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_ L L <br />GENERAL NOTES: <br />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 />SLAB: <br />LIVE LOAD - 50 P.S.F. <br />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 />+32.3/-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 />NIA <br />+35.3/-472 <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 />BUILDING DATA <br />TOTAL AREA 3588 SQ. FT. <br />OCCUPANT LOAD 120 STUDENTS <br />USE AND OCCUPANCY: EDUCATIONAL GROUP E <br />CONSTRUCTION TYPE: VB <br />FIRE PROTECTION: NON SPRINKLED <br />PLUMBING FIXTURES SHOWN PER TABLE 403.1 <br />FLORIDA BUILDING CODE 2020 7 EDITION <br />PLUMBING <br />ENEMY& I& ► ■ ■■■w %k i <br />IW- D E S I G N S I N C <br />BUILDING DESIGNS <br />13821 U.S. HWY 98 BY PASS DADE CITY, FLORIDA 33523 <br />OFFICE 352-523-2077 <br />INTERIOR RENOVATION DRAWINGS FOR <br />THE ACADEMY OF SPECTRUM DIVERSITY <br />5320 1 ST STREET <br />ZEPHYRH I LLS, FLORIDA <br />JOB SITE LOCATION MAP <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 />INTERIOR FINISHES <br />TABLE 803.11 <br />INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY' <br />SPRiNKLEREV <br />NONSPRINKLERED <br />GROUP <br />Interior stairways and ramps <br />and exit passageways' n <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 />A° <br />i B` <br />A-3', A-4, A-5 <br />B <br />B <br />C <br />A <br />A' <br />C <br />B, E, M, R-1 1 <br />B <br />C <br />C <br />A <br />B <br />R-4 <br />B <br />C <br />, C <br />A <br />B <br />B <br />C <br />C <br />C <br />B <br />C <br />C <br />B <br />B <br />Ca <br />A <br />A <br />B <br />I-1 <br />B <br />C. <br />C <br />A <br />B <br />B <br />1-2 <br />B <br />B <br />B` <br />A <br />A <br />B <br />I-3 <br />A <br />A' <br />C <br />A <br />A <br />B <br />1-4 <br />B <br />B <br />B" <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 15 4 mm, 1 square foot = 0.0929 m'. <br />a. Class C interior finish materials shall be permitted for wainscotting or paneling of not more than 1,0M 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 />b. In other than Group 1-3 occupancies in buildings less than three stories above grade plane, Class B interior finish for nonsprinklered buildings and Class C <br />interior finish for sprinklered buildings shall be permitted in interior exit stainvays and ramps. <br />c. Requirements for rooms and enclosed spaces shall be based upon spaces enclosed by partitions, 'Nhere a fire -resistance rating is required for structural <br />elements, the enclosing partitions .shall extend from the floor to the ceiling. Partitions that do not comply writh this shall be 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.sha l 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 />e. 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 bolding exceeds two stories. <br />h. Glass C interior finish materials shall be permitted in administrative spaces. <br />i. Class C interior finish materials shall he permitted in rooms with a capacity of four persous 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 />k. Finish materials as provided for in other sections of this code. <br />1. Applies when protected by an automatic sprinkler system installed in accordance with Section 9033.1.1 or 903.3.1.2. <br />PROTOLICH CONTRACTING <br />7051 LEXINGTON CIRCLE <br />BROOKSVI LLE FL 34602 <br />813-446-38221 <br />ray <br />SITE <br />P LAN INDEX <br />SITE PLAN BY OTHERS <br />SHEET B 1: EXISTING FLOOR PLAN <br />SHEET B 2: PROPOSED FLOOR PLAN <br />INTERIOR DOOR DETAIL <br />INTERIOR DOOR SCHEDULE <br />EXTERIOR DOOR AND WINDOW SCHEDULE <br />FIRE CORRIDOR DETAIL <br />EXTERIOR WALL SECTION DETAIL <br />INTERIOR WALL DETAIL <br />OPENING DETAILS S-1 S-2 <br />SHEET M 1: H*r/AC LAYOUT <br />SHEET M 2: HVAC EQUIPMENT DETAILS <br />SHEET <br />E <br />1: <br />POWER PLAN <br />� <br />ELECTRICAL LEGEND &SCHEDULE <br />SHEET <br />E <br />2: <br />LIGHTING PLAN <br />SHEET <br />L <br />S: <br />LIFE SAFETY PLAN <br />SHEET <br />P <br />1: <br />PLUMBING PLAN <br />ADA DETAILS <br />PLUMBING SCHEDULE <br />REVIEW UWE_ ! - 5. �a-y <br />CITY OF ZEPHYs-at.w.. <br />FIRE AND LIFE SAFETY EXAMIl <br />P° aEV <br />AND THE CITY <br />ALL WORK SHALL COMPLY WITH <br />NFFA CODES AND STANDARDS <br />--( <br />CIS a'OF PI I PLAN E_XAAA!,NER <br />ARKAY ENGINEERING INC. <br />structural eng f veers <br />11358 E. Edgewood Drive, Lakeland Fl 33803 <br />Phone 863-686-w6500 Fax 863-688-6551 <br />State of Florida Certificate of Authorization * EB6341 <br />tin Richard L Kiddey P.E. - Florida License N 31296 <br />0 ARKAY 111955c3 <br />