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Building Plan Permit# 1706-0646
St. Lucle Co. FL Date Init. 4- �provl<4Q7 i I Nlldi 7 CJR?��LL ACC CJOJ��J�R�ACJT�IrJ� DEVELOPER: CRULL SERVICES 81 QUEENS ROAD 0 MY INC FORT PIERCE, FL 34949 I 7Ls on 4A Pro I: a: 0 1 SHEET DESCRIPTION SHEET NUMBER SITE PLAN 1 OF 5 DRAINAGE PLAN 2 OF 5 ,-PAVING& SEWER PLAN/ GRINDER PUMP 3 OF 5 SEWER DETAILS 4 OF 5 GENERAL NOTES/ DETAILSS, 5 OF 5 HL'SE PLANS A Nb ARE 00JECT TO ANT (130 FMECTIOP?°� REGluffl. 111u� Sy 70.r) �NISPECT 0118 Tjq To CRULL AC CONTRACTING Const. 4" Thick Concrete Recap Detectable 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. Max Slope 12:1 Expansion Joint 1/2" Preformed ro Joint Filer (All Mound) ga2y ••••••••• 24• _• • • • • • • • • SidewellcA ' SECTION AA ALTERNATE A Max. 1� • •.•• • • Detectable •••� Max. •••• Waf •••• LA_• • • • • • • • Sidewalk 24 iPavement ' e. ° s.l.11 44 MIN SECTION AA ALTERNATE B SIGN 61 NOTE: Proposed Sidewalks & Ramps Must Comply W/ADA Standards NOTES 1 Top Portion of FTP 25 & 26 Shall Have a Reflective Blue Background with white Reflective Symbol & Border 2 Bottom Portion shall have a Reflective White Background with Opaque & Border 3 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 Sign or 8 FT, to the Bottom of Permit Only Sign. PARKING BY DISABLED PERMIT ONLY $250 FINE FTP 26 DISABLED PERMIT ONLY I$250 FINE I PROJECT NAME OWNER LOCATION LAND USE LAND ZONING TYPE OF BUSINESS 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. ciTG rnvFRnrF ACREAGE _ SF %OF OFFICE AREAS 0,0264 1152 5,76 WAREHOUSEAREAS_______0_0496_____2160 _____10.80 BUILDING TOTAL 0.0760 3312 16.56 PROP. PAVED AREA 0.1836 7997 39.98 PROP_SIDEWALKS/PADS _ 0.0143 _ _ _ _ _625_ _ _ _ _ _3_12 _ — _ _ TOTAL 0.1979 8622 43.10 TOTAL IMPERVIOUS (BIdgs & Pkg) 0.2739 11934 59.67 1 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 Rl III DING 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 h 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 D! SPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS 9I01RONMENTAL STATEMENT-: PROJECT WILL MEET AND COMPLY WITH STATE AND LOCAL REQUIREMENTS & REGULATIONS RECf RDING NATIVE HABITATS & VEGETATION. LOCATION MAP 1 -PROJECT LOCATION 1937 N. RR OIX2 NVY 3 h �kE T9TE yf AVEWE I [FN1fE FVE PRAM£ AVE EYiT k G RI N %Q VIRGMIP AVE EXR 3 70 6l E,®E an EXIT EUVMiW RO !SCALE 0 �rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr� ABRAHAM CHABAB, Inc. FL. BOARD OF PROF. 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 1-800-432-4770 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 [IF 5 ` 0 ..„III,II I I,III,IIIIh \\OEFNSFC..... 'm No 47165 STA E OF F<OR0' REVISIDNS 4 J v 9 I— UU 8 > 7 i 5 4 3 14 13 12 v 11 LU 10 > N 9 _u P OOTa LINE 4x8 PT WOOD 0.6 pcf CCA W/#5 DOWEL ® 18:' O.C. Must E Or Dot 20 30 40 1"=10' HORIZONTAL SECTION F-F Type D Curb 10 20 30 1"=10' HORIZONTAL SECTION B-B PROP. LINE 4x8 PT W00P 0.6 pcf CCA W/#5 DOWEL a 1R" n ram. TROP. INE 4x8 PT CCAP 0.6 pcf W/#5 DOWEL ® 18" , EL 10.20 EXIST. J v 9 w 8 > N 7 _u C� BERM EL. 10.20 — r� W EL 11.0 Yf STORAGE r =L 10.20 YARD �J 10 20 30 40 1"=10' HORIZONTAL SECTION C-C 1 BERM EL. 10.20-- N PROP. LINE -5� � x 4x8 PT WOOD 10, 0.6 pcf CCA W/#5 DOWEL 11I, 9' I 10 20 30 40 1"=10' HORIZONTAL SECTION D-D PARKING 5 DOWEL 20 30 40 V=10' HORIZONTAL SECTION E:-E 0 x°' SITE BM 1988 NAVD 7L 7.68 tT �n `Iv )0 tit �LY See zJ1 U N 06\6 h x60 FINISHED GRADE EL10,10 BASE ° ° v ! ° CLEAN FIL PIPE COVER TOP EL 8.00 CORRUGATED POLYETHYLENE PIPE PERFORATED 360' INV FI 650 PIPE BEDDING BOTTOM FI 5.50 • Y���Y� �Y �Y� �7� �Y� �Y� �Y� � 1 . . ,_ • • ♦ • _• • III . . . P99-9-9--Fil . . 11 i Q 10 L) L$ W 9 PAVEMENT > j®BAS E N n 8 `.QSUBBASE 7- 6- 10 20 \\ \ I& 3/8" Dia. Expansion Anchor W/ Nut & �N Washer Embedment Depth 2 y2" 0 o Spaced @ 121nches 3/8^ x 114,, Long Hex Bolt W/ Loc% Nut & Washer 4"x4"x1X'Bracket Rubber Gasket Sides & Bottom 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 48 HOURS BEFORE DIGGING CALL TOLL —FREE 1-800-452-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC UNDERGROUND UTILITIES NOTIFICATION CENTER EL.10.20 1/2" ALUMINUM BAFFLE PLATE ]L]E G E N D EXISTING GRADE x0'h ELEVATION ® HIGH POINT T CURB 6'10 PROPOSED ELEVATION 25.7 B/CURB -E—�- RUNOFF FLOW DIRECTION FDOT MITERED END SECTION PIPE INVERT CORRUGATED POLYETHYLENE PIPE CPP (N12) MANUF, BY ADS CCA COMMERCIAL CONST. APPLICATION 5' CONC. SIDEWALK 7"THICK MIN. COMP. STRENGTH 3000 PSI PROP. SAW CUT EVERY 6 FT LINE AND CONTROL JOINT EVERY 30FT. 5' 30' / / O/ J' DRIVEIyAY ® PAVEMENT_ "- ®BASE-- _ - - (SUBBASE _- 30 40 50 60 1"=10' HORIZONTAL SECTION A -A W Z� Za �a D¢ �W jW W - �J �¢ �m �m TOP VIEW 3.1' TOP GRATE EL.10 gn12" 12" 112" LUMIN •M.• BLEE DER PLATE, , . MINM 0 6".6 LE PLA E m Flow Dir. • 3" Bleeder �18"X18" O Opening Flow Dir. EL.7.70 EL.7.70 12"RCP BAFFLE Bo TOME PLATE DETAIL EL 6.25 6 6 25 WEIR PLATE DETAIL �1TIFyIFyV ' CONTROL STRUCTURE DETAIL TYPE C INLET BOX N.T.S. ••rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrx LEGEND TEE 450 BEND Ti 900ELBOW y F.H. FIRE HYDRANT N GATE VALVE -V1- BACKFLOW PREVENTER 0, _c,y, SERVICE CLEAN OUT ® METER BOX ==::12"W.M. EXISTI2'WATER MAIN BTM EXIST,8'FORCE MAIN __�-- CATCH BASIN 4'GM — — GAS MAIN PVC P❑LYVINAL CHL❑RIDE CIP CAST IR❑N PIPE OLDDIXIE HVVY 70 80 90 ®PAVEMENT TYPE S-3 ASPHALTIC CONCRETE 1-1/21N THICK ONE LIFT RC-70 PRIME COAT @ 0.10 GAL/SQ. YD Q BASE 8"LIMEROCK COMPACTED TO 98% MAX DRY DENSITY MOD. PROCTOR COMPACTED TO AT LEAST 98% MAX DENSITY PER A.A.S.H.TO. T-180 0 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 DESIGNED BY AC ABRAHAM CHABAB, Inc. CRULL AC CONTRACTING FL. BOARD OF PROF. ENG. AUTH.#26790 i DRAWN BY 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 2 5 1c �E rl rta8i�L3 a LI h'sLJh'C"r 3 Id 6iih x AIR 2 0 ACT TO PkI7 ('01I3II T10NS PfEQU1IF1I 0 rJy 7 E' 0 IP)`SPEC 1'iA � THAT Av9 fl s ' "°<p' I +as IViTQ:.: Ili It? L,_ °X,PM F. ........... �'•Q'Q' �IGENSF m' :Q,r' No 4�71,C65 O STATE OF 44/ 1 `• \10 REVISIONS m07 DAT LIGHT TO BE VISIBLE FROM ALL DIRECTIONS WHEN MOUNTED TO PEDESTAL NEMA 4 ELECTRICAL CONTROL PANEL AND ALARM SYSTEM STAINLESS STEEL CONDUIT ***NOTE*** -ALL ABOVE: GROUND PANELS, BOXES & CONDUITS SHALL BE STAINLESS STEEL �3032')'STAINLESS STEEL CONDUIT z •/ � X „ z a CONDUIT SEAL OFF 00 I 12 LD 00 NEMA 3R-6"x6"x 24" STAINLESS STEEL Q JUNCTION BOX W/TERMINAL STRIP FINISH GRADE L 1 1/2" PVC ELECTRICAL CONDUITS TO GRINDER STATION NOTE: -230 VOLT SINGLE PHASE POWER SUPPLY SHALL BE SUPPLIED THROUGH THE BUILDING'S ELECTRICAL SERVICE -MUST OBTAIN ALL NECESSARY PERMITS SINGLE PHASE DUPLEX GRINDER SYSTEM CONTROL PANEL CONTROL MOUNTING BRACKET (SST) TO BE FIELD INSTALLED LOCATE ADJACENT TO THE CONTROL PANEL PEDISTAL AND OPPOSITE THE INFLUENT LINE ON SID OF TANK 26 OPNG 3"CHECK VALVE WITH OUTSIDE •� SPRING & LEVER 0 0 D 37' P _ __ _ — 1k" FLOOR DRAIN O O CROSS o FROM UNION BALL VALVE D D , 2" PLUG VALVE WITH 2" 2" SCH 80 PVC OPERATING NUT ELBOW (TYR) 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 PUMPS "OFF" 5.40 FT NAVDWET WELL BOTTOM ELEVATION 4,40 FT NAVD LG INFLUENT DIAMETER 4 IN PUMPOUT CONNECTION 2 IN NOTE: ALL PIPING FOR VALVE AND PUMPOUT CONNECTION ASSEMBLY SHALL BE SCHEDULE 80 P.V.C. osedS (00) 4Y$v10 RO 2 I oqe )p y iA U 7'MIN/ 1O'MAX NEMA 4 ELEC. CONTRI AND ALARM SYSTEM CONDUIT BODY UCT SEAL J,EXIST. 2" VENT W S.� BUG SCREN GROUND i n ELECTRIC RANSFORME 3-1 1/2' SLIP CONDUIT PLANGI (FIELD INSTALLED) Map r3-1 1 ELECTRICAL CONDUITS 48" FIBERGLASS REINF. POLYESTEF RESIN, 3/8" MIN. WALL THICKNESS GELCOATED SURFACES TO SEAL FIE 120 PCF LOAD RATING AT S.F.2 rus W/HINGED, PADLOCKABLE /4' ALUM. VENT CPLG. ' RAIL SUPPORT, SST. LTS TO COVER FRAME) A 0 OA \\ Q tea• 9 � �A d o� v- p. ♦ to \\ A0% t4 9.90 \ t See Conn \ • 2"G.V. Deta %A 0.20 CHECKha 2P A 0 a8 Of��oe vaose�NELEC 41a PNL , N600. gyp. c.o. --_ 600 eeS :ALUMINUM COVER W/HING 30"X40"X36" III —N DISCHARGE LEVEL RU (STANDARD) "H" INLET FITTING 2 DISCHARGE (FIELD INSTALLED) PIPING, PVC SCH. 80 "B" INFLUENT INVERT: 6.40 E------ 3/4" SCH.40 PIPE GUIDE RAILS SST. ;H WATER "ALARM" LEVEL6 00 LAG PUMP "ON" LEVEL:5.90 INFORMATION PROVIDED BY ENGINEER OF RECORD LEAD PUMP "ON" LEVEL:5.65 (2) PIRANHA S20/2W 60HZ GRINDER PUMP 2HP, 3450 RPM, 1 PHASE, 230 VOLT, 60 Hz F" PUMPS "OFF" LEVEL :5.40 5 1/2" IMPELLER, _20__ GPM, ®_52— TDH 2" BALL CHECK VALVE 6MIN +. RAIL ASS'Y. "G" WET WELL BOTTOM : 4AQ . . 12" .MIN 8" COMPACTED 3/4" 6' MIN 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 SINGLE PHASE DUPLEX COMMERCIAL GRINDER SYSTEM COMMERCIAL GRINDER SYSTEM DETAIL 02 OF 02 DETAIL 01 OF 02 LEGEND EXISTING GRADE ktih ELEVATION ® HIGH POINT CURB 6.10 PROPOSED ELEVATION 25.75 B/CURB —Z RUNOFF FLOW DIRECTION FDOT MITERED END SECTION PIPE INVERT CORRUGATED POLYETHYLENE PIPE CPP (N12) MANUF, BY ADS CCA COMMERCIAL CONST, APPLICATION VALVE LVIE .65 'finder B1OX \\ ELEC. amp - PANEL T \\ GRINDER PUMP TOP EL. 10.40 \\ INFL.INV. EL.0.40 OTTOM EL. 4.40 PROP. 11 GRINDER VALVE LINE IF 10.40 PUMP X 1 O PRIVATE SLC R.O.W. 9 CONDUIT SIDFWAI U 4 3 2 ILI LEGEND TEE N 450 BEND T1 900 ELBOW y F,H, FIRE HYDRANT N GATE VALVE �— BACKFLOW PREVENTER SERVICE CLEAN OUT ® METER BOX =712°W,M, EXISTI2'WATER MAIN — O'FM — EXISL8' FORCE MAIN __E]_- CATCH BASIN 4'GM — — GAS MAIN PVC P❑LYVINAL CHL❑RIDE CIP ICAST IR❑N PIPE 450 BEND 2'XX2' NC. PAD CHECK VALVE STA,CKABLE METER BOX 2" RESILIENT SEAT W/ GATE VALVE 450 - BEND SDR09 ENDOT' 47LF 20 30 40 50 60 70 1"=10' HORIZONTAL CONNECTION DETAILS OLD DIXIE HVVY WET TAP EPDXY COATED TAPPING• SADDLE WITH STAINLESS STEEL STRAP WITH I.P. TH9EAD 16"x2" Tapping Saddle 80 90 i��u..waW V I.A"l 11?»3 M9116?S(°,b4 %AlSI"1t6w�k.l>}woo )S�': _ fqv, 91ADjECT TO 4�5'�aLaO;il�p R!T!()Ky y g1.9e§�d^3f'"3 �nN "l'i te7)TitlN'i'3, ;qsif ....NVOIIIIIp N, ,/ M F , 48 HOURS BEFORE DIGGING ,, P-�\GENSF CALL TOLL -FREE -800-432-4770 C('+ No 47165 j CT 's SUNSHINE STATE ONE CALL -o=,. srZ of 4U =� `•; OF FLORIDA, INCORIOP UNDERGROUND UTILITIES NOTIFICATION CENTER ,>' S'S'/pN % �? ,,,,,,,,IIIIIIIIIIII,1„1,,,0( ABRAHAM CHABAB, I11C. FL. BOARD OF PROF. ENG. AUTH.#26790 CRULL AC CONTRACTING DESIGNED BY AC REVISIONS DATE DRAWN BYAC 5428 NW EDGEWATER AVE PORT ST. LUCIE FL. 34983 Email agchababl®msn.com 772 878-5079/475-6630 Fax 772 785-8291 i SEWER PLAN/ GRINDER PUMP DATE Aug. 5/2016 SHEET 3 OF 5 TEE OFFSET M 11 1/4', 22 1/2' 45', OR 90' BEND �r� lM/A i L REDUCER CROSS USED AS 90' BEND y /e�5� xy,l L. W ' VALVE WE DEAD END VERTICAL END HYDRANT RUNOUT MECHANICAL JOINT ANCHORING REQUIREMENTS N.T.S. gz PIFn MECHANICAL JOINT M_3 ANCHORING REQUIREMENTS R W P. . DAIE: I REbSION: BY APPD: WATER ASTEWA1Eft ENCINEEFINC DESIGNED: COMPUTER JJM GET NOTES 200602.DWG pr PIERCE UnLRiEs AUnIORIiY FAWN BY.' GALE JJM N.T.S. AAPPROVED. A E SHEEf ` JLC 2010 1 OF 1 INSTALL R.P.M. BESIDE 5 1/4' WEIGHTED VALVE LETTERING 'WATER' OR SEWER" ON COVER BOX LID & 0 E.O.P. TYLER/UNION PART CONC. PAD 24" SQUARE 412T-147510 x 4' THICK IN UNPAVED AREAS W/REINFORCED FINISHED GRADE CONCRETE MESH c Q \ rn `� Z Z VALVE OPERATOR SHALL ADJUSTABLE BE NO LONGER THAN VALVE BOX & RISER io 24" EXTENSION. (IF NECESSARY) III�o� GATE VALVE s THHN MAGNETIC WIRE i B/NGHAAd & TAYLOR INSTALL R.P.M. 6' PAST 5 4" HEAVY DUN THE VALVE BOX WITH VALVE LID W/4" THE TRAFFIC FLOW MECHANICAL JOINT SKIRT RESTRAINTS (TYP.) 4905-L4 MER/UNION PART III12T-147510 SEE NOTE {2 TRACE WIRE 1/2" PVC ; II CONDUIT II dI II .. dI II r � fl NOTES• II' II 1. BLUE REFLECTIVE PAVEMENT MARKER (RPM) FOR WATER II Ii VALVES AND GREEN RPM FOR WASTEWATER VALVES _ PAVEMENT EDGE. 1NSTALLR.P.M. ON THE 2. FOR WATER AND WASTEWATER VALVES INSTALLED IN PAVED PAD OF 5 Y" WEIGHTED AREAS, ELIMINATE CONCRETE PAD AND ENCASE THE MAGNETIC VALVE BOX LID & WIRE IN 1/2' PVC INSIDE THE VALVE BOX SEVEN INCHES E.O.P. BELOW GRADE VALVE MARKER INFO: J. DIP MAY BE USED AS RISERS ONLY IF A VALVE BOX IS NOT SIZE MANUFACTURED FOR THAT DEPTH, NO PVC RISERS TYPE OF VALVE SHALL BE USED IN ANY CIRCUMSTANCES. UTILITY TYPE iX OF TURNS TYPICAL GATE VALVE & VALVE BOX DETAIL N.T.S. �o¢� PIES TYPICAL GATE VALVE & M-6 VALVE BOX DE7NL DAZE' RENSION'I ILY, I APPD: WATERIWASTEMATER ENGINEERING DESGNED: M R FILE Luse �'� w2 FT. PIERCE UTIUIIES AUTHOR" DRAWN BY.' SCALE SLL A A�PRDVED: WIE SHEET 1 JLC 20f0 1 OF 1 24N24"X12" SQUARE SLAB POURED TO GRADE IN UNPAVED AREAS WITH FIBERGLASS MESH REINFORCEMENT AND #4 REBAR 3" FROM OUTER PERIMETER 6"-45' P.V.C. 8"x6"-45' P.V.C. WYE CLEANOUT FRAME & COVER U.S. FOUNDRY 7621 OR APPROVED EQUAL. 6" P.V.C. �. PLUG SECTION GPI / Il/u vo DRYCON DIRECT BURY LUG BY KING INNOVATIONS MR 24%24"X12" SQUARE SLAB POURED TO GRADE IN UNPAVED AREAS WITH FIBERGLASS MESH REINFORCEMENT AND #4 REBAR 3" FROM OUTER PERIMETER FINISH GRADE CONTINUOUS 110 THHN MULTI STRAND TRACE WIRE HALF HITCH BEHIND EACH BELL TYLER/UN10N 112T-147510 HALF HITCH ON EACH SIDE FINISH GRADE BRANCH SPLICE AT ALL TEES FIRE HYDRANTS & SERVICE TAPS HALF HITCH AT ALL SERVICE TAPS NOTES; I kz5J I IL 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 (N.T.S.) FORT PIERCE UTILITIES AUTHORIL 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 SDR-35, GREEN OR WHITE IN COLOR, GRAVITY SEWER MAIN SHALL HAVE LOCATOP 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 T1IE 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 1% 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 50 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/CITY/COUNTY/FDOT ENGINEER, 11. TRAFFIC CONTROL, BARRICADES, 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 UTILITES 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. pjh WASTEWATER CONST. NOTES WASTEWATER FPUA REQUIREMENTS CONSTRUCTION NOTES 0 —06 1 R W ED P.D. DATE REWSION: BY.. APPD: WAIIERIWASIENAMR ENGINEERING DESIGNED: OM U f1LE Vi JJM DET NOTES 200602.DWG FT. PIERCE UnURES AUTHORITY RAIN) BM CALF r JJM N.T.S. A�L APPROVED: AIE SHEET JLC 010 1 CF 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 MI, !MUM 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 SFWEP., 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 6—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 P A Teti Iki'W ALL P"iL3�( 80) rJ kii1 T.. "`k a l) Lau. Lkj a I ANI v tl uk,..'.lssw @RED MAa Nr7_110 tl.1'3 v C FuHbi I TiP^'Ili JiAl 1L fl ut+9 sa3ll4q ,;a r+'p1 '1 �°g"•; y, AAii } A k a W Jd��)�d• 91+Sr ra�CS+Afi6"YVT °Ih `i �:1').. AI^"tg`y°�1 v4�() oia 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 manufacturer's 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 . EXISTING GROUND o wJ a J 11 0 W W N Z 0m UW QW g0 �Q �Z 0¢ ZZ QO �a Z> r_Q W U J Q W i NOTE: \jam FOR PLACEMENT OF BACKFILL OVER PIPE /X, SEE SPECIFICATION PIPE O.D. + 24" 1 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 d Trenching Procedure 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 I 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 disturbs-: by construction shall be restored to pre —construction conditions or better. 0" M ]/1" 1®If3 12" .1 2" NIN AN 3 1/2, MIN N.. MH ].. M TN Q^ W Y' NM 3" NA W" NA% " TYPE D MI.' xA v." March OVUINAL 2SI. NO . YARs IY" Low CONTRACTION JOINT IN CURB CONCRETE BUMPER GUARD 0" Q"R 6"JOINT SEAL IB CpXC PAVENEM 1/2" EV ANY PXEPNMEY JOINT PLLTER TYPE D NOTE: FOR USE ADJACENT TO CONCRETE OR F]=BLE PAVEIOENT, CONCRETE SHOWN EXPANSION JOPIT'. PREFORMED JOWT FELER AND JOINT SEAL ARE REQUIRED BETWEEN CURBS AND CONCRETE PAVEMENT ONLY. BEE DIAGRAM GENERAL NOTES 1. FOR CURB, GLITTER AND CURB AND GLITTER PROVIDE 1/0"-1/4" CONTRACTION ]OATS AT 10' CENTERS (MAE). CONTRACTION JOITS ADJACENT TO CONCRETE PAVEMENT AND FLAT CUSSES ARE TO MATCH THE PAVEMENT JOINTS WITH WTERM UW JOMS NOT TO EXCEED 10' CENTERS. CURS, GUTTER ANO CURB AND GOTTEN EXPANSION JOINTS SHALL BE WCATED IN ACCORDANCE WITH SECTION 520 OF THE STANDARD SPECIFICATIONS. E. EMS OF CURBS TYPES H AND D SHALL TRANSITION FROM FULL TO ZERO HEIGHTS RN 3 FEET . CURB DETAIL NTS I SR fpf2L--j@"�r .gi.•.,�, °°1 ''P r," i ga '�J"�Ytkl'V�iLd9G"vn ' UNTEL NO. LENGTH APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L1 2'1W LGRAvny SF /1T-18 L2 3'-6" 8F /ST-18 L3 4'-V 8F /ST-10 L4 4'-V l�LO SF$ /1T-18 IS S'4" OF /17-19 1.6 S'30" SF /ST-16 L7 1I 8F AT•40 L 8 7'-6" to 041, MI-111,2-7 8FS /1T-10 l9 91-4" 8F /ST--18 LID 10'-6" OF AT-10 III 11'-4" 8F /IT-SB L12 Ir-o" OF /iT-SB 1.13 1314" 811 /1T-10 L 14 14'-0" SF /1T•18 L 15 14'-8" OF /17-19 L16 1504" OF /1T-18 L 17 1T4" 8F /1T-18 LIS 19'4" ✓# /1T-10 L19 21'4" 8F /1T-18 L 20 22'-0" 8F /1TAS L21 zv-w SF /1T-1 • NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. q?UEQ LOADS $"OW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. FA LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM RL-I 4'-4" SF 1T-1B RL-2 4'-0" 8F /iT-IS RL-3 51-V 8F /1T-16 RL4 5'-10" SF /1T-10 RL•S 61-8" 8F. /1T-10 RL-6 7'-6" 245r{ gQ. J¢62 8F1¢/1T•16 RL-7 9'-8" 8F /1T-18 BACK WALL SIDE WALL GRAB SANS 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 ACCESSIBLE RESTROOM. Grab Bar LAVATORY CLEARANCES ACCESSIBLE RESTROOM DETAILS NTS DOOR AND WINDOW BUCK FASTENING STRUCT •---- IRAI Norse. -STRUCTURAL 1. LUMBER TO BE HEM•FIR S 2 GRADt OR BETTER WITH IBM P.S.L MIN. FIBER STRESS VALUE- 1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C. WLfH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A 2. CONCRETE TO BE9000P.S.I.MIN. FOR BEAMS, COLUMNS, AND Flo" CELLS, CONCRETE SLABS AND MIN. OF 1!/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SMALL EXTEND FOOTINGS TO 2500 P.S.I. MIN. BEYOND THE INTERIOR FACE OF THE FRAME PER 2014 FLORIDA BUILDING CODE WITH 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 3W MIN. LAP. AMENDMENTS. 4. CONCRETE COVER OVER REINFORCING STEEL: OPTIONAL FOOTINGS 3" 2 X BUCKS SHALL BE ATTACHED WITH 1/4" X 3-1/4" TAPCONS AT 12" O.C. WITH DOORS BEAMS 1-1/2" COLUMNS AND WINDOWS FASTENED WITH # 10 WOOD SCREWS SPACED PER PRODUCT REVIEW S. SHALL FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND AFFIDAVIT WITH A MINIMUM PENETRATION OF I-1/4" INTO BUCK. BUCK SHALL EXTEND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. BEYOND THE INTERIOR FACE OF FRAME PER 2014 FLORIDA BUILDING CODE WITH AMENDMENTS 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION. — - 7. DOOR& WINDOW ASSEMBLY COMPONENTSTO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. PRODUCT REVIEW 9. PRECAST It PRESTRESSED CONCRETE UNTELS TO HAVE 6" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVA 61A55 ATTACHMENT PRESSURES(WORST 9. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. DESIGN METHOD CASE) PRESSURES L# TYPE NOTE: ALL SIMPSON STRONG -TIC PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A DOOR ZONE 4-51 -so PLASTPpp GLAZED MINIMUM Z WAX COATING OR BETTER. fL8 IMPACT X' TAPCONS IS1350" D.C., 2" MIN. CLEARANCE TO MASONRY FIBERGLASS 17194.24 EDGE, 4" MIN. CLEARANCE TOADIACENT ANCHOR, 1-1/4' WINDOW ZONE 4-51 DOUBLE DOOR MIN. EMBED2" MENT AND EDGE DISTANCE "TU PGT INDUSTRIES PW-SZO VINYL NOAS IMPACT 3/16" ULTRACONS @ 1-31W BE - -61 " IN. - •13 DIST ROOF ZONE 140.6 N/A OWENS CORNING OAKRIDGE ZONE 2 -S7.4 NOAR N/A (6) 3/8" DUL ROOFING NAIL PER SHINGLE ZONE 3 -107.9 ASPHALT 15-110203 THE SEAL HEREON PROVIDED0 SHINGLES TO INDICATE I OUR REVIEW ANDAPPROVAL FOR USE OF PRODUCTS U R DUCTS AN ACH MARE BASED ENTIRELY UPON TEST D HIS STRUCTURE. THE CEPTANCE OF CE BY T LEA AND IMPLIES NO WARRA OR GIMVn�t Rv... ,,".� „_,.PROVIDED NUFACTUR , ITS O FR'< R -- `' LIFT .. ....� 1/4ll- ILO" PG.Grx ,T 21 0 ,t qq _.- ♦ R 1 i . I _.. _ _d%l _E L E W l_.) 1-JI-0-N — a 2-EAR ELEVATION o, 114R = I 4 AWwI N� R O N 7- -E L t VA710 N '/9,I 1':O- - 61. Certification for Desien load Compliance 1. DESIGN CODE: Florida IL.71 Fitt__. code 2014 Edition w/20_ supplements using ASCE 7-SO 2. Structure Design is: X Enclosed__Partially Enclosed —Open Building 3. Risk Category: TI X g _BI __IV Exposure Category: _B YC _ D Adjustment coefficient- 4, Design Wind Velocity �if mph ASD _ LRFD End Zone Width S. Mean Roof Height: Ii ft. Roof Pitch: P:12 Parapet —ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ _'50t _' MRH(worst case)) Zone I!- 46,hone 2: SZ N Zone 3: • I,0L1 Zone 4 - if Zone 5: -W-LGarage:.!�� 7. Design Loads: Floor: 7X PSF Roof/Dead:_t 7PSF Roof /liveLPSF Balcony: _PSF Dock: _PSF Deck: _PSF Stairs:_PSF Fence: _PSF Railing: _PSF S. Were Shear Walls Considered for Structure? )-Yes_ Not applicable Explain Why Not: 9. Is A Continuous Load Path provided? jC Yes_ Not applicable Explain Why Not: 10. Design Soil Bearing Pressure:2000 PSF Soil boring Test required —,Yes �No (based upon section 1803.2 exception) /L41-DU �131 �� 30"N, GGUiJT�R _ MAta TRdvEV-• il/ht'. 35.5- ♦. P'LJO] lZi7� _ Ix,REA.IC- CQtiNi�' -S G PIZ J. REPTiON 221 all �J!% r 3G4 H- cpu NT�YL . pta__ �XTt O 1 i IIL ... �g, I AR ORK AREA • I — tl -. '--I P''4",NS AND ALL PPOPCwrO Virclw `i'-' SU JLCT TO ANY CO RECTIONS blAx. T�AOSz t_ , UlijC t;i BY Rcr.'iO ItY L'Y'r,:CTu-iw5ll'� WITH ALL C,Pr" CA aL Cv°Ut�. r.. 4 • -i`(GL I I -e (a$5C ep I TCAN'm/-'I L-T- A! �-�Tftr'LP (7IFFICE 41' �� III 24 �I%EU 7.4 frXZP 2 4.'- ©t, 11 9 _- �OP.� �N 'PRf, ?L Cc `1 I c-d pwNlnt FJ X ALT , 00 P4 a=D flRIVE— U js� slr ?IaatJ C Ry orl4cits - L lam/ -0_ JS . __P L _A N 0 1/411 j -'Ott ----1-) .5 z sCtt.CLA_LTam--EFL - BJ) INTERIOR FINISH (CLASSIFICATION WALL FINISHES CLASS B FLAME SPREAD OF 26-75 SMOKE DEVELOPED 0 - 450 PER SECTION 803 TABLE 903.5 CEILING SUSPENSION SYSTEMS SHALL CLASS B CONFORMING WITH GENERALLY ACCEPTED ENGINEERING PRACTICE, IN ACCORDANCE WITH MANUFACTURER'S RECOMMMENDATIONS, 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/CM2 OR GREATER CLASS 11, 0.22 WATTS/CM2 OR GREATER GYPSUM BOARD MATERIALS AND INSTALLATION SHALL CONFORM TO THE APPROPRIATE STANDARD LISTED BELOW. 11 aouo.< TABLE 2508.1 GYPSUM BOARD MATERIALS AND ACCESSORIES INSTALLATION OF GYPSUM CONSTRUCTION MATERIAL STANDARD Accessories for Psuni board —_ ASTM C 1047 Adhesives for fastraaing gypsuut wallboard — ASTM C 557 Exterior soffit board— ASTM C 931 Fiber -reinforced *yPsum etnels C 1278` Glass ntut gypsum buckiny�tanel _ASTM ASTM C 1178 _ Glass mat gypsum substrate ASTM C_1.177 Gypsum backing board and gypsum ahaftliner board _ ASTM C 442 Gypsum ceilin board ASTM C 1395 ASTM C 79 Gypsum sheathing — G sum wallboard — - — AS I M C 36 ASTM_C 474=C 475 Joint reinforcin¢tapennd annLo_uad Nails for gypsum boards ASTM C 514, 547, F 1667 Predecorateti 1,) psum board ASTM C 960 _ Steel screws __—�-- Steel studs, load —be arlI' —` ASTM C 954; C 1002 ASTM C 955 Steel studs, not) load bearing_____ ASTM C 645 _Slandai I sKci1icatiat for gypsum bom'd — ASTM C 1196 Testing gypsum and gypsum products T--- --- _ ASTM C 22; C 472; C 473 Water-resistant um bucking board ASTM C,630 MATERIAL STANDARD �istnn bond _ --_ _ _ GA-216; ASTM C 840 ,ASTM C 1280 G _aLsum veneer base ASTM C 844 Interior ladling and f_unia..—________, Steel ti_amin for BYPaum boards ASTM C 841. ASTM,C 754; C 1007 4 1 `<r v Qf, P-2 /tLtucn� „�a6•c L Py ROOF SHEATHING NAILING ZONE INFO. ZONEPI 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.C''PERIMErER & 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.SHALLBE PEEL. &.STICK OR 30# FELT.COMPLY.ING W/ ASTM.D226, e48®" 0 W6 e^ ----- Ib11_ ZAlC1 f�C t=t�.c_ ".Y.�rP r•Ys. �a fi^ t3 £ Q. 6e,se e4A0i �ofZ L. 04M&'r tons ...11\ \ 2X4 GrOP CCCat 35/2>" Zr2' /.A, INSTAL 5Tuo5 @ -z4 �yppQ gctzv"� Ofta 1/ vX'f o f ALL.. '�/ # co i 5AS hC.K6u�5 era IZ o ter �r�t.-� � &tc`C,�f�G.�S 13n�sr �.s SE4'w.c.f=C"' ' CotaCtTc 54t$ - - - - - - - - - - - •---------- 1 1 1 1 1 0 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 Q 1 1 NOTE:�- 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. W CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS W MIN. 1f4 max 1A TO M2 6.5 /5-5 {eI (d) Changes in Level Changes In Level THRESHOLD ON ACCESSIBLE ROUTE A 12 .._ hwwrz-�_ Vs ovsrt 5 �- 30#'. FaLt-JNDEf�LA'M�r1'C ©N 5/6"C17X -VLYIV'V, 5WT'G,-ATTACK PP -A NAILIUG TOW5 FA %1D..7)tUSrvIs'`i(R 24.1t MMML ANCNOR 5MAP @"0 EA, a/ � M R� t.5Fk9PS x?eS a7w_A FT" _5?ax+sr- _ -Ate _9VAL s�ucca >;rs t2N R16i5ED -Cti TXI- 1N�' ryt„ � It -IrYP I e A L> 30 1 30 L36 19 1 ' 19 3 760 915 485 485 995 Fig 45 .V"t H, N I Minimum Clearances for Seating and TablesrI re c� aTUL_C.0 -.- F-I-N 1 S H BLX . CONNECTOR SCHFnTTT.F 2X4 GrOP CCCat 35/2>" Zr2' /.A, INSTAL 5Tuo5 @ -z4 �yppQ gctzv"� Ofta 1/ vX'f o f ALL.. '�/ # co i 5AS hC.K6u�5 era IZ o ter �r�t.-� � &tc`C,�f�G.�S 13n�sr �.s SE4'w.c.f=C"' ' CotaCtTc 54t$ - - - - - - - - - - - •---------- 1 1 1 1 1 0 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 Q 1 1 NOTE:�- 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. W CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS W MIN. 1f4 max 1A TO M2 6.5 /5-5 {eI (d) Changes in Level Changes In Level THRESHOLD ON ACCESSIBLE ROUTE A 12 .._ hwwrz-�_ Vs ovsrt 5 �- 30#'. FaLt-JNDEf�LA'M�r1'C ©N 5/6"C17X -VLYIV'V, 5WT'G,-ATTACK PP -A NAILIUG TOW5 FA %1D..7)tUSrvIs'`i(R 24.1t MMML ANCNOR 5MAP @"0 EA, a/ � M R� t.5Fk9PS x?eS a7w_A FT" _5?ax+sr- _ -Ate _9VAL s�ucca >;rs t2N R16i5ED -Cti TXI- 1N�' ryt„ � It -IrYP I e A L> 30 1 30 L36 19 1 ' 19 3 760 915 485 485 995 Fig 45 .V"t H, N I Minimum Clearances for Seating and TablesrI re c� aTUL_C.0 -.- F-I-N 1 S H BLX . CONNECTOR SCHFnTTT.F USS ID BEARING ACTUAL SIMPSON POINT(S) mizouPF-o, F CONNECr0R(S) CASE) MI EACH 892# (1) HETA 20 R EACH 2306# {2) HETA 20 1NG ACK (KJ) Isr BRG 743# (1) HETA 20 1810# 10-10d 2NR BRG 591# (1)MTS 16 1000# 14-10d P JACKS 1'r ERG 1579 (1) HETA 20 18109 1410d --kw, rRAi7i< -t9ATT INSULATION YIGAL — d) � : -30 LASS DLit=_d2 1°_ . a _ ek'4,o. LA^C-IN. cou � TltE: 9^U`IA,p,p, Ct�[3Y4SE 50NI7 SEAM--W/ _tLLMP CouRse- ��itVGS Z4"o �/�•" el tDtn�tu,tsfToiJ: 119 _ _-$10_Cr._CCG-LL IS td7l- UAS/ 'P-LA.14 CAuUGI':l S"wlo W 1 KJpG tiN �AtE�. >i+eoo�t�JCo -_MN DOW. ALA 5 I NG DCTAI L. --(MA5C7N ZY CDRSt7R.� I,/z"z tt.O" L I --�F"(Mtht.)_�ta�R1�15aN CONCI GVE 51.46 ON 0 MIL. VAPOR U!Rla Il Kf OVER W CL L _- CDMPAC'r9P f 25a0 R$,F, MIN,)) CL6A N , 17FRM_ITE; TRMtArMP F(LL. L 5 T Y P 6 C A L 0OTIWca F 16"Alb" M£aNOLf'iHtG CaNc, EL,7G6 r'S-TOP � 2 045 150-Ta_CONTINUOUS HJ) �-ELL---SDMe:4C OWL oBRG NAILED PER TRUSS COMPANY-'�-�t-M t- ON - WTI �.(`l-�-Q S _ _..'-.... ONT'RACTOK TO PROVIDE MANUFACTURERS SHOP DRAWINGS AND ENGINEERING FOR REVIEW AND I t -� M-_t e -RECEIVES) 2.4t 0 ?PROVAL PRIOR TO PLACEMENT' OF STRAPS AND POURING BEAM, 4 F t ST. Lucie County, Perrr�izti r�. 'l it it L__�JALL f--',FrT10N _Ut N L A N I/Pt 17 1 t/rin tr �/ZZ,.%I) eedrgeJ L3 It rev ePt r%7f4/,8 itMP eP/-4 MICtmel 3 Seat a $ e p A F, a V o U � 4 � A 0 CONNECTOR SCHEDULE �ilFL Q CH-(5 S�A� �J -�iF'fR 55 �" SSE 'I;�USS Q �1 CN E _1��X?l� iIQU5� 5- � 24umG MAX , - ���`-�• SMOP 1?R�w4'btGoS _ - Ui�l17G't'V t6R: 7-)at4 0-LDC(((73j�� =I=TJi`._ PRODUCT REVIEW PRODUI OPENINGDESIGN PRODUCT MANUFACTURER MODEL# APPROVA GLASS ATTACHMENT METHOD PRESSURES (WORST DESIGN L# TYPE CASE) PRESSURES GARAGE ZONE 4 -53 -25.8 WAYNE-DALTON 65-350 ROUND FL# N/A 31r X V WEDGE ANCHORS IN EVERY ROLE OF MOUNTING ZONE S-612 COMMERCIAL 1421.2 RAIL ROLL -UP DOOR ZONE4-51 -80 IELD-WEN CONTOURS STEEL FL# IMPACT 3/16^TAP CONS@W WITH 1-1/4"MIN. EMBEDMENT, 6" ZONE 5.612 111362 FROM CORNER AND 2-1/2" MIN. EDGE DISTANCE ROOF ZONE 1-40.6 N/A OWE CORNING OAKR E NOA# N/A ( 3/8" DUL ROOFING NAt PER SHINGLE ZONE 2-57A ASPHALT 15-1102.03 ZONE $-107.9 SHIN LES THE. AL HFRFON K RMnvmcn nmiv INTF-i:MFP/A7-f- Fca>tr 6M co &vO�m ('tfsCKh W/ 1#5- 15 ACG W-A- ibl =tkIKTIe L1 COUT2505Cd 101 Un ovRp) PIK. 1CTt 00V40L.5- tN C©M., r-lL.Ll V otocK CIF`, (3 CO AN a A,S/ ;Ac14 SrV; aT—r- MAX; --- sxg--F-Lolo A FLA6PI4 - - —Z4 41, 1�1117P, 7 _—MAN�l.tTNIG._..CQN1� r BASED ENTIRELY UPON TEST DATA PROVIDED BY R, WHICH 3UARANTEE BY THIS OFFICE FOR THESE PRODUCTS. LINTEL SOEDULE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L 1 r1o" 9F JIT-16 L2 3'-6" 8F /ST-19 L3 4'-W 8F 1T-SB L 4 4'-v 8F /1T-18 L S S14" 8F /1T•18 L6 S'10" BF ST-38 L7 6'-6" SF /1T-16 L8 T•6" SF /1T-18 L9 8'4" BF /1T-38 L10 IW-6" 8F /1T-18 Lll 11'4" 8F /1T-18 L 12 1r-0" SF /1T-18 L13 1314" 8F /1T-10 L14 141-V 8F /1T-19 L35 14'-8" 8F /1T-111 L16 15C-4" 1250 IF 1034. 8FIra /1T-10 L17 1T-W 8F AT-16 L 18 19'4" 8F /LT-18 L 19 2114" BF /ITd6 L20 2 8F /1T-18 L21 24'-0" 8F /1T•16 9—m.. 7w NO. Metal, CA" LENGTH : "LOAD SAFE GRAVITY APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM RL-1 sue. P 1 - I o 4D5* 1T RL-2 8F JIT-18 R43 v0-,...rsa4 BF /1T-18 AL-4 S'-Ir 8F /1T-18 R45 #0 8F AT-SB RL-6 8F /1T-18 RL•7 4'•B" 8F /IT-SB NOTES: ALL LdAFIS ARE NOS PER LINEAL FOOT. ArpLo r 4AVWORST CASE FOR UNTEL SIZE, SIR S UCT37RAL OM FOR ADDITIONAL INFORMATION. •gy s' 40- ; 4d9► "1i G 3 I alwLiTluz Co we -- -5 Wr CQNi tt� - I I- o u TRUS4 ID BEARING POINT(S) TRUSS ACTUAL UPLIFT (GRGDPED, WORST CASE) SMSON CONNECTOR(S) CONNECTOR(S) UPLIFT DESIGN FASTENERS A EACH 892# (1) BETA 20 1810# 10-10d GR EACH 2306# (2) EFTA 20 2500# 10-10d KING JACK (KJ) 1ST BRG 743# (1) BETA 20 1810# 10-10d 2ND BRG 5914 (1) MTS 16 1000# 14-10d HIP JACKS (HJ) 1n BRG 157# (1) BETA 20 1810# 14-10d 2ND BRG I NAILED PER TRUSS COMPANY �..,,....r a, l vas 1v rnv v 111D ivu Nunn 1Urcrz JriVY V1L:1W LNVJ ANIJ C.NliiNhi'KLN(i PVK REVIEW AND APPROVAL PRIOR TO PLACEMENT OF STRAPS AND POURING BEAM. - -- VAT I O N I v j1 A tr g17-2.1/17 rtvl 5rPG5 $'/z31 /o° eev(sP191 o a o 0 O ® a { Q V O w O UH a� 3 w SHEET 2 OF Twa 1 OL)