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ENGINEER' <br />S NOTES: <br />1. <br />DESIGN WIND SPEED: 140 MPHult <br />/ 110 MPHasd , 3 sec gust <br />PER ATC HAZARDS BY LOCATION <br />2. <br />RISK CATEGORY PER Table 1604.5 II <br />3. <br />EXPOSURE CATEGORY = "B" <br />4. <br />INTERNAL PRESSURE COEFFICIENT <br />= +/— 0.18 (ENCLOSED BLDG) <br />5. <br />COMPONENTS & CLADDING DESIGN PRESSURES PER ASCE 7-10: <br />FIG 30.5-1 <br />(ROOF) <br />ZONE 1 b: +10/-21 <br />psf <br />ZONE 2a: +10/-37 <br />psf <br />ZONE 3a: +10/-55 <br />psf <br />(WALLS) <br />ZONE 4b: +21 /-23 <br />psf <br />ZONE 5b: +21 /-27 <br />psf <br />GENERAL NOTES <br />CONSTRUCTION TYPE: 5-8 <br />ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL ONCRETE <br />ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/ MS 602-16 <br />SPECIFICATIONS FOR MASONRY STRUCTURES. <br />ASTM C270-12a C90-06b & C91-05 5PECIFICATIONS FOR MASONRY STRUCTURES <br />NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL <br />ACCOMPANYING SUPPLEMENTS. ASC 7-10 <br />FLORIDA RESIDENTIAL CODE FBC—R� FLORIDA BUILDING CODE (fBC) 6th ed. �2017) <br />"MANUAL OF STEEL CONSTR CTION ABLE STRESS DESIGN , BY THE AM RICAN <br />INSTITUTE OF STEEL CONSTRUCTION,AIS) 13TH EDITION. <br />"DESIGN SPECIFICATION FOR LIGHT M�LLQC <br />TAL PLATE CONNECTED WOOD TRUSSES" BY THE <br />TRUSS PLATE INSTITUTE TR11-14. <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 PECIFICATIONS FOR MASONRY STRUCTURES <br />NATIONAL DESIGN SPECIFICATIONS NNDS) FOR WOOD CONSTRUCTION, 2015 EDITION, <br />AND Ab� A OMXP�, 1plpl STI PNSM� T PLYWO D IG JPrtt ( <br />FLORIDA BUILDING CODE tBhCed. RESIDENTIAL) A <br />FD <br />CR) <br />ASCE 7-10 <br />DEAD LOADS : <br />UNIT WEIGHT OF SOIL, COMPACTED • <br />120 <br />PCF <br />UNIT WEIGHT OF REINFORCED CONCRETE <br />150 <br />PCF <br />UNIT WEIGHT OF 8 C.M.U. BLOCK <br />55 <br />PSF <br />1ST FLOOR SUPERIMPOSED LOAD <br />20 <br />PSF <br />UNIT WEIGHT OF 2x4 PARTITION WALLS <br />11 <br />PSF <br />UNIT WEIGHT OF 2x6 BEARING WALLS <br />12 <br />PSF <br />BALCONIES & DECKS <br />15 <br />PSF <br />TILE ROOF <br />TOP CHORD <br />15 <br />PSF <br />BOTTOM CHORD <br />10 <br />PSF <br />SHINGLE ROOF <br />TOP CHORD <br />7 <br />PSF <br />BOTTOM <br />15 <br />SF <br />PPSF <br />FLOOR TRUSSCHORD <br />LIVE LOADS : <br />SIDEWALK AND DRIVEWAY LOAD <br />250 <br />PSF <br />GARAGE LOADS : <br />40 <br />PSF <br />PARTITIONED ROOMS <br />40 <br />PSF <br />BALCONY AND DECKS <br />60 <br />PSF—UNDER 100 sq. ft. <br />STAIRWAYS AND LANDINGS <br />40 <br />PSF <br />SLEEPING ROOMS <br />30 <br />PSF <br />FLOOR TRUSS <br />TOP CHORD MINIMUM <br />40 <br />PSF <br />ROOF TRUSS <br />TOP CHORD MINI UM <br />20 <br />PSF <br />BOTTOM CHORD ATTIC W/OLIMITEDDSTORAGE): <br />10 <br />(NON —CONCURRENT) <br />20 <br />PSF <br />c0 •� .I <br />N 00 <br />SH 25 <br />EGRESS <br />-------------- <br />2210' - 8" <br />32'-8" —� <br />FLORIDA APPROVED <br />RATED FOR INDICATED DESIGN PRESSURES MIN <br />CLOPAY MODEL#73-W6 (FL 16107) <br />OR EQUIVALENT <br />REAR ELEVATION <br />I- <br />c� <br />w <br />. U <br />Z <br />_J <br />W <br />U <br />EGRESS <br />N I 1- <br />In N 1'-4" <br />Ld <br />00 <br />C� <br />SH 23 _ J <br />(2) SH24 0 <br />SH 25 SH 25 SH 25 <br />FINISH FLOOR ELEVATInm EGRESS EGRESS <br />LEFT ELEVATION <br />-------------------------------------------------------------------- <br />L::A <br />SH 25 SH 25 <br />EGRESS EGRESS <br />----------------------------------------- ---------------------- <br />3'-4" <br />w <br />RIGHT ELEVATION <br />5/12 <br />GG,p\�G GGG�. <br />�yJ O?�Oc RZE N� RH��yS <br />NPtIDpEG� Sod Flo <br />11-4" <br />------------------ <br />Al <br />5/12 <br />------------------------ -- <br />N <br />Ln <br />N I W <br />00 <br />(2) 17215 2 SH 25 <br />_. EGRESS FFE. <br />- --- - ----------------------------- - --------------------- <br />i I t <br />FRONT ELEVATION <br />J <br />hereby certify that I have reviewed this plan and found it to be in I <br />compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition <br />David W. Smith, P.E. #53608 ENGINEER LICENCE #53608 <br />N in <br />I I <br />d' <br />GRADE ELEVATION <br />PARCEL. 11-26-21-0010-02000-0011 <br />BUTTERFIELD INVESTMENTS INC RICK GOLLHARDT - DRAFTSMAN <br />5985 14TH STREET 813-781-3651 <br />ZEPHYRHILLS, FLORIDA rgollhardt®tampabay.rr.com <br />D.W.SMITH,M.S.,P.E.#53608 ELEVATIONS SHEET OF <br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 1 OF 9 <br />PROJECTS ENGINEERING CONSULTANT <br />9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 SCALE DATE JOB NO. <br />PHONE: 813-469-2289 E-MAIL: dwsf l pe@earth l ink, net DO NOT SCALE 3 0: AUG 2020 <br />DESIGN/DRAWN CHECKED 2020-0818 <br />R. GOLLHARDT D.W.S.,p.e. <br />