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ENGINEER'S NOTES: <br />1. DESIGN WIND SPEED: 140 MPH Veit/ 108 MPH �sd, 3 sec gust <br />2. RISK CATEGORY PER Table 1604.5 : II <br />3. EXPOSURE CATEGORY <br />= "B' <br />4. INTERNAL PRESSURE COEFFICIENT <br />= +/— 0.18 (ENCLOSED BLDG) <br />5. COMPONENTS & CLADDING <br />DESIGN PRESSURES PER ASCE 7-10: <br />(ROOF) <br />ZONE 1b: <br />+11/-18 <br />ZONE 2a: <br />+12/-33 <br />ZONE 3a: <br />+12/-49 <br />(WALLS) <br />ZONE 4b: <br />+20/-22 <br />7nNli <br />-A- r)n /_ <br />7F <br />GENERAL NOTES <br />CONSTRUCTION TYPE: 5-13 <br />ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE <br />ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 <br />SPECIFICATIONS FOR MASONRY STRUCTURES. <br />ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES <br />NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL <br />ACCOMPANYING SUPPLEMENTS. ASCE 7-10 <br />FLORIDA RESIDENTIAL CODE FBC—R , FLORIDA BUILDING CODE (FBC) 6th ed. 2017) <br />INSTTUTE OF STEEL CONSTRUCTION, A,S AB3THSEDITIONDESIGN', BY THE AM RICAN <br />"DESIGN SPECIFICATION FOR LIGHT MPAL PLATE CONNECTED WOOD TRUSSES" BY THE <br />TRUSS PLATE INSTITUTE TRI1-14. <br />DESIGN : <br />ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE <br />ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 <br />SPECIFICATIONS FOR MASONRY STRUCTURES. <br />ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES <br />NATIONAL DESIGN SPECIFICATIONS NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, <br />AND ALL ACCOMPANYING SUPPLEM NT . <br />PLYWOOD DESIGN SPECIFICATION S <br />PECIFI ATI NS APA <br />FLORIDA BUILDING CODE tBhCed. RESIDENTIIAL) AND <br />ASCE 7-10 <br />DEAD LOADS : <br />UNIT WEIGHT OF SOIL, COMPACTED <br />UNIT WEIGHT OF REINFORCED CONCRETE <br />UNIT WEIGHT OF 8 C.M.U. BLOCK <br />1ST FLOOR SUPERIMPOSED LOAD <br />UNIT WEIGHT OF 2x4 PARTITION WALLS <br />UNIT WEIGHT OF 2x6 BEARING WALLS <br />BALCONIES & DECKS <br />TILE ROOF <br />TOP CHORD <br />BOTTOM CHORD <br />SHINGLE ROOF <br />TOP CHORD <br />BOTTOM CHORD <br />FLOOR TRUSSES <br />LIVE LOADS : <br />SIDEWALK AND DRIVEWAY LOAD <br />GARAGE LOADS : <br />PARTITIONED ROOMS <br />BALCONY AND DECKS <br />STAIRWAYS AND LANDINGS <br />SLEEPING ROOMS <br />FLOOR TRUSS <br />TOP CHORD MINIMUM <br />ROOF TRUSS <br />120 PCF <br />150 PCF <br />55 PSF <br />20 PSF <br />11 PSF <br />12 PSF <br />15 PSF <br />15 PSF <br />10 PSF <br />7 PSF <br />10 PSF <br />15 PSF <br />250 PSF <br />40 PSF <br />40 PSF <br />60 PSF—UNDER 100 sq. ft. <br />40 PSF <br />30 PSF <br />40 PSF <br />TOP CHORD MINI UM 20 PSF <br />BOTTOM CHORD ATTIC W/0 LIMITED STORAGE 10 PSF (NON —CONCURRENT) <br />BOTTOM CHORD ATTIC W/ LIMITED STORAGE : 20 PSF <br />RAILING LOADS : <br />ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A <br />CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY <br />DIRECTION ON THE RAILING. <br />ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A <br />HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD <br />OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL <br />GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED <br />HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. <br />GENERAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND COORDINATING ALL FIELD DIMENSIONS. <br />E L 1_�,_'V A T 10 1V <br />2 2' 2 0' 7' <br />a <br />LEFT ELEVA TIO I\[ <br />hereby certify that I have reviewed this plan and found it to be in <br />compliance with ASCE 7-10 and the Florida Building Code 2017 6th <br />David W. Smith, P.E. <br />PROJECT SCOPE. <br />1. ADD 22 X24, NEW LIVING <br />AREA <br />BACK <br />AREA ; <br />A. KITCHEN, LIVING ROOM <br />AND <br />WOOD <br />DECK <br />2. ADD 14'X27' NEW LIVING <br />AREA <br />RIGHT <br />AREA <br />A. MASTER BEDROOM, BATH AND CLOSET <br />3. CEILING HEIGHT OF NEW <br />ADDITON TO <br />BE 8'-0" <br />A. EXISTING CEILING HEIGHT <br />7'-4" <br />K SNA�.I- GO�tPNG r,DE <br />vvOK BVILDti <br />COGFS FL PECTR4C Cr <br />NA�IOHECITY nF �FP!'Yf�NILI.N <br />�� L• <br />OPDINANGES <br />Is <br />ELEVATION <br />TEMAI 2 � <br />OF ��pNYRN1LL <br />PAN <br />U/ , <br />