14,000 sf I N/A <br />TYPE OF CONSTRUCTION (FBC CHAPTER 6): <br />TYPE 111-A <br />FIRE -RESISTANCE RATING FOR BUILDING ELEMENTS: <br />(TABLE 601) <br />BUILDING ELEMENT <br />TYPE III - <br />PRIMARY STRUCTURAL FRAME <br />BEARING WALLS <br />EXTERIOR <br />2 <br />INTERIOR <br />NA <br />NON -BEARING WALLS AND <br />PARTITIONS (INTERIOR) <br />0 <br />FLOOR CONSTRUG-HOW-TRD-- <br />SECONDARY MEMBERS <br />1 <br />ROOF CONSTRUCTION AND <br />1 <br />SECONDARY MEMBERS <br />A <br />MINIMUM PLUMBING FACILITIES (FPC CHAPTER Al <br />ASSEMBLY, XX PERSONS - PER FLOOR (TABLE 403.1) <br />OCCUPANCY: (Section 309) <br />ASSEMBLY A-2. <br />OCCUPANT LOAD (Table 1004.1.2) <br />OCCUPANCY <br />CLASSIFICATION <br />PER OCCUPANT <br />AREA <br />OCCUPANT LOA <br />ASSEMBLY <br />15 NET <br />XXXX SF <br />XX <br />1: OCCUPANT LOAD BASED ON ATTACHED RESTAURANT <br />MEANS OF EGRESS <br />(FBC CHAPTER 10) <br />SPRINKLERED, A-2 OCCUPANCY <br />VIDED <br />t�lm 1 r_%.7Vr11 1 <br />mr-wUlmr-u <br />rMu <br />MAXIMUM TRAVEL <br />200 FT <br />21 F_ <br />DISTANCE (TABLE 1017.2) <br />MAXIMUM DEAD-END <br />50 FT <br />N/A <br />CORRIDOR (FBC 1018.4) <br />TOTAL # OF EXITS <br />(SECTION 1006.3.1) <br />COMMON PATH OF EGRESS TRAVEL <br />75' <br />N/A <br />(SECTION 1014.3, EXCEPTION 1) <br />EGRESS STAIR WIDTH PER <br />N/A <br />N/A <br />LEVEL (SECTION 1005.1) <br />OTHER EGRESS WIDTH PER <br />18" <br />N/A <br />LEVEL (SECTION 1005.1) 87x(O.2)=18" <br />MINIMUM CORRIDOR AISLE WIDTH <br />44" <br />N/A <br />(TABLE 1018.2) <br />EXIT PASSAGE WAY FIRE <br />N/A <br />N/A <br />RATING (SECTION 1023.3) <br />1 <br />C <br />MINIMUM CLEAR OPENING OF EXIT 32" 32" <br />DOORS (SECTION 1008.1.1) <br />INTERIOR FINISHES (TABLE 803.9): <br />OCCUPANCY EXIT ENCLOSURES CORRIDORS1 ROOMS AND <br />AND PASSAGEWAYS ENCLOSED SPACES <br />GROUP A CLASS A CLASS A I CLASS B <br />CORRIDOR FIRE RESISTANCE RATING: <br />(FROM TABLE 1018.1) <br />OCCUPANCY OCCUPANT FIRE RESISTANCE <br />CLASSIFICATION LOAD RATING (SPRINKLERED <br />ASSEMBLY 92 PERSONS NA <br />4TEGORY <br />MALE WATER <br />CLOSETS 1: 75 <br />FEMALE WATER <br />1 CLOSETS 1: 75 <br />LAVATORIES <br />1:200 <br />DRINKING <br />FOUNTAINS <br />SERVICE <br />ISINK <br />REQU IREDIPROVIDEDIREQUI <br />REDIPROVIDED <br />REQUI REDI <br />PROVIDED <br />REQU IREDIPRO\,A <br />DEDIREQU <br />IREDI <br />PROVIDED <br />1 4 3 2 5 0 0 <br />• URINALS- SUBSTITUTION OF URINAL FOR WATER CLOSET (FPC SECTION 419.2) <br />• WATER FOUNTAINS - 0 REQUIRED (FPC SECTION 410.4) <br />M <br />0 <br />M <br />co <br />E <br />0 <br />0 <br />0 <br />0_ <br />U <br />> <br />00 <br />Pr) <br />UJ <br />�- <br />re) <br />cz) <br />M <br />U) <br />r�_ <br />U') <br />U-) <br />LL� <br />C14 <br />Cn <br />CP <br />C:) <br />m <br />C�l <br />V) <br />V) <br />C) <br />0 <br />L.0 <br />0N <br />n'_ <br />C5 <br />V) <br />L0 <br />"d: <br />C) <br />C:) <br />00 <br />1J_ <br />(7) <br />C_ <br />0 <br />0 <br />7D <br />Cn <br />0 <br />C-) <br />Li-i <br />LJ_ <br />I <br />Cn <br />CN <br />4- <br />LO <br />C_ <br />U <br />LL_ <br />!E <br />L_ <br />CL <br />Q) <br />CD <br />(D m <br />C- r*0 <br />C) <br />Lr) <br />8d <br />LLJ P <br />_J <br />< <br />n <br />< <br />pe) C14 <br />ir F- <br />X.: <br />.0 <br />LLI <br />LL _J <br />OW <br />CL �! <br />0 <br />0 C-) Cr <br />F_ LLI <br />C-) 0 (n <br />1 "1" <br />U-) (A <br />5: _J W <br />19CO29 <br />review <br />approval <br />permit 07-29-2019 <br />revision <br />revision <br />S-100 <br />