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6' PICKET FENCE WITH EXISTING CHAINLINK EXISTING CHAINLINK PROPERTY LINE EXISTING CHAINLINK FENCE W ALLEY EXISTING SODDED AREA PROPOSED SITE PLAN SCALE 1' - 10' bITE DATA EXISTING O OS LOT AREA AREA 106 SOFT 10426 SOFT PERVIOUS AREA 5068 SQFT 5068 SOFT PERV / IMPERV 49 % 4 % PROPOSED OCCUPANT LOAD (PER FBC 2014 1004.1.2) GROSS FLOOR AREA USE AREA OCCU LOAD KITCHEN 1313 SOFT 7 UTILITY 42 SOFT 1 DINING AREA 915 SOFT 61 TOTAL OCCUPANT LOAD 69 W 1 1 REQUIRED PROVIDED WC MALE (1 ! 75) 1 1 FEM 1 1 LAV MALE (1 / 200) 1 1 FEM 1 2 PARKING CALCULATIONS OCCUPANCY ........................ A2 USE ............................. RESTAURANT GROSS FLOOR AREA ......... 3038 SOFT FACTOR ................................. 1 PER 1000 SOFT PARKING REQUIRE ........... 4 PARKING PROVIDED ............ 5 ACCESSIBLE REQUIRED... ....... - 1 ACCESSIBLE PROVIDED ............ 1 SEAT COUNT INDOOR DINING: # OF SEATS 40 OUTOOR DINING 36 TOTAL # OF SEATS 76 PROPOSED OCCUPANT LOAD (PER NFPA 7.3.1.2) UTILITY: PER 500 SQFT 42 SQFT LOAD 1 KITCHEN PER 100 SQFT 1313 SQFT LOAD 13 SEATING AREA: PER 15 SQFT 915 SQFT LOAD 61 TOTAL OCCUPANT LOAD 75 NOTE: THE CITY OF ZEPHYRH ILLS IS TO PERFORM ALL SITEWORK CONSTRUCTION IN THE RIGHT OF INSTALLED 6' PICKET FENCE WAY. EXISTING 4' CHAINLINK FENCE PROPERTY LINE CONTINUOUS HEDGE 24" TALL SHRUBS PLANTED 30" OC COMBINATION OF 1. JUNIPER 2. ABECOLA ST AUGUSTINE SOD WITH UNDERGROUND LOW VOLUME IRRIGATION SYSTEM CONC. WALKWAY UNDERSTORY TREE BAMBOO TREE "e_ BUILDING SPECIFICATIONS - CLASSIFICATION OF WORK: CHANGE IN OCCUPANCY -ALTERATION LEVEL: III - CONSTRUCTION TYPE: III-B -EXISTING OCCUPANCY CLASSIFICATION: B - PROPOSED OCCUPANCY CLASSIFICATION: A2 - EXISTING BUILDING AREA: 2268 SQ FT. - AREA OF OPEN PATIO: 754 SQ FT. - EXISTING CONDITIONED AREA: 2139 SQ FT. - NEW CONDITIONED AREA ADDED: 0 SQ FT. -TOTAL BUILDING AREA: 3015 SQ FT. FASTENING SCHEDULE CONNECTION FASTENER # OR SPACING JOIST TO SILL OR GIRDER TOE NAIL Bd COMMON 3 BRIDGING TO JOIST TOE NAIL EA. END 8d COMMON 2 tx6 OR LESS SUBFLOOR TO EA. JOIST FACE NAIL Bd COMMON 2 OVER 1x6 SUBFLOOR TO EA. JOIST FACE NAIL Bd COMMON 3 2-INCH SUBFLOOR TO JOIST OR GIRDER BLIND AND FACE NAIL 16d COMMON 2 SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d COMMON 16 O.C. SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANEL BRACED WALL PANELS 3 - 16d COMMON 16' O.C. TOP PLATE TO STUD END NAIL 16d COMMON 2 STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 STUD TO SOLE PLATE, END NAIL 16d COMMON 2 DOUBLED STUDS, FACE NAIL 16d COMMON 24 O.C. DOUBLED TOP PLATES, TYP. FACE NAIL 16d COMMON 16 O.C. DOUBLED TOP PLATES, UP SPLICE l6d COMMON 8 BLOCKING BETWEEN JOIST OR RAFTES TO TOP PLAlL TOE NAIL 8d COMMON 3 RIM JOIST TO TOP PLATE, TOE NAIL 8d COMMON 6 O.C. TOP PLATES UP AND INTERSECTIONS FACE NAIL 16d COMMON 2 CONTINUOUS HEADER TWO PIECES 16d COMMON 16 O.C. ALONG EDGE CEILING JOISTS TO PLATE, TOE NAIL 8d COMMON 3 CONTINUOUS HEADER TO STUD TOE NAIL 8d COMMON 4 CEILING JOISTS LAPS OVER PARTITIOK FACE NAIL 16d COMMON 3 CEILING JOISTS TO PARALLEL RAFTERS FACE NAIL l6d COMMON 3 RAFTER TO PLATL TOE NAIL 8d COMMON 3 1-INCH DIAGONAL BRACE TO E.A. STUD AND PLATE. FACE NAIL 8d COMMON 2 1x8 OR LESS SHEATHING TO EA. BEARING FACE NAIL 8d COMMON 2 OVER lx8 SHEATHING TO EA. BEARING FACE NAIL 8d COMMON 3 BUILT-UP CORNER STUDS l6d COMMON 24 O.C. BUILT-UP GIRDERS AND BEAMS 20d COMMON 327 O.C. 0 TOP & BOT. do STAGGERED 2 ENDS A 0 EA. SPLICE 2-INCH PLANKS 16d COMMON AT EACH BEARING COLLAR TIE TO RAITER, FACE NAIL 10d COMMON 3 JACK RAFTER TO HIP, TOE NAIL 10d COMMON 3 JACK RAFTER TO HIP FACE NAIL 16d COMMON 2 RIDGE RAFTER TO 2x RIDGE BEAM, TOE NAIL 16d COMMON 2 RIDGE RAFTER TO 2x RIDGE BEAM FACE NAIL 16d COMMON 2 JOIST TO ®AND JOIST FACE NAIL 16d COMMON 3 LEDGER STRIP FACE NAIL 16d COMMON 3 WOOD STRUCTURAL PANELS AND PARTICLEBOARD: SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING): 1/;' AND LESS 6d COMMON 15/32' - 19/32' Bd COMMON 19/32' - 3/4' 8d COMMON OR 6d DEFORMED SHANK 7 8' - 1' 8d COMMON OR DEFORMED SHANK 6' O.0 EDGES AND INTERMEDIATE 1 1/8' - 1 1/4- 10d COMMON OR 8d DEFORMED SHANK 4' O.C. AT COMPONENT AND SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAI'MENT TO FRAMING): CLADDING EDGE STRIP 3/4' AND LESS 6d DEFORMED SHANK 7/8' - 1- 8d DEFORMED SHANK 1 1 8' - 1 1 4' 10d COMMON OR 8d DEFORMED SHANK PANEL SIDING TO FRAMING 1/2' AND LESS 6d CORROSION RESISTANT SIDING OR CASING NAIL 8d CORROSION RESISTANT SIDING OR CASING NAIL FIBERBOk-0 SHEATHING 1/2' 6d COMMON NAIL OR 11 ga GALV. ROOFING NAIL 1-1/2- LONG WITH 7/16' HEAD 25/32' 8d COMMON NAIL OR 11 go GALV. ROOFING NAIL 1-3/4- LONG WITH 7/16' HEAD INTERIOR PANELING 4d CASING OR FINISH NAIL 6d CASING OR FINISH NAIL 6' ON PANEL EDGES, 1Y INTERMEDIATE 6* ON PANEL EDGES, 12' INTERMEDIATE WIND LOADS: DESIGN WIND SPEED RISK CATEGORY WIND EXPOSURE ENCLOSURE CLASSIFICATION INTERNAL PRESSURE COEFFICIENT A - 33.4 PSF B - NIA C - 27.8 PSF D - NIA ALL GLAZED DOORS AND WALL PANELS THAT EXTEND TO LESS THAN 18" ABOVE THE FLOOR LEVEL ARE TO BE OF SAFETY GLASS. 145 MPH I �h II � lw B ENCLOSED .18 I'1(D f%A) Ott ' w F o 1/40 Nd /yqt4 C/�yQNq� E(841 Fn/NCOO6 cot) MPt y I,yn,N ?Fph RNA<<ct � OAF SIN CTy�Ftv� pZZV�F2 Ayy �- �9M/ R� NCR <<S SCOPE OF W0� THE BUILDING IS TO BE CONVERTED INTO A RESTAURANT THE EXISTING BUILDING IS TO BE MODIFIED AS PER THESE PLANS THE EXISTING ELECTRICAL IS TO BE MODIFIED. BCC =01=1113=0 THE PRODUCTS AND PROVISIONS THESE PLANS APE DESIGNED AND THE PINELLAS PARK, FLORIDA. WORK HTO BE HEREQUIREPERFORMED INCOMPLIANCE LIVING FOODS OASIS SPECIFIED IN THESE PLANS REPRESENT WITH THE REQUIREMENTS OF THE 2014 THE MINIMUM ACCEPTABLE STANDARDS. FLORIDA BUILDING CODE (FIFTH EDITION) SITE PLAN /GENERAL NOTES MATERIALS AND PROCEDURES THAT ARE BAII, B COMPATIBLE WITH OR EXCEED THESE ADDRESS: 38201 OTH. AVE SPECIFICATIONS ARE ACCEPTABLE 45894 ZEPHYRHILLS FLORIDA SUBSTITUTES JrW. 721 526 8807 s� owo W'Lli. "'a"'r•f=;� am p 02-01-16-01 c""L sc" '-1' 0ATE FEBRUARY 2016 1 OF 8 2 I1 HI F Fl D ul F