Laserfiche WebLink
y <br />ENG�NEER <br />S NOTES: <br />1. <br />DESIGN WIND SPEED: 140 MPHuIt <br />/ 108 MPHasd , 3 sec gust <br />PER ATC, HAZARDS BY LOCATION <br />2. <br />RISK CATEGORY PER FBC 17 6th <br />EDITION 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 <br />PRESSURES PER ASCE 7-10: <br />FIGURE 30.5-1 <br />(ROOF) <br />ZONE 1 b: +10/-21 <br />ZONE 2a: +10/— 37 <br />ZONE 3a: +10/-55 <br />( WALLS) <br />ZONE 4b: +21 /-23 <br />ZONE 5b: +21 /-27 <br />GENERAL NOTES <br />CONSTRUCTION TYPE: V—B <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 PECIFICATIONS FOR MASONRY STRUCTURES <br />NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL <br />ACCOMPANYING SUPPLEMENT . ASC 7-10 <br />FLORIDA RESIDENTIAL CODE FBC—R , FLORIDA BUILDING CODE FBC 6th ed. 2017 <br />"MANUAL <br />OF STEEL CONSTRUCTION,�LLOC ABLE STRESS DESIGN(", B THE AM RICAN <br />AIS13TH EDITION. <br />"DESIGN SPECIFICATION FOR LIGHT MTAL LATE 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 NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, <br />AND ALL ACCOMPANYING SUPPLEM NT . <br />PLYWOOD DESIGN SPECIFI ATIONS A <br />FLORIDA BUILDING CODE thhCed. RES DENTIAL) (N <br />BCR) <br />ASCE 7-10 <br />12 <br />--,,�_]5 <br />1'-4" <br />d- <br />LO <br />I <br />3068 C 2) SH25 <br />EGRESS <br />+21/-23 +21/-27 <br />r <br />11'-4" 18'-8" <br />I- 30' —I <br />-REARL ELEVATI01A\ <br />I <br />i� <br />`i 1'-4" <br />75-4'' <br />LEFT ELEVATIU"Al <br />12' <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 CHORD <br />10 <br />PSF <br />FLOOR TRUSSES <br />15 <br />PSF <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 Wy <br />20 <br />PSF (NON —CONCURRENT) <br />LIMITEDDSTORAGE)E): <br />(2) SH24 <br />+21/-23 <br />' I— 59'-4" <br />(2) SH24 <br />+21 /-.23 <br />PIG HT ELEVATION <br />REVIEW DAT 2 <br />,ITY OF ZEPW HIL . <br />PLAN EXAMINER <br />ALL WOI $k� LL0owmPWAIUNG <br />CODES FLDA9WLLIW CO3 <br />NA-nON& ELECT" 0 .. . <br />AND THE CITY('ZE RW <br />oRlx -V <br />0. <br />• y� <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 Edition <br />David W. Smith, P.E. #53608 ENGINEER LICENCE #53608 <br />+17/-20 <br />FLORIDA APPROVED <br />RATED FOR INDICATED DESIGN PRESSURES MIN <br />CLOPAY MODEL#73-W6 (FL 16107) <br />OR EQUIVALENT <br />22'-8" <br />30' <br />12 <br />�5 <br />+21/-23 <br />7, — 4" <br />F-Hu"NT E���'Ti�ATIi11l' <br />PARCEL: 11- 26- 21- 0010- 02000- 0012 <br />B UTTER FI ELD INVESTMENTS I N C RICK GOLLHARDT - DRAFTSMAN <br />5967 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 10 <br />PROJECTS ENGINEERING CONSULTANT <br />9909 WALLASTON DR I VE—DADE C I TY, FLOR I DA 33525 SCALE DATE JOB NO, <br />PHONES 813-469-2289 E-MAID dwsf 1pe@earthl Ink. net DO NOT SCALE 26 SEPT 2020 <br />TERI BUTTERFIELD DESIGN/DRAWN CHECKED 2020-0831 <br />CDC 1332445 R. GOLLHARDT D.W.S.,p.e. <br />