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I <br />1'- <br />AREA'S <br />KENNEL 328 <br />COVER OVER FENCE 194 <br />PETCO—PERFECT PET ALL WEATHER <br />SERIES INSULATED PET DOOR 9.75"X17" <br />OR EQUIVALENT. (SIZE OPTIONAL) <br />G.C. TO CONFIRM OPENING SIZE FOR DOGGIE <br />DOOR WITH OWNER <br />15' — 4" <br />LEFT ELE VA TIO N <br />r <br />32"X32" <br />w1 3'-8" NON FIXED <br />TEMPERED <br />32"X32" <br />NON FIXE 3'-8" <br />TEMPERED <br />STORAGE ;MINILIT HB <br />CABINET l__SP1 <br />00 <br />WASH TUB I I <br />17-1:: 1I I <br />03" DRAIN 03" DRAIN 32"X32" <br />NON 3FIXE NON FIXED <br />TEMPERED KENNEL #1 KENNEL #2 KENNEL #3 KENNEL #4 TEMPERED <br />HB------- ---- - <br />W LJ <br />O <br />00 <br />2 6 <br />LU <br />O <br />J 00 <br />C� <br />,-6„ <br />:j ---- - ------------------ ---------_`1 F� �W--- ----------�------- -- 4 <br />Ell <br />Im <br />SEWER CONNECTION I DRAIN I DRAIN I DRAIN I DRAIN <br />TO EXISTING I I I <br />I I I I I <br />I N I I I I <br />! I I FENCED! ! ! I <br />CD I GRASS !AREA I I <br />TYPICAL: ! ! <br />I I I I I <br />I I I I I <br />I I I I I <br />----- - - - - - - - - -- - - - - - - - - --- ---------b <br />—21 '-2„ ,-2„ ,-2„ <br />20'-8" <br />22'-5" <br />NOTE: EAST SIDE OF CHAIN LINK FENCE PROVIDE GATE <br />nPP-Nii(\Ir_c FOR EAC'u vp:-NINIp-I <br />22'-5" <br />Flor-% Isr, <br />/ _1AU_1­T ELE? A TION <br />I I I I I I <br />I I I I I I <br />I I I I I I <br />I I I I I I <br />I I I I I I <br />I I I I I I <br />I I I I I I <br />PET DOOR I !PET DOOR I !PET DOOR I I PET DOOR <br />9.75"X17" i i 9.75"X17" i i 9.75"X17" i i 9.75"X17" <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ij <br />FRONT ELEVATION <br />W /0 FENCE k COVER <br />15' — 4" <br />00 <br />No. 536 • _ <br />= +: <br />STA ki <br />O •.Ftt.• <br />♦�� NA <br />till <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 />EN(DNEER'S <br />NOTES: <br />1. <br />DESIGN WIND <br />SPEED: 140 MPH V 108 <br />MPH V asd3 sec gust <br />2. <br />RISK CATEGORY <br />PER <br />Table 1604.5 <br />II <br />3. <br />EXPOSURE CATEGORY = "B" <br />4. <br />INTERNAL PRESSURE <br />COEFFICIENT = +/— 0.18 <br />(ENCLOSED BLDG) <br />5. <br />COMPONENTS <br />& CLADDING DESIGN PRESSURES PER ASCE 7-10: <br />(ROOF) <br />ZONE 1 b: <br />+11 /-18 <br />ZONE 2a: <br />+12/-33 <br />ZONE 3a: <br />+12/-49 <br />(WALLS) <br />ZONE4b: <br />+20/-22 <br />ZONE 5b: <br />+20/-26 <br />CODES: <br />FLORIDA BUILDING CODE, 6TH EDITION 2017 <br />ASCE 7-10 <br />CONSTRUCTION TYPE: 5—B <br />BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE A 1318-11) <br />SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING �ACI 301 ] <br />BUILDING CODE REQUIREMENTS FOR MASONRY STURCTURES (ACI 530-11) <br />NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, LATEST EDITION <br />APA PLYWOOD DESIGN SPECIFICATION <br />GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL PERFORM THEIR WORK IN <br />ACCORDANCE WITH ALL APPLICABLE CODES GOVERNING EACH TRADE. <br />1'— 4" <br />j-�EA R ELE VA TIOA <br />PARCEL: 08- 27-16- 89406- 000- 0193 <br />CITY OF ZEPHYRHILLS <br />POLICE DEPARTMENT <br />6118 8TH STREET <br />ZEPHYRH LLS, FLORIDA <br />D.W.SMITH,M.S.,P.E.#53608 <br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 <br />PROJECTS ENGINEERING CONSULTANT <br />9909 WALLAST❑N DRIVE—DADE CITY,FL❑RIDA 33525 <br />PHONE:813-469-2289 E-MAIL: dwsf 1pe@earthl ink, net <br />RICK GOLLHARDT - DRAFTSMAN <br />813- 781- 3651 <br />rgollhard t@tampab ay. rr. com <br />ELEVATIONS <br />SCALE <br />DO NOT SCALE <br />DESIGN/DRAWN <br />R. GOLLHARDT <br />DATE <br />1 OCT 2019 <br />CHECKED <br />D.W.S. <br />SHEET OF <br />2 OF 6 <br />2019-0916 <br />