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-- - - - - - - - - - I I - -I-- ]I- I I 11 1 1_ _ I_ I _. 1 1_1 - -- --- - - 11 -- ---- -- Il -- 1 ---� - 1 1 II'I 1_1.019 II i IF IFIM III - --L - --- J - -- I I ---- I I I- - -1! I i 1 1_ ) I _Lv�' I I. I _ I 1'- AREA'S KENNEL 328 COVER OVER FENCE 194 PETCO—PERFECT PET ALL WEATHER SERIES INSULATED PET DOOR 9.75"X17" OR EQUIVALENT. (SIZE OPTIONAL) G.C. TO CONFIRM OPENING SIZE FOR DOGGIE DOOR WITH OWNER 15' — 4" I 21'-4" „ „ „ „ _I 3'-8" NON FIXED NON 3FIXE 3'-8" TEMPERED TEMPERED STORAGE MINI i HB CABINET l__ __LIT_! 00 � :;ASH TUB I 1 r_1 ::: I L 3" DRAIN 3" DRAIN 32"X32" NON 3FIXE 0o NON FIXED TEMPERED KENNEL #1 KENNEL #2 KENNEL #3 KENNEL #4 TEMPERED 1 HB- - - - - - - - - ---- - HB Ln Irn LL,I N o� __jDo L� 2'-6„ —6„ ' g WM ---- - ------------------ ---------------- ---------- -------- -- 4 FI OW SEWER CONNECTION I DRAIN I DRAIN I DRAIN I DRAIN TO EXISTING I I I I I I I I I I I I I I I N I FENCED! ! ! OD GRASS !AREA I I ! ! TYPICAL ! ! I I I I I I I I I I I I I I I �- -----------------------------------b —2„ 1 _21 ,_21 ,_2„ 20'-8" 22'-5" � uA I 1AW'110 EAST SIDE OF CHAIN LINK FENCE PROVIDE GATE np��ll�lnc FOR EArk] VP-NINII 2,-5" l lLuNT ELEVATION I I I I I I I I I I I I I I I I I I I I I PET DOOR I I I I I I i i PET DOOR I I I I I I I I I I I I I I I i !PET DOOR I I PET DOOR 9.75"X17" i i 9.75"X17" i i 9.75"X17" i i 9.75"X17" [I R [I R - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Ij FRONT ELEVATION W 0 FENCE & C 0 V T_T_ j"_ LPW: ENGINEER'S NOTES: 1. DESIGN WIND SPEED: 140 MPH V u/ 108 MPH V asd3 sec gust 2. RISK CATEGORY PER Table 1604.5 II 3. EXPOSURE CATEGORY = "B" 4. INTERNAL PRESSURE COEFFICIENT = +/— 0.18 (ENCLOSED BLDG) 5. COMPONENTS 8c CLADDING DESIGN PRESSURES PER ASCE 7-10: (ROOF) ZONE 1 b: +11 /-18 ZONE 2a: +12/-33 ZONE 3a: +12/-49 (WALLS) ZONE4b: +20/-22 ZONE 5b: +20/-26 FLORIDA BUILDING CODE, 6TH EDITION 2017 ASCE 7-10 CONSTRUCTION TYPE: 5—B BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (AQI 318-11 SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING ACI 301 BUILDING CODE REQUIREMENTS FOR MASONRY STURCTURES (ACI 530-11 NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, LATEST EDITION APA PLYWOOD DESIGN SPECIFICATION GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL PERFORM THEIR WORK IN ACCORDANCE WITH ALL APPLICABLE CODES GOVERNING EACH TRADE. 15' — 4" No RIGHT _L'_"LEVA TION i. %%iiiiii//��I �%% NNELTO t% oc .... goo 808 A hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W. Smith, P.E. #53608 ENGINEER LICENCE #53608 21'-4" REAR ELEVATIOAi PARCEL. 08- 27-16- 89406- 000- 0193 CITY OF ZEPHYRHILLS POLICE DEPARTMENT 6118 8TH STREET ZEPHYRHILLS, FLORIDA D.W.SMITH,M.S.,P.E.#53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY,ELERIDA 23525 PHONE:813-469-2289 E-MAID dwsfI,pe@earthlink, net RICK GOLLHARDT - DRAFTSMAN 813- 781- 3651 rgollhardt@tampabay.rr.com ELEVATIONS SHEET OF 2 OF 6 SCALE DO NOT SCALE DESIGN/DRAWN R. GOLLHARDT DATE 1 OCT 2019 CHECKED D.W.S. JOB NO, 2019-0916