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1I 1 11"I IJ! I'll 111l 1' A1"1111117 1111 1111 E' 1 1 _ _ '1 �I I ' ll'�1'll�'1 NlI�II■�1�11 � l _ ! I� � 11 1� � i' _ I I I IL _ '_ .! i_ 1 _ ' *r I! rT <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 ELEVATIU"N <br />r- <br />21'-4" <br />„ „ „ <br />_1 3'-8" NON 3FIXED NON 3FIXE 3'-8" <br />TEMPERED TEMPERED <br />STORAGE I ;MINI HB <br />CABINET j l__SPLIT J I ^ <br />00 <br />-4-WASH TUB I 1 <br />I <br />3" DRAIN o3" DRAIN 32"X32" <br />NON 3F0 <br />FIXED NON FIXED <br />TEMPERED KENNEL #1 KENNEL #2 KENNEL #3 KENNEL #4 TEMPERED 1 <br />HB ----- ` -� ---- --------- HB U-) <br />W N LJ --d, �--d W C14 , <br />o- o= <br />Ln C � <br />R OW <br />SEWER CONNECTION I DRAIN I DRAIN I DRAIN I DRAIN <br />TO EXISTING I I I I I n1 <br />I I I I I <br />1 I FEN CED i <br />I C D GRASS IAREA I I <br />TYPICALI <br />I I I I I <br />I I I I I <br />I I I I I <br />---- -----------b-----------b----------- <br />2„ ,-21 1-23 ,_2„ <br />20'-8" <br />22'-5" <br />Elm <br />NOTE: EAST SIDE OF CHAIN LINK FENCE PROVIDE GATE <br />np�NiiNi `_c FOR EArw vF-N1N1F-1 <br />22'-5" <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 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 />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 />--------------------------------------,. <br />ENGINEER'S <br />NOTES- <br />1. <br />DESIGN WIND <br />SPEED: 140 MPH V u/ 108 MPH V osd3 sec gust <br />2. <br />RISK CATEGORY <br />PER <br />Table 1604.5 II <br />3. <br />EXPOSURE CATEGORY = "B" <br />4. <br />INTERNAL PRESSURE <br />COEFFICIENT = +/— 0.18 (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 />ZONE 4b: <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: 5-13 <br />BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE A I 318-11 <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 />No <br />15' - 4" <br />j IGHT ELEVA TION <br />�► , 008 s <br />S TA OF <br />P. <br />r-r` <br />21'-4" <br />_V_'A R ELEVATIU"N <br />PARCEL: 08- 27-16- 89406- 000- 0193 <br />CITY <br />DEPARTMENTS RICK GOLLHARDT - DRAFTSMAN <br />6118 8TH STREET 813-781-3651 <br />Z EP HYR H I LLS FLORIDA rgollhardtWampabay. rr. com <br />D.W.SMITH,M.S.,P.E.#53608 ELEVATIONS I SHEET OF <br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 <br />PROJECTS ENGINEERING CONSULTANT <br />2 OF 6 <br />JOB NO, <br />2019-0916 <br />■� <br />.W <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 <br />9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 SCALE <br />PHONE, 813-469-2289 E-MAIL: dwsf 1pe@earth l I nk. net DO NOT SCALE <br />DESIGN/DRAWN <br />R. GOLLHARDT <br />DATE <br />1 OCT 2019 <br />CHECKED <br />D.W.S. <br />11 <br />