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THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2020 FLORIDA BUILDING CODE <br />7 TH EDITION <br />ARKAY ENGINEERING A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING <br />COMPANY; HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE. <br />THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE <br />FOLLOWING SUPERIMPOSED LOADS: <br />FLOORS: SLAB: <br />LIVE LOAD - 40 P.S.F. LIVE LOAD - 50 P.S.F. <br />DEAD LOAD - 10 P.S.F. DEAD LOAD - 10 P.S.F. <br />ROOF: <br />LIVE LOAD (TRUSS TOP CHORD) - 20 P.S.F. <br />DEAD LOAD (TRUSS TOP CHORD) - 10 P.S.F. <br />DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P.S.F. <br />ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 7 P.S.F. <br />WIND: <br />BUILDING IS DESIGNED TO CONFORM TO ASCE 7-16, CHAPTERS 26 THRU 31; PER 2014 FLORIDA <br />BUILDING CODE, RESIDENTIAL - SECTION R301.2.1.1. AND 2014 FLORIDA BUILDING CODE <br />SECTION 1609.1.1. <br />WIND DESIGN ASSUMPTIONS: <br />BUILDING EXPOSURE - B <br />BUILDING RISK CATEGORY - II <br />MEAN ROOF HEIGHT 30' OR LESS <br />HEIGHT & EXPOSURE ADJUSTMENT <br />COEFFICIENT = 1.0 <br />ENCLOSED BUILDING <br />INTERNAL PRESSURE COEFFICIENT = +/- 0.18 <br />WIND SPEED SHOWN AT THE BOTTOM RIGHT <br />CORNER OF THIS SHEET <br />ALL STRUCTURAL ELEMENTS, EXTERIOR <br />WALLS AND INTERIOR WALLS SHALL BE <br />TYPE V CONSTRUCTION PER FBC 602.5 <br />SOIL BEARING & COMPACTION: <br />COMPONENT & CLADDING WIND LOADS <br />ALL OTHER <br />BUILDING <br />ROOF OVERHANG <br />COMPONENT <br />ZONE <br />LOADS <br />LOADS <br />1 <br />NIA <br />+32.3/-35.3 <br />2 <br />-65.7 <br />+32.31-56.2 <br />3 <br />-110.6 <br />+32.3/-89.0 <br />4 <br />N/A <br />+35.3/-38.2 <br />5 <br />N/A <br />+35.3/-47.2 <br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F. <br />(MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL <br />ON THE SITE IS PROPERLY PREPARED & COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F. <br />FOUNDATION LOADING. <br />ARKAY ENGINEERING A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL <br />ENGINEERING COMPANY; DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE <br />NOR PERFORMING ANY SOIL TESTING. <br />ARKAY ENGINEERING SHALL NOT BE RESPONSIBLE FOR THE SITE SOILS ABILITY TO SUPPORT <br />THE BUILDING LOADS. <br />0 a 0- a A W <br />kv*104 TOWN FRICTO 19 ;7kJAIne"i <br />AWY 301, ZEPHYRHILLS, FLORIDP� <br />INTERIOR FINISHES <br />TABLE 803.11 <br />INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk <br />SPRINKLEREY <br />NONSPRINKLERED <br />GROUP <br />Interior exit stairways and ramps <br />and exit passageways° <br />Corridors and <br />enclosure for exit <br />access stairways <br />and ramps <br />Rooms and <br />enclosed <br />spaces` <br />Interior exit stairways and <br />ramps and exit <br />passageways" <br />Corridors and <br />enclosure for exit <br />access stairways <br />and ramps <br />Rooms and <br />enclosed <br />spaces, <br />A-1 & A-2 <br />B <br />B <br />C <br />A <br />Ad <br />B` <br />A-3t, A-4, A-5 <br />B <br />B <br />C <br />A <br />Ad <br />C <br />B, E, M, R-1 <br />B <br />C <br />C <br />A <br />B <br />C <br />R-4 <br />B <br />C <br />C <br />A <br />B <br />B <br />F <br />C <br />C <br />C <br />B <br />C <br />C <br />H <br />B <br />B <br />C= <br />A <br />A <br />B <br />1-1 <br />B <br />C <br />C <br />A <br />B <br />B <br />1-2 <br />B <br />B <br />Bh• ` <br />A <br />A <br />B <br />I-3 <br />A <br />A' <br />C <br />A <br />A <br />B <br />I-4 <br />B <br />B <br />Bh` <br />A <br />A <br />B <br />R-2 <br />C <br />C <br />C <br />B <br />B <br />C <br />R-3 <br />C <br />C <br />C <br />C <br />c <br />C <br />S <br />c <br />C <br />C <br />B <br />B <br />C <br />U <br />No restrictions <br />No restrictions <br />For SI: I inch = 25.4 mm, 1 square foot = 0.0929 mi. <br />a. Class C interior finish materials shall be permitted for wainscotting or paneling of not more than 1,000 square feet of applied surface area in the grade lobby <br />where applied directly to a noncombustible base or over furring strips applied to a noncombustible base and fireblocked as required by Section 803.13.1. <br />for finish for none rinklered d <br />b. In other than Group I.3 occupancies in buildings less than three stories above grade plane, Class B interior p buildings an Class C <br />interior finish for sprinklered buildings shall be permitted in interior exit stairways and ramps. <br />c. Requirements for rooms and enclosed spaces shall be based upon spaces enclosed by partitions. Where a fire -resistance rating is required for structural <br />elements, the enclosing partitions shall extend from the floor to the ceiling. Partitiom that do not comply with this shall he considered enclosing spaces and the <br />rooms or spaces on both sides shall be considered one. In determining the applicable requirements for rooms and enclosed spaces, the specific occupancy <br />thereof,shall he the governing factor regardless of the group classification of the building or structure. <br />d. Lobby areas in Group A-1, A-2 and A-3 occupancies shall not be less than Class B materials. <br />c. Class C interior finish materials shall be permitted in places of assembly with an occupant load of 300 persons or less. <br />f. For places of religious worship; wood used for ornamental purposes, trusses, paneling or chancel furnishing shall be permitted. <br />g. Class B material is required where the building exceeds two stories. <br />h. Class C interior finish materials shall be permitted in administrative spaces. <br />i. Class C interior finish materials shall be permitted in rooms with a capacity of four persons or less. <br />j. Class B materials shall be permitted as wainscotting extending not more than 48 inches above the finished floor in corridors and exit access stairways and <br />ramps. <br />1;. Finish materials as provided for in other sections of this code. <br />L Applies when protected by an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. <br />5LIILDINGx <br />ADDITION <br />REVIEW DATE: <br />CITY OF ZEPHYRHI LS <br />BUILDING OFFICIAL <br />WITH <br />NFF�' GppIG.� A <br />NpAR <br />USE AND OCCUPANCY: UTILITY USE <br />CONSTRUCTION TYPE: VB <br />SITE PLAN BY OTHERS <br />SHEET r BRIDGE FLOOR 1 <br />BRIDGE FOUNDATION <br />SHEET B 2: <br />051 <br />Al;S1 <br />�VIE`N DRQH,-� <br />`tRNi LS MINE <br />GIN Of ZE, v EIA <br />FIRE p,ND LIFE SAFE <br />FLORIDA FIRE PREVENTION CODE 7TH EDITION <br />7 TH EDITION 2020 FLORIDA BUILDING CODE <br />7 TH EDITION 2020 FLORIDA ACCESSIBILITY CODE <br />7TH EDITION 2020 FLORIDA PLUMBING CODE <br />NFPA 10 (STANDARD FOR PORTABLE FIRE EXTINGUISHERS) <br />2017 NATIONAL ELECTRICAL CODE (NFPA 70) <br />BUILDING HAS WOOD ROOF SYSTEM <br />LIGHT FRAME CONSTRUCTION SIGN REQUIRED <br />RESTROOM FLOORS TO BE A NON ABSORBENT MATERIAL <br />RESTROOM WALLS TO BE A NON ABSORBENT MATERIAL <br />MINIMUM 60" ABOVE FINISH FLOOR <br />ALL WORK SHALL COMPLY WITH PREVAILING <br />CODES FLORIDA BUILDING CODE, <br />NATIONAL ELECTRIC CODE, <br />AND THE CITY OF ZEPHYRHILLS <br />ORDINANCES <br />FOOTING AND FOUNDATION DETAILS <br />FOUNDATION NOTES <br />EPICORE LAYOUT PLAN <br />SAFETY RAILING DETAIL <br />EXISTING FLOOR PLAN <br />PROPOSED ADDITION FLOOR PLAN <br />SHEET B 4 PROPOSED ADDITION •ELEVATIONS <br />PROPOSED ADDITION FOUNDATION PLAN <br />PROPOSED ADDITION LAYOUT <br />PROPOSEDADDITION CUT SECTION <br />SHEET B 5: PROPOSED ADDITION ROOF FRAMING PLAN <br />PROPOSED AD D• PLAN <br />NOTESELECTRICAL <br />PROPOSED ADDITION BUILDING CUT SECTION DETAILS <br />PROPOSED ADDITION EPICORE LAYOUT PLAN <br />SANITARY LINE PLAN <br />WATER LINE PLAN <br />SMEET .6: FACADE FLOOR <br />FACADE DETAILS <br />RANDY <br />WATON PK,4r ENG%INEEPING INC;. <br />structural en!2insers <br />D E S I G N S I N C 1958 E. Edgewood Drive, Lakelard FI 33803 <br />Phone 8(03-688-<0500 Fax 8(03-(088-655i <br />DRAFTING DESIGNS <br />State of Florida Certificate of Authorization # E56341 <br />13821 U.S. HWY 98 BY PASS DADE CITY, FLORIDA 33523 i2ichard L fGiddey P.E. - Florida License # 3i2gro <br />OFFICE 352-523-2077 <br />ARKAY #19726 <br />