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Advance Water Treatment Upgrade
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Advance Water Treatment Upgrade
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Last modified
3/4/2025 4:44:02 PM
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2/18/2025 3:27:00 PM
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Building Plans
Building Plans - Permit #
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PLOTTED: 3/25/2020 03:19 PM DAVID <br />SEE PLANS FOR LENGTH <br />© Jones Edmunds <br />Tie <br />(n <br />Q <br />H <br />U <br />af <br />(n <br />/ <br />u•) <br />CD <br />_z <br />Q <br />w <br />0 <br />Q <br />0- <br />N <br />LL <br />t— <br />Alm <br />0 <br />w <br />Q <br />V) <br />R� <br />� 2 R[I. TYP <br />'DIA. w <br />SS 11' <br />CONC. TREAD/ <br />FASTENER 1401 <br />/ <br />LL a WELD <br />CO w CLOSURE <br />_ PLATE / 1" MIN,1 1/2' MAX <br />TYP NOSING <br />a. <br />w r <br />rGROUT <br />> s ♦ v <br />o <br />";L 3114 <br />Y <br />#5 AT 12' 10w <br />T8,B <br />ALUM STAIR STRINGER TO CONCRETE <br />DETAIL A <br />NTS <br />oil <br />6-3/4' DIA S.S. CONC. FASTE <br />MIN EMBED...., <br />WALKWAY SUPPORT BRACKET <br />DETAIL rE <br />NTS <br />711 N ORANGE AVE, STE A <br />WINTER PAWL, FL 32789 <br />PH: 321.972.4989 <br />W E K VA WEKIVA PROJ. No.18-169 <br />FL ENG BUSINESS NO.31920 <br />ENGINEERING <br />SEE PLANS FOR <br />� <br />LENGTH <br />STRINGER CHANNEL a) <br />13X3X1/4 <br />STAIR TREADS M <br />PER SPECS _ 1., / <br />O 1- <br />g = 11' <br />aI TREAD I/ <br />2-3/4' S.S. BOLTS <br />TYP. <br />TX7.146 <br />tOM L12X7X14.29) <br />114" W/ SPACER <br />STAIR TREADS <br />PER SPECS <br />CONCRL _ <br />FACE MOUNTED <br />TREAD 1/4' CLR <br />WIDTH <br />CONC. PLATFORM <br />SEE PLANS <br />v ° n z <br />v ° - <br />--- <br />1' MIN, 1 1/2' MAX <br />TYP NOSING <br />STRINGER CHANNEL <br />5/8' DIA SS CONC. <br />FASTENERS <br />EMBED 51/2' <br />ALUM STAIR STRINGER TO CONCRETE PLATFORM TOP <br />DETAIL r6� <br />NTS <br />15" AT ALL <br />RNERS AND <br />tMRNS <br />JLIN <br />'OSl <br />:Bo/ <br />SURFACE MOUNTED <br />ion,.. mn <br />u <br />CERTIFICATE OF AUTHORIZATION #1941 <br />730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377-5821 <br />324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258-0703 <br />TOP OF HANDRAIL <br />1' <br />STAIR TREADS <br />PER SPECS <br />SEE PLAN 11- / <br />TREAD / <br />(Wn / <br />R <br />1" MIN, 1-1/4' MAX <br />9. <br />PLATFORM FRAMING / / / TYP NOSING <br />SEE PUNS <br />STRINGER CHANNEL STAIR TREADS <br />PER SPECS <br />6-0' MAX POST <br />SPACING SEE SPECS <br />RAIL -POST ARRANGEMENT <br />GUARDRAILS <br />13x3x1/4 <br />TREAD .1/2" CLR <br />WIDTH <br />/ �--- PLATFORM FRAMING <br />/ L 2X2Xj GRATING SUPPORT EACH / / / 1" MIN, 1 1/Y MAX SEE PLANS <br />/ STRINGER / / TYP NOSING <br />3/16' / ► 5/8' DIA 316 SS BOLTS <br />ALUM STAIR STRINGER TO CONCRETE PLATFORM <br />DETAIL C <br />NTS <br />1 1/2" ID SCHEDULE 40 (POSTS TO BE <br />SCHEDULE 80) ANODIZED ALUMINUM <br />GUARDRAIL SYSTEM SEE SPECS <br />RAILINGS °D <br />DETAIL rG <br />NTS <br />SS SET SCREWS <br />—4 j — 3/8" (MIN.) DIA SS <br />ANCHORS <br />6kIV, <br />SIDE MOUNT SURFACE MOUNT <br />BASE CONNECTION NOTE: <br />CONNECTIONS 4 ANCHOR PATTERN SHOWN, <br />2 BOLT PATTERN WILL BE <br />1[r ACCEPTABLE GIVEN THE <br />LOADING REQUIREMENTS <br />I• SPECIFIED ARE SATISFIED <br />LOCATED AT NY-0' AND A MINIMUM OF 1/2" DIA. <br />MAX INTERVALS SS BOLTS ARE PROVIDED. <br />EXPANSION Jf <br />WASTEWATER TREATMENT FACILITY <br />ADVANCED WATER TREATMENT UPGRADE <br />CITY OF ZEPHYRHILLS, FLORIDA <br />STRINGER CHANNEL <br />ALUM STAIR STRINGER TO PLATFORM TOP <br />DETAIL D <br />NTS <br />NOTES: <br />1. <br />ALUMINUM EMBEDDED IN CONCRETE MUST BE PAINTED WITH ONE SHOP COAT OF <br />HEAVY BITUMASTIC_ <br />2. <br />ALUMINUM SHAPES IN CONTACT WITH CONCRETE MUST BE SEPARATED BY �' <br />z <br />NEOPRENE GASKET OR ANY CASE WHERE TWO DIFFERENT METALS ARE TO BE IN <br />0 <br />CONTACT. A NEOPRENE GASKET MUST BE PROVIDED_ <br />3. <br />HANDRAILS, GUARDRAILS, POST, BRACKETS AND MOUNTINGS SHALL MEET THE <br />FLORIDA BUILDING CODE (FBC) OR AND OCCUPATIONAL SAFETY AND HEALTH <br />ADMINISTRATIONS (OSHA) LOADING REQUIREMENTS. <br />a/ <br />4. <br />TOP OF ALL GUARDRAILS SHOULD BE 42' HIGH ABOVE THE FINISH FLOOR OR <br />WALKWAY, THE INTERMEDIATE RAILS SHALL BE EQUALLY SPACED BETWEEN THE <br />U) <br />TOP RAIL AND THE TOEBOARD. <br />z <br />5. <br />ALL WALKWAYS SHALL USE GRATING UNLESS OTHERWISE SHOWN ELSEWHERE <br />O 0 <br />ON THE DRAWINGS. GRATING SHALL BE PLACED SUCH THAT OPENINGS AROUND <br />GATES AND OTHER EQUIPMENT IS Y MINIMUM. <br />6. <br />HANDRAIL AT GATE LOCATIONS SHALL NOT BE INTERRUPTED AND SHALL BE <br />SPECIFICALLY ADDRESSED IN SHOP DRAWING SUBMITTALS. <br />O <br />LL <br />STANDARD STRUCTURAL DETAILS <br />Aj2) i2���], <br />DAVID S. MORRIS <br />P.E. 774717 <br />PROJECT W. ffim_ <br />26110-025-01 MARCH 2O20 <br />Im W. ING W. <br />S17 <br />
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