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I_ L <br />GENERAL NOTES: <br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2017 FLORIDA BUILDING CODE <br />6TH EDITION <br />T.L. HANSON 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 />WIND: <br />BUILDING IS DESIGNED TO CONFORM TO ASCE 7-10, CHAPTERS 26 THRU 31; PER 2017 FLORIDA <br />BUILDING CODE, RESIDENTIAL 6TH EDITION SECTION R301.2.1.1. AND 2017 FLORIDA BUILDING CODE <br />6TH EDITION 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 />COMPONENT & CLADDING WIND LOADS <br />ALL OTHER <br />BUILDING <br />ROOF OVERHANG <br />COMPONENT <br />ZONE <br />LOADS <br />LOADS <br />1 <br />N/A <br />+32.31-35.3 <br />2 <br />-65.7 <br />+32.3/-56.2 <br />3 <br />-110.6 <br />+32.31-89.0 <br />4 <br />N/A <br />+35.31-38.2 <br />5 <br />N/A <br />+35.3/-47.2 71 <br />6TH EDITION FLORIDA FIRE PREVENTION <br />6TH EDITION 2017 FLORIDA BUILDING CODE <br />6TH EDITION 2017 FLORIDA ACCESSIBILITY CODE <br />2017 NFPA 10 (STANDARD FOR PORTABLE FIRE EXTINGUISHERS) <br />2014 NATIONAL ELECTRICAL CODE (NFPA 70) <br />CONTRACTOR TO PROVIDE TACTICAL SIGNS AS REQUIRED <br />CONTRACTOR TO PROVIDE SIGNS DESIGNATING TYPE OF ROOF CONSTRUCTION <br />BUILDING HAS STEEL ROOF SYSTEM <br />LIGHT FRAME CONSTRUCTION SIGN NOT REQUIRED <br />BUILDING DATA: <br />OCCUPANCY CLASSIFICATION: MERCANTILE GROUP M <br />NO CHANGE OF OCCUPANCY <br />TOTAL AREA 1744 SQ.FT. / 60 = 29 PEOPLE <br />CONSTRUCTION TYPE: VB <br />FIRE PROTECTION: UNPROTECTED NON SPRINKLED <br />PLUMBING FIXTURES EXISTING <br />SPACES WITH ONE EXIT PER TABLE 1006.2.1 <br />.••. . . ■ A <br />C <br />BUILDING DESIGNS <br />13821 U.S. HWY 98 BY PASS DADE CITY, FLORIDA 33523 <br />OFFICE 352-523-2077 FAX 352-567-2070 <br />0 <br />TIME SAVER FOOD & GENERAL STORE <br />37853 STATE ROAD 54 <br />ZEPHYRHILLS, FLORIDA <br />REMOVAL OF PART OF BUILDING <br />G" <br />CRY OF Z"mYiRHI 1W <br />9UnAWG OMCtAL <br />RYMAN CONSTRUCTION INC <br />36413 STR RD 54 <br />ZEPHYRHILLS, FL 33541 <br />OFFICE 813-782-0825 <br />PLAN INDEX: <br />SHEET B 1 : EXISTING FLOOR PLAN <br />EXISTING ELEVATIONS <br />SHEET B 2 : EXISTING BUILDING CUT SECTION "A" <br />DEMOLITION FLOOR PLAN <br />SHEET B 3 : PROPOSED FLOOR PLAN <br />PROPOSED ELEVATIONS <br />WALL SECTION DETAIL "B' <br />* Na.,8654 <br />T F <br />• <br />•.....•+ <br />S�QNALENG���� <br />/111111110N <br />2 <br />T, L. HANSON <br />4 ASSOCIATES, INC. <br />CONSULTING ENGINEERS <br />ENGINEERING BUSINESS NO. E55830 <br />Post Office Box 1128 <br />Dade City, Florida 33528 <br />(352) 521-5848 THOMAS L. HANSON, PE 38654 <br />