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Home My WebLink AboutCONSTRUCTION PLANDEVELOPER: CRULL SERVICES 81 QUEENS ROAD INC. FORT PIERCE, FL 34949 LOCATION MAP ORMIGE PVE J 10'mg 1J�R�A CJ St. Lucie Co. FL Date $ Init. {�� Approved Z'IrN 'G� INDEX SHEET 11 N11 d17 SHEET DESCRIPTION SHEET NUMBER SITE PLAN 1 OF 5 PAVING & DRAINAGE PLAID 2 OF 5 SEWER PLAN/ GRINDER PUMP 3 OF 5 SEWER DETAILS _ 4 OF 5 GENERAL NOTES !_QETAtL` -_— -. 5 OF 5 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS o REQUIRED BY FIELD INSPECTORS THAT: ��.�AAY BG NECEaP."�RYIN ��RCER TO,�., C0P11PLY uYiTH � L r`xP�'LICA"� iC0DES�,,1 48 HOURS BEFORE DIGGING CALL TOLL -FREE 1-800-432-47 7 0I SCANNE SUNSHINE STATE ONE CALL OF FLORIDA, INC UNDERGROUND UTILITIES NOTIFICATION CENTER ABRAHAM CHABAB, Inc. 11001 IL. BOARD OF PROF. ENG. AUTH.#26790 5428 NW EDGEWATER AVE PORT ST. LUCIk FL. 34983 L No 471 5 ' �� Cry• �`;i�' 0 ST TE OF 4� DATE Email agchababl®msn.com Ph 772 878-5079/475-6630 Fax 772 7E15-8291 NOTES 1 Sidewalk ramps shall be constructed at locations that will provide continuous unobstructed pedestrian circulation path to pedestrian areas, elements and facilities. Landing areas, ramps and sidewalks shall be constructed in accordance to F.D.O.T. and A.D.A. Standards. 2 Detectable Warning Surface Shall be Installed in Accordance with F.D.O.T. Index 304 and A.D.A. Standards, The Color Requirements For the Detectable Warning Surface shall provide a Dark -on - Light or Light -On -Dark Contrast Between the Detectable Warning and the Adjacent Walking Surface. Slope 12:1 Expansion Joint Const. 4" TWek 1/2" Preformed Con to Ramp C� Joint Filler Deteotablo'Qt �, (All Mound) `1'� ti g 1 • • • • Detectable • e • s W VV • • Aarainq Surf ••••••• •••••• ••• Surface ••�• •. • 24' xelk _AA Side Pavement .nI 7, fgD Pavement B 24 6' 1 5 644 44a fax Sloe 12:/ yas glove 12:1 SECTION AA SECTION AA ALTERNATE A ALTERNATE B HANDI(;AP RAMP L)L I AIL N.T.S. gee SIGN CONCRETE STOP NOTES 1 Top Portion of FTP 25 & 26 PARKING BY Shall Have a Reflective Blue DISABLED Background with white PERMIT Reflective Symbol & Border ONLY 2 Bottom Portion shall have a $250 FINE Reflective White Background with Opaque & Border FTP 26 1' S FTP 25 is for use in areas Where Space is Limited 4 Height shall be 7 FT. Measured From the Ground or Sidewalk to the Bottom of $250.00 Fine ARKDVG B 11 Sign or 8 FT. to the Bottom DISABLED of Permit Only Sign. PERMIT ONLY $250 FINE FTP 25 r 1proposed Sidewalks & Ramps ust ComUlV W/ADA Standards FL. BOARD OF PROF -,ti GENERAL NOTES PROJECT NAME OWNER LOCATION LAND USE LAND ZONING TYPE OF BUSINESS CRULL AC CONTRACTING CRULL SERVICES INC 81 QUEENS RD FORT PIERCE, FL 34949 1937 N. OLD DIXIE HWY CG CG AC Contractor LEGAL DESCRIPTION :LOT 10 & 11 OF HILLSIDE SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 7, PAGE 43, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LAND CONTAINS 0.459 ACRES, MORE OR LESS. PIN 240360200100004 BUILDING HEIGHT 30.00 FEET NUMBER OF STORIES ONE UTILITIES: ELECTRICAL FPUA WATER & SEWER ON SITE WELL SEWER FPUA TELEPHONE ATT SOLID WASTE OWNER WILL COORDINATE WITH SOLID WASTE CO. AREA TABULATION: TO COLLECT TRASH FROM INSIDE STORAGE AREA. SITE COVERAGE ACREAGE SF %OF SITE OFFICE AREAS 0.0264 1152 5.76 WAREHOUSE AREAS0_04962160 _______ _____ 10.80 BUILDING TOTAL 0.0760 3312 16.56 PROP. PAVED AREA 0.1836 7997 39.98 PROP.- SIDEWALKS/PADS 0.0143 _ _3 12 _ TOTAL _ - _ _ _ _ _ _ _625_ _ _ 0.1979 8622 _ 43.10 TOTAL IMPERVIOUS (BIdgs & Pkg) 0.2739 11934 59.67 GREEN AREA/OPEN SPACE 0,1852 8066 40.33 TOTAL PARKING CALCULATIONS: 0.4591 20000 100.00 PARKING SPACES REQUIRED : OFFICE AREAS 1152SFx2.84 PKG SPACES/1000 SF = 3.27 PKG SPACES STORAGE AREA 2160SFxl.25 PKG SPACES/1000 SF = 2.70 PKG SPACES TOTAL REQUIRED = 5.97 PKG SPACES PARKING PROVIDED 5 REGULAR PKG & 1 H.C. = 6.00 PKG SPACES FROM ITE (INSTITUTE OF TRANSPORTATION ENGINEERS) GENERAL LIGHT INDUSTRIAL CODE 110, ITE MANUAL 9-Edition BUILDING SETBACKS: OFFICE BLDG STORAGE BLDG FRONT 52.00 FT FRONT : 124.00 FT REAR : 100.00 FT REAR 22.00 FT LEFT SIDE 10.00 FT LEFT SIDE 50.00 FT RIGHT SIDE 66.00 FT RIGHT SIDE 10.00 FT FLOOD ZONE MAP: PROPERTY LIES IN F.I.R.M. ZONE X AS SHOWN ON PANEL 120285-0275F (8-19-1991) HAZARDOUS WASTE STATEMENT: ANY & ALL HAZARDOUS OR TOXIC MATERIALS GENERATED OR USED OR STORED ON SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS ENVIRONMENTAL STATEMENT PROJECT WILL MEET AND COMPLY WITH STATE AND LOCAL REQUIREMENTS & REGULATIONS REC6%.RDING NATIVE HABITATS & VEGETATION. LOCATION MAP Ifi' �rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrJ� SCALE !, �rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr� ABRAHAM CHABAB, Inc. Q ENG. AUTH.#26790 5428 NW EDGEWATER AVE PORT ST. LUCIE FL. 34983 Email agchababl®msn.com 772 878-5079/475-6630 Fax 772 785-8291 48 HOURS BEFORE DIGGING CALL TOLL-FREE -800-452-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC UNDERGROUND UTILITIES NOTIFICATION CENTER CRULL AC CONTRACTING SITE PLAN DESIGNED BY AC DRAWN BY AC DATE Aug. 5/2016 SHEET 1 OF 5 :.SAY NVY \'\CENSF Up 47165 `Cf'/r /S Z o�7 F4ORIDP' REVISIONS DATE 04 J U F- w ' > ' 1 1 1 10 PROP. LINE 6U 20 3�� 40 50 1"=10' HORIZONTAL SECTION F-F 1n�? x' PROP, x LINE 10 20 30 1"=10' HORIZONTAL SECTION B-B PROP. LINE 4x8 PT WOOp 0.6 pcf CCA W/#5 DOWEL 10 20 30 1"=10' HORIZONTAL SECTION C-C 10.40 ,11 5 4 3 PRO'3, LINE 4x8 PT WOOF 0.6 pcf CCA W/#5 DOWEr, ® 18" O,(f,'' EL 10.20 EXIST. 5 DOWEL 10 20 30 1"=10' HORIZONTAL SECTION E-E 0 PARKING 40 SITE BM 1988 NAVD CCBp#E2C 7L 7.68 x��' TOP 7,90 SASF see see ro \ \ �\ 0, P INV.S.W.6.50 hh, BOT 6.0 .eta» \ GVF �qt. 6 � BERM EL. / 4 10,20,-� irk �o peep l\\ C pePlea x .20 CO15S RCP--9.900 2 / C 11" R 24LF. R P a 15CPP- N PERFORATED x1 FOR EXFILT. �o x 0 J5 '1'b PROP. LINE 4x8 PT WOOD 10, 0.6 pcf CCA W/#5 DOWEL ® 18•" O.C. EL 10.20 10 Az ✓ x CONST. 361LI 15" RCP / x CB 1 e E C X INLypET FDOT / IND 232 E TOP 9.80 BERM BERM � INV.N.E.6.50 BOTT 6.00 FIFE 10.40 EXIST, Must le Nailed Or Bo ded EXIST, 10 20 3 40 1"=10' HORIZON L SECTION -D 4YO��ge�0Ore �,�ap� �� I B>`dBFF� 10. -\'5 g�see. x9 --- 6�a»see a 06\65 xr FINISHED GRADE EL10.10 BASE CLEAN FIL PIPE COVER TOP FI R.00 CORRUGATED POLYETHYLENE PIPE PERFORATED 360' INV F1 6,50 PIPE BEDDING BUTTIIM FI 5.50 to K) WATER TABLE EL 6,00 MIRAFI 140.� TRENCH WIDTH 4FT. FILTER CLOTH BALLAST ROCK EXFILTRATION TRENCH OR 3/4" MIN. N.T.S. DIA, DRAINAGE ROCK 171100 10 . . 1 -- Y�O_1 - -♦-♦ r I MA W,a ♦ ♦ ♦- ♦ ♦--♦- 48 HOURS BEFORE DIGGING CALL TOLL -FREE 1-800-452-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC UNDERGROUND UTILITIES NOTIFICATION CENTER 11 LEGEND EXISTING GRADE xP' ELEVATION ® HIGH POINT T CURB 61 PROPOSED ELEVATION 25,7 B CURB RUNOFF FLOW DIRECTION FDOT MITERED END SECTION PIPE INVERT CORRUGATED POLYETHYLENE PIPE CPP (N12) MANUF, BY ADS CCA COMMERCIAL CONST, APPLICATION PROP. LINE 10 20 30 3A" Die. Expansion Anchor W/ Nut & a Washer Embedment Depth 2 Y2" x� 1 Spaced @ 12 Inches 3/8,- x 114- Long Hex Bolt W/ Loch Nut & Washer 4"x4"xlp'Bracket Rubber Gasket Sides & Bottom EL.10.20 5' CONC. SIDEWALK 7"THICK MIN. COMP. STRENGTH 3000 PSI SAW CUT EVERY 6 FT AND CONTROL JOINT EVERY 30FT. LEGEND TEETEE 450 BEND TI 900ELBOW y F,H, FIRE HYDRANT N GATE VALVE 4.� BACKFLOW PREVENTER C.O. SERVICE CLEAN OUT ® METER BOX 12'W,M. EXIST12' WATER MAIN = e•vH = EXIST,8' FORCE MAIN __❑_- CATCH BASIN 4'GM - - GAS MAIN PVC I P❑LYVINAL CHL❑RIDE CIP I CAST IR❑N PIPE ®PAVEMENT__ " ®BASE - ®SUBBASE_ 40 50 6C 1"=10' HORIZONTAL SECTION A -A �w �F w aLL Qw m NJ --m TOP VIEW TOP GRATE ELAO 12" 1/2" ALUMINUM 1/2" LUMIN 'hth'.; BAFFLE PLATE BLEE DER PL .'T�: , 1L MIN M LO 4/ LE PLA E Cl) Flow Dir. 3" Bleeder �18"X18" Opening Flow Dir. EL.7.70 EL.7.70 12"RCP L.G.75 BAFFLE 6° BO 6.25 E U. PLATE DETAIL EL 6.25 WEIR PLATE DETAIL SIDE VIEW ' CONTROL STRUCTURE DETAIL TYPE C INLET BOX N,T,S, 70 OLD DIXIE HWY 80 90 ® PAVEMENT TYPE S-3 ASPHALTIC CONCRETE 1-1/21N THICK ONE LIFT RC-70 PRIME COAT @ 0.10 GAL/SQ. YD CM BASE 8"1IMEROCK COMPACTED TO 98% MAX DRY DENSITY MOD. PROCTOR COMPACTED TO AT LEAST 98% MAX DENSITY PER A.A.S.H.TO. T-180 SUBBASE 12"STABILIZED SUBGRADE W/75 LB FBV MAX DRY DENSITY MOD. PROCTOR COMPACTED TO AT LEAST 98% MAX DENSITY PER A.A.S.H.TO. T-180 (;UPI r f'f.41 C;0r THESE PLANS AND ALL PROPOSED WOFK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT f ..AAY BC NECESMRY IN ORDER TO'• �' C0MPL`1W0HL `ffiICAfi1`'rt;0' DESIGNED BY AC ABRAHAM CHABAB, Inc. CRULL AC CONTRACTING FL. BOARD OF PROF. ENG. AUTH.#26790 DRAWN BY I AC 5428 NW EDGEWATER AVE DATE Aug, 5/2016 PORT ST. LUCIE FL. 34983 PAVING & DRAINAGE Email agchababl®msn.com 772 878-5079/475-6630 PLAN SHEET OF Fax 772 785-8291 2J Q-,.,...00ENSF ....... No 47165 •��` t7 a�0. �...:4�<ORIDP' sS/ON At. „ REVISIONS DATE LIGHT TO BE VISIBLE F_ ALL DIRECTIONS WHEN MOUNTED TO PEDESTAL NEMA 4 ELECTRICAL CONTROL PANEL AND ALARM SYSTEM STAINLESS STEEL CONDUIT +** ON TE*** —ALL ABOVE GROUND PANELS, BOXES & CONDUITS SHALL BE STAINLESS STEEL ---- ,,30)�)STAINLESS STEEL CONDUIT z_ r,NEMA CONDUIT SEAL OFF 00 00 3R-6"x6"x 24" STAINLESS STEEL JUNCTION BOX W/TERMINAL STRIP z FINISH GRADE 1 1/2" PVC ELECTRICAL CONDUITS TO GRINDER STATION N OTE: —230 VOLT SINGLE PHASE POWER SUPPLY SHALL BE SUPPLIED THROUGH THE BUILDING'S ELECTRICAL SERVICE —MUST OBTAIN ALL NECESSARY PERMITS 37' SINGLE PHASE DUPLEX GRINDER SYSTEM CONTROL PANEL CONTROL MOUNTING BRACKET (SST) TO BE FIELD INSTALLED LOCATE ADJACENT TO THE CONTROL PANEL� /PEDESTAL AND OPPOSITE THE INFLUENT LINE ON SIDE OF TANK 26f OPNG I c \ 0 0 �II�I O 00�[aYl 0ON I I II �� ) PUMP STATION PLAN VIEW PUMPOUT CONNECTION NOT TO SCALE PIRANHA S20/SW GRINDER PUMP 2 HP 3450 RPM 1-PHASE 230 VOLT, 60 HZ 5 1/2" IMPELLER 38 GPM @ 53 TDH A RIM ELEVATION 10.40 FT NAVD B INFLUENT INVERT ELEVATION 6.40 FT NAVD C ALARM 6.20 FT NAVD D LAG PUMP ON 6,10 FT NAVD E LEAD PUMP ON 5.75 FT NAVD F PUMPS "OFF" 5,40 FT NAVD G I WET WELL BOTTOM ELEVATION 4.40 FT NAVD H INFLUENT DIAMETER 4 IN J I PUMPOUT CONNECTION 2 IN NOTE: ALL PIPING FOR VALVE AND PUMPOUT CONNECTION ASSEMBLY SHALL BE SCHEDULE 80 P.V.C. SINGLE PHASE DUPLEX COMMERCIAL GRINDER SYSTEM DETAIL 02 OF 02 7'MIN/1O'MAX NEMA 4 ELE". CONTROL BOX AND ALARM SYSTEM YDUIT BODY SEAL 2" VENT W/S.S. 3-1 1/2' SLIP CONDUIT FLANG D (FIELD INSTALLED) ELECTRIC cv sY�cP I1irs ¢EcmwA1 ANSFORMER oseds� pgFl 6 YY$�\OAo F FLOOR 1110 SAYE We ec�� Jo \\ 9 W/HINGED, PADLOCKABLE 4' ALUM. VENT CPLG. RAIL SUPPORT, SST. S TO COVER FRAME) �a 0. 0 \\\ �Co4ose , 524F) ELEC PNL B\a Fprc�� f o. N� 6.50 c.0. 6.80 asec. 6aV� See :\LUMINUM COVER W/HING 30"X40"X36" DISCHARGE LEVEL 48" FIBERGLASS REIF. FOLYESTEV `LANGE•NIiT, MU or < M RESIN, 3/8" MIN. WALL T ICKNESS GELCOATED SURFACES TO SEAL FIBE 120 PCF LOAD RATING AT S.F.2 2" (STANDARD) "H" INL FITTIN 2" DISCHARGE (FIELD IN TALLED PIPING, PVC SCH. 80 "El" INFLUENT INVERT: _ .40 �.. 3/4" SCHAD PIPE GUIDE RAILS SST. HIGH WATER "ALARM" LEVEL6 00 "D" LAG PUMP "ON" LEVEL:5.90 INFORMATION PROVIDED BY ENGINEER OF RECORD E" LEAD PUMP "ON" LEVEL: (2) PIRANHA S20/2W 60HZ GRINDER PUMP "F" PUMPS "OFF" LEVEL :5.40 2HP, 3450 RPM, 1 PHASE, 230 VOLT, 60 Hz 5 1/2" IMPELLER, _AD_ GPM, 0_62— TDH 2" BALL CHECK VALVE MIN' ?,;: RAILASS'Y. I" WET WELL BOTTOM 12 MIN: MIN . . •. ' . .. 6 8" COMPACTED 3/4" GRAVEL (MIN.) SECTION VIEW NOTES: NOT TO SCALE 1. INLET HUB TO BE LOCATED & INSTALLED IN THE FIELD BY INSTALLER. 2. FLOAT LEVELS TO BE SET IN THE FIELD BY INSTALLER. 3. TOP OF COVER TO BE 4" MIN. ABOVE GROUND. GROUND TO SLOPE AWAY FROM STATION TO DIRECT RUN-OFF AWAY FROM THE STATION. SINGLE PHASE DUPLEX COMMERCIAL GRINDER SYSTEM DETAIL 01 OF 02 ,r\ee Conngtion Detail °' \\ BbXE ELEC. inder ump PANEL GRINDER PUMP TOP EL. 10.40 \\ INFL.INV. EL.6.40 OTTOM EL. 4.40 11 FIFE 10.40 10 ELEC. 9 CONDUIT 8 Q 9 7 L > 6 N N 5 4 3- 2- 10 LEGEND EXISTING GRADE ELEVATION ® HIGH POINT T CURB 57 PROPOSED ELEVATION B CURB -E-z_ RUNOFF FLOW DIRECTION FDOT MITERED END SECTION PIPE INVERT CORRUGATED POLYETHYLENE PIPE CPP (N12) MANUF, BY ADS CCA COMMERCIAL CONST, APPLICATION PROP. 'GRINDER VALVE LINE PUMP 7\PRIVATE SLC R.O.W. 450 BEND CHECK VALVE U STA,CKABLE METER BOX LEGEND TEE FN 450 BEND T, 900ELBOW y F,H, FIRE HYDRANT N GATE VALVE -VH BACKFLOW PREVENTER _ELL SERVICE CLEAN OUT ® METER BOX EXIS112'WATER MAIN = 8-FM = EXIST.6' FORCE MAIN ==Q=- CATCH BASIN 4'GM — — GAS MAIN PVC POLYVINAL CHL❑RIDE CIP CAST IR❑N PIPE PAD 2" RESILIENT SEAT 45° W/ GATE VALVE BEND pp y pE SID 09 ENDOT' 47LF E OLD DIXIE HWY WET TAP EPDXY COATED TAPPING �-SADDLE WITH STAINLESS STEEL STRAP WITH I.P. THFiEAD 16"x2" Tapping Saddle ZO 30 40 50 60 70 80 90 1"=10' HORIZONTAL CONNECTION DETAILS SCALE 0 rrrrrrrrrarrrr�10; THESE PLANS A14D ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT AAY Br NEC!ESI? RY IN.0RDEI' TO COMPLY WIHr:IL `AWLICA-e'tCODEG. MF p Cy 48 HOURS BEFORE DIGGING p'�-..\BENS CALL TOLL -FREE ' 1-800-452-4770 ��a7,�Cr1 SUNSHINE STATE ONE CALL =*` i��y 6F `�- 11. STA OF ? W OF FLORIDA, INC ,o'.. UNDERGROUND UTILITIES NOTIFICATION CENTER FSS+ """"" �.0 ��NP 0 01 REVISIONS I DATE DESIGNED BY AC ABRAHAM CHABAB, Inc. CRULL AC CONTRACTING FL. BOARD OF PROF. ENG. AUTH.#26790 DRAWN BY AC 5428 NW EDGEWATER AVE DATE PORT ST. LUCIE FL. 34983 SEWER PLAN/ Aug. 5/2016 Email agchababl®msn.com 772 878-5079/475-6630 GRINDER PUMP Fax 772 785-8291 SHEET 3 OF 5 TEE T i L OFFSET DEAD END VERTICAL MECHAN. ANCHORING I JLC .old. 11 1/4', 22 1/2- 45', OR 90' BEND I L C REDUCER CROSS USED AS 90' BEND WYE VALVE HYDRANT RUNOUT NT IM-3 FT. PIERCE URURES AUMOR11Y INSTALL R.P.M. BESIDE 5 1/4" WEIGHTED VALVE LETTERING 'WATER' OR SEWER" ON COVER B X LID & O E.O.P. TYLER/UNION PART CONC. PAD 24" SQUARE 1{12T-147510 x 4' THICK IN UNPAVED AREAS W/REINFORCED FINISHED GRADE CONCRETE MESH \\\ % H VALVE OPERATOR SHALL BE NO LONGER THAN ip 24" EXTENSION ARISER THHN MAGNETIC WIRE ILOR 5 }' HEAVY DUTY INSTALL R.P.M. 6PAST THE VALVE BOX WITH VALVE LID W/4' THE TRAFFIC FLOW MECHANICAL JOINT SKIRT kE51RNN75 (TIP.) 4905-L4 - TYLER/UNION PART /12T-147510 SEE NOTE J2 TRACE WIRE 1/2' PVC CONDUIT NO I. BLUE REFLECTIVE PAVEMENT MARKER (RPM) FOR WATER VALVES AND GREEN RPM FOR WASTEWATER VALVES PAVEMENT EDGE 2. FOR WATER AND WASTEWATER VALVES INSTALLED IN PAVED AREAS, ELIMINATE CONCRETE PAD AND ENCASE THE MAGNI WIRE IN 1/2- PVC INSIDE THE VALVE BOX SEVEN INCHES BELOW GRADE. J. DIP MAY BE USED AS RISERS ONLY IF A VALVE BOX IS P MANUFACTURED FOR THAT DEPTH, NO PVC RISERS SHALL BE USED IN ANY CIRCUMSTANCES. N.T.S. TYPICAL GATE VALVE & VALVE BOX DETAIL PAD OF 5 Y" WEIGHTED VALVE BOX LID & O INSTALL R.P.M. ON THE E,O.P. VALVE MARKER INFO: SIZE TYPE OF VALVE UTILITY TYPE III OF TURNS �m FT PIERCE UTILITIES AUTHORITY 24"x24"X12" SQUARE SLAB POURED TO GRADE IN UNPAVED AREAS WITH FIBERGLASS MESH REINFORCEMENT AND #4 REBAR 3" FROM OUTER PERIMETER\ � 1 v " 6'-45' P.V.C. ELB01 8"x6"-45' P.V.C. WYE SECT O PLAN �► I I Ilia CLEANOUT FRAME & COVER U.S. FOUNDRY 7621 OR APPROVED EQUAL. 6" P.V.C. PLUG 24"x24"X12" SQUARE SLAB POURED TO GRADE IN UNPAVED AREAS WITH FIBERGLASS MESH REINFORCEMENT AND #4 REBAR 3" FROM OUTER PERIMETER PjE RESIDENTIAL CLEANOUT DETAIL WASTEWATER S-4B o - 6 RENSED D. DAC RENSION: 2 APPD: WATER ACE 1ER GAS ENGNEERING DESIGNED: PUn:F Fl JLc SEWER DET. 200602.OWG FT. PIERCE UTILITIES AUTHORITY FAWN BM SCAIF: SLL N.T.S. A APPROVED: VA).' SHEET JLC 2010 1 2 DF 3 FINISH GRADE TYLER/UNION 1/12T-147510 CONTINUOUS 110 THHN MULTI STRAND TRACE WIRE HALF HITCH BEHIND EACH BELL E/P n:�cK•�ar•�fax�r: 3 A R• � NOTES: b J 110 THHN MULTI STRAND CONDUCTOR COPPER TRACE WIRE i HALF HITCH ON EACH SIDE FINISH GRADE BRANCH SPLICE AT ALL TEES FIRE HYDRANTS & SERVICE TAPS HALF HITCH AT ALL SERVICE TAPS & EACH END OF ALL FITTINGS 1) TRACE WIRE IS REQUIRED ON ALL PIPE AS NOTED BY UTILITIES ENGINEER AND SHOWN IN STANDARD DETAILS. 2) INCLUDE ALL COST OF MATERIAL & LABOR IN PRICE OF PIPE. 3) CONTRACTOR IS RESPONSIBLE FOR CONTINUITY OF ALL TRACE WIRE. TRACE WIRE IN. T.S.) n FORT PIERCE UTILITIES AUTHORITY WASTEWATER CONSTRUCTION NOTES 1. ALL CONSTRUCTION MATERIAL, INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE FORT PIERCE UTILITIES AUTHORITY. 2. GRAVITY SEWER MAIN SHALL BE POLYVINYL CHLORIDE SOR-35, GREEN OR WHITE IN COLOR, GRAVITY SEWER MAIN SHALL HAVE LOCATOR TAPE WITH "SEWER" MARKED ON TAPE AND SHALL CONFORM TO ASTM D-3034• 3. THE MANHOLE BASE SHALL BE SET ON A FIRM, DRY AND STABLE OR COMPACTED BASE FOUNDATION. IF NECESSARY, THE CONTRACTOR SHALL UTILIZE ROCK TO PROVIDE A FIRM AND SUITABLE MANHOLE BASE FOUNDATION. 4. WASTEWATER LINES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH FPUA DESIGN AND CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL SUBMIT CERTIFIED DENSITY TESTS AS REQUIRED BY FPUA ENGINEERING AND THE CITY ENGINEERING DEPARTMENT. IN CASES WHERE PAVED AREAS FALL WITHIN THE JURISDICTION OF LOCAL OR STATE AGENCIES, THE COMPACTION REQUIRE- MENTS SHALL NOT BE LESS THEN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY. 5. A IX MINIMUM SLOPE SHALL BE MAINTAINED ON ALL SANITARY SERVICE LATERALS. 6. THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION TO THE ENGINEER CONSISITING OF PIPE SIZES, LOCATION OF SERVICE TEE WYES, DIAMETER OF SERVICES, LOCATION OF ANY FITTINGS, FINAL RIM AND INVERT ELEVATION OF ALL MANHOLES AND ANY OTHER PERTINENT INFORMATION NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT. 7. MAINTAIN SIX FEET AND PREFERABLY 10 FEET HORIZONTAL DISTANCE BETWEEN WATER MAINS AND SEWER MAINS AS A MINIMUM. 8. WASTEWATER FORCE MAINS, WASTEWATER COLLECTION LINES, AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER POSSIBLE. A MINIMUM VERTICAL DISTANCE OF 12 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE SHALL BE PROVIDED WHENEVER POSSIBLE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE WASTEWATER PIPE JOINTS AND THE WATER PIPE JOINTS ARE EQUIDISTANCE FROM THE POINT OF CROSSING, AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT ALL CROSSINGS. 9. A PRE -CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, AND FPUA/CITY COUNTY/FOOT SHALL BE MANDATORY PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 10. NO FIELD CHANGES OR DEVIATIONS FORM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL FPUA/CRY/COUNTY/FDOT ENGINEER, 11. TRAFFIC CONTROL BARRICADE$ ETC, SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS. 12. CONTRACTOR SHALL NOTIFY FORT PIERCE UTILITIES AUTHORITY 48 HOURS PRIOR TO COMMMENCING CONSTRUCTION. 13, WASTEWATER FORCE MAIN SHALL BE POLYVINYL CHLORIDE CONFORMING TO AWWA C-900, AND SHALL BE CLASS 150, DR-18. 14. WASTEWATER FORCE MAIN SHALL BE GREEN IN COLOR OR WHITE IN COLOR. WASTEWATER FORCE MAIN SHALL HAVE THHN WIRE & LOCATOR TAPE WITH SEWER" MARKED ON TAPE. OF THE PIPE. 15. FITTINGS SHALL BE CAST OR DUCTILE IRON, CONFORMING TO AWWA C-110 AND ANSI A21.11, CLASS 250 MINIMUM. INTERIOR POLYUNED, AND SEAL COATED. 16. WASTEWATER FORCE MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 10 GAUGE THHN WIRE (GREEN IN COLOR) PERMANENTLY ATTACHED TO THE TOP OF THE FORCE MAIN WITH LOCATOR TAPE MARKED "SEWER" ON TAPE IN ACCORDANCE WITH FPUA SPECIFICATIONS. 17. MINIMUM COVER SHALL BE 36 INCHES, PIPES WITH COVER LESS THAN 30 INCHES SHALL REQUIRE PRIOR APPROVAL OF THE UTILITIES ENGINEER AND SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE. 18. EACH SERVICE LATERAL WILL BE MARKED WITH A LOCATOR BALL AS MANUFACTURED BY 3M CORPORATION, OR APPROVED EQUAL AS REQUIRED BY FPUA ENGINEER. 19. ALL MANHOLES SHALL HAVE SEWER RAIN GUARDS INSTALLED AS REQUIRED BY FPUA ENGINEER. 20. THE CONTRACTOR SHALL COMPLY WITH THE FLORIDA TRENCH SAFETY ACT REQUIREMENTS. �- pjE WASTEWATER CONST. NOTES WASTEWATER FPUA REQUIREMENTS - REVISE P.D. CONSTRUCTION NOTES DAnL• RENSION: BY.' APPD: WATER AS7EWA TER ENpNEERING OESI CDM FILE ! JJM DET RANK Or.CE NOTES 200602.OWG FT PIERCE ununEs AuiNORNY SCA; JJM N.T.S. A'�>Y APPROVED: DAM SHEET JLC 010 i OF 1 STANDARD SEPERATION STATEMENT FOR WATER / SEWER CONFLICTS 1. SANITARY SEWER, FORCE MAINS, AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER POSSIBLE. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 6 INCHES, PREFERABLY 12 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHEN ABOVE, AND AT LEAST 12 INCHES OF SEPERATION WHEN THE WATER MAIN IS BELOW. WHERE SANITARY SEWER, FORCE MAINS, STORM SEWERS MUST CROSS A WATER MAIN LESS THAN 6 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS.) SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED, ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). AT SUCH CROSSINGS PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE WITH LESS THAN 6 INCHES VERTICAL CLEARANCE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) AND NEW PIPES SHALL BE ARRANGED TO MEET THE CROSSING REQUIREMENTS ABOVE, 2. A MINIMUM 3-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF STORM SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. A MINIMUM 3-FOOT, AND PREFERABLE 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN VACUUM TYPE SANITARY SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN "ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. A MINIMUM 5-FOOT, AND PREFERABLE 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN GRAVITY OR PRESSURE TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. THE MINIMUM HORIZONTAL SEPERATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO 3 FOOT WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10-FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON A UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER. MAIN IS AT LEAST 6 INCHES ABOVE THE TOP OF THE SEWER. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 6 INCHES IN PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWER) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). 3. ALL DIP SHALL BE PRESSURE CLASS 250 MIN.. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALL BE USED AS DETERMINED BY THE DESIGN ENGINEER. r .w_ ,Y y �(d HESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MY BE NECES"ARY IN ORDER TO:,,`? COMPLY M. H L =i�'tT1.ICA' a' CODES.` REVISIONS DATE DESIGNED BY AC ABRAHAM CHABAB, Inc. CRULL AC CONTRACTING FL. BOARD OF PROF. ENG. AUTH.#26790 DRAWN BY AC 5428 NW EDGEWATER AVE PORT ST. LUCIE FL. 34983 SEWER DATE Nv 29/2016 Email agchababl®msn.com DETAILS & NOTES 772 878-5079/475-6630 Fax 772 785-8291 SHEET 4 OF J tt ev !i h: GENERAL NOTES — All construction shall be in accordance with the latest Florida Department of Transportation Standard Specifications for Road and Bridge Construction with the Standard Specifications of the City of Fort Pierce jurisdiction. — All applicable City permits must be obtained prior to commencement of construction. — All work shall be done in a good workmanlike manner . Material installation shall be in accordance with manufacturers recommendations. — Shop drawings of all materials being used shall be submitted to the engineer of record for approval prior to commencement of construction . — Contractor shall notify the city & the engineer of record 48 hours in advance prior to commencing work in city Right —of —Way. — Contractor to be totally responsible for maintenance of traffic and safety of motorists and pedestrians using this site. Adjacent streets roadways and waterways during construction maintenance and safety procedures shall conform to M.U.T.C.D. — All Elevations shown or referenced within these plans are based upon information obtained from survey. — The existing elevations shown are for the purpose of indicating the approximate ground elevation at the location shown and in no way reflect surface conditions or subsurface soil condition. — The locations of existing utilities shown on the approved plans are to be verified in the field by the contractor. Any discrepancies shall be brought to the attention to the engineer . At no time is the contractor to tamper with existing utilities except as noted on the plans. — The contractor shall be responsible at all times throughout the duration of construction for the protection of existing and newly installed utilities from damage or disruption of service . — All muck and yielding material within road right of ways , paved areas , sidewalks , building pads, drainage and utility trenched shall be removed completely and replaced with clean fill material in 8 inch layers compacted to 100% maximum density as determined by A.A.S.H.T.O. T-99C . — Backfill and Bedding material shall be non —cohesive and non —plastic , free of debris , lumps , clods , wood , broken pavement or any organic or unstable material . No rocks larger than 6 inches shall be permitted as backfill or bedding. — Record Drawing certified by a Florida Professional Engineer or Land Surveyor shall be submitted for review and approval to engineer of record and proper jurisdictions for final acceptance of the system . — U.N.C.L.E. registration number must be shown on drawings prior to start of construction in right—of—way and prior to permit issuance . — Turbidity barriers must be installed at all outfall locations prior to connecting to receiving waters. Turbidity barriers must remain in place until construction is completed , soils are stabilized and vegetation has been established . 00 EXISTING GROUND O a J Z Z d Q U�C �U ZW 0 m U W N Q X Z �0 o¢ 2 Zr_ w ZZ Z �a Z r_Q H UUx Q W // I NOTE: �> FOR PLACEMENT OF OVER SEEK SFILL PECIFICATION PIPE PROPOSED PIPELINE HAND PLACED SELECT MATERIAL IN 6" LIFTS LOWER QUADRANT TO BE SHAPED TO RECEIVE PIPE BELL AND BARREL EXCAVATION SIDE SLOPE SHORING, ETC. SHALL CONFORM TO O.S.H.A. STANDARDS. COMPACT TRENCH BACKFILL TO 98% OF MAXIMUM DENSITY IN ACCORDANCE WITH AASHTO T-180. DENSITY TESTS SHALL BE TAKEN AT 12" LIFTs EVERY 100' IN PUBLIC RIGHT—OF—WAY AND 200' IN EASEMENTS Standard Trenchl'ng Pr PAVING GRADING AND DRAINAGE NOTES: — Asphalt pavement shall conform to applicable parts of section 300-339 as described in Florida D.O.T. standard specification for Road and Bridge Construction . — Limerock base construction shall conform to applicable parts of section 200-230 as described in Florida D.O.T. Standard Specification for Road and Bridge Construction . Base course shall be compacted to a density not less than 98% of the maximum density as determined by A.A.S.H.T.O. T-180 and have a minimum LBR of 100. Prime coat application rate at .10 Gal/SY density tests for base course greater than 8 inches in depth shall be take in 6—in- lifts. — Compacted subgrade construction shall conform to applicable parts of section 120 , as described in Florida D.O.T. Standard Specification for Road and Bridge Construction compacted subgrade shall be compacted to 100 % maximum density as determined by A.A.S.H.T.O. T-99C . — Proctor tests for subgrade and base materials shall be supplied by the developer . Density tests shall be taken at a minumum of one per 500 square yards . The developer shall pay for all testing if the required density is achieved . Contractor shall be liable for all retests for any failures . Tests location shall be determined by the Engineer of Record . Base/Asphalt shall not commence until satisfactory density tests have been reviewed by the Engineer of Record. — All underground utilities situated in paved areas , included but not limited to ; sewer and water mains , gas mains , electrical distribution , telephone etc. shall be completed and approved before any subgrade work commences . — Concrete for curbs , gutters , drainage inlets sidewalls , etc. shall be class 1 in accordance with F.D.O.T. Standard Specification for Road and Bridge Construction section 345. — Pavement markings and signage shall conform to Florida D.O.T. Roadway and Traffic Design Standards , the Manual on Uniform Traffic Control Devices , with the Standards of the Agency having jurisdictions . — Radii refer to edge of pavement unless otherwise noted. — Materials and workmanship in county rights —of —way shall meet the requirements of the county. — No asphalt shall be placed in city county or state rights —of —way until certified as—builts of the finished rock base have been submitted to and approved by proper agency. — Any Muck (A-8) materials found in subgrade shall be removed and replaced with approved materials — All berms and grassed areas will be seeded and mulched . Slopes will be sodded . — Location of drainage structures shall govern and pipe lengths may have to be adjusted to accomplish construction as shown on plans. — If hardpan is encountered within retention area or swales , it shall be completely removed and replaced with granular material . — Erosion and sediment control ; contractor is responsible for providing erosion and sediment control using the latest FDOT standards baled hay , straw and siltation barriers will be installed where needed to prevent siltation of adjacent property public right—of—way wetlands and waterways . These measures will remain in place until grassing or sodding has been completed or until siltation and erosion are no longer a threat to adjacent properties. — Entrance traffic. control , stop sign , stop bar and lane delineator shall be in accordance with M.U.T.C.D. specifications. — MES indicates mitered end section per FDOT index # 272. — All areas disturbe4 by construction shall be restored to pre —construction conditions or better. ." MIN " Q J/�•' 10.ES S•• !•' MIN 3" IM E" NpN 2" N R /4" WIN OPTIM& CMT Br RIRPE CONCRETE BUMPER GUARD g R. YR 6 AIM SFAL 1r' CNC PPVEKN! vr• EEP aNA %SfTANEY AMT P0.TER TYPE D NOTE: FOR USE ADJACENT TO CONCRETE OR nEaRU PAnUINT, CONCRETE SHORN EXPANSION JOWT, PREFORM JOINT FDYEN ABO JOINT SEAL ARE NEDOEEED BETWEEN CURBS AND CONCRETE PAVEJJENT ONLY. SEE DUGEAM Lot 7 D PM 6. SAWCUT J 1/01, MIN TYPE D CONTRACTION JOINT IN CURB GENERAL NOTES A. FOR CURB, GUTTER AND CURB AND GUTTER PROVIDE 1/8"-1/4" CONTRACTION JOINTS AT ID' CENTERS (LAX) CONTRACTION JOWS ADJACENT TO CONCRETE PAVE�NT AND FLIT CURVES ARB TO MATCH THE PAVELENT JOINTS W RITERIIEDUTE JOHPTS NOT TO EXCEED 10' CENTERS. CURB, GUTTER AND CUNB AND GUTTER EXPANSION JOINTS SHALL BE LOCATED W ACCOROANCE FITH SECNON 520 OF THE STANDARD SPECIFICATIONS. 2. ENDS OF CURBS TYPES B AND D 6 TRANSITION FROM MU. TO ZERO HEIGHTS W 3 FEET . CURB DETAIL I I mF.%WM11 ALL PROPOSED WORK ARE CCOjECT TO ANY CORRECTIONS REQUIRED OY FIELD INSPECTORS THAT i" AAY 6E NECES" CRY IN ORDER TO. COMPLYy .H :IL41PLICAA�CODES., ABRAHAM CHABAB, Inc. CRULL AC CONTRACTING a FL. BOARD OF PROF. ENG. AUTH.#2679 5428 NW EDGEWATER AVE PORT ST. LUCIE FL. 34983 Email agchababl®msn.com 772 878-5079/475-6630 Fax 772 785-8291 GENERAL NOTES/ DETAILS DESIGNED BY AC DRAWN BY AC DATE Nv 20/16 SHEET 5 OF 5 47 65 �N LcCr STA O� _ .40RIOP.-_. REVISIONS DATE e 4 • r •/91CN,IL - UNTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L3 2110" BF /1T.16 L2 31-6" SF AT•IB L 3 414" 8f IT-10 L4 414" 8F$ /1T.10 LS 5'4" as /IT-1B 1.6 S'10" BF /IT.18 17 61-6" aF AT-10 L8 71-V toil ( 2-7 8FS /IT-16 L9 91-4" 8F ST-16 L 10 101-6" 1 8F AT-18 111 11,40 aF IT-IB LI2 121-0" 8F /ITA0 L 13 13.4" SF /1T-1IB L34 SI'-0" SF /ST-16 L 15 14'4" aF /1T-SIB L 16 1SO4" OF /1T-18 L17 1714" 8F /iT.1B L 18 19'4" 8F /1T-18 L19 2114" SF /3T.18 L20 2Y-0" aF /1T-3B L21 24'-0" SF /ST-10 FAIm - UNTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPUFT LOAD APPUM UPLIFT LOAD COMPOSITE BEAM RL-1 4'4" 8F IT-10 RL•2 4 -V 8F /1T-16 RL-3 S'•8" Sf /1T-18 RL4 5'-10" 8F /1T•4B RL-5 V-8" 8F' /1Y-16 RL-6 7'-6" 4WX $Q NP J 62 8FI4/1T-18 RL-7 9'•8" 8F /1T-10 NOTES: ALL LOADS ARE IN POUNDS PER UNEAL FOOT. APPMEp WAM *"OW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOT95 FOR ADDITIONAL INFORMATION. (a) (b) BACKWALL SIDE WALL GRAB BARS AT WATER CLOSETS • RESTROOM DOORS TO BE EQUIPPED WITH LEVER HANDLE AND PRIVACY LOCK. • LAVATORY AND SINK CONTROLS TO BE LEVER TYPE. • DOORS SHALL HAVE SIGNS INDICATING ADA ACCESSIBLE RESTROOM. Grab Bar ACCESSIBLE REST DOOR AND WINDOW BUCK FASTENING I X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C. WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1--'/," EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2014 FLORIDA BUILDING CODE WITH AMENDMENTS. OPTIONAL 2 X BUCKS SHALL BE ATTACHED WITH 1/4" X 3-1/4" TAPCONS AT 12" O.C. WITH DOORS AND WINDOWS FASTENED WITH # 10 WOOD SCREWS SPACED PER PRODUCT REVIEW AFFIDAVIT WITH A MIMMUM PENETRATION OF I-1/4" INTO BUCK. BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF FRAME PER 2014 FLORIDA BUILDING CODE WITH AMENDMENTS. PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODELq APPROVA GLASS PRESSURES(WORST ESIGN L# TYPE ATTACHMENT METHOD PRESSURES DOOR ZONE4-52 -50 PLASTPRO IGBERGL fW IMPACT Y. TAPCON$ @a 1150" O.C, 2" MIN. CLEARANCE TO MAS( FIBERGLASS DO 17194.24 EDGE, r MIN. CLEARANCE TO ADJACENT ANCHOR, 1.1/e WINDOW ZONE 4-Sl -ap PAT IMnDcto,cc DOUBLE DOOR MIN. EMRFDNIFNT Aun ,• c,.............__ ZONE 2-57.9 I I ^^""`� vaKReDGE I NOAB NIA I6) 3/8" DNA. ROOFING NAIL ASPHALT 15-1102.03 ZONE 3 -107.9 SHINGLES EREO PROVIDED O O INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS U AN ACH NT ARE BASED ENTIRELY UPON TEST D PROVIDED BY IS STRUCTURE. THE CEFIANCE OF 1016 AND IMPLIES NO WARRA ANT Y THIS OFFI R Turc NUFACTUR S ITS O ER'S B 1. STRUCTURAL LUMBER TO BE HU44M R 2 GRADE OR BETTER WITH WN PS.L MIN. FIBER STRESS VALUE. 2. CONCRETE TO BE 300D P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2SOO P.S.I. MIN, 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 3W MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" BEAMS 1.1/2" COLUMNS 1-1/2" S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95%MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION. 7. DOOR S, WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. R. PRECAST / PRESTRESSED CONCRETE UNTELS TO HAVE 6" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHMENT OF DOORS IS WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. •NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z -MAX COATING OR BETTER. -•�-- _- D CAI �� ..__ JI. .G --- ELEVATION ALWI.at6AC 0 Certification for Design load Compliance 1. DESIGN CODE: Florida 61lDL1711s code 2014 Edition w/20_ supplements using ASCE 7-10 2. Structure Design is: X Enclosed_ Partially Enclosed -Open Building 3. Risk Category: _I X II -III ,_IV Exposure Category: _B XC _ D Adjustment coefficient 4. Design Wind Velocity 4fmph-ASD LRFD End Zone Width�+_ft. S. Mean Roof Height: 1I Roof Pitch; !'P::12 Parapet_ ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ _tL' MRH(worst case)) Zone 1: -' 6,hone 2: J4 N Zone 3: -!�L1 Zone 4 - Sf Zone 5:-4�'LGarage:k� 7. Design Loads: Floor: 7X- PSF Roof/Dead:_L2�PSF Roof /UveLPSF Balcony: _PSF Dock: _PSF Deck: -PSF Stairs: _PSF Fence: _PSF Railing: `PSF & Were Shear Walls Considered for Structure? V Yes _ Not applicable Explain Why Not: 9. is A Continuous Load Path provided? k Yes_ Not applicable Explain Why Not: 10. Design Soil Bearing Pressure:2000 PSF Soil boring Test required _Yes _-,)C No (based upon section 1909.2 exception) _ 241`bB • • • 4 Y �BF v 3b"N r G c U AtTf: � - ESTIMATING. l U `• 411 �'- IzO 0 rye • �O` Ott it 6w , L' _ CULLNT� 6D S.C. DR ;... i' -i-cvpTtON 22 s"H- couriTV'"K bb UTI VO cl ONTRACTOR CO%� • ORK AREA -p ° HEE`w PLANS AND ALL PROPOS D VJow A,F SUBJECT TO ANY COF RMCTIGN,S, 1?�")JIRED BY FIELD. INSPECTflMTIAT � 5i e 59' IMAY BE NECESSARY IN ORWR TO v I COMPLY WITH ALL APPUCAIBLE CUBES. r.. 4 • II -or' � 3 �g5c �r � Tekn1�+-ti OFFICE 4t1 I!`'aHI hlli 24 M(Ev 2 f.IX�p - 2 4'- 0 .N LAN 1/411=. lit Z. Y p4 0 12521 V S - 51V s1 TI' FLAW RY 0T14CftS �I/�F•1� r �u/zz (I.8 g�Fcs�v 4 SHEET OF Two aAR k-ti= INTERIOR FINISH CLASSIFICATION WALL FINISHES CLASS B FLAME SPREAD OF 26-75 SMOKE DEVELOPED 0 - 450 PER SECTION 803 TABLE 803.5 CEILING SUSPENSION SYSTEMS SHALL CLASS B CONFORMING WITH GENERALLY ACCEPTED ENGINEERING PRACTICE, IN ACCORDANCE WITH MANUFACTURER'S RECON MIvIENDATIONS, AND BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF ASTM C635 AND ASTM 636 FLOOR COVERING MATERIALS TO BE OF CLASS I OR CLASS II MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH NFPA 253 CLASS 1, 0.45 WATTS/042 OR GREATER CLASS II , 0.22 WATTS/CM2 OR GREATER GYPSUM BOARD .MATERIALS AND INSTALLATION SHALL CONFORM TO THE APPROPRIATE STANDARD LISTED BELOW. TABLE 2506.2 TABLE 2608.1 GYPSUM BOARD MATERIALS AND ACCESSORIES INSTALLATION OF GYPSUM CONSTRUCTION T MATERIALS STANDARD Accessories for gypsLim board — ASTM C 1047 ASTM C 557 Adhesives for fastening gypsum wallboard Exterior soffit board ASTM C 931 _— _ _ Fiber-reiufarced * asum emals _ ASTM C 1278 Glass Inat gypsum b le!cing panel ASTM C 1178 _ Glass mat gypsum subshvlte ASTM C 1 177 Gypsum backing board and gypsum shaftliner board _ _ ASTM C 442 Gypsum ceilin •board _ ASTM_ C 1395 _ Gy2surn sheathing ASTM C 79 - _qsum wallboard ASTM C 36^ - -- Joint reinforcing* t�TS and cam ound ASTM C 474; C 475 _ Nails for gypsum boards _ ASTM C 514, F 547 F 1667 Predecoratedyy aum board ASTM C 960 �-v Steel screws _ ASTM C-95_4; C 1002 Steel studs, taxed bearing_ ASTM C 955 Steel studs, ngnloacl bearin ry ASTM C 645 Standard spe l cation fort,; p, i bom-d ASTM C 1396 _ Testing gypstun and gypsum products ASTM C 22; C 472; C 473 Water-asistant Sypsum YracI i,`iLboard _ ASTM (, 630 -- MATERIAL STANDARD —_ su G m board _—_ _ PA216- ASTM C 840 Gmmis aslmathing,_----„ASTMC1280 G )sttni veneer base ASTM C 844 interior lathing anti turrinyz..�__.__..__. Steel framing fur.-gp,um boards __ ASTM C 841 ASTM,C 754; C 1007 Ak\V ROOF SHEATHING NAILING ZONE INFO. ZONE P1 REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O•C. FIELD, ZONE P2 4' X LENGTH W/8d RING SHANK @ 4" O.CPERIMETER & 6" O.C. FIELD, ZONE P3 5' X 5' @ HIP AND 5' X.LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD . NOTES: 19/32" CDX PLYWOOD SHEATHING 25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT.SHALL.BE PEEL.&.STICK OR 30# EELT.COMPLY.ING W/ ASTM.D226, 4b1OR 01, U ZAtc�Fsc �t� (4,C-e eAA4-1 eO% t..ocn�renag J pTzi1c'-r wr-1E- 2k44 Cs1r1I7 (Y1ler 3511b" ZS' 6A, MCcTAL- e -Z4' P.G, oK Llct( ,e•Lo� geuv� iyOCta-1 `�2av\Gtr- n�cti-A�Se,CLe+�N i �iNyR To 4��i F, InSY-✓l�reoor r k.I A,LL.• V-V 41 Cv X L 5/aS elmp s l2"o a4 Ff K -P GouCerr-�`c. s��, NO TE- STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6"O.C. ALONG SUPPORTS. FASTENERS TO BE USED CAN BE 6D COMMON OR ROOFING NAILS HAVING A MIN. %" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN. %" CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS %" MIN. •1/4 max i/4 TO 1!2 /as S /8.5-132' - ..... s (o) (d) Changes in Level Changes n Level THRESHOLD ON ACCESSIBLE ROUTE AA iZ fCct-/��,. hffl tic- OVER 5 1 �o:,orr-;rav5acam�K ONslBNcaX -FLYtut.l�, SµT`6.-ATTAC14 MR N4tLM* ZQ5 METAL AN040(k 5TtZAF @ EA, sTLJcca rsf aN RMEP Kr-i�-iFl- -Tat f 21, d n CCN:NENT rYPtcAL) ---------- ----- 'c i -I 36 19 19 36 915 485 485 915— Fig 45 Minimum Clearan for Seating and Tables •Z*1'),I. '4t,a-L^:-'?afP'AL'•�. -r I C O- ELM-] 5 H --$'IcoMc• BLY, i BEARING TRUSS ACTUAL SIMPSON CONNECTORS)POINTS) UPLIF (GROIUPM, CONNECTORS) UPLIFT DESIGN ;'R WORSTCASE) EACH 892# (1)HETA20EACH 2306# (2) HETA 20 2500# 10-10d ING ACK (KJ) IU BRG 743# (1) HEfA 20 1810# 10-10d 2"0 BRG 591# (1)MTS16 1000# 14-10d P JACKS In BRG 157# (1) BETA 20 1810# 14-10d HJ) 2N° BRG NAILED PER TRUSS COMPANY CONTRACT .�1.h1• �rza.e� -WEH SOMPAC_T-E 9 `. /7 <01A P S F M IM . 5ATi INSVLATIGN ncAL A M- _ W/ _ ()rZ `• _�% dI 30GLASS (-2x4',LAY-)IV-' tau rltE @ Il 0" A,F,r, �Ct�uKss 15oNb BE -,E#k_5. co-WT... �t(rL�? CouRs� rG- �t; ING5 1/l"D TWF��C_ GN PT, twQX1 G e Z4"o- ID/#uiU[ATTOTI_ J� a0 _t _wNL 1 r-w S ��27 1 P_LA'N tC Top L)Atla C ULY'(f, S"wlo WIK TVpw W �n�>c� t'eooFl►JCe r$lIC-lam trJSC�/+rTICJ�� GiYP. a 4AL44 �tD•r4'j � NIA. W FL A5HING DETA1 --(MASOWR`' CONSTR.) NZ11c ILOM F11 -- (Ipint.l.>=IIsrRME5N CONCR'STE 5LAb oN L MIL. VAPd1R 5ARRI�R/otllFk WC-LL COMPACTEPftSoo p.s,F, MIN.)�cLEAN -M-RM1TS TFLF-ArMP P:t'LL . ' THESE PLANS AND ALL PROPOSrO 1.10V ARE SUBJECT TO ANY COPRECTi0NS REQUIRED BY FIELD INSPECTORS T11A-i IJAY BE NECESSANY IN OIRDZA TO CCiAPLY LVITH ALL APPLICABLE CODES L TYPVCAL . FOOT IWCS s �6'lx i$R MONOLITHtc CONC. E'L7GE t $ Ti7i' 0 2-445 601,_CONTINUOUS f�erz tt' L qzz.il) 2•e�rsep� F 3 /fg rev oePO %i��1V tau¢ ewp 0 M 0 o g N O O F AV V 0 o U6 IL C n a6 W pQ 4 OR TO PROVIDEMANUFACTURERSSHOPDRAWINGSANDENGINEERINGFORREVIEWANp =- ---f4i:��4f� 1 PRIOR TO PLACEMEN7.OF STRAPS AND POURING BEAM. 7 S E ST. Lucie County, Pef rTj t :,� _ _ OF TWO ........... IOrO-- D - - Ak LUNN �. .P.� Idtl'(1 1t SERJ'IGI Y ...._. _ 0 ° CRUD ' 'I ! fp--rAL C 0 SITIAi, eJ -vwc-wTq,t5S :^. 5EE 'TRLTSS \ i �Ge�IaPSC i�i7 5(-:AI4 7Cti-N"C - "- L-F-cb-v (,.SC IVr .g1T$�i�EST: SLA& 0w Co 141two-- Z09-VA P-M-U-1ZA ( 45--W-0017 tI�US`5 5-@24u4G MAK, P.Lq`.�_SNQP .1'i�,4w!'1•t Cod JLI�. OVv_IZ _ CD P� YL L1ti -�'_��°—dhl �F:LP W PCo� 4p �P.f'¢rH r- - f[ CA1) sea W-ia IAYtn), r7eA �coer-g W/ I #y wTvL. COU125oe 101 "ovRp1 DR VZk--r, VOKEL.S. flv COKC, rrf1;.LiFV -pt6CK C7LL A CORN E FA S/ FACI4 5fI7E 1 0 0 } = tIN (EL GC3U� @ nrAN rz N EH 9 T17L1i--lclf�fSW ON Q,B _rA- Inn �r�w +� OL1. PRODUCT REVIEW PRODUIT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVA GLASS ATTACHMENT METHOD PRESSURES (WORST DESIGN L# TYPE CASE) PRESSURES GARAGE ZONE 4.51 -25.8 WAYNE-DALTON I S-350 ROUND FI# N/A 3/8' X S" WEDGE ANCHORS IN EVERY HOLE OF MOUNTING — ZONE 5 -61.2 COMMERCIAL 1421.2 RAIL ROLL -UP DOOR ZONE 4-51 -80 1ELD•WEN CONTOURS STEEL FL# IMPACT 3/16" TAPCONS @ 12" WITH 1-11V MIN. EMBEDMENT, 6" ZONE 5 -61.2 11136.2 FROM CORNER AND 2-1/2- MIN. EDGE DISTANCE ROOF 7ANE 1.40.6 N/A OWE CORNING OAKR E N/A (3/8" DIA. ROOFING NAI PER SHINGLE ZONE 2-57.4 ASPHALT 7NOA# ..03 TYC C 111 ZONE 3 -107.9 YCOL!\fl lG W!\\/.nCn non v"n n.�r-� SHINGLES .vrr. ivn a,pc vfrn VLu uT LV GVR III LP D CTS AN OD ENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED RY ER, WHICH C N AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. L ium LINTEL NO. SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L1 2110" BF /1T-!B L2 V-6" 8F /ST-10 L3 4,-v 8F 1T-18 L4 41-e BF /1T-10 L 5 S',W BF /1T.16 L6 S'10" SF /1T-18 L 7 6'-6" 8F /1T-18 t8 7'-6" 8F /1T-18 L9 9'-4" BF /!T-16 L 10 10'-6" BF /1T-18 t 11 11'd" BF AT -is L12 12'-W 8F /ST-18 L 13 13'4" SF /1Td8 L 14 14'-0" 8F /1T-18 Lis 14'•B" 8F /1T-18 LU 19'.-V T250 1034- BFI(o/lT-10 L17 17'-e BF /1T-1B L18 1 IT4" 8F /31-18 L19 21'-4" BF /1T-18 L20 2' " BF AT-18 L21 24'-0" .:C SF /1T•18 �j, LINTEL NO• LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM RL-1 1 I o 405# 17 RL•2 8F 1T•16 RL-3 ' ,•a„ 8F /V-16 RL4 B'•1.., 8F JIT-10 RL-S -8. BF /1T•18 RL-6 BF /1T-18 NOTES: ALL LUAD6 ARE 1 UNDS PER LINEAL FOOT. A" 04%!F WORST CASE FOR LINTEL S4f. SEE S�UC'TAITAL OTES FOR ADDITIONAL INFORMATION. � � A M--j=0t1C,._S.LA1b ON ,t• )..N G �Z-S Wr, CONT. i I IR.. CONNECTOR SCHEDULE TRUSS ID - BEARING POINT(S) TRUSS ACTUAL UPLIFT (GROUPED, WORST CASE) SHOSON CONNECTOR(S) CONNECrOR(S) UPLIFT DESIGN FASTENERS A EACH 892# (1)HETA20 1810# 10-10d GR EACH 2306# (2) BETA 20 2500# 10-10d KING JACK (KJ) 1ST BRG 743# (1) BETA 20 1810# 10-10d 2Nn BRG 591# (1) NITS 16 1000# 14-I0d FLIP JACKS (HJ) lu BRG 157# (1) BETA 20 1810# 14-10d 2ND BRG NAILED PER TRUSS COMPANY (,UN 1 KA(.; I UK -1 U YKU V IllE MAN UI'AC I UKEKS JHUY I)KA W INGS AND ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT OF STRAPS AND POURING BEAM. 8 12 —75 THESE PL5.N5 AND ALL PROPOSED NJOr"If{ ARE SUBJECT TO ANY COP.,9EC i IC'N i REQUIRED BY FIELD INSPECTORS PAT MAY BE NECESSARY IN OIRM TO COMPLY WITH ALL APPUCAB•LE COVEC, CON T.RACtOR CoFy _ ---- --- -- c r 0 0 J am& I Po" tr cy)y�f,7 �cv,st $1A3AaQeu1$0 91'714rea"s�A �• � FLORO ,z . PEA J SEAL 68 0 v, a a A4(� "w I.;~ U Da m {W. V •� z° a o� U� � o U� rn d a 4 2 OF rwe)