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_ �III1� "•!III 1 P �.1114 �II!L_1111 rRR I'-Ir f1 I f II � 11 _ 1 I7 I, 11 11'- 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" r 21'-4 „FI" „ 3F3'-8NON FIXED NON IXE 3'-8" TEMPERED TEMPERED STORAGE ,MINI HB CABINET I tLIT_1 00 �t ASH TUB I I _I 03" DRAIN 0 3" DRAIN 32"X32" NON 3FIXE NON FIXED TEMPERED KENNEL #1 KENNEL #2 KENNEL #3 KENNEL #4 TEMPERED HB--------� ---- --------- ------------ HB In 0-0 W N � 6J � �� W N'-- i '-d _ 0- O - CL 1-1 O V� V� —6„ 6„ ,_6„ ,-6„ .,, 2' — 6„ ------------------- ---- --------- SEWER CONNECT10N I DRAIN I DRAIN I DRAIN I DRAIN 1 TO EXISTING I I I I I I I I FENCED I W GRASS AREA 1 1 TYPICALI I I I I I rF I I I I I I I I I I 2„ ,-2„ ,-2„ ,-2„ 20'-8" 22'-5" VA/vEReffill 11, 10, NOTE: EAST SIDE OF CHAIN LINK FENCE PROVIDE GATE npp7mimr--c FOR FAUN k/1= NINI1= 1 1. 22'-5"W. F RuNT TION -I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I PET DOORi i PET DOORi !PET DOORI !PET DOOR 9.75 X17„ i i 9.75 X17„ i i 9.75 X17„ i i 9.75 X17„ I I I I I I I I I I I I I I I I I I I I I I I I f------------------------------------- FRONT ELEVATION W10 FENCE & COV FR Mill --Imw ENGINEER'S NOTES: 1. DESIGN WIND SPEED: 140 MPH V u/ 108 MPH V o$d3 sec gust 2. RISK CATEGORY PER Table 1604.5 II 3. EXPOSURE CATEGORY = "B" 4. INTERNAL PRESSURE COEFFICIENT = +/— 0.18 (ENCLOSED BLDG) 5. COMPONENTS & CLADDING DESIGN PRESSURES PER ASCE 7-10: (ROOF) ZONE 1 b: +11 /-18 ZONE 2a: +12/-33 ZONE 3a: +12/-49 (WALLS) Z0NE4b: +20/-22 ZONE 5b: +20/-26 CODES: FLORIDA BUILDING CODE, 6TH EDITION 2017 ASCE 7-10 CONSTRUCTION TYPE: 5-13 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE A 1318-11 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" ellill 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 --------------------- 1'— 4" -'I ,I J II i PARCEL: 08- 27- 16- 89406- 000- 0 193 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 —DARE CITY,F"LORIDA 33525 PHONE1813-469-2289 E-MAIL: dwsflpe@earthIink, 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. I 2019-0916