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LUCIE COUNTY FIRE DISTIR FIRE MARSHALS OFFICE REVIEWED AND APPR. REVIEWED BY., DATE: end \\� �,% I Z A R QJ 0 Z- 10% — - 06160 JUL 0 12019 PjMBVw-�Mlll 1835 20TH STPZU VEROWA011,11RILMM SCAW rm)5"4m VW0 BY ENGINEERINQ INC. CMWOU171ax St. Lucie MOIAWWLESVIUAWAR&ASSOCAMS (321)253-151CAbbowm 7 CONSULT114G ENGINSERWO CA $3728 M2)M-MFWtPkrc* --10'-01 - ---------------- 1/2 CDX PI)wood 12'-811 Inside & Oit for Office 12 CDX Plywood 2 2x6 Dr. C) — — — — — -7 REVIEWED FOR 2M SLA wallls Oble Lop CODE COMPLIANCE (0 "L 6 "0M I ST. LUCIE COUNTY 0 " a, - I plal.e.SLuds @ 16" oc BOCC Restroom Framing Revised 10/30/18 C/) Cf) r— r— a� C�-� CC) r— U 0-) 4--) C 0 U E 0 (L) r— F— F— LL- III gna 0 (gg) M Ln qzz�- cy-) r— Li- (D U Ci- 0 4-) LL- > < 1_7— Ln CD 0 00 Project Sheet Office Restroom Framing Plan JUL 0 12019 ST, Lucie eb 1 24'-8" STOO. ltzliff-ji 41 ------------ ---- ---- -------------- _r D TB- I - - - - - - - - - - - - - F -- - - - - - - - - - - - - - - - - - - - - - - - - - - Ilp 2t_j I-P- ;0 1 P_ -CC -- - - - - - - - - - - - - j - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4000 V51 4' 1 NICK CONCRETE SLAB W/6X6 WWM 4 1 Lp El.4xWlA BARRIER ON z z I c TREATED, WELL COMPACTED SOIL Lb 9 k? I LU 17 -------- --------- n. 0_ ------------------------------ -------------------- ----------------------------- 0 m o ----------- ------------------ O_ �j 9 -j B - - - - - - - - - - - - - - -C - - - - - - - - - - - - - - 0 _j Fp---f L P- _j L - - - - - - - - - - - - - - - It L - - - - - - - - TE-1 I --�CA ------------- 1-- ---------- --- - -- ---- -- ------ ------- ---- ------- ------- co 30x6'OPENING 3ux5P WINDOW F32/541 ttfjW7 1 24141 -4- 24'�8" i 19 i FOUNDATION PLAN SCALE: 1/4" = l'-O" VA FPSF MIN. DESIGN PRESSURE --------- SAW CUT 7�- (POUNDS PER SQUARE FOOT) FOUNDATION SCHEDULE WxDxL REINFORCEMENT NOTES ANCHOR BOLTS (F1554 GRADE 36 HEX HEAD BOLT) EMARK TE-1 20" x 16" X CONT. _�2) #5 TOP & BOT. CONT. w/ #3 TIES @ 48" D.C. MAx. THICKENED EDGE FOOTER PROVIDE (3) TIES EA.SIDE OF COLUMN @ LINES B & C P-1 36" x 20" x 36" (3) #5 E.W. TOP & BOTT. P-2 24" x 20" x 36" (3) #5 E.W. TOP & BOTT. RIGID FRAME 'i:t 7) 72 HOURS BEFORE DIGGING CALL TOLL FREE KNOW WHAT'S BELOW SUNSHINEB 11. COM CORNER BARS IU MAIL FOOTING REINFORCEMO CORNER STRIP F007ING REINFORCING CONT. THRU PADS r HERA PLAN AT PAD NOTE CONCRETE BEW CORNER SIMILAR TYPICAL FOOTING INTERSECTION DETAIL SCALi 112�= lt4l PERPENDICULAR 3 ANCHOR SCHEDULE -1 SIZE I LENGTH REMARk 5/8" DIAM. 11" W/ 3" THREAD& 8" MIN. EMBED. F1554 GRADE 36 3/4" DIAM. 18- W/ 3" THREAD & 15" MIN. EMBED. A193 B7 NOTE: ALL ANCHOR BOLTS, NUTS, AND WASHER MATERIAL SHALL BE HOT DIP GALVANIZED AS PER ASTM A1231A153 1�_l A194 GRADE 2H HEAVY HEX NUT W/ F436 WASHER NOTE: LOCATE SAWCUTS PER ACI 1/8' WIDE SAW -CUT SHALL BE MADE AS SOON AS CONCRETE HAS HARDENED SUFFICIENTLY TO PREVENT AGGREGATE BEING DISLODGED BY SAW A 4 4 SAW CUT DETAIL SCALE: 3/4" = V-0" FOUNDATION AND SLABS ON GRADE 1 . THE ARCHITECT /ENGINEER ASSUMES NO RESPONSIBILITY FOR ANY INTERPRETATION STRUCTURAi -GENERAL NOTES uj DESIGN CRII ERIA AND LOADS LID THAT THE SUBSURFACE CONDITIONS DESCRIBED IN THE TEST BORING LOGS OCCUR 1 . WIND DESIGN: CONSISTENTLY THROUGHOUT THE JOB SITE. TEST BORINGS ARE INCLUDED ONLY TO WIND SPEED (MPH) V(ADJ)=123 V(ULT)=160 ASSIST THE CONTRACTOR DURING BIDDING AND SUBSEQUENT CONSTRUCTION AND RISK CATEGORY 11 REPRESENT SOIL CONDITIONS ONLY AT THE SPECIFIC LOCATIONS AND AT THE EXPOSURE CATEGORY C PARTICULAR TIMES THEY WERE TAKEN. to 2. REINFORCED FOUNDATION REQUIREMENTS USED IN THE DESIGN: Z ENCLOSURE CLASSIFICATION ENCLOSED 0 w INTERNAL PRESSURE COEFFICIENT CPI =+/- 0.18 a. MINIMUM DEPTH BELOW FINISHED GRADE ...................... V-0" b. MAXIMUM ALLOWABLE BEARING CAPACITY ..................... 1,500 PSF TOPOGRAPHIC FACTOR KZT =1.0 > 2. DESIGN LIVE LOADS: c. MODULUS OF SUBGRADE REACTION .............................. 200 PC[ W a. ROOF LIVE 20 PSF (APPLY REDUCTIONS) d. PASSIVE LATERAL PRESSURE ........................................... 250 PSF 3. DESIGN DEAD LOADS: e. ACTIVE LATERAL PRESSURE (UNRESTRAINED) ............ 55 PSF (L a. ROOF DEAD LOAD, TOTAL PER M.B.M. �LUL co It L01(.0 I-- f. ACTIVE LATERAL PRESSURE (RESTRAINED) ............... 35 PSF 4. THE CONTRACTOR HAS THE RESPONSIBILITY TO NOTIFY THE SER OF ANY g. COEFFICIENT OF SLIDING FRICTION ........................... 0.4 ARCHITECTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING LOAD IMPOSED ONTO THE 00 co C STRUCTURE THAT DIFFERS FROM, OR THAT IS NOT DOCUMENTED ON THE ORIGINAL 3. ALL FOUNDATION CONCRETE SHALL BE CAST IN THE DRY, DEWATERING OPERATION LL CONTRACT DOCUMENTS (ARCHITECTURAU STRUCTURAU MECHANICAU ELECTRICAL OR SHALL BE DONE IN SUCH A WAY THAT GROUND WATER LEVELS OUTSIDE THE SITE WILL BE F_ c PLUMBING DRAWINGS). PROVIDE DOCUMENTATION OF LOCATION, LOAD, SIZE AND MAINTAINED TO AVOID SETTLEMENT AND DAMAGE TO NEARBY BUILDINGS AND 9 Lu w > ANCHORAGE OF ALL UNDOCUMENTED LOADS IN EXCESS OF 400 POUNDS. PROVIDE STRUCTURES. 00 c:) MARKED -UP STRUCTURAL PLAN INDICATING LOCATIONS OF ANY NEW EQUIPMENT OR 4. WELDED WIRE FABRIC SHALL CONFORM TO A.S.T.M. A185 (LATEST EDITION), AND BE 0� U) of LOADS. SUBMIT PLANS TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO SUPPORTED ON SLAB CHAIRS SPACED AT T-0 O.C.. MAXIMUM. INSTALLATION. 5. REMOVE AND REPLACE MINIMUM 1 FEET OF EXISTING SOIL BELOW FOUNDATION WITH 5. LOADS ON THE STRUCTURE DURING CONSTRUCTION SHALL NOT EXCEED THE DESIGN COMPACTED, MOISTURE -TREATED, NON -EXPANSIVE FILL MATERIAL. FILL AREA SHALL LOADS AS NOTED IN DESIGN CRITERIA & LOADS BELOW OR THE CAPACITY OF PARTIALLY EXTEND 1 FOOT BEYOND FOUNDATION FOOTPRINT. COMPLETED CONSTRUCTION AS DETERMINED BY THE CONTRACTORS SSE FOR L4 6. FOR SITE PREPARATION, REMOVE DELETERIOUS MATERIAL SUCH AS VEGETATION, BRACING/SHORING. ORGANIC SOILS AND ROOT ZONES, EXISTING FILL, OR LOOSE, SOFT FROZEN, OR rz GENERAL REQUIREMENTS OTHERWISE UNSUITABLE MATERIALS FROM BELOW THE PROPOSED FOUNDATION AREAS. U�l 1 . THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE "FLORIDA 7. SUBGRADE SHALL BE UNIFORM OVER THE ENTIRE FOUNDATION AREA. DEPRESS SLABS BUILDING CODE (FBC)', SIXTH EDITION, HEREAFTER REFERRED TO AS THE FBC, AS ON GRADE FOR FLOOR FINISHES PER ARCHITECTURAL DRAWINGS. C3 LID 0 , U') ADOPTED AND MODIFIED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 8. FOUNDATIONS SHALL BEAR ON EITHER COMPETENT NATIVE SOIL OR COMPACTED (D Ln 0 2. WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE THE LATEST EDITION OF STRUCTURAL FILL AS PER THE GEOTECHNICAL REPORT. EXTERIOR PERIMETER FOOTINGS I cp 0) LD I,, A 00 w U-) Q0 THE STANDARD UNLESS A SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC SHALL BEAR NOT LESS THAN 24 INCHES BELOW FINISH GRADE, UNLESS OTHERWISE N (y) 'r- c,4 It W ce) C) to - SECTION IN A CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE SPECIFIED BY THE GEOTECHNICAL ENGINEER AND/OR THE BUILDING OFFICIAL. -N ENTIRE STANDARD. 9. PROVIDE 6 MIL'VISQUEEN'VAPOR BARRIER UNDER ALL SLABS ON FILL (UNLESS LL cy) I`_ 3. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, CIVIL AND PLUMBING OTHERWISE NOTED ON PLANS). a) 00 3: z: U) . (0 I� 0- CL DRAWINGS FOR ADDITIONAL INFORMATION INCLUDING BUT NOT LIMITED TO: DIMENSIONS, 10. COLUMNS, BEAMS, WALLS OR ANY OTHER STRUCTURAL MEMBER PENETRATING SLABS 77- LO r� ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS, NON -BEARING WALLS, STAIRS, ON FILL SHALL BE ISOLATED BY PRE -MOLDED JOINT FILLER (1/2" THICK) COMPLYING WITH 1.- 0 �� 11- LL FINISHES, DRAINS, WATERPROOFING, RAILINGS, CURTAIN WALLS, DEPRESSIONS, ASTM D 1752, TYPE 1. 0 < N N UJ w MECHANICAL UNIT LOCATIONS, AND OTHER NONSTRUCTURAL ITEMS. Cl W z 11. TOPS OF FOOTINGS AND SLABS ON GRADE SHALL BE AS SHOWN ON PLANS WITH 4, THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION VERTICAL CHANGES AS INDICATED WITH STEPS IN THE FOOTINGS; LOCATIONS OF STEPS 0 E-L AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA AND DOSH (DEPARTMENT OF SHOWN AS APPROXIMATE AND SHALL BE COORDINATED WITH THE CIVIL GRADING PLANS L0 0 OCCUPATIONAL SAFETY AND HEALTH). TO ENSURE THAT THE EXTERIOR PERIMETER FOOTINGS BEAR NO LESS THAN 24 INCHES (y) LU LL 5. THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE GENERAL CHARACTER AND BELOW FINISH GRADE, OR AS OTHERWISE INDICATED BY THE GEOTECHNICAL ENGINEER 00 x 0. LL 2E EXTENT OF THE PROJECT AND ARE NOT INTENDED TO SHOW ALL DETAILS OF THE WORK. OR BUILDING OFFICIAL. T- uj ARCHITECTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL DIMENSIONS. 12. NON -EXPANSIVE BACKFILL SHALL BE PLACED IN CONTROLLED LIFTS NOT TO EXCEED 12 > 6. PLAN AND DETAIL NOTES AND SPECIFIC LOADING DATA PROVIDED ON INDIVIDUAL PLANS INCHES AND SHALL BE COMPACTED TO AT LEAST 95% OF LABORATORY MAXIMUM AND DETAIL DRAWINGS SUPPLEMENTS INFORMATION IN THE STRUCTURAL GENERAL DENSITY (ASTM D 1557). NOTES. (i J) 13. AREA DRAINAGE SHALL BE DIRECTED AWAY FROM THE FOUNDATION, LU I- CID 7. ALTERNATE PRODUCTS OF SIMILAR STRENGTH, NATURE AND FORM FOR SPECIFIED ITEMS 14. GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SHORING, SHEETING AND z MAY BE SUBMITTED WITH ADEQUATE TECHNICAL DOCUMENTATION TO THE BRACING OF EXCAVATIONS. ARCH ITECT/ENG IN EER FOR REVIEW. ALTERNATE MATERIALS THAT ARE SUBMITTED > '0 WITHOUT ADEQUATE TECHNICAL DOCUMENTATION OR THAT SIGNIFICANTLY DEVIATE 15. GENERAL CONTRACTOR SHALL INSTALL ALL PIPE SLEEVES, BOXED OPENINGS, ANCHOR w, < FROM THE DESIGN INTENT OF MATERIALS SPECIFIED MAY BE RETURNED WITHOUT BOLTS, ETC., AS REQUIRED FOR THE VARIOUS TRADES. WALL POCKETS TO RECEIVE < 0 REVIEW, ALTERNATES THAT REQUIRE SUBSTANTIAL EFFORT TO REVIEW WILL NOT BE BEAMS AND SLABS SHALL BE PROVIDED AS REQUIRED FOR THE SUPER -STRUCTURE. z .6 (D REVIEWED UNLESS AUTHORIZED BY THE OWNER. SHOP DRAWINGS SHOWING THE POSITION OF OPENINGS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER PRIOR TO PLACEMENT OF CONCRETE. 8. ALL STANDARD NOTES AND DETAILS CONTAINED HEREIN ARE TYPICAL UNLESS NOTED Lu OTHERWISE. 16. LOCATE SAWCUTS PER PLAN OR IF NOT SHOWN ON PLANS COMPLY WITH ACI 224.3. Lu < j z 9. ALL BUILDING SITES SHALL BE GRADED TO PROVIDE DRAINAGE UNDER ALL PORTIONS OF 17. IN NO CASE SHALL TRUCKS, BULLDOZERS OR OTHER HEAVY EQUIPMENT BE PERMITTED Lu _j (D CLOSER THAN 8'-0" FROM ANY FOUNDATION WALL UNLESS APPROVED BY ENGINEER. z 5: z THE BUILDING AND AROUND THE BUILDING PERIMETER TO ALLOW DRAINAGE AWAY FROM cr) Ld THE STRUCTURE. (D z 10. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, DIMENSIONS, ELEVATIONS, ETC. 11. SHOP DRAWINGS SHALL BE REVIEWED BY CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCH ITECTIENG [NEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. 12. CHANGES AND ADDITIONS MADE ON RE -SUBMITTALS SHALL BE CLEARLY CLOUDED AND NOTED. ARCHITECT/ENGINEER REVIEW WILL BE LIMITED TO THOSE ITEMS CAUSING THE RE -SUBMITTAL. 40TE: :OUNDATION HAS BEEN DESIGNED TO RESIST THE LOADS PER METAL WILDING MANUFACTURER BUCK STEEL INC. PROJECT 16-B-63945 =iR ABBREVIATIONS AB -ANCHORBOLT HORIZ - HORIZONTAL AFF -ABOVE FINISHED FLOOR IN -INCHfiNCHES AHJ - AUTHORITY HAVING JURISDICTION INT - INTERIOR ALT -ALTERNATE MAS -MASONRY APPROX -APPROXIMATELY MAX - MAXIMUM ARCH - ARCHITECT MFR -MANUFACTURER B0Tr -BOTTOM MIN -MINIMUM BRG - BEARING MISC - MISCELLANEOUS CCCL - COASTAL CONST CONTROL LINE MPH - MILES PER HOUR CPS COLD FORMED STEEL N - NEW CMU CONCRETE MASONRY UNIT NIS - NOT TO SCALE COL COLUMN 0C - ON CENTER CONC - CONCRETE PSF -POUNDS PER SQUARE FOOT COAT - CONTINUOUS PT PRESSURE TREATED WE - DRILLED AND EPDXY REV REVISIONIREVISED DBL - DOUBLE SPECS SPECIFICATIONS DIA - DIAMETER SCHED -SCHEDULE DIM - DIMENSION SYP -SOUTHERN YELLOW PINE DN -DOWN TYP - TYPICAL EA -64CH UNO - UNLESS NOTED OTHERWISE ELEV - ELEVATIOAVELEVA TOR VERT - VERTICAL ENGR - ENGINEER VIF - VERIFY IN FIELD EW - E4CH WAY W/ - WITH E - EXISTING W/o - WITHOUT EXP - EXPANSION WRB -WEATHER RESISTANT BARRIER EXT - EXTERIOR WWF - WELDED WIRE FABRIC FBC - FLORIDA BUILDING CODE WWM - WELDED WIRE MESH FF - FINISH FLOOR #5 . STEEL REINFORCING BAR (REBAR) #5 (516-) FND -FOUNDATION IT FEETIFOOT FTG FOOTING FOR MEIAL WALL PANEL ROOF GIRTS PER MBM ROOF PANEL PER MBM rBUILDING SEE ARCH. & METAL MANUFACTURER'S 12 PLANS METAL FASCIA PER MBM -PREFABRICATED MEIAL BUILDING - SEE METAL BEAM PER MBM BUILDING MANUFACTURER'S PLANS WALL GIRTS PER MBM COLUMN PER MBM CONCRETE SLAB PER PLAN fit! 111001 0:2 �tz m xz ca .I') < :2 af 0:2 P��z m CO < :2 of 14 W Ld 00<� I of <Qf < owuj 0 - oww 4si 4* No, u D_ ANCHOR RODS SIZE & GRADE FOR L PLATE CONNECTION fABM D PER MEIAL BUILDING MANUFACTURER REVIEWED 'Elk SIA PER 4: ..j EMBED PER FOOTER SCHEDULE CODE CoMPLIANC I CONCRETE SLAB CONCRETE FOOTING CENTER LINE OF ST. LUCIE COUNTY % PER PLAN SEE SCHE____ bAbLVLAIL 8/0 BOCC �'k SEE TYPICAL FOOTER DETAIL CROSS SECTION SCALE: 1/4" = V-0" TYPICAL FOOTER DETAIL SCAI.E 112" - V-0" NOTE IF SHEET IS NOT 24"X36", IT HAS BEEN REDUCED OR ENLARGED, USE GRAPHIC SCALE. 0 zU) oo Lij 2E� c) cf) w I- 0 z _j U) 11 X z Lu (D Lu z 00 IT) CD J) 00 0 _j LL LLJ C) D� LLJ LL 17 '1PO" 06-19-2019 SHEET sl OF 1 18-0294 Mimi ---.OEM PERMIT SET METER TFJp COPY ISSUED FOR PERMIT 05-01-19 KAMM CONSULTING PROJECT #. 2019-0250 PROJECT MANAGER DUANE MILLAR I NCIPAL i 'Nd y ED. l —I wn Florida License #59232 Revised 10/30/18 XW:6 LO 4-; LL > 0 C) 0) 00 T- Project Sheet E2*1 I 9 v I 0 v KEY NOTES (1-1/0 GROUNDING ELECTRODE CONDUCTOR DIN 1" SCHEDULE 40 PVC CONDUIT. EXOTHERMIC CONNECTION. ELECTRICALLY CON- TINUOUS STEEL REINFORCING BAR (20FT MIN. LENGTH) IN BOTTOM OF BUILDING FOUNDATION IN DIRECT CONTACT WITH EARTH. 10 FT. LONG x 3/4" DIAMETER COPPER DRIVEN GROUND ELECTRODE. 0 EXOTHERMIC CONNECTION. (TYPICAL) 0 MAKE CONNECTION TO METALLIC COLD WATER ENTRANCE PIPE BEFORE FIRST VALVE WITH HEAVY DUTY BRONZE GROUND CLAMP. 0 PROVIDE (1) 1/0 BONDING JUMPER AROUND FIRST VALVE. FAULT CURRENT CALCULAMON AMPS SHORT CIRCUIT FROM ELECTRICAL UTILITIES 25301 A RMS WIRE IS: #600 MCM NUMBER OF CONDUCTORS PER PHASE: 1 CONDUCTOR LENGTH 'L': 600' CONDUCTOR C VALUE: 28033 f = 1.73 x L x 1 1.73 x 600 x 25301 = 4.5 C x EL-L 28033 x 208 M = 1 1 = 0.18 1 + f 1 + 4.5 ISCA7 AVAILABLE FROM UTILITY x M = 25,301 x 0.18 = 4,554 A RMS AT BUILDING MAIN MINIMUM BREAKER A.I.C. RATING = 10,000 A.I.C. L = LENGTH (feet) OF CIRCUIT TO FAULT C = CONSTANT VALUE FOR CONDUCTORS - FOR PARALLEL RUNS MULTIPLY "C" VALUE BY NUMBER OF CONDUCTORS PER PHASE I - AVAILABLE SHORT CURRENT IN AMPERES AT BEGINNING OF CIRCUIT F-1 1 rn I 1 I I 1411#6 0 0 M IC M R F1 I L 3 j 11L I UTILITY COMPANY POLE MOUNTED SERVICE TRANSFORMER 208/120 VOLT, 30 TENANT SPACE �3#1 & 1#513 - 20 4#3/0 & 1#213 - 2-1/ PANEIL DISCONECT 'A" 150A 200A 10 30 400ARf MCB METE WITH PARALLEL LUGS TO FUTURE � \- 3#1 & 1#6G - 2- MOBIL HOME PANEL "B" 6 G G G \0� C/W G ELECTRICAL RISER DIAGRAM SCHEDULE OF BRANCH CIRCUIT PANEL "A" MAIN: 200 AMP 3 POLE MAIN CIRCUIT BREAKER VOLTAGE: 208/12OV, 30, 4 WIRE SPEC: SQUARE D TYPE "NQ" OR APPROVED EQUIVALENT MOUNTING: SURFACE AIC SYMM: 22.000 DESCRIPTIOA WIRE GND. COND. TRIP CKT. A PHASE KVA 8 PHASE KVA C PHASE KVA CKT. TRIP COND. GND. WIRE DESCRIPTION RECEPTACLES #12 #12 j/j- 20 1 0.81 0.2 - - 2 20 172� #12 #12 EXTERIOR UGHTIN� RECEPTACLES #12 #12 1 20 3 - 0.8 1 1.0 - 4 20 1/2- #12 #12 INTERIOR LIGHTING RECEPTACLES #12 #12 1/2- 0 20 5 - - ___F 0.8 6 20 - - - SPARE RECEPTACLES #12 1 2 20 0 8 20 SPARE OVERHEAD DOOR #12 1 :E2 1 2 #34' 20 9 - 0.41 - 10 20 - - - SPARE INSTANT HOT WATER HEATER 2#8 1#10 4 11 - -375-7 -1-2 20 - - - SPARE 3.51 14 20 - - - SPARE SPARE - - - 20 _13 15 16 1 20 1 1 - I SPARE SPARE - 20 17 - SPARE SPARE - 20 19 20 # - SPARE SPARE 20 21 - 99 11400 SPARE SPARE - 20 23 - 2 N SPARE SPARE - 20 E I SPARE SPARE - 20 27 281 20 1 - SPARE SPARE 20 1 29 30 20 - SPARE SPARE 31 32 20 - SPARE SPARE - 20 33 4 20 - SPARE SPARE - 20 35 36 20 - SPARE SPARE - 420 20 37 311 0 SPARE SPARE SPARE SPARE - 20 39 0 20 SPARE - 90 41 - - _7 __72- 20 5.3 2.2 4.3 KVA PER PHA�E 44.1 18.3 35.8 AMPS PER PHASE 11.8 1 DIAL KVA ELECTRICAL SPECIFICATIONS PART 1 - GENERAL A. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW ELECTRICAL WORK INDICATED. CONSTRUCTION SHALL BE IN ACCORDANCE NTH DRAWINGS AND APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED IN COMPLYING NTH THIS REQUIREMENT, CONTRACTOR SHALL NOTIFY THE ARCHI TECT/EN GI NEER AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL ARCHITECT/ENGINEER HAS DIRECTED CORRECTIVE ACTION TO BE TAKEN. B. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATIONS INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE (AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION) AND ALL CODES AND ORDINANCES OF THE AUTHORITY HAVING JURISDICTION. THE SPECIFICATION, CODES AND STANDARDS LISTED BELOW ARE UTILIZED IN THIS PROJECT. 1. NATIONAL ELECTRICAL CODE (NFPA-70) 2. CODE FOR SAFETY TO LIFE (NFPA-101) 3. STANDARD FOR THE INSTALLATION, MAINTENANCE AND USE OF LOCAL PROTECTIVE SIGNALING SYSTEMS (NFPA-72) 4, UNDERWRITERS' LABORATORIES (UL) 5. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) 6. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 7. FEDERAL SPECIFICATION (FED. SPEC.) 8. INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA) 9. FLORIDA BUILDING CODE. FBC 2017 EDITION 10. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) 11. CITY OF FORT PIERCE BUILDING CODE. (AMENDMENTS TO FLORIDA BUILDING CODE FBC 2017) 12. ADDITIONALLY, DESIGNS, WORK PRACTICES AND CONDITIONS MUST CONFORM NTH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA) D. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. CONFIRM NTH OWNER'S REPRESENTATIVE. E. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. F. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FROM A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. G. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. H. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. THE TERM "PROVIDE" USED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL MEAN THAT THE CONTRACTOR IS TO FURNISH, INSTALL AND CONNECT COMPLETE. PART 2 - PRODUCTS A. MINIMUM WIRE SIZE SHALL BE #12 A.W.G. (EXCEPT AS NOTED OTHERWISE FOR CONTROL WIRING). ALL CONDUCTORS SHALL BE 98% CONDUCTIVITY, COPPER WITH -THHN-THWN- INSULATION UNLESS OTHERWISE NOTED. B. ELECTRICAL METALLIC TUBING (EMT) SHALL BE OF BEST QUALITY STEEL, SMOOTH INSIDE AND OUT AND SHALL BE HOT -DIPPED GALVANIZED. C. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS I. IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURE'.; FOR OTHER CLASSIFIED AREAS. D. RIGID NONMETALIC CONDUIT SHALL BE SCHEDULE 40 PVC. 9-. ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS' LABELS WHERE APPLICABLE. F. PANELBOARDS: 1. CURRENT CARRYING BUSES SHALL BE COPPER. GROUND BUS BARS SHALL BE COPPER. 2. ALL CIRCUIT BREAKERS SHALL BE BOLT ON. PLUG-IN BREAKERS ARE NOT ACCEPTABLE. 3. CIRCUIT BREAKERS USED AS SWITCHES IN FLUORESCENT OR HID LIGHTING CIRCUITS SHALL BE LISTED AND MARKED "SWD" 4. ALL CIRCUIT BREAKERS FEEDING MECHANICAL [QUIPMENT SHALL BE HACR TYPE. 5. A.I.C. RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHEDULES. 6. ALL PANELBOARDS SHALL BE FURNISHED NTH PLASTIC LAMINATE NAMEPLATES WITH 1/4- ENGRAVED LETTERING FOR PANEL IDENTIFICATION. 7. ALL PANELBOARDS SHALL BE PROVIDED WITH TYPE -WRITTEN DIRECTORY OF BRANCH CIRCUIT DESIGNATIONS. G. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK -MAKE, QUICK -BREAK. ENCLOSURES SHALL BE NEMA-1 FOR INDOOR LOCATIONS, NEMA 3R FOR OUTDOOR LOCATIONSOR AS OTHERWISE NOTED. H. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC AS INDICATED ON THE EIECTRICAL DRAWNGS, WTH OVERLOAD RELAYS IN EACH PHASE. WRING DEVICES (GENERAL PURPOSE RECEPTACLES AND WALL SWTCHES) COLOR SHALL BE COORDINATED WITH CLIENT. EAtj�- EXECUTION A. COLOR CODING OF CONDUCTORS SHALL BE AS FOLLOWS: 1. 208/120 VOLTS, 3 PHASE, 4-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BLACK,l RED AND 1 BLUE. GROUNDED (NEUTRAL) CONDUCTOR; WHITE. GROUNDING CONDUCTORS SHALL BE GREEN. 2. 480/277 VOLL 3-PHASE, 4-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BROWN, 1 YELLOW, AND 1 PURPLE. GROUNDED (NEUTRAL) CONDUCTORS; GREY. GROUNDING CONDUCTORS SHALL BE GREEN. 3. BRANCH CIRCUIT WRING (#6 AND SMALLER) SHALL BE COLOR CODED BY CONTINUOUS INSULATION COLOR AND FEEDERS AND SERVICES (#4 AND LARGER) SHALL BE CODED AT ALL JUNCTION OR PULL POINTS (EXCEPT LB'S OR LBD'S) USING COLOR MARKERS OR PLASTIC TAPE MANUFACTURED FOR THE PURPOSE. B. WRING METHODS 1. ALL CONDUCTORS SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING (EMT) UNLESS OTHERWISE NOTED, SPECIFIED OR AS SPECIFICALLY PROHIBITED BY THE AUTHORITY HAVING JURISDICTION. ALL FITTINGS AND COUPLINGS FOR EMT CONDUIT SHALL BE ALL STEEL RAIN TIGHT COMPRESSION TYPE OR ALL STEEI CONCRETE TIGHT SET SCREW TYPE. 2. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALL BE INSTALLED UNDERGROUND OR BELOW SLAB*, ON GRADE. 3. TYPE MC CABLE NTH ALUMINUM ARMOR AND INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FON CIRCUITS 20 AMPERES OR LESS AND CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. C. ELECTRICAL SYSTEM SHALL BE COMPLETE AND EFFECTIVELY GROUNDED AS REQUIRED BY THE LATEST EDITION OF THE N.E.C. AND LOCAL CODES. D. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY ENGINEER/ARCHITECT. E. ALL WORK SHALL BE COORDINATED NTH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. F. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TELEPHONE COMPANIES, AND SHALL BE FULLY COORDINATED WITH THEM PRIOR TO COMMENCEMENT OF WORK. G. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES, AND WIRING DEVICES, FOR ALL OUTLETS AS INDICATED. H. MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SUCH AS APPEAR ON THE UL LIST OF APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF NEC, NEMA, AND IECE. CONTRACTOR SHALL SUBMIT AT LEAST FIVE (5) SETS OF SHOP DRAWINGS OR CUT SHEETS OF LIGHTING FIXTURES, SWITCHES, AND OTHER ELECTRICAL ITEMS FOR APPROVAL BY ENGINEER/ARCHITECT. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED OF HIS WORK. K. ALL LAY -IN LIGHTING FIXTURES SHALL BE SECURED TO THE SUSPENDED CEILING GRID AT EACH CORNER. L. CONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS AND PROVIDE ALL NECESSARY CONTROL WIRING. M. ALL ELECTRICAL POWER WIRING FOR THE HVAC SYSTEM INCLUDING WRING THRU LINE VOLTAGE CONTROL DEVICES SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. N. THE CONTRACTOR SHALL CONFIRM WTH THE ELECTRICAL UTILITY COMPANY ANY AND ALL REQUIREMENTS SUCH AS: METERING EQUIPMENT REQUIREMENTS AND METERING EQUIPMENT LOCATION, TRANSFORMER SIZE AND LOCATION OR SERVICE POINT, CONDUIT ENTRY AND LUG SIZE RESTRICTIONS. THE CONTRACTOR SHALL SCHEDULE ALL REQUIRED DOWN TIME FOR THE OWNERS CONFIRMATION. ANY CONFLICTS AND DESCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE 0, PROCEEDING WITH ANY WORK. PER NEC 210.8(B)(2) ALL 15- AND 20-AMPERE, 125-VOLT RECEPTACLES IN NON DWELLING- TYPE KITCHENS TO BE GFCI PROTECTED. BRANCH CIRCUIT CONDUCTORS SHALL BE SIZED FOR A MAXIMUM VOLTAGE DROP OF 3% DESIGN LOAD. FBC 2017 FBC ENERGY CONSERVATION SECTION 405.7.3. Q. FEEDER CONDUCTORS SHALL BE SIZED FOR A MAXIMUM OF 2% VOLTAGE DROP PER 405.7.3. ELECTRICAL SHEET INDEX EO.1 ELECTRICAL NOTES, LEGEND, INDEX & RISER DIAGRAM E2.1 ELECTRICAL PLAN ELECTRICAL LEGEND TELEPHONE OUTLET NTH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. 17 MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. DATA OUTLET WITH 3/4- CONDUIT STUBBED OUT FROM WALL 6- ABOVE CEILING. v MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. TEUEPHONE/DATA OUTLET NTH 3/4- CONDUIT STUBBED OUT FROM WALL 6- ABOVE CEILING, MOUNTED ABOVE COUNTER, SEE ARCHITECTURAL DRAWING FOR SPECIFIC REQUIREMENTS. TELEPHONE/DATA OUTLET NTH 3/4- CONDUIT STUBBED OUT FROM WALL 6- ABOVE CEILING. MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. TEUEPHONE/DATA OUTLET NTH 3/4- CONDUIT RUN TO THE NEAREST STUD WALL AND STUBBED OUT FROM WALL 6" ABOVE CEILING. PROVIDE BRASS COVER PLATE AND CARPET FLANGE. TELEVISION RECESSED OUTLET. LEGRAND "TVlWMTVSSWCC2". MOUNT AT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. 20 AMP SINGLE RECEPTACLE (NEMA 5-20R) MOUNTED AT 18- A.F.F. TO CENTER LINE OF (P OUTLET UNLESS NOTED OTHERWISE. 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED AT 18- A.F.F. TO CENTER LINE OF 9 OUTLET UNLESS NOTED OTHERWISE. 20 AMP QUADRUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED AT 18- A.F.F. TO CENTER LINE OF OUTLET UNLESS NOTED OTHERNSE. GFI 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) NTH GROUND FAULT CIRCUIT INTERRUPTER MOUNT AT 18" A.F.F. TO CENTER LINE OF OUTLET. UNLESS NOTED OTHERWISE. 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED ABOVE COUNTER SEE ARCHITECTURAL DRAWINGS FOR SPECIFIC REQUIREMENTS. 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) NTH ISOLATED GROUND, MOUNT AT 18- A.F.F. TO CENTERLINE OF OUTLET UNLESS OTHERWISE NOTED. 20 AMP QUADRUPLEX RECEPTACLE (NEMA 5-20R) WITH ISOLATED GROUND, MOUNT AT 18- A.F.F. TO CENTERLINE OF OUTLET UNLESS OTHERWISE NOTED. 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R), RECESS FLOOR MOUNTED. PROVIDE BRASS COVER PLATE AND CARPET FLANGE. 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R), CEILING MOUNTED. SPECIAL-PURPOSE RECEPTACLE JUNCTION BOX SINGLE GANG JUNCTION BOX FOR POWER CONNECTION TO MODULAR FURNITURE SYSTEM INSTALL IN EXACT MANNER AS DIRECTED BY FURNITURE SUPPLIER. DOUBLE GANG JUNCTION BOX FOR TELEPHONE/DATA CONNECT10N TO MODULAR FURNITURE SYSTEM. INSTALL IN EXACT MANNER AND LOCATION AS DIRECTED BY FURNITURE SUPPLIER. EXTEND (2) 3/4- EMPTY CONDUITS FROM JUNCTION BOX TO ABOVE CEILING AND TERMINATE NTH INSULATING BUSHING 6" FROM WALL. TELE/POWER POLE FOR TELEPHONE/DATA/POWER CONNECTION TO MODULAR FURNITURE 8 WIRE SYSTEM (SEE DETAIL THIS SHEET). INSTALL IN EXACT MANNER AND LOCATION AS DIRECTED BY FURNITURE SUPPLIER, WIREMOLD CATALOG # 25DTP-4D W/IVORY FINISH. SPECIAL PURPOSE RECEPTACLE MOUNTED BELOW RAISE FLOOR. EXHAUST FAN. SEE MECHANICAL DRAWINGS FOR SPECIFICATIONS. $ SINGLE POLE, 20 AMP, SWITCH. MOUNT 46- A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERV41SE NOTED. 3-WAY, 20 AMP, SWITCH. MOUNT 46- A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. $D SINGLE POLE, 20 AMP, SWITCH WITH DIMMER. MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. $M MOTOR RATED SWITCH VACANCY SENSOR SWITCH, WATTSTOPPER, MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. $ TWO POLE, 30 AMP SWITCH. MOUNT ADJACENT EQUIPMENT TO BE CONTROLLED. �61 -1 WIP T/C RE E A.F.F LV DS FACTORY MOUNTED DISCONNECT/STARTER (SEE MECHANICAL SCHEDULE) FUSIBLE DISCONNECT SWITCH A = POLES, B= FRAME SIZE, C= FUSE RATING FUSIBLE MOTOR STARTER DISCONNECT SWITCH A = POLES, B= NEMA SIZE, C= FUSE RATING GROUNDING ELECTRODE & CONDUCTOR SYSTEM TRANSFORMER ELECTRICAL PANELBOARD TELEPHONE WOOD BACKBOARD WEATHERPROOF TIME CLOCK RELOCATED EXISTING TO REMAIN ABOVE FINISH FLOOR CEILING MOUNTED DUAL TECHNOLOGY MOTION SENSOR BY WATTSTOPPER. CEILING MOUNTED LOW VOLTAGE DUAL TECHNOLOGY MOTION SENSOR BY WATTSTOPPER. CEILING MOUNTED DAY LIGHTING SENSOR. SENSOR TO CONTROL THE DIMMING OF ALL FIXTURES WITHIN 15* OF THE WINDOWS NTH IN ROOM. ELECMCAL NOTES ISSUED 17OR PERMIT 05-01-19 Revised 10/30/18 Date Lo ,CT Im ,gt co LL C_ C5 0 U C) Cy) 00 'r- Project Sheet lEOel ME West Elevation [ East N o r t h Opposite Hand I El evati on Shower 2" PVC vent thru roof I' To Septic System 2" PVC /WC- 3" PVC' Plumbing Riser 150 Amp - Single Phase to Moble Home 2" PVC x #1 Copper #6 Ground -501-011 4 x 600 MCM Copper Conductor 1 1 200 Amp 3 400 Amp Phase Meter 4 wire 0 120 x 240 Volt 3 Phase Revised MAR 0 5 2019 aralell Lug�_ 1 1 2" PVC 3 x #1 Copper 4 x 3/0 Copper Conductor 10/30118 Conductor 1/0 Copper 2" PVC Ground Conductor FDOH in St. Lucie County DatE 2 ) Ground Rods Environmental �iealth Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS # 56-W. 1�& YqO; Well#51-;, (-/I Date: VI?7q'4 /J Electric Riser — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Reviewer: Z El ectric Panel s See Riser Detail EP 200A CE Electric for OH Dr � -' \ I Tractor & Material Storage El ec I tric for OH Dr 3'-011 -4 B 3068 — — — — — — — — — — - I I 24"@3 52" 6� 81 CP'ilin 6'-4" '-6 DA A (0 estrm 5' — — — — — — — — — - — — — — — — — _3V68 Vent F] oor PI an 1/411 � 1�_011 _��— 12v-811 1/2 CDX Plywood these two walls 7 2�4 Sttd walls Del Lop EL plate, Pt b.LL�� a pl ate SLuds @ 16 QC Restroom Framing LO C\I Tankless H —Electric to Manufacture) Home ( 25 Ft ) Rodoffo Vfflamlza_r� IV ��W\ I I I//// SCANNED olk —0 BY St. Lucie County 1100 5 2019 #610 0 ISNUM37aw VEROUnImm" (7M 58"M Vero (rM 774-M7 bx (M) MIND Wboww (M) 4684M Fort PAnm I �—[ ;)- — 0 U 0-) r) 4-) 0 U E 0 Qj r— r— r— Sam, G) U IM LL_ > 0 ru C CD Lf-) C) (D-) (DO Project Sheet 1 qq cy) ob 7:1 4 9 Nq 5 TOO " 24'-8" 24'-8" 3 TE-li I T_E�l ___ ____ - __ j � - _ - " I __ - F - - - - - - - - L - - - - - - - -- L - - - - - r - - - - - - - - - - - - - Lp 2�_j LP-1 F- P_ u - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - t4i - - i w i L----------------- ---------------- ---------------- --------------- t ----- --- ---------------- ------------------------------------ 4000 PSI 4" THICK NCRETE SLAB VVI FIBERMiSH ON TREATED, WELL CIMPACTED SOIL Lb FLOOR TRENCH PER DETAIL F_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 -- - - - - - T - - - - - - - - - - - - - - - - - - - - - w 0 P- 17 FP __l P - L - - - - _J L -7 T_ + + _j L, - - - TE-l� TE�l 3ox68 OPENING 30x5o WINDOW F-32/-341 F32/-34] 24'-8" 1 ) (2 FOUNDATION PLAN MIN. DESIGN PRESSURE SCALE: 1/4" = V-O" +/-PSF (POUNDS PER SQUARE FOOT) --------- SAWCUT FOUNDATION SCHEDULE MARK WxDxL REINFORCEMENT NOTES ANCHOR BOLTS (F11554 GRADE 36 HEX HEAD BOLT) TE-1 20" x 16" X CONT. (2) #5 TOP & BOT. CONT. W/ #3 TIES @ 48" D.C. MAX. THICKENED EDGE FOOTER PROVIDE (3) TIES EA.SIDE OF COLUMN @ LINES B & C P-1 36" x 20" x 36" (3) #5 E.W. TOP & BoT-r. P-2 24" x 20" x 36" (3) #5 E.W. TOP & BOTT. RIGID FRAME 72 HOURS BEFORE DIGGING CALL TOLL FREE %il- KNOW WHAT'S BELOW SUNSHINE81 1. COM UUHNLH UAH�, IU MAIG FOOTING REINFORCEMEA METAL FASCIA PER MBM WALL GIRTS PER MBM CORNER u Smir r00"NG RE CONT. 7 I I F PLAN AT PAD 24'-8" PERPENDICULAR NOTE. CONCRETE BEAM CORNER SIMILAR TYPICAL FOOTING INTERSECTION DETAIL SCALE: 1/2" = l'-O" __[ROOF GIR PER MBM BEAM PER MBM COLUMN PER MBM PLATE CONNECTION PER MBM CROSS SECTION SCALE: 1/4" = T-O" 3 D -cc 0 clq -CB ANCHOR SCHEDULE SIZE LENGTH REMARKS 5/8" DIAM. 11" W/ 3" THREAD & 8" MIN. EMBED. F1554 GRADE 36 3/4" DIAK 18" W/ 3" THREAD & 16'MIN. EMBED. A193 B7 NOTE: ALL ANCHOR BOLTS, NUTS, AND WASHER MATERIAL SHALL BE HOT DIP GALVANIZED AS PER ASTMA123/A153 Al 94 GRADE 2H HEAVY HEX NUT VVI F436 WASHER NOTE. LOCATE SAWCUTS PER ACI 118- WIDE SAW -CUT SHALL BE MADE AS SOON AS CONCRETE HAS HARDENED SUFFICIENTLY TO PREVENT 4 AGGREGATE BEING DISLODGED BY SAW 44' f SAW CUT DETAIL SCALE: 3/4" = V-0" FOR METAL WALL PANEL SEE ARCH. & MEIAL BUILDING MANUFACTURER'S PLANS PREFABRICATED METAL ��TBUILDING - SEE METAL BUILDING MANUFACTURER'S PLANS CONCRETE SLAB PER PLAN < "�tz m 41, ANCHOR RODS SIZE & GRADE D PER METAL BUILDING MANUFACTURER EMBED PER FOOTER SCHEDULE CONCRETE SLAB CONC FO G PER PLAN S SCH LE 3" CIL AIR CENTER LINE OF w HASLPLATL SEE I Y PICAL FOOTER DETAIL TYPICAL FOOTER DETAIL SCALE 1/2" = V-0pl STRUCTURAL -GENERAL NOTES FOUNDATION AND SLABS ON GRADE Lu 0) I- a) DESIGN CRITERIA AND LOADS 1. THE ARCHITECT /ENGINEER ASSUMES NO RESPONSIBILITY FORANY INTERPRETATION :z :z Lo 00 THAT THE SUBSURFACE CONDITIONS DESCRIBED IN THE TEST BORING LOGS OCCUR 1. WIND DESIGN: CONSISTENTLY THROUGHOUT THE JOB SITE. TEST BORINGS ARE INCLUDED ONLY TO WIND SPEED (MPH) V(ADJ)=123 V(ULT)=160 ASSIST THE CONTRACTOR DURING BIDDING AND SUBSEQUENT CONSTRUCTION AND RISK CATIEGORY 11 REPRESENT SOIL CONDITIONS ONLY AT THE SPECIFIC LOCATIONS AND AT THE EXPOSURE CATEGORY C PARTICULAR TIMES THEY WERE TAKEN. 2. REINFORCED FOUNDATION REQUIREMENTS USED IN THE DESIGN: U) ENCLOSURE CLASSIFICATION ENCLOSED Z a- w INTERNAL PRESSURE COEFFICIENT CPI =+I- 0. 18 a. MINIMUM DEPTH BELOW FINISHED GRADE ...................... T-O" 0 Lu (D 2 0 z TOPOGRAPHIC FACTOR KZT =1 �O b. MAXIMUM ALLOWABLE BEARING CAPACITY ..................... 1,500 PSF (D < > o T- 2. DESIGN LIVE LOADS: c. MODULUS OF SUBGRADE REACTION .............................. 200 PCI W _j 0 I% co 0 a. ROOF LIVE 20 PSF (APPLY REDUCTIONS) d. PASSIVE LATERAL PRESSURE ........................................... 250 PSF D� _j LU Y� 3. DESIGN DEAD LOADS: e. ACTIVE LATERAL PRESSURE (UNRESTRAINED) ............ 55PSF o- u- a. ROOF DEAD LOAD, TOTAL PER M.B.M. f. ACTIVE LATERAL PRESSURE (RESTRAINED) ............... 35 PSF < o� (Q m ;r Lolo r-- 4. THE CONTRACTOR HAS THE RESPONSIBILITY TO NOTIFY THE SER OF ANY ARCHITECTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING LOAD IMPOSED ONTO THE g. COEFFICIENT OF SLIDING FRICTION ........................... 0.4 00 co STRUCTURE THAT DIFFERS FROM, OR THAT IS NOT DOCUMENTED ON THE ORIGINAL 3. ALL FOUNDATION CONCRETE SHALL BE CAST IN THE DRY. DEWATERING OPERATION LU I. - CONTRACT DOCUMENTS (ARCHITECTURAL/ STRUCTURAU MECHANICAU ELECTRICAL OR SHALL BE DONE IN SUCH A WAY THAT GROUND WATER LEVELS OUTSIDE THE SITE WILL BE 04 C 0) 40 PLUMBING DRAWINGS). PROVIDE DOCUMENTATION OF LOCATION, LOAD, SIZE AND MAINTAINED TO AVOID SETTLEMENT AND DAMAGE TO NEARBY BUILDINGS AND 04 of F- co Z ANCHORAGE OF ALL UNDOCUMENTED LOADS IN EXCESS OF 400 POUNDS. PROVIDE STRUCTURES. 0 Q_ > MARKED -UP STRUCTURAL PLAN INDICATING LOCATIONS OF ANY NEW EQUIPMENT OR ob �e Lu LU U) 4. WELDED WIRE FABRIC SHALL CONFORM TO A.S.T.M. A185 (LATEST EDITION), AND BE < (n < LOADS. SUBMIT PLANS TO THE ARCH ITECT/ENG INEER FOR REVIEW PRIOR TO SUPPORTED ON SLAB CHAIRS SPACED AT T-O D.C.. MAXIMUM. INSTALLATION. 5. REMOVE AND REPLACE MINIMUM 1 FEET OF EXISTING SOIL BELOW FOUNDATION WITH 5. LOADS ON THE STRUCTURE DURING CONSTRUCTION SHALL NOT EXCEED THE DESIGN COMPACTED, MOISTURE -TREATED, NON -EXPANSIVE FILL MATERIAL. FILL AREA SHALL LOADS AS NOTED IN DESIGN CRITERIA & LOADS BELOW OR THE CAPACITY OF PARTIALLY EXTEND 1 FOOT BEYOND FOUNDATION FOOTPRINT. COMPLETED CONSTRUCTION AS DETERMINED BY THE CONTRACTOR'S SSE FOR cz, 6. FOR SITE PREPARATION, REMOVE DELETERIOUS MATERIAL SUCH AS VEGETATION, U_� BRACING/SHORING. q ORGANIC SOILS AND ROOT ZONES, EXISTING FILL, OR LOOSE, SOFT FROZEN, OR (5 Lu GENERAL REQUIREMENTS OTHERWISE UNSUITABLE MATERIALS FROM BELOW THE PROPOSED FOUNDATION AREAS. rn CS 1 . THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE "FLORIDA T SUBGRADE SHALL BE UNIFORM OVER THE ENTIRE FOUNDATION AREA. DEPRESS SLABS BUILDING CODE (FBC)", SIXTH EDITION, HEREAFTER REFERRED TO AS THE FBC, AS ON GRADE FOR FLOOR FINISHES PER ARCHITECTURAL DRAWINGS. C) Lo ADOPTED AND MODIFIED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 0 , Lo 8. FOUNDATIONS SHALL BEAR ON EITHER COMPETENT NATIVE SOIL OR COMPACTED CD Ln C� 1 9 2. WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE THE LATEST EDITION OF STRUCTURAL FILL AS PER THE GEOTECHNICAL REPORT. EXTERIOR PERIMETER FOOTINGS 0) C; co THE STANDARD UNLESS A SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC SHALL BEAR NOT LESS THAN 24 INCHES BELOW FINISH GRADE, UNLESS OTHERWISE ui N co Lo (o 04 -�t SECTION IN A CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE SPECIFIED BY THE GEOTECHNICAL ENGINEER AND/OR THE BUILDING OFFICIAL. w M C (o � cj ENTIRE STANDARD. 9. PROVIDE 6 MIL'VISQUEENVAPOR BARRIER UNDER ALL SLABS ON FILL (UNLESS _j 9 c 04 r- 3. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, CIVIL AND PLUMBING LL ? c t1m, OTHERWISE NOTED ON PLANS). 0) 00 DRAWINGS FOR ADDITIONAL INFORMATION INCLUDING BUT NOT LIMITED TO: DIMENSIONS, V, :j (D r, O_ IL 10� COLUMNS, BEAMS, WALLS OR ANY OTHER STRUCTURAL MEMBER PENETRATING SLABS If) N ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS, NON -BEARING WALLS, STAIRS, ON FILL SHALL BE ISOLATED BY PRE -MOLDED JOINT FILLER (1/2" THICK) COMPLYING WIT FINISHES, DRAINS, WATERPROOFING, RAILINGS, CURTAIN WALLS, DEPRESSIONS, H LL LL MECHANICAL UNIT LOCATIONS, AND OTHER NONSTRUCTURAL ITEMS. ASTM D1752, TYPE 1. 0 �� 0 < (14 cq Ld Ld Of c� ON Z) Lu 4. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTI 11. TOPS OF FOOTINGS AND SLABS ON GRADE SHALL BE AS SHOWN ON PLANS WITH N W z 0 oa- TMENT OF SHOWN AS APPROXIMATE AND SHALL BE COORDINATED WITH THE CIVIL GRADING PLANS m AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA AND DOSH (DEPAR VERTICAL CHANGES AS INDICATED WITH STEPS IN THE FOOTINGS; LOCATIONS OF STEPS I M OCCUPATIONAL SAFETY AND HEALTH). TO ENSURE THAT THE EXTERIOR PERIMETER FOOTINGS BEAR NO LESS THAN 24 INCHES Lo 0 5. THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOWTHE GENERAL CHARACTER AND cv) Lu LL BELOW FINISH GRADE, OR AS OTHERWISE INDICATED BY THE GEOTECHNICAL ENGINEER 00 Q� (I LL 2 EXTENT OF THE PROJECT AND ARE NOT INTENDED TO SHOWALL DETAILS OF THE WORK. OR BUILDING OFFICIAL. T.- Lu ARCHITECTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL DIMENSIONS. 12. NON -EXPANSIVE BACKFILL SHALL BE PLACED IN CONTROLLED LIFTS NOT TO EXCEED 12 > 6. PLAN AND DETAIL NOTES AND SPECIFIC LOADING DATA PROVIDED ON INDIVIDUAL PLANS INCHES AND SHALL BE COMPACTED TO AT LEAST 95% OF LABORATORY MAXIMUM AND DETAIL DRAWINGS SUPPLEMENTS INFORMATION IN THE STRUCTURAL GENERAL DENSITY (ASTM D 1557). NOTES. 13. AREA DRAINAGE SHALL BE DIRECTED AWAY FROM THE FOUNDATION. 0 ui 7. ALTERNATE PRODUCTS OF SIMILAR STRENGTH. NATURE AND FORM FOR SPECIFIED ITEMS 14. GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SHORING, SHEETING AND z 00 MAY BE SUBMITTED WITH ADEQUATE TECHNICAL DOCUMENTATION TO THE BRACING OF EXCAVATIONS. 04 ARCHITECT/ENGINEER FOR REVIEW. ALTERNATE MATERIALS THAT ARE SUBMITTED > C-) � WITHOU'r ADEQUATE TECHNICAL DOCUMENTATION OR THAT SIGNIFICANTLY DEVIATE 15. GENERAL CONTRACTOR SHALL INSTALL ALL PIPE SLEEVES, BOXED OPENINGS, ANCHOR 0 FROM THE DESIGN INTENT OF MATERIALS SPECIFIED MAY BE RETURNED WITHOUT BOLTS, ETC., AS REQUIRED FOR THE VARIOUS TRADES. WALL POCKETS TO RECEIVE 2) < Q REVIEW. ALTERNATES THAT REQUIRE SUBSTANTIAL EFFORT TO REVIEWWILL NOT BE BEAMS AND SLABS SHALL BE PROVIDED AS REQUIRED FOR THE SUPER -STRUCTURE. 06 REVIEW[--D UNLESS AUTHORIZED BY THE OWNER. SHOP DRAWINGS SHOWING THE POSITION OF OPENINGS SHALL BE SUBMITTED TO THE z 0 a) X Z CONTRACTING OFFICER PRIOR TO PLACEMENT OF CONCRETE. 26EE 8. ALL STANDARD NOTES AND DETAILS CONTAINED HEREIN ARE TYPICAL UNLESS NOTED LU OTHERWISE. 16. LOCATE SAWCUTS PER PLAN OR IF NOT SHOWN ON PLANS COMPLY WITH ACI 224.3. �w 9. ALL BUILDING SITES SHALL BE GRADED TO PROVIDE DRAINAGE UNDER ALL PORTIONS OF 17. IN NO CASE SHALL TRUCKS, BULLDOZERS OR OTHER HEAVY EQUIPMENT BE PERMITTED W:5 z CLOSER THAN 8'-0" FROM ANY FOUNDATION WALL UNLESS APPROVED BY ENGINEER. >Z THE BUILDING AND AROUND THE BUILDING PERIMETER TO ALLOW DRAINAGE AWAY FROM Lm =� 0 THE STRUCTURE. za)w Lu 0 10. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, DIMENSIONS, ELEVATIONS, ETC. 11. SHOP DRAWINGS SHALL BE REVIEWED BY CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER. DRAWINGS SUBMI'TTED WITHOUT REVIEW WILL BE RETURNED UNCHECKEED. 12. CHANGES AND ADDITIONS MADE ON RE-SUBMrrTALS SHALL BE CLEARLY CLOUDED AND NOTED. ARCHITECT/ENGINEER REVIEW WILL BE LIMITED TO THOSE ITEMS CAUSING THE RE -SUBMITTAL. NOTE: FOUNDATION HAS BEEN DESIGNED TO RESIST THE LOADS PER METAL BUILDING MANUFACTURER BUCK STEEL INC. PROJECT 16-B-63945 FIBER TRAFFIC DRAIN COVER VARIES - 4" MIN. 1 % SLOPE SLOPE 5' SLOPE TRENCH DRAIN DETAIL SCALE: V = l'-O" ABBREVIATIONS AB -ANCHORBOLT HORIZ - HORIZONTAL AFF -ABOVE FINISHED FLOOR IN - INCHIINCHES AHJ - AUTHORITY HA VING JURISDICTION INT - INTERIOR ALT -ALTERNATE MAS -MASONRY APPROX -APPROXIMATELY MAX - MAXIMUM ARCH - ARCHITECT UFR -MANUFACTURER BOTT - BOTTOM MIN - MINIMUM BRG - BEARING M/Sc - MISCELLANEOUS CCCL - COASTAL CONST. CONTROL LINE MPH - MILES PER HOUR CFS - COLD FORMED STEEL N - NEW CMU - CONCRETE MASONRY UNIT NTS - NOT TO SCALE COL - COLUMN OC - ON CENTER CONC - CONCRETE PSF - POUNDS PER SQUARE FOOT CONT -CONTINUOUS PT -PRESSURE TREATED D&E -DRILLED AND EPDXY REV - REVISIONIREVISED DBL - DOUBLE SPECS - SPECIFICATIONS DIA - DIAMETER SCHED -SCHEDULE DIM - DIMENSION SYP SOUTHERN YELLOW PINE ON - DOWN TYP TYPICAL EA -EACH LINO UNLESS NOTED OTHERWISE ELEV - a EVA TIONIELEVA TOR VERT VERTICAL ENGR - ENGINEER VIF VERIFY IN FIELD EW - EACH WAY Wl WITH E - EXISTING W/o WITHOUT EXP - EXPANSION WRB -WEATHER RESISTANT BARRIER EXT - EXTERIOR WWF WELDED WIRE FABRIC FBC -FLORIDA BUILDING CODE WINM WELDED WIRE MESH FF FINISH FLOOR #5 STEEL REINFORCING BAR (REBAR) #5 (548� FND FOUNDA TION FT FEETIFOOT FTG FOOTING I 0012-o(sic. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC o0wel) SGNV4%ED BY t Lu ounty r - deC 00 kttkP9. oe tv erm I ut St. lod I NOTE: IF SHEET IS NOT 24"X36". IT HAS BEEN REDUCED OR ENLARGED, USE GRAPHIC SCALE, 0 Z zcn z 00 0 z F_ 0 F_ W uj (D 0 LLJ z < Lu (D < Lu 0 z z 00 Lr) 00 uw P�E�om000 1 41 01" 08-15-20119 SHEET si OF 1 1 18-0294 1 PERMIT SEI