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HomeMy WebLinkAboutBUILDING PLANS9IIGin91*01111 dww#r1@JN41A 46-0 x 23'-0" x 8'-0" 16 USER RESTROOM CUSTOM DRAWINGS - FIELD ASSEMBLY m&avo CUSTOMER: CJ-447 ST. LUCIE Fairgrounds 46'-0" X 23'-0" X 8'-0" APR 0 41010 Pe St�nil D i urittylEt14 RESTROOM BUILDING, FT. PIERCE, FL. LEESBURG CONCRETE COMPANY INCORPORATED 1335 THOMAS AVE, LEESBURG FL 34748 1-800-882-4177 Fax:352-787-7935 DRAWING PACKET NUMBER: 10/3/18 LAST PACKET REVISION: NA LEGEND DENOTES SECTION OR ELEVATION NO. DENOTES SHEET NO. E�3_ DENOTES CONNECTION NO. DENOTES DETAIL NO. ABBREVIATIONS P.D. = PANEL DIMENSIONS R.0 = ROUGH OPENING M.O. = MASONRY OPENING B.I.F. = BOTOM IN FORM T.I.F. = TOP IN FORM TYP. = TYPICAL CODE STANDARDS REQUIRELIENTS 2017 FLORIDA BUILDING CODE 61h EDITION 2017 STATE REQ. FOR EDUC. FACILITIES (SREF) 2017 6th FDMON FLORDIA ACCESSIBILITY CODE 2017 6th EDITION MECHANICAL CODE 2017 6th EDITION PLUMBING CODE 2017 6th EDITION FIRE PROTECTION 2017 6th EDITION FLORIDA FIRE PREVENTION CODE (FFPG 2014 NEC 14FPA 70 IBC 2015 ASCE 7-10 ACt 318-14 REFERENCE FAC 61-41.004 PC[ 7TH ED. STEEL CONST. MANUAL 14TH ED 2017 6th EDTION FLORIDA ENERGY CODE EXEMPTION FBC 10152 LOW ENERGY BUILDINGS (EXEMPTION #2) BAR MARKS BAR SIZE INCH LENGTH FOOT LENGTH EXAMPLE: 41206 (#4 AZ-6') GENERAL NOTES: REINFORCEMENT TO BE 1J/2' CLEAR FROM ALL PERIMETER EDGES AND IN CENTER OF THICKNESS WELDED WIRE FABRIC WELDED WIRE FABRIC MAY BE SUBSITIUTED FOR REBAR MAT IF AVAILABLE SHEETINDEX ASSEMBLY DRAWINGS Sheet Number Sheet TiOe CVR COVERSHEET 1.00 NOTES A1.01 A2.01 ELEVATIONS A3.01 FLOOR PLAN A3.02 ROOF PLAN A3.03 FLOOR BLOCKOUTS A4.01 SECTIONS & DETAIL_ S E1.01 ELECTRICAL PLAN E1.02 ELECTRICAL DETAILS P1.01 PLUMBING PLAN & SECTIONS P1.02 PLUMBING DETAILS A5.01 WELDED CONNECTIONS A5.02 WELDED CONNECTIONS A5.03 REMEDIAL CONNECTIONS A6.01 INSTALLATION A6.02 POST TENSIONING INSTRUCTION A6.03 POST TENSIONING DETAILS A7.01 SHIPPING DETAILS & WEIGHTS NOTE: PAGES MAY BE OMITTED IF NOT NEEDED 2. LOADS - ROOF LIVE LOAD: 60 PSF - FLOOR LIVE LOAD: 250 PSF - WIND LOADING: 139 MPH (ASD) / 180 MPH (UUTIMATD Digitally signed by MICHAEL - SEISMIC DESIGN CATEGORY A THOMPSON 3. WIND DESIGN CRITERIA Reason: This item has been - RISK CATEGORY III T ueen— E• electronically signed&sealed by Michael&Thompson - EXPOSURE CATEGORY C _- digital 4. MATERIALS �rNa-( using a signature. - CONCRETE = -(RELEASE) 2,500 - 5,000 PSI (28 DAY) STATE OF R<dntOp Printed copies of this document are not considered - REBAR: ASTM A615, GRADE 60 signed and sealed and the - WELDED WIRE FABRIC : GRADE 60 ASTht A185 signature must bevedfied on 5. - UTILITYany electronic copies. D,00, - CONSTIRUCNTYPE V-B 19.03.01.08I - 853 -05ON - CVR LU10 I IV, 313UICV L:ULVL.1(C1C BUILDING NOTES 1. BUILDING IS DELIVERED AND ERECTED AS A SHELL WITH INTERIOR FINISHES, MEP ONLY. FIRE ALARMS, LOW VOLTAGE SYSTEMS AND SO FORTH ARE NOT INCLUDED WITH THE PRECAST CONCRETE SCOPE 2. EXTERIOR WALL FINISH LAPBOARD SIDING, ROOF FORMLINER STAND & SEAM. 3. INTERIOR & EXTERIOR PAINT - LOXON CONDITIONER / PRIMER , FINISH COATS DURACRAFT BY SHERWIN WILLIAMS BUILDING V Digitally signed by MICHAEL THOMPSON j Reason: This item has been electronically signed & sealed by Michael A. Thompson No.IT L using a digital signature. * J* $T°TE OF Printed copies of this document are not considered signed and sealed and the ACE signature must be verified on any electronic copies. Date: 2019.03.01 08:0920 -05'00' RAy/N KCB MUE DATE 1/24/19 SVMJ WLE/ A1.00 I4UPlM M M3-10J i1U< WwJWkW0 N1N FRONT ELEVATION Digitally signed by MICNAEL .'. THOMPSON Reason:Thisitemhas been �'twwse. elecVonicallysigned&sealed by xa.1/50G t Michael A.Thompson usinga * * digital signature. Printed copies o! 6TAT6 OF this document are not considered '�olttD signed and sealed and the 1 signature mtrst be verified on any elemonic copies, Date: 3019.03A1 013. 933 -05'W -- ------ -- - - - -- - - - - -- - - - I I I I I I I I I I I it i i� 1 1 LEFT ELEVATION I I i i I � ® ® � I � ® + 3" i I I I I I I I rI I it I it i I i NOTE., LOXON CONDITIONER/PRIMER BYSHERW/N WILLIAMS A24-1100 SERIES COLOR TBD RIGHT ELEVATION NTS NOTE.• oRA KGB EXTERIOR FINISH= BOARD SIDING 1/24/19 ROOF STAND & SEAM __jLAP FiECE mm " A2.01 -© 2016 LEESBURG CONCRETE INCORPORATED Digitally signed by MICHAEL a THOMPSON a Reason: This item has been 6 7 electronically signed & sealed ucEnsE•s by Michael A. Thompson using a digital signature. - *• ** Printed copies of this craze of document are not considered 01_,_ > t - < apl�%•} signed and sealed and the NAl A signature must be verified on any electronic copies. Date: 2019.03.01 08:09:45 -0500 to y J zl 0 LL a - 34'-10213„ 10'-2 41 LEFT I T\BABY CHANGING I } STATION I � \ 11 I e I T I \ / CO • i j I © jlj j j© © ©TM I •II I <M UJI 18,000 BTU UJI 12,000 BTU FUJI 9,000 BTU EVAPORATOR UNIT EVAPORATOR UNIT EVAPORATOR UNIT TYP 2 PLACES— t - - —GYP TLA�ES -GYP-2-P61�6E& L O I N ih 27 i i• i 1 t I I .i. •i• •i I I I I © I 1 r 00 I \ � \ (BABYCHANGING STATION RIGHT FLOOR PLAN APPLY SIMPSON FX 523 CONSTRUCTION ADHESIVE (OR EQUAL) SUCH THAT ASSEMBLED COVERAGE IS 2" WIDE CONTINUOUS BETWEEN ALL MATING SURFACES - FLOOR, WALLS AND ROOF iFUJI 36,000 BT CONDENSERI TYP 2 PLACES Ilea 9Y KGB BSI E DAME 1/24/19 91� 9YMw A3.01 © 2016 LEESBURG CONCRETE INCORPORATED Digitally signed by MICHAEL THOMPSON Reason: This It.. has been electronkallysigned&sealed by 0 o a f No.4i� t. Michael A. Thompson using a * * digital signature Printed copies of r ByATE OF this document are not considered �OgSO?, signed and sealed and the _. z L signature must be verified on any m > electronic Date: ENO STA1W copies. 2019.03A108O956-0 NOV STATE STAMP :. < L.z - c. a m U B1 J 20'-21/4-'2'-114' 0 boDO A a WP6 V O 0 � V Ca I c� co 02 rz o WP3 WP4 a e�.e APPLY SIMPSON FX 523 CONSTRUCTION ADHESIVE (OR EQUAL) SUCH THAT NIS ASSEMBLED COVERAGE IS 2' WIDE CONTINUOUS BETWEEN ALL MATING SURFACES -FLOOR WALLS AND ROOF KGB FLOOR PANEL, PENETRATION & WALL PANEL LAYOUT 11//24/18 S M NEBO %ECE PARK A3.02 P1 WP2 I I I WP WP8 � N WP13 WP11 -,� _ I I WP9 WP10 - U 2016 LEESBURG CONCRE]E INCORPORATED Digitally signed by MICHAEL 0 THOMPSON uceNSE Reason:This item has been electronically signed &sealed by Michael A.Thompson using o 6 fNa 4irA9 : a digital signature. Printed z * �* 8TATE OF l�OR\VP copies of this document are not considered signed and sealed and the signature must be r tl- AIAIE verified on any electronic copies. Date:2019.03.01 03:7010 O m -05'00' m J EING STAMP USTATE STAMP 9 24'-6" Zulu L.GGJGvnu l.V1Vl.1(D1G 11VW1VlAVlIGV Digitally signed by MICHAEL THOMPSON T j`Lit SE',. f No.41S09 r Reason: This item has been electronically signed&sealed by Michael A.Thompson using a digital signature. Printed ti * J* i ,STATE OF ON.:�'%i copies of this document are not considered considered signed and sealed and the signature must be ALE verified on any electronic copies. Date: 2019.03.01 08:11:18 -05'00' I II '1 1 I I I RP1 II I jl 4 p RP3 I � \� _�___ -- ___— __�_—___�-��/ a �- � � \ate=�-�-•___�—__--=—y—===__�/ I/ IY Y I RP2 � RP4 � i \APPLY SIMPSON FX 523 CONSTRUCTION ADHESIVE (OR EQUAL) SUCH THAT ASSEMBLED COVERAGE IS 2"WIDE ROOF WELD PLATE & POST TENSIONING PLAN CONTINUOUS LOO WALLS ANDROOF `POS -TENSIONING CABLES Nrs ORA KGB ISSUE DA 1/24/19 If SNPIECE MARK A3.04 LU10 LPLZBUKU UUIV(.Kb1C Digitally signed by MICHAEL THOMPSON Reason: This item has been electronically signed & sealed by Michael A.Thompson using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Date: 2019.03.01 08:1151-05'00' TRANSVERSE SECTION UJI HVAC EVAPORATOR UNIT TYP 6 PLACES ADATILTMIRROR b PrD ❑ TYP 4 PL VGFCl TRANSVERSE SECTION NHls NAWN By KGB 1/24/19 sRMIN uu�enl/ A4.01 © 2016 LEESBURG CONCRETE INCORPORATED Digitally signed by MICHAEL o a THOMPSON Reason:This item has been electronically signed & sealed ucErSE , by Michael A. Thompson using � - a o No. a digital signature. Printed _ a * * copies of this document are B7ATE OF not considered signed and > .f ORIOP sealed and the signature must M L i NALE be verified on any electronic a copies. Date: 2019.03.01 08:1292 1A m -05,00, sr J LEFT ®� O A EF a Q m C U ani EL ^� E EF o � I co CQ 14 w CWWKGB RIGHT tME w TE 1/24/19 ELECTRICAL PLAN 5 WN UMV E1.01 I I GFI I I HD I41/UTA HNU A31J 11U` ROCOJ 14 N1R Digitally signed by MICHAELTHOMPSON Reason: This item has been electronically signed & sealed by Michael A. Thompson using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verged on any electronic copies. Date: 2019.03.01 08:1250 -05'00' EQUIPMENT CONNECTION SCHEDULE LABEL DESCRIPTION MAKE MODEL FLA LOCATION VOLTAGE/ PHASE CITY WH WATERHEATER RHEEM RTEX36 33 CHASE 240/1PH 2 WC ER COOLER OASIS PGBACSL 4.d FRONT PORCH 120/11PH 1 EF EXHAUST FAN FANTECH 4486U 12 BATHROOMS 12011PH 6 AC1 WVACCOND FUJITSU AOU36RLXFZI 20.3 REAR WALL 24WIPH 1 AC2 I IWACEVAPI FUJITSU ASU19RLF .34 CHASE I 240/1PH 1 LC'1TVAC EVAP2 FWITSU ASU12RLF1 20 CHASE 24011PH 1 AC4 WVACEVAP3 FUJIISU ASU9RLF1 .w CHASE 240/1PH 1 NOTES: LIGHTING LEGEND EQUIP. LAMPS FIXTURE TAG SYMBOL DESCRIPTION MANUFACTURER CATALOG NO. QTy. DESC. WATT VOLTAGE O 11-a-' ' WALL MOUNTED 48' LIGHT LED 31MKAR EN2LEDi-FIFA-FE5Ld04J1 12 RFA 56 120V FIXTURE O 617 WALLMOUNTLEDLIGHT EVERSTONE S33WTL9SN 5 AMBER 120V FIXTURE LED POWER LEGEND SYMBOL DESCRIPTION W DUPLEX RECEPTACLE �GR GROUND FAULT DUPLEX RECEPTACLE $ SINGLE POLE SWITCH W DOUBEPOESWITCH (] MOTION SENSOR SWITCH PANELBOARDS SYMBOL DESCRIPTION SURFACE -MOUNTED PANELBOARDS tmAl® A CLAWBLOC CB001®.T NEW BE PANEL DESIGNATION: PPL BLODWLE) SERVICE: 120 1 24W /1PH13W LOCATION: CHASE MAIN: 26D AMP BREAKER DESCRIPTION CIRCUIT AMP VA VA AMP CIRCUITUS DESCRIPTION WATER HEATER 1 37.5 4500 1 4500 37.5 2 40 WATER HEATER [2D 3 37Z 45M 4500 37.5 4 40 HVAC COND #1=1 5 102 1224 40.8 .34 6 20 HVAC EVAP #1-2 7 102 1224 40.8 .34 8 20 HVAC EVAP 02-1 9 .34 40.8 24 20 10 20 HVAC EVAP#2-2 20 11 .34 40A 24 20 12 20 HVAC EVAP K 1 20 13 20 1 24 192 1 .16 1 14 20 HVAC EVAP #3� 20 15 20 24 192 .06 1 16 20 HVAC CONO #1-1 20 17 .16 192 IM4 102 18 20 HVAC COND#1-2 20 19 .06 19.2 12Z4 102 20 20 LIGHTS 8 EXHAUST FANS 20 21 132 1536 528 4.4 22 20 WATER COOLER CHASE GFI 20 23 12 1" 12M 10 24 20 LEFT SIDE BATHROOM GFI RIGHT SIDE BATHROOM GET 20 25 10 12M 300 2.5 26 20 EXTERIOR LIGHTS SPARE - 27 - - - - 28 - SPARE SPARE - 29 - - - - 30 - SPARE SPARE 31 - - - - 32 - SPARE SPARE - 33 - - - - 34 - SPARE SPARE - 35 TOTAL VA1 EG 13,476 12,048 TOTALVA 25524 FULL LOAD PANEL AMPS =2177 X8D%-170 AMPS 1 BR3636BC200 - 36 CIRCUIT / 200 AMP PANEL Pxes�Ro. 1. ALL WORK E TO BE COMPLETED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, NFPA 70 - THE NATIONAL ELECTRICAL CODE (NEC) 2011. 2. WIRING SHALL BE IN CONDUIT, MINIMUM SIZE 1/2' OR AS REQUIRED FOR CONDUCTOR NUMBER AND SIZE. USE ELECTRIC METALLIC TUBING. WHERE PVC CONDUIT WILL BE EXPOSED ON EXTERIOR, USE SCHEDLRE 80. USE FLEXIBLE CONDUIT FOR FINAL EQUIPMENT CONNECTIONS. 3. CONDUITS AND CABLE PASSING THRU FIRE RATED CONSTRUCTION SHALL NOT LESSEN THE RATING OF THE CONSTRUCTION. CONDORS PENETRATING EXTERIOR WALLS SHALL BE COMPLETELY WATERTIGHT. 4. SUPPORT CONDUIT AND CABLE DIRECTLY FROM THE BUILDING STRUCTURE AS PER NATIONAL ELECTRIC CODE (NEC) REQUIREMENTS. 5. CONDUCTORS SHALL BE COPPER, MINIMUM SIZE NO. 12 AWG OR AS REQUIRED FOR CIRCUIT. COLOR CODE IN ACCORDANCE WITH THE NEC. CONDUCTOR INSULARON SWU BE TYPE THHN/TMWN. 6. BOXES SHALL BE SHEET STEEL TYPE, SIZED FOR NUMBER OF CONDUCTORS, FITTINGS AND DEVICES IN ACCORDANCE WITH CODE COORDINATE PLACEMENT OF BOXES W AND AROUND CASEWORK, KNEE SPACES, LAVATORIES AND OTHER EQUIPMENT TO AVOID CONFLICTS SIR MIRRORS AND OTHER APPURTENANCES, REFER TO ARCHITECTURAL DRAWINGS. LOCATE LIGHTING CONTROL SWITCHES ON STRIKE SIDE OF DOOR, FIELD VERIFY FINAL DOOR SWINGS. BOXES CAST IN CONCRETE SHALL BE CAST IN PLACE GRADE BOXES AND SHALL HE GAT FLUSH WITH THE WALL SURFACE 7. WIRWG DEVICES SHALL BE 20 AMPERE, SPECIFICATION GRADE TYPE, COVERPLATES SHALL BE HIGH -IMPACT PLASTIC OR NYLON. FINAL COLOR OF WIRING DEVICES AND COVERPIATES SHALL BE APPROVED BY THE OWNER AND ARCHITECT. 8. OWNER NOTIFY POWER COMPANY AND ARRANGE FOR SERVICE. LABOR AND UATERWS NOT COVERED BY THE POWER COMPANY SWNL BE PAID BY THE OWNER. 9. PANELBOARDS SHALL HAVE MAXIMUM 20' WIDE LOCNIABLE CABINETS AND COPPER BUS BARS. PANELS SHALL BE FULLY RATED OR HAVE A UL USED SERIES CONNECTED RATING OF A MINIMUM 22,000 NC IF THE ACTUAL AVAILABLE FAULT CURRENT EXCEEDS THE 22,000, CONTACT ENGINEER OF RECORD IMMEDIATELY FOR DIRECTION ON HOW TO PROCEED. PANEL BOARD SMALL HAVE A MINIMUM 207 SPARE CAPACITY UPON COMPLETION OF PROJECT. OBTAIN FAULT CURRENT VERIFICATION LETTER FROM POWER COMPANY AND PROVIDE COPIES TO ARCHITECT, ENGINEER AND LOCAL AUTHORITY HAVING JURISDICTION. 10. OWNER PROVIDE GROUNDING SYSTEM AS PER NEC ARTICLE 250 REQUIREMENTS. 11. OWNER OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED FOR WORK. 12. DRAWINGS INDICATE DESIGN BASED EQUIPMENT. VERIFY EXACT LOCATION, CHARACTERISTICS AND CONFIGURATION OF CONNECTIONS REQUIRED FOR OWNER FURNISHED EQUIPMENT AND EQUIPMENT SPECIFIED UNDER OTHER DMSIONS. IF ALTERNATE EQUIPMENT IS USED PROVIDE PROPER OVERCURRENT PROTECTION, DEVIL AND ORCUO REQUIRED. EQUIVALENT EQUIPMENT TO THAT SPECIFIED MAY BE SUBSTEUI HOWEVER, THE CONTRACTOR SHALL MAKE ANY ADJUSTMENTS AND CHANGES REQUIRED TO ACCOMMODATE THE SUBSTITUTIONS AT NO COST M THE OWNER. CONTRACTOR SHALL GUARANTEE EQUNALENCE OF SUBSTITUTED EQUIPMENT. 13. PROVIDE SHOP DRAWINGS, OPERATIONS AND MAINTENANCE MANUALS AND U4WTAIN RECORD DRAWINGS PER THE REQUIREMENTS OF THE ARCHITECT. U N E-i-I elm C.7 I P7 co CA2 '4 a: 0 Elll � 1 Og11c B9,'0ro� fJmtellD 11IIB1 tlB/OaIR111== . KGB M r-1113ar-DrIT-) SERVICE GROUNDING DETAIL 1/24/19 GROUNDING 9 FINAL CONNECTIONS BY OTHERS PN UM E 1.02 LUJO LCrZDLJKV L.tRVt-KC1C Digitally signed by MICHAELTHOMPSON Reason:This item has been electronically signed & sealed by Michael A. Thompson using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Date: 2019.0101 0B:13O1 -05'OD' r rE wog WATER PLAN LEI lrii—ll In, /�� HB HB HB URINAL URINAL URINAL URINAL W1 W1 W1 Wl 2'CW SERVICE ..—. .1 f' �'• 1' 1' 1• 1° W1 BALL VALVE I�`} L7 L7 L7 L7_____ 2' V HEADER T V HEADER 2' V HEADER ATERter/ J - *V rr r-I- -1-TTTT-1-1 TTT-r-r-r—T�T7--1 1f.� ETER- - f \' I I I I I I I I I I I I I I I I I I I I I I /�, o N WATER G a �` } L7 Lt L7 L1 �I L7 L7 L1 L7 U7 U7 U7 U7 I I I I EWC pp HAMMER I} W� W� WI W� W� W� Wl W1 11 11 I 1 I 1 a E W/BALL VALVE .. Co I I Co cn 3cw —` _ _ _ _ CO1 O z BOOR o HB HB HB EO FO FD FO iD FO FO FO FD V HOSE BIBB I} Lt L1 L1 LJ T 1' t' 1' 1' 1° 1° i' 1 1 t L J�J— a•snN. �� w }° W7 Wt W7 W7 W1 W7 W7 W7 � 0 a $ MGM SANITARY PLAN Oro EAN. DN FOO FOR YF O aiW. SERVICE a J PLUMBING DETAILS P1.01 W10 loran L1AV L.VINU. 1C Digitally signed by MICHAEL THOMPSON Reason: This item has been electronically signed & sealed by Michael A. Thompson using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Date: 2019.03.01 08:13:21-OS'OO PLUMBING SPECIFICATIONS 1. GENERAL 1.1 DESCRIPTION OF WORK: A ALL FIXTURES. EQUIPMENT. ACCESSORIES, MATERIALS, AND LABOR REWIRED TO PROVIDE COMPLETE, COORDINATED, AND FULLY FUNCTIONAL PLUMBING SYSTEMS GENERALLY AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. 1. SANITARY SEWER/VENT 2. DOMESTIC WATER 1.2 RELATED DOCUMENTS: A THE REQUIREMENTS OF THE CIVIL. ARCHITECTURAL, STRUCTURAL. AND ELECTRICAL DRAWINGS AND SPECIFICATIONS SHALL APPLY TO AND BE CONSIDERED A PART OF THE PLUMBING WORK IN —SO —FAR AS THEY APPLY TO THE PLUMBING WORK AND ARE REQUIRED FOR COORDINATION. 1.3 JOB CONDTONS' A DUE TO THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS AND ACCESSORIES WHICH MAY BE REQUIRED TO PROVIDE A COMPLETE INSTALLATION OF THE WORK DESCRIBED AND INDICATED. B. PROVIDE FITTINGS, OFFSETS, TRANSITIONS, AND ACCESSORIES REWIRED TO MEET CONDITIONS OF THE PROJECT. C. PROVIDE SERVICE ACCESS FOR EQUIPMENE, CONTROL COMPONENTS, VALVES, AND SPECIALTIES. D. PROVIDE ACCESS PANELS FOR VALVES, ACCESS DOORS, ETC. CONCEALED BEHIND FINISHED SURFACES. 1.4 CONFORMANCE TO REGULATIONS: A. WORK SHALL CONFORM WITH THE CURRENT FLORIDA STATE REO. FOR EDUCATION FACILITIES 1.5 QUALITY ASSURANCE A COMPLY WITH MANUFACTURER'S REQUIREMENTS AND NOTES AND DETAILS SHOWN HEREIN FOR INSTALLATION OF EQUIPMENT. 1.6 MATERIALS AND EQUIPMENT: A EQUIPMENT PROVIDED FOR THIS PROJECT SHALL BE EQUIVALENT TO PRODUCTS SPECIFIED. B. CONTRACTOR SHALL GUARANTEE EQUIVALENCE AND IS RESPONSIBLE FOR MODIFICATIONS REQUIRED AND COORDINATION WITH OTHER TRADES TO FIT SUBSTITUTED PRODUCT INTO THE PROJECT. C. MATERIALS AND EQUIPMENT OF THE SAME TYPE AND USE SHALL BE FROM A SINGLE MANUFACTURER. D. PROTECT STORED MATERIALS AND EQUIPMENT FROM WEATHER. 1.7 UTILITIES AND CONNECTIONS: A OWNER WILL PAY FOR ALL WATER AND SEWER UTILITY CONNECTION FEES. B. COORDINATE CONNECTIONS WTIN SITE UTILITY DRAWINGS. WORK TO LOCATIONS AND INVERTS INDICATED ON SITE DRAWINGS PROVIDE TRANSITIONS IN SIZE AND MATERIAL AT POINT OF CONNECTION. 1.8 SUBMITTALS: A SUBMIT SHOP DRAWINGS AND PRODUCT DATA FOR FIXTURES AND EQUIPMENT SPECIFIED HEREN AND ON THE DRAWINGS. SHOP DRAWINGS AND PRODUCT DATA SHALL BE IDENTIFIED PER INDICATIONS ON DRAWINGS, SHALL BE MARKED TO INDICATED SPECIFIC ITEM BE PROPOSED, AND SHALL BE ORGANIZED IN AN ORDERLY MANNER. SUBMIT SHOP DRAWINGS ELECTRONICALLY IN PDF FORMAT. B. SUBMIT OPERATING AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT INSTALLED IN THIS PROJECT. INCLUDE COPIES OF SPECIFIC EQUIPMENT WARRANTIES IN MANUAL 1.9 PROJECT CLOSEOUT. A REPLACE OR REPAIR DAMAGED EQUIPMENT AND CLEAN ALL EXPOSED SURFACES. B. TOUCH—UP SHOP APPLIED FINISHES TO RESTORE DAMAGED OR SOILED AREAS. C. INSTRUCT OWNER'S REPRESENTATIVE IN OPERATION AND MNNT04ANCE OF EQUIPMENT. 2. PRODUCTS 2.1 PIPING SYSTEMS: A DOMESTIC WATER PIPING - COPPER TYPE 'L' SOLDERED FITTINGS B. SANITARY DRAINAGE - SCHEDULE 40 PVC WITH SOLVENT WEED FITTINGS C. VENT PIPING - SCHEDULE 40 PVC W/ SOLVENT WELD FIRINGS LEGEND ABBREVIATIONS AFG ABOVE FINISHED GRADE — SOIL OR WASTE PIPING VQR VENT THRU ROOF - - - VENT PIPING EWH ELECTRIC WATER HEATER - — - COLD WATER PIPING CW COD WATER --- HOT WATER PIPING HW HOT WATER -TW- TEMPERED WATER TW TEMPERED WATER - - BALL OR GATE VALVE ON DOWN CHECK VALVE WC WATER CLOSET 7 DROP IN PIPING UR URINAL 0 SHOCK ARRESTOR LAV LAVATORY M FLOOR DRAIN PLUMBING FIXTURE SCHEDULE FR. MODEL NO. DESCRIPTION W V CW HW TUTS FIXTURE FITTINGS ACCESS. KOHLER SLOAN ACCESSIBLE FLUSH WHEEL CHAIR ACCESSIBLE SERIES 900 VALVE WATER CLOS 3 1.5 1 -- KOHLER K-4352 RDsmIffTEII 1.2 3690.01 17' HEIGHT (FLOOR MOUNT) L7 IBLE WALL H`UNLAANTR KOHLER-4991 MVP FAUCETS 1.5 1.5 1/2 1/2 SINGLE LEVER H & C 1.2 410-E2805ABCP SA WATER HAMMER X __ WADE ARRESTOR SROKSTOPS FO FLOOR DRAIN 3 1.5 -- -- WADE TRAP PRIMER 1103STDO-27 ON SITE BY OTHERS U1 URINAL 2 11/21 1/2 __ KOHLER K-4991-ET EWH F1EC. WATER HEATER -- -- 3 / 4 3/4 RHEEM 18000 WATTS RTEX-36 240V BIBS Hog BBB 2 1 1/2 3/4 1 -- NOTES: L INSTALL FIXTURES IN ACCORDANCE 4. SIZE PER MANUFACTURER'S RECOMMENDATIONS WITH APPLICABLE STANDARDS FOR NUMBER OF FIXTURES SERVED. 2. PROVIDE PROPER ACCESSORIES FOR 6. TRAP PRIMER IS TO BE INSTALLED ON SITE BY OTHERS WALL THICKNESS d: CONSTRUCTION. A V q F Pq co a c V W as I CrD co Cq . 4 SCALE SCALE ORAL KGB E 1/24/19 P1.02 ll LU10 F ID, 3DUKU klulvl. Jn RNUUM rAICU WELDED CONNECTIONS 0 a 4. U i .ra 7 a %6" 3" m .• . SCAB PLATE GAP BETWEEN 3/8" CONT. J .. ° ..:..:. • PLATES Y16" 3" SEALANT BEAD, • °, • . ° • ' • ° , ° ' "' •° 3" 3/8" CONT. SEALANT BEAD, EXT, TYP SCAB •• 4 ATE IF GAP IS PRESENT � :• n ° e EXT, TYP USE SCAB PLATE IF THERE IS A GAP BETWEEN WELD PLATES � USE SCAB PLATE IF THERE IS NON -SHRINK NON -SHRINK INK GROUT USE SC B PLATE IF THERE IS A GAP BETWEEN WELD PLATES - MID PANEL - A GAP BETWEEN WELD PLATES - MID PANEL - -D PANEL - FLOOR -WALL DETAIL I WALL -WALL DETAIL v tapered roof ROOF - WALL DETAIL o K y qC 10 Digitally signed by MICHAEL THOMPSON la Reason: This item has been T electronically signed & sealed ucvra by Michael A. Thompson using 4• { i xo.nsoi '`• a digital signature. Printed 1 * F* copies of this document are E�^TE of not considered signed and ogt0 .sealed and the signature must• �• _ OT A� be verified on any electronic ° O copies. 16 3" .. E—ii Date: 2019.03.0108:13:34 -05,00,EN .,.. I W z STAMP S-Z STAY ^{ w Y" 3„r Y" .. ° :• •' • e. 3/8" CONT. %6" 3" '." SEALANT BEAD, NON -SHRINK-° EXT, TYP NON -SHRINK • . 1 e� cc CQ NON -SHRINK GROUT Y4"X4"XO'-4" •° p � � •'' USE SCAB PLATE IF HERE IS GROUT 4• <�t c r5 FL A GAP BETWEEN WELD PLATES 4 l ° ...... CORNER PANEL USE SCAB PLATE IF THERE IS AGAP BETWEEN WELD PLATES - CORNER PANEL - ° ; :. FLOOR -WALL DETAIL (j ROOF - WALL DETALL J11 tapered roof KGB WALL -WALL DETA�, 1/2'"9 L SNRE �N WI�/ A5.01 LVIO IdSranuXV I.VLVI.XCIC FLUSH FINISH PT CABLE SIKA FLEX IA SEALENT OR EQUAL. OVERHEAD FROM INTERIOR OF BLDG SIKA SIKA-FLEX IA SEALENT OR EQUAL NON SHRINK GROUT - KEYWAY- O ROOF - JOIlVT DETAIL FLUSH FINISH OR EQUAL. -KEYWAY- Digitally signed by MICHAEL THOMPSON _T LICENSE' F Nix JIM Reason: This item has been electronically signed & sealed by Michael A. Thompson using a digital signature. Printed * '* copies of this document are not BTATE OF .KOR" - considered signed and sealed .and the signature must be NALE verified on any electronic copies. Date: 2019.03.01 08:13-.48 -05'00' SIKA-FLEX IA SEALENT UAL HRINK GROUT 5000PSI 4" PRECAST 4•x4•,4• W/(2)J'0#• HAS W/1'4' BENT REBAR PRECAST_ WALL STAINLESS STEEL r 4•x4S:}" W/(2)}'0x1Y HAS WIT-4- BENT REBAR P•b• PRECAST WALL SEELAYOUT 13EYOND ELEVATION VARIES -MID PANEL - ROOF - WALL DETAIL �C gabled roof D- ROOF - PEAK DETAIL gabled roof WELDED CONNECTIONS w 6 6 4 O Z D1 ' 7 a M 0 rt, N • .A SEMM VARIES P.D. SEE LAYOUT �p1 -CORNER PANEL- 1\ A A U O !M O C�-i PRECAST . •r ROOFrD � • r 1 w C • .:. :'f' a. W rD OQ PLb4N4• 0 c� cc 4N4xpwgz)3•ea• o4•xa x}-wryz){'e.z•HAs . 4 HAS WMW BENT W/1W BENT REBAR C REBAR , a• •d E PRECAST ®C� PV.D WALL 00 ([T�~r SEE LAYOUT a $ PARTITION PANEL 17­31517­111 NIS DMVM BY KGB 1/24/19 R� UMMMWW A5.02 N101-=311 UKV L,VLVl,Kn= MISALIGNED DNCRETE RECESSED PLATES MISS ALIGNED 1. CUT OUT CONCRETE ALLOWING FOR RECESS 2. DRILL HOLES FOR STUDS 3. EPDXY PLATE (A36) IN POSITION 4. PATCH AROUND PLATE (APPROPRIATE MIX) 5. PAINT WELD WITH GALVANIZE PAINT 6. PATCH OVER WELDED PLATE REMEDIAL CONNECTION DETAILS MISALIGNED CORRECT r-CORRECT PLUG TO FILL DISTANCE GAP OR ROUND PLUG SE DISTANCE BETWEEN ATES Digitally signed by MICHAEL W THOMPSON ME,by Reason -This item has been electronically signed & sealed Michael A. Thompson using a -ii. v a digital signature. Printed * I* 6TOTEt�Op copies of this document are y not considered signed and L •itj,J�7p�� sealed and the signature must 7 n -* be verified on any electronic J3 copies. m o Date: 2019.03.01 08:14.0. m -OS 00 I1qI00IIVC7 VVtLU VLA It: 1. EXCAVATE AREA FOR PLATE ALLOWING FOR RECESS 2. DRILL HOLES FOR STUDS 3. EPDXY PLATE (A36) IN POSITION 4. PATCH AROUND PLATE WITH APPROPRIATE MIX 5. PAINT WELD WITH GALVANIZE PAINT 6. PATCH OVER WELDED PLATE rNM DRAWN KGB 1E 1/24/19 SHEET x�/ A5.03 reul.)�1MN 3&xwj M�WJnLW L."IM FOUNDATION REQUIREMENTS FOR TRANSPORTABLE PRECAST CONCRETE BUILDINGS BUILDING DESIGN TRANSPORTABLE PRECAST CONCRETE BUILDINGS HAVE BEEN DESIGNED TO ELIMINATETHE NEED FOR FOUNDATIONS OR FOOTINGS FORVIRTUALLYALL INSTALLATIONS. THE BUILT-IN FLOOR OF THE BUILDINGS ARE DESIGNED FOR USE ON FLOATING FOUNDATIONS COMPRISED OF 4"-6" OF CRUSHED STONE OR SAND. THIS DESIGN, AND THE USE OF APPROPRIATE FLOATING FOUNDATIONS OF STONE OR SAND, HAVE PROVEN TO BE EFFECTIVE AND PROBLEM FREE IN THE FIELD FOR A WIDE VARIETY OF INSTALLATIONS. THE EFFECTIVENESS OF THE DESIGN HAS NOT BEEN ADVERSELY AFFECTED BYTHE SIZE OFTHE BUILDING. CAVEATS THE FLOATING FOUNDATION OF CRUSHED STONE OR SAND SHOULD BE PLACED ON A WELL -DRAINED AND GRADED AREA,TO PRECLUDETHE RETENTION OF STANDING WATER. ON A WELL -DRAINED AND PROPERLY GRADED SITE, ANY GROUND SWELL SHOULD BE MINIMAL AND LINEAR, WITH NO DAMAGE TOTHE BUILDING OR ITS CONTENTS. IT IS IMPORTANT TO NOTE THAT THE DESIGN OF THE BUILDING ENABLES THE TRANSPORTATION OFTHE BUILDING, WHICH MAXIMIZES THE FLEXIBILITY AND LONG-TERM USEFULNESS OFTHE STRUCTURE. FURTHERMORE,THE ELIMINATION OF FOUNDATIONS AND FOOTINGS MINIMIZES THE IMPACT ON, AND DAMAGE TO, THE ENVIRONMENT OF THE BUILDING SITE. THE USE OF STANDARD FOUNDATIONS OR FOOTINGS WOULD COUNTER SOME OFTHE SIGNIFICANT BENEFITS, WHICH CAN BE ACHIEVED BY INSTALLING TRANSPORTABLE BUILDINGS. IN THOSE AREAS WHERE LOCAL BUILDING CODES MAY NOT ACCOMMODATETHE USE OF A FLOATING FOUNDATION FOR AN TRANSPORTABLE BUILDING, A VARIANCE TO SUCH CODES MAY BE AVAILABLE. SITE PREPARATION REQUIREMENTS (MANUFACTURER'S RECOMMENDATION) A. BUILDING SHALL BEAR FULLY ON A CRUSHED STONE BASE THAT IS AT LEAST TWO FEET LARGER THAN THE LENGTH AND WIDTH OF BUILDING. B. STONE SHALL BE A MINIMUM OF 4"THICK OR DOWN TO FIRM SUBGRADE. THE VERTICAL SOIL CAPACITY UNDER STONE SHALL BE COMPACTED TO HAVE MINIMUM BEARING OF 1,500 POUNDS PER SQUARE FOOT. STONE SHALL BE 3/8" OR SMALLER AND MUST BE SCREEDED LEVEL WITHIN 1/4" IN BOTH DIRECTIONS. STONE SHALL BE PLACED WITHIN A PERIMETER FORM WITH FLAT AND LEVEL TOP EDGE FOR SCREEDING. FORMING MATERIAL SHALL REMAIN AROUND STONE UNTIL AFTER THE BUILDING IS SET. C. THE CRUSHED STONE BASE SHALL BE KEPT WITHIN THE CONFINES OF THE SOIL OR PERIMETER FORM. DO NOT ALLOW THE BASE TO BECOME UNCONFINED SO THAT IT MAY WASH, ERODE, OR OTHERWISE BE UNDERMINED. OR IF BUILDING IS PLACED ON PAVEMENT OR A CONCRETE SLAB, SUBSTRATE BELOW PAVEMENT OR SLAB MUST HAVE A VERTICAL SOIL CAPACITY OF 1,500 POUNDS PER SQUARE FOOT. PLACE STONE OR SAND TO 1" ABOVE HIGHEST POINT OF AREA WHERE BUILDING WILL BE PLACED AND AT LEAST 1'-0" WIDE ALL AROUND THE BUILDING FOOTPRINT. RETAIN STONE OR SAND WITH A PERIMETER FORM TO PREVENT THE MATERIAL FROM WASHING OUT. D. PROVIDE POSITIVE DRAINAGE FOR THE FILL, PAD, OR SLAB AS REQUIRED. ACCESS A. CONTRACTOR MUST PROVIDE LEVEL UNOBSTRUCTED AREA LARGE ENOUGH FOR A CRANE AND A TRACTOR -TRAILER TO PARK ADJACENTTO THE PAD. CRANE MUST BE ABLE TO PLACE OUTRIGGERS WITHIN 5'-0" OF EDGE OF PAD AND TRUCK AND CRANE MUST BE ABLE TO GET SIDE BY SIDE UNDER THEIR OWN POWER. NO OVERHEAD LINES MAY BE WITHIN 7S' RADIUS OF CENTER OF PAD. A MINIMUM OF 24" CLEARANCE IS REQUIRED BETWEEN THIS BUILDING AND ADJACENT BUILDINGS. D V-K Perimeter Form "•�"� uompactea 5ubgraae SITE PREPARATION SCALE: N.T.S. Digitally signed by MICHAEL THOMPSON Reason: This item has been electronically signed & sealed by Michael A. Thompson using a digital N>* signature. Printed copies of document nIATE OF7 `gam omo this are not considered signed and sealed and the signature must be verified on any electronic copies. Date: 2019.03.01 08:14:14 -05'00' IRAtISRIM MY GLiALE 10 RIM 1390 LUST cF ADA. CCMfiJAtJT 4- TD a *T0JS BAX M O O E o v3 o � 1 n CO Cq --1 x 0 a $ r NM DRAWN NG9 MM [RATE 1/24/19 A6.01 LULD Ly. ' tBUKV L.V1NL1KC1C Digitally signed by MICHAELTHOMPSON Reason: This Item has been electronically signed & sealed by Michael A. c*� Thompson using a digital signature. Printed copies of this su is signal cement Printed not cop RolnOp considered signed and A sealed and the signature must be verified on any electronic copies. Date: 2019.03.01 08:1459 -05'00' 5.0 Building Production 5.10 STRESSING PROCEDURES For Roofs and Floors - Model 1012 &1220 1. Remove form rails. Verify concrete strength with Schmidt Hammer or cylinder breaks. Concrete shall be a minimum of 3,750 PSI before cable can be stressed. 2. Remove recessed plastic pocket -formers at the post -tensioning anchor. 3. Remove the plastic sheath from the strand all the way from the base of the anchor to the end of the strand. Clean off grease from exposed portion of cable. Use a suitable solvent. Never heat or use flame on the cable. 4. Insure that the tapered holes in the anchors are cleaned and free of any debris or cement paste, which might interfere with proper wedge seating. 5. Install wedge sets around the strand at each anchor. Press the wedges in with the fingers evenly. Tap wedges in securely. Make sure the ends of the wedges are even with each other so that the stress will be evenly distributed over the wires of the strand. 6. Slide the wedge -setter over the cable and place against the wedges installed in the cast -in anchors (see drawing #1 on sheet A1.08). 7. Install the temporary reusable anchor on the strand. The plates of the jack will push against this anchor to elongate and, therefore, stress the strand. Set the temporary stressing anchor approximately 5" beyond the rear of the wedge -setter (see Drawing #1 on A1.08). 8. Install the plates of the twin ram stressing jack over the strand between the wedge -setter and the reusable stressing anchor. 9. Standing back from the jack, using a remote switch for the pump, stress the strands until the pump pressure gauge indicates a pressure listed on the calibration chart of your stressing pump, that corresponds to 33 K required tension on the %" cable. Whenever stressing be sure to observe safety precautions and operator positioning in anticipation of unexpected failures. NOTE: As a double-check to insure proper elongation of the strand, measure the distance the jack has stretched the cable. This dimension should be in accordance with the following formula: Length of total cable x .0795 = the length of cable elongation. 10. Release pump pressure slowly and remove the jacking system and temporary stressing anchor. Your post release tension on the cable will be 28.5 K. 11. Repeat stressing operation at other end of cable. To insure that cable is fully tensioned. Line friction may result in lower stress of total length of cable if this procedure is not done. 12. Release pump pressure slowly and remove jack system and temporary anchor. 12. Cut off strand tails at 1" from the wedge and pack the holes with permanent grout. SAFETY INSTRUCTIONS: NOTE: Stressing units are calibrated against load cells to determine the gauge pressures for a particular unit which will produce the desired engineering force. Gauge pressure versus actual load calibration should be checked every six months against a load cell. The sample table on A1.08 lists the current equipment in service. Never use equipment which has not been tested in the last 6 months. The Quality Control Department has the responsibility to insure the stressing unit is calibrated semi-annually. See the following sample calibration chart A1.08. The calibration chart of your stressing jack is likely to vary from the sample table on A1.08. ROOF AND FLOOR POST -TENSIONING Stressing System Safety Instructions This equipment is designed and built to provide safety during equipment operation. It must be operated and maintained by personnel who are trained in and follow safe procedures. Since the forces involved in tendon stressing are in the order of 33 to 46 kips, it is obvious that failure from any cause could be damaging to personnel and property. Accordingly, stressing equipment operators are expected to observe all applicable safety precautions including the following: 1. Before activating the pump, visually check all elastomeric tubing for nicks, cracks, or other damage and repair or replace if required. 2. See that all tubing joints are tightly connected. 3. Be sure that pump is supported in a stable manner and positioned to avoid strain on connection lines. 4. Be sure that protective dunnage and appropriate safety barriers are erected to protect the operator and any others in the area. 5. Observe the gauge pressure that will develop the required tensile force as marked on the tag attached to the pump. Locate this reading on gauge face. 6. Be certain that tensioning twin -rams are positively engaged and correctly aligned. 7. Activate pump and observe gauge. If pressure does not build up promptly, check system for leakage and make sure that anchors and wedges on both ends of the POLYSTRANDO tendons are properly engaged. When pressure reaches approximately 1000 PSI, stop and check for alignment. Make sure that the strand is at the top of the slot provided in the tension jack cylinder connector plates. 8. Continue pumping until final pressure is attained. When stressing long tendons, multiple strokes and resetting the temporary anchor will be required. - - CAU11ON - - pressure will build extremely fast if rams are fully extended. Monitor ram extension and gauge readings continuously. 9. When the correct force has been applied to the tendon, stop the pump motor and release the pressure on the pack by opening the hydraulic valve. 10. Use care in moving and storing equipment to insure that gauge and tubing are not damaged. 11. Observe site rules pertaining to frequency of gauge calibration. o� 0 U E U NIS A6.02 © 2016 LEESBURG CONCRETE INCORPORATED Digitally signed by o MICHAELTHOMPSON '- a Reason: This Item has been electronically _ a 0 signed & sealed by a e Michael A.Thompson ,� using a digital signature. iiaier'ntea $� Fnenle (tine �I �H er noo l�F Printed coplesofthis ( �t ioaroy document are not m z tt� considered signed and wo Aam ; a sealed and the signature -�. must be verified on any 1L MI M m o electronic copies. m Date: 2019.03.01 Load Cil Numlaiii B= J 08:15:12-05'00' AAHM ENO STAMP 10,000 d t r& 1 it B,IIBO I � 1 y 7000I ft 0 :923 STATE surf ern e* 4 d • - 3 a �? iian-MUzce W r L - 4 R 4A00 tarFace 4' Two flo�— W-tas 3 8,0000 a 1 t _if t Cross Section 4+ _ o 1 �� F Ells OCn p 0 S 10 1S 20 25 ' 311 35 40 45 Ac'tuat Load (KIPS) M fm i Rnre CnUbraltion Curve BOOS Haute 13Ort 1 a 'i RQm 01 VSL-228-00661 ��°� Phomm Fl A r, C 2zlsa ,gip• �,,/ Phone Mrtivrl 003) 431-4300 A GuROe ih VCi a�51 Fax. tllnhert (M) 4M-0362 z o 4' KGB E BATE 1/24/19 sNEET NONBW Plan PIECE lim A6.03 © 2016 LEESBURG CONCRETE INCORPORATED Digitally signed by MICHAEL THOMPSON T Reason: This item has been n u electronically signed & sealed by o Michael A. Thompson using a * �* digital signature. Printed copies 8TAT6 of of this document are not > . HlOp Q3` considered signed and sealed L z �iNA1. and the signature must be verified on any electronic copies. o Date: 2019.03.0108:15:28-05'00' y STATE STAWP z rn 7-11 co q A O O O A U 0 [~ SLAB WEIGHT o >n FP1-4 20,000# EA a RP1-4 17,100# EA w WP1-4 9,400# EA c WP5-6 11,400# EA WP7-10 9,200# EA co WP11-12 3,600# EA CQ ~ WP13-14 1,900# EA W U NM TOTAL 256,600 LB. KGB O O O 1� 4/19 SH CKUHYABOK / A7.01 Digitally signed by MICHAEL THOMPSON 1" Reason: This item has been electronically signed & _! sealed by Michael A. LICENSE Thompson using a digital F No.47509 _. signature. Printed copies srn E OF of this document are not (1) #4 X 18" LG `koAll . considered signed and WELDABLE REBAR LE sealed and the signature (GR.60) must be verified on any electronic copies. Date: 2019.03.01 08:15*43 -05'00' 1" w_ 1 (2) 72" 0 X 2" LG HAS fV � CV i— Y2" 3/8" 1Y2" 3" 1Y2 - 2 HARDWARE INFORMATION MATML FE*JBff M JOB NO: HARDWARE INFORMATION MATff M FEOJRTM JOB NO: JOB NAME: JOB NAME: 102 i01 PAN NU183ER PAGE NUO®ER PARr NWBER 102 H.01 101 Digitally signed by MICHAELTHOMPSON Reason:This item has been electronically signed & sealed by Michael A. Thompson using a digital �RtlTE OP i I a�a RoRlopAy� AIM, signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Date: 2019.03.01 08:15:59 -05,09 HARDWARE INFORMATION JOB NAME: MAW NUMB1 PMD NUMBER MK_NO E 8 Product Data Sheet i Edition 5.13.2016 w.r.... r...N. e."..w SikaOex-IS LM Sikafiex®-15 LM High-performance, low -modulus elastomeric sealant A Description Snralex-15 LM is a lowoduPus, hkjh­pmfomuncc, l-component, pcfyumthar based,norr-sagelasto- _ moric sealant. Steers Federal SpoolcationTTS100230C. TWe 11, Class A:ASTM C-920. Type S. Grade US, Gass 100150,use T,NT.G.A,O,M; Fedeml Spcdecation forsilicones-71- 0015,13A. Type no"ag, T.s d in a ,o L,nte will ASTM C-1382 rpr use m EIFS systems. Where to Use Y S.Mlent for movirgicinrs in v,rucw appliatiom. ■ Suitable for use between SinWar as Wdl as diss6 r materials. N Typcal appiic alms indude joints in concrele panel and Ivan systems, mound windrow and door imrnes, reglets, lashing. common=two deWa applxations, eta Exotptiowt snatara'Wee for "-rise and facade applications whore high movement capabdly is - required. ■ 2-and 33mur UL Fire Raied Joint System Nos: FFS0007, FFS-0037, FYI-S-0015, FWS40018, HWS- 0076. Hyi-S-0005, NM1YS-0011 acid'AWS-OM0 2 An elfecv aeaZantfor vse In Ezredor lnsucnaon FirdshSystpms(EIFS). Advantages ■ LvY modulus of elasticity, .J ■ Easyandreadyfouse. R EEminates Onto, eBorC waste, and equipment dca"p. ■ Cures to a mumble. Saxibla consistency. ■ Exceptional cut and fear resistance, — ■ 5vcssre adhesi pmPoraes. ■ Exm raadhnsron. ■ Bonds to Most construction rnatefiais wtwuta primer. ■ Pairdable with watery, oil• and rubber based Paints. ■ Ezcolent resistaneu tO aging, weathenirg. -•. ■ .ICIfuettesi5tant j ■ Proven in tough cLma:os around 8io vmdd. =T ■ N0,140aching, ■ Capable of . 100% 1.50% joint movement ` Chemical Resistance Coea resistance to water, aduted adds, and dduieS alketines, Not ntormalg for ld3y immersed conditions Con utf Tedvr cal Service for specific dale. Packaging 10.1A.oa(300 mt.).20ft. =(S9I ML),4.5 gat (17L)ma5'gal pal, 52 gat(197 LI in a 55 gal drum Coverage' "Y Typical Data(Maredeland curing tonditions737(23'C)and 50%RKJ_, x." 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Ns<wufybGaycrtuSo-J cmCr rue t:ansA Tcdaal SmNro f� 44aEGLta. Pa+' n LABEL n a HEFT UCH OY THE .ABLEPRODUCT'S HOSr TTP= T PRODUCT DATA SHEET, FROQIICTTIAND SAFETY QAT HEFTNTTATARE :AVAR317AMELEMICCiN Er1PIN5A5Si"t JAt ORBYRLMi STOE TER Or EEFMCX BUGAUr 0READA D F�OLLO TA4NOINRIDC AND INSTRUCTIONS EACHSSRELIEVESTHEUSER QETHE 1.4Th Ct0 b READANDFOLLOWTEE . PRHDcS"BEL AND POTEACHSixAPF.TOPRODSET FORM 3Y MECU1 F11i PRODUCT DATA SHEET, PRODUCT LABEL AND SAFETY DATASEEET PRIOR TO PRODUCT USE. HARDWARE INFORMATION MATEML JOB NO: JOB NAME: MMNMa PAGE NUMBER PART NUM80 H.0I MK_NO Eli o - o � N m Z n m 00 zm o " SINGLE.ST01�Y� Y SINGLE STORY ) °— ONC.�METAL GONC. METAL t ' I i s BUILDING BUILDING 8 .02 -.SITE I11 U N LL > :. p is r �GTCH �3AcN t - .�._�.�..�._}ti 7 - i wo z �°` F EV 2G G> - - J N jj pF g O '•�c.{._, HR,J aid• ; - ( -- y F LL pI w z °�' •, ,.., S ( PORT ST. LUCIE, FLORIDA Q w a� MOM 9 a N =¢rn II +Y�. try a - ; ui VICINITY MAP Z�m>00 . V�J. , i ZF-9hwDO _ y - w w m rn v, �� �� NO SCALE m CD DOV7 J W ' c r s� r 6 a ad/� -1� 9 -.tea Ja...... LO a 0 try pry 6 cA �ti w "31R _ — NOTES N ry� _'.� TOE _ x �ti rV 0-'-'`. ?ice _..v_. r " - L - i c7� — — 9 �� 1) NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF O LIGHT POLE - ' 6p/ .t W/ ELEC BOX TOP OF $WALE '�� ry9 ,. 09 ry6 9 PVC FENCE, A FLORIDA LICENSED SURVEYOR AND MAPPER. y _ 1 f •' 2) THIS IS NOT A BOUNDARY SURVEY. 8' ---PUC FENCE ��CONTROL PANEL ,y PVG_ FENCE 'GATE 9= y =' 3) THE SPECIFIC PURPOSE OF THIS SURVEY IS TO SHOW EXISTING } .i ry - - _ - - _ ' ! - FEATURES, IMPROVEMENTS, AND TOPOGRAPHY FOR DESIGN PURPOSES. }O 2" GATE r ., CONC. PAD W 9t - 4) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER VALVE & j (TRANSFORMER) _ ry GA,=� `.G;, 4 ( - j THAN THE SIGNING SURVEYOR IS PROHIBITED, WTHOUT CONSENT OF THE 15 ,� f PVC,END=^ 5' CHAIN = " .w.z- i SINGLE STORY 1'.1 - SIGNING SURVEYOR. 0 ' LINKS FENCE r ^• - 1 X`L e7' CONG'. BLOCK y- ' I y, 15) DESCRIPTION SHOWN HEREON IS AS SHOWN ON THE WEBSITE OF THE O (' Z ¢ Q p , . 'y 'h ) - X - y G © ,4 - ..... SAINT LUCIE COUNTY PROPERTY APPRAISER. O F-J 3 Iild" J i �� CONTROL '.PANEL' _ RESTROOM L- 6) THE LAST DATE OF FIELD WORK WAS JUNE 20, 2017. m % N � m vm. ' ry6�I z `-'�. WOOD x`ti X 'S. - �,.a CONC. RAO.��Z�' BUILDING pis ` . 3 .a y-- I 7) UNDERGROUND UTILITIES, FOUNDATIONS AND IMPROVEMENTS WERE NOT W E w \ ry w ( FENCE. 0�` y0,. r p j $ _ ,.sa31- g "'�.a LOCATED AS A PART OF THIS SURVEY. W O J U } I W 3-- ry�f ^J' 7C �,/ (�,I O (- - --- - - "`+.,�y 8) ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN Z O 00 Z d U ' s ' ^ ry 2 - VERTICAL DATUM OF 198. THE PRIMARY BENCHMARK FOR THIS PROJECT o i > u CONC. PAD 3' xry O N -I a _ °(. ( �- -'3B - - (� IS ST. LUCIE COUNTY BENCHMARK DESIGNATED "TAYLOR J; HAVING AN W U + h' - LIFT STATIONr; , i ELEVATION OF 7.39 FEET NAVD88. THE ONSITE BENCHMARKS ARE AS h ryry Xql E �-i ,�9 y� _ 5 DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD r� +{ TOP. OF SWALE._ ti __., ryry p, j _ _ eDESIGNATIONS "X" BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY 9 CATCH BASf'J � O Xry _ . -. - h ry : ELtV- ^a('T4' ,` py € (FEMA), ON FLOOD INSURANCE RATE MAP NO. 12111CO255J, ST. LUCIE W >_ f �.y6 9y o� �ry b ry iE 7 , COUNTY, FLORIDA. WITH AN EFFECTIVE DATE OF FEBRUARY 16, 2012. �.., TOE BENCHMARK #2 G-I a '= r FD MAG NAIL &DF DISK N�V LB#8098 I hit Lam, p4 Ex-, ELEV 83 NAVI L^ C-17 F n 7 y. fSj£Sij w v` VI LEGAL DESCRIPTION~ LEGEND ' w PARCEL OF SOUTH. RANGE 3B EAST BEING MORE PARTICULARLY ND BEING PART OF SECTION 1, TOWNSHIP 36(P) PLAT DATA TYP TYPICAL W C) M GO 7.i DESCRIBED AS FOLLOWS: (F) FIELD DATA EL ELEVATION ^ W THAT PART OF THE EAST 1/2 OF SECTION 1, TOWNSHIP (C) CALCULATED FROM FIELD MEASUREMENTS CONC CONCRETE FY FNO. FOUND WM WATER METER 36 SOUTH, RANGE 38 EAST LYING SOUTH OF WHITE CITY P.C.C. POINT OF COMPOUND CURVE TOB TOP OF BANK O ROAD AND SOUTH OF STATE ROAD 70. LESS THE ROAD P.R.C. POINT OF REVERSE CURVE RAD) RADIAL LINE CL RIGHT-OF-WAY AS RECORDED IN OFFICIAL RECORD BOOK P.L.S. PROFESSIONAL LAND SURVEYOR CABLE TELEVISION BOX 43, PAGE 397, OF THE PUBUC RECORDS OF ST. LUCIE L.B. LICENSED BUSINESS �(Q SANITARY CLEAN OUT DRAWN BY: SPT COUNTY, FLORIDA. LESS THE CANAL RIGHT-OF-WAY AND IRC IRON ROD & CAP © GAS MANHOLE CHECKED BY: MTO LESS THE OKEECHOBEE ROAD WIDENING AS RECORDED IN 0 DELTA (CENTRAL ANGLE) ❑E ELECTRIC PANEL PROJECT: 17-152 OFFICIAL RECORD BOOK 30B, PAGE 2043, AND AS R RADIUS RECORDED IN OFFICIAL RECORD BOOK 1999, PAGE 147. OF L ARC LENGTH No. NUMBER DATE: 06120/2017 V PC POINT OF CURVE PT POINT TANGENCY THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. CB CHORD BEARING - + LAYOUT: SHEET 1 p, i AND THAT PART OF SECTION 12, TOWNSHIP 36 SOUTH, N.A.V.D. NORTH AMERICAN VERTICAL DATUM� CENTERLIU NE � � SCALE: AS SHOWN RANGE 38 EAST MORE PARTICULARLY DESCRIBED AS FEE] DRAINAGE CATCH BASIN LIGHT POLE a 17 ADD TOPO d FOLLOWS: s THE NORTH 1/2 OF THE NORTHEAST 1/4. LESS ROAD AND GRAPHIC SCALE _ t/1 CANAL RIGHTS OF WAY. 50 0 25 50 U SAID PARCEL CONTAINS 237.54 ACRES, MORE OR LESS, 0 AND IS RECORDED IN OFFICIAL RECORD BOOK 1181, PAGE • ` - �^ i 2685 OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, (p1 pgp) MICHAEL T. OWEN PROFESSIONAL' "SURVEYOR AND MAPPER SIGNATURE D SHEET FLORIDA. 1 fvcn = 50 »_ FLORIDA REGISTRATION #5556 1 OF 1 T 2 �y 2016LEESBURG CONCRETE 46-0 x 23'-0" x 8'-0" 16 USER RESTROOM CUSTOM DRAWINGS - FIELD ASSEMBLY A CUSTOMER: CJ-447 ST. LUCIE Fairgrounds 46'-0" X 23'-0" X 8'-0" RESTROOM BUILDING, FT. PIERCE, FL. LEESBURG CONCRETE COMPANY INCORPORATED 1335 THOMAS AVE, LEESBURG FL 34748 1-800-882-4177 Fax:352-787-7935 LEGEND DENOTES SECTION OR ELEVATION NO. 10� DENOTES SHEET NO. E13— DENOTES CONNECTION NO. <)— DENOTES DETAIL NO. ABBREVIATIONS P.D. = PANEL DIMENSIONS R.0 = ROUGH OPENING M.O. = MASONRY OPENING B.I.F. = BOTOM IN FORM T.I.F. = TOP IN FORM_ TYP. = TYPICAL CODE STANDARDS REQUIREMENTS 2017 FLORIDA BUILDING CODE 6th EDITION 2017 STATE REQ. FOR EDUC. FACILITIES (SREF) 2017 Gth EDITION FLORDIA ACCESSIBILITY CODE 2017 6th EDITION MECHANICAL CODE 2017 6th EDITION PLUMBING CODE 2017 6th EDITION FIRE PROTECTION 2017 61h EDITION FLORIDA FIRE PREVENTION CODE (FFPO 2014 NEC NFPA 70 IBC 2015 ASCE 7-10 ACI 318-14 REFERENCE FAC 61-41.004 PCI 7TH ED. STEEL CONST. MANUAL 14TH ED 2017 61h EDITION FLORIDA ENERGY CODE EXEMPTION RIC 10152 LOW ENERGY BUILDINGS (EXEMPTION 1f2) BAR MARKS RACCEIVEO WRA J ii P@D±mittip g.Deparsl4.ve �Ftc 13!sltiCOURfi• DRAWING PACKET NUMBER: 10/3/18 LAST PACKET REVISION: NA BAR SIZE INCH LENGTH FOOT LENGTH EXAMPLE: 41206 (#4 12'-6') GENERAL NOTES: REINFORCEMENT TO BE 1y" CLEAR FROM ALL PERIMETER EDGES AND IN CENTER OF THICKNESS WELDED WIRE FABRIC WELDED WIRE FABRIC MAY BE SUBSITIUTED FOR REBAR MAT IF AVAILABLE SHEETINDEX ASSEMBLY DRAWINGS Sheet Number Sheet Title CVR COVERSHEET 1.00 NOTES A1.01 A2.01 ELEVATIONS A3.01 FLOOR PLAN A3.02 ROOF PLAN A3.03 FLOOR BLOCKOUTS A4.01 SECTIONS & DETAILS E1.01 ELECTRICAL PLAN E1.02 ELECTRICAL DETAILS P1.01 PLUMBING PLAN & SECTIONS P1.02 PLUMBING DETAILS A5.01 WELDED CONNECTIONS A5.02 WELDED CONNECTIONS A5.03 REMEDIAL CONNECTIONS A6.01 INSTALLATION A6.02 POST TENSIONING INSTRUCTION A6.03 POST TENSIONING DETAILS A7.01 SHIPPING DETAILS & WEIGHTS NOTE: PAGES MAY BE OMITTED IF NOT NEEDED 2. LOADS - ROOF LIVE LOAD: 60 PSF - FLOOR LIVE LOAD: 250 PSF - WIND LOADING: 139 MPH (ASD) / 180 MPH (UUTIMATE) Digitally signed by MICHAEL - SEISMIC DESIGN CATEGORY A THOMPSON 3. WIND DESIGN CRITERIA T Reason: This Item has been & - RISK CATEGORY Ili - EXPOSURE CATEGORY Cu'cexsE, electronically signed sealed by Michael A Thompson 't digital signature. 4. MATERIALS No.4T5W using a - CONCRETE = ARELEASD 2,500 1 * * STATE OF Printed copies of this - S.BOOP51l26DAY) �¢J,�ORPP document are not considered signed and sealed and the - RELDE AWIRSTM A615.GRADE60 - WELDED YORE FABRIC :GRADE 60 ASThf A185 '�O+YA� signature must be verified on - UTILITY any electronic copies. - - CONSTIRUCUON TYPE V-B Date: 19.03.0108U853 -o5,0s�oo, SCANNED St. Lacey County Nov-D/Z,6 REVIEWED FOR CODE COMPLIANCE STa LUCIE COUNTY BOCC d2v— FILE CO rA V ccO � O E O C13 U O to I �D CQ rl �y O a U IA' KGB ISSUE DAU 1/24/19 SH%FNUMBER/ CVR LU101.vr-D13VXV l.V1VC.KCIC BUILDING NOTES 1. BUILDING IS DELIVERED AND ERECTED AS A SHELL WITH INTERIOR FINISHES, MEP ONLY. FIRE ALARMS, LOW VOLTAGE SYSTEMS AND SO FORTH ARE NOT INCLUDED WITH THE PRECAST CONCRETE SCOPE 2. EXTERIOR WALL FINISH LAPBOARD SIDING, ROOF FORMLINER STAND & SEAM. 3. INTERIOR & EXTERIOR PAINT - LOXON CONDITIONER / PRIMER , FINISH COATS DURACRAFT BY SHERWIN WILLIAMS Digitally signed by MICHAEL THOMPSON T Reason: This item has been electronically signed & sealed ucEnsE' No.11 , by Michael A. Thompson using a digital signature. * J* RTAM OF y Opt�.`r Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Date: 2019.03.01 08:0920 -05'00' FOR IANCE LINTY SOCC KGB FILE copy A1.00 LV10 r.nraiDUALY l.V1VL.1CC1C FRONT ELEVATION Oigitallysigned by MICHAEL .r T-IOMPSON Reason:This item has been ucwss electronically signed & sealed by No.4/50S Michael A. Thompson using * �* digital signature. Printed copies of DTATN OF this document a renotconsidered ,p'ORtO signed and sealed and the 1, signature must be verified on any electronic copier Date:2019.03A1 0&U903 -05'W -- - - -- - - -16- --- - --- --- -- I 1 —ESE. � I � ® I® I I I I i I I I I 1 11 i i� 1 i LEFT ELEVATION ------------- I l ® I � IT ® I ® I 3" I I I I I I I it I II I i � NOTE: LOXON CONDITIONER/PRIMER BYSHERWIN WILLIAMS A24-1100 SERIES COLOR TBD RIGHT ELEVATION REVIEWED FOR CODE COMPLIANCE STe LUCIE COUNTY BOCC NOTE' EXTERIOR FINISH= LAP BOARD SIDING ROOF STAND & SEAM �y4 k NM DRA KGB 15511E DATE 1/24/19 SHEET A2.01 -© 2016 LEESBURG CONCRETE INCORPORATED a Digitally signed by MICHAEL THOMPSON Reason: This item has been u electronically signed & sealed a }fLICENSE _• by Michael A. Thompson o i xausing a digital signature. * j* Printed copies of this STATE DF M r L document are not considered '¢g�<Dp�O?�•� -" < signed and sealed and the signature must be verified on m � any electronic copies. Date: 2019.03.01 08:09:45 m J z z LL 34'-10%2' 3" 10'-2N 41 LEFT } T\BABY CHANGING I } } STATION I / \ i1 I I T 00 I � / j I i © jrl_ 116 0 • _ _ _ _ _ __ _ -Cr) I FUJI 9 000 BTU UJI 18,000 BTU UJI 12,000 BTU EVAPORATOR UNIT l EVAPORATOR UNIT EVAPORATOR UNIT - �' - - iYP G�PQCCE� - iYP 2 P�CCES - P-2�AGES ,c co I I N F� jj } I 1 © © © © © }I} © v © I 1 R T IE ®® C ABY CHANGING j j �-� j j ST. UC STATION RIGHT FLOOR PLAN \APPLY SIMPSON FX 523 CONSTRUCTION ADHESIVE (OR EQUAL) SUCH THAT ASSEMBLED COVERAGE IS 2" WIDE CONTINUOUS BETWEEN ALL MATING SURFACES - FLOOR, WALLS AND ROOF iFUJI 36,000 BT CONDENSER! TYP 2 PLACES WED FOR .IE COUNTY tOCC FILE COPY KGB SHErr NUPEXE UMN/ A3.01 LVIOL .O uRV I.VIVI.lCG1G O Digitally signed by MICHAEL a THOMPSON Reasom This Item has been electronically signed&sealed by - c n cc /fewv+se's f Ne.475f! Michael A. Thompson using * * digital signature. Printed copies of I� HyA7E OF _(! this document are not considered �OgTOp �+ signed and sealed and the �E signature must be verified on any elecopies Date:o,.201 2019.03A1 OBA456 -05'00' Z - i E J3 -j TA1� STATE STAMP M - m J in,-i1/„ iv-11W, 9,-11l/rr P1 WP2 1 N FP1 FP3 WP13 N T 1 00 I , WP11 uDO _N DO WP WP8 WP-- I - - -- - - --- - - - -- - - I WP9GO WP10 WP12 WP14 1:0 FP2 FP4 - LO LO 1 N R IE! Cc WP4 \APPLY SIMPSON FX 523 CONSTRUCTION ADHESIVE (OR EQUAL) SUCH THAT ASSEMBLED COVERAGE IS 2' WIDE CONTINUOUS BETWEEN ALL MATING SURFACES- FLOOR, WALLS AND ROOF FLOOR PANEL, PENETRATION & WALL PANEL LAYOUT WP6 VED FOR STa LUCIE COUNTY BOCC U ccO � 0 F a o� U W �a o� �co CQ '-1 G 0 a o a c� NIS D9A KGB 65UE h 1/24/19 A3.02 © 2016 LEES11 URU CUNCRl;1E 1NCURPURATED c Digitally signed by MICHAEL THOMPSON Reason: This item has been electronically signed & sealed a cexsE by Michael A. Thompson using o } a digital signature Printed * 3* copies of this document are not z }�S�TATE OF 1 considered signed and sealed 01 z and the signature must be t' t - L verified on any electronic d ' s copies. O m Date: 2019.03.01 08:10:10 U -05'00' J PM SJAMP t-UNIX STAMP C� 49'-0" in Lau P9 A U o� 0 E O U] � or" In m R 02� a NCE uUme NTY P. U DM -------------- KGB POST TENSIONING CABLES APPLY SIMPSON FX 523 CONSTRUCTION r-MME ADHESIVE (OR EQUAL)SUCH THAT 1/24/1B ASSEMBLED COVERAGE IS T WIDE p� BEPI SURFACES - FLOOR WALLS AND S BETWEEN ALL MATING I E ■ _ ®py rSIM N MAW - �cl A3.03 � 24'-6" 24'-6" 3�10'-4/2' 10'-4 2' 13'-3 2" 10'-5 2" � I I FP1 + � FP3 I � \I� I FP2 � � REVIEWED FO I � � M I gT, LUCIE � o I I BOA{ _r Zulu a 1n 013unv a.vivc.nc�c Digitally signed by MICHAEL THOMPSON T Reason: This item has been electronically signed & sealed •u BE" by Michael A. Thompson using �No. S a digital signature. Printed Tlr 1,i BTAT>: OF �oN1 �P copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Date: 2019.03.01 08:11:18 -05'00' I I I RP1 4 h � I I RP3 j 9° 44 Iffy RP2 � RP4 E CO � STf \APPLY SIMPSON FX 523 CONSTRUCTION ADHESIVE (OR EQUAL) SUCH THAT ASSEMBLED COVERAGE IS 2 WIDE NUOS BETWEEN ALL MATING ROOF WELD PLATE & POST TENSIONING PLAN SURF CESU FLOOR. WALLS AND ROOF VIEWED FOR COMPLIANCE ,UCIE�iCOUNTY BOCC `POST TENSIONING CABLES KGB 1/24/19 pS MNNUNiUa(9EV A3.04 © 2016 LEESB URG CONCRETE INCORPORATED e 0 4 6 O u z m, CHASE L LIGHT � u J INTERIOR INTERIOR LIGHT LIGHT SANITARY NAPKIN DISPOSAL GRAB BAR,12" MAX. 42" TYPrL o _ TOILET PAPER �® 63 rn 0) Q T HOLDE a CV LICENSES.. F No. 60 s is STATE OF - Oil A AIALE� TRANSVERSE SECTION Digitally signed by MICHAEL THOMPSON Reason: This item has been electronically signed &sealed by C Michael A. Thompson using a digital signature. Printed copies of this a document are not considered signed F and sealed and the signature must be p in verified on any electronic copies. I W Z Date: 2019.03.0108:11:51-05'00' a W as O Iii ion CQ -4 a c�i nr W KGB 10, FILE `pyp 1/24/19 p S wNUum TRANSVERSE SECTION A4.01 UJI HVAC EVAPORATOR UNIT TYP 6 PLACES ADATILTMIRROR Pro ❑ - - - TYP 4 PL V LL b REVIEWED CODE �� L � FOR ® NC GFCI O 2016 LEESBURG CONCRETE INCORPORATED Digitally signed by MICHAEL w THOMPSON Reason:This item has been < o i [ IJCEN E t k electronically signed & sealed by Michael A. Thompson using a digital signature. Printed o f No. ** 4 F �..o copies of this document are not considered signed and sealed and the signature must -- LI 3 a ALE be verified on any electronic d I copies. m u Date: 2019.03.01 08:1232 -G5'GG' m J ENG STAMPSTATE STAMP LEFT ®� O I A EF -------------------- Ci W Of Q Q re U �E (]y C EFrz CO Li M CO D FOR 0 MpLIANC 9 COUNTY CC to KGB RIGHT ISSUE DAN FILE COPY COPY ELECTRICAL, PLAN MUM9 SHEETHw�9rn/ N E1.M01 I I PP GFI I 3I I HD GFI ^ _ F I REVIE I CODE C T. LU � ARD L15CJ13UKL7 L;U1NLF.P-1C Digitally signed by MICHAEL THOMPSON Reason:This item has been electronically signed & sealed by Michael A.Thompson using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verged on any electronic copies. Date: 2019.03.01 08:1250 -05'00' EQUIPMENT CONNECTION SCHEDULE LABELkDESCRIMION MAKE MODEL FlA LOCATION VOLTAGE PHASE CITY WH RHEDM RTE%J6 33 CHASE 240/1PH 2 WC WATER OASIS PGBACSL 4.4 FRONT PORCH120/7PH 1 EFFANTECH 44860 12 BATHROOMS 120NPH 6 Act FUJITSU AOU36RLXFZI 20.3 REARWALL 24011PHAC2 FUJITSU ASU18RLF .34 CHASE 240/1PH 1 ADS HVAC EVAP2 RE2 ASUI2RLF1 20 CHASE 240Y1PH 1 AC4 HVAC EVAP3 FUJITSU ASU9RLF1 .16 CHASE 240/1PH 1 NOTES: LIGHTING LEGEND EQUIP. LAMPS FIXTURE TAG SYMBOL DESCRIPTION MANUFACTURER CATALOG NO. CITY. DESC. WATT VOLTAGE O Q WALL MOUNTED48-LIGHT LED SIMKAR EN21ED-0RFA-FESL-40411 12 RFA 56 120V FIXTURE OB WALL MOUNT LED LIGHT EVERSTONE S33WTL9SN 5 `MEoR 60 TROY FIXTURE POWER LEGEND SYMBOL DESCRIPTION W DUPLEX RECEPTACLE qpOF GROUND FAULT DUPLEX RECEPTACLE SINGLE POLE SWITCH R DOUBLE POLE SWITCH MOTION SENSOR SWITCH_ PANELBOARDS SYMBOL DESCRIPTION SURFACE -MOUNTED PANELBOARDS ...... !l �JH "Pik% 1: 111'. 9 1 1; 1 �- ONAA VIED 9R EEEDOEHdC A� PANEL DESIGNATION: PPL "MILE) SERVICE: IN 1 21 LOCATION: CHASE MAIN: 2DO AMP BREAKER DESCRIPTION RTE CIRCUIT AMP VA VA AMP CIRCU RTG DESCRIPTION WATER HEATER 40 1 4500 37.5 2 40 WATER HEATER 40 3 4500 37.5 4 40 HVAC COND #1=1 20 5 40.8 .34 6 20 HVAC EVAP #1-2 zo 7 40.8 as 8 zo HVAC EVAPtt2-1 20 9 $.3440.8 24 20 10 20 EVAP #2-2 20 11 24 20 12 26HVAC EVAP #3-1 z0 13 19.2 .15 14 20HVAC HVAC EVAP W3-2 20 15 19.2 A6 16 20 HVAC COND #1-1 20 17 .16 192 1224 102 18 20 HVAC GONG 01-2 20 19 .06 19.2 1224 10.2 20 20 LIGHTS 8 EXHAUST FANS 20 21 132 1535 52B 4.4 22 20 WATER COOLER CHASEGFI 20 23 12 144 1200 10 24 20 LEFT SIDE BATHROOM GFl RIGHT SIDE BATHROOM GFI 20 25 10 1200 300 2.5 26 20 EXTERIOR LIGHTS SPARE - 27 - - - - 28 - SPARE SPARE - 29 - - - - 30 - SPARE SPARE - 31 - - - - 32 - SPARE SPARE - 33 - - - 34 - SPARE SPARE - 35 - A13476 - - 36 - SPARE TOTAL VA/ LEG 12.048 TOTALVA 25524 FULL LOAD PANELAMPS - 212.7X 80%=170 AMPS 1BR3636BC200 - 36 CIRCUIT/ 200 AMP PANEL III " IYA WnW �EIi40t nwmm SERVICE GROUNDING DETAIL GROUNDING N FINAL CONNECTIONS BY OTHERS 111M IESU'iF110 1111= FIFE 1. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, NFPA 70 - THE NATIONAL ELECTRICAL CODE (NEC) 2011. 2. WIRING SR4LL BE W CONDUIT, MINIMUM SIZE 1127 OR AS REQUIRED FOR CONDUCTOR NUMBER AND SIZE. USE ELECTRIC MDALUC TUBING. WHERE PVC CONDUIT WILL BE EXPOSED ON EXTERIOR, USE SCHEDULE 80. USE RFMIBIE CONCUR FOR IM4L EQUIPMENT CONNECTIONS. 3. CONDUITS AND CABLE PASSING THRU FIRE RATED CONSTRUCTION SHALL NOT LESSEN THE RATING OF THE CONSTRUCTION. CONDUITS PENETRATING EXTERIOR WALLS SHALL BE COMPLETELY WATERTIGHT. 4. SUPPORT CONDUIT AND CABLE DIRECTLY FROM THE BUILDING STRUCTURE AS PER NATIONAL ELECTRIC CODE (NEC) REQUIREMENTS. 5. CONDUCTORS SHALL BE COPPER, MINIMUM SIZE NO 12 AWG OR AS REQUIRED FOR CIRCUIT. COLOR CODE IN ACCORDANCE WITH THE NEC. CONDUCTOR INSULATION SHALL BE TYPE THHN/TMYN. 6. BOXES SHALL BE SHEET SIEFL TYPE SIZED FOR NUMBER OF CONDUCTORS, FITTINGS AND DEVICES IN ACCORDANCE WITH CODE COORDINATE PLACEMENT OF BOXES W AND AROUND CASEWORK, KNEE SPACES, LAVATORIES AND OTHER EQUIPMENT TO AVOID CONFUCTS WITH MIRRORS AND OTHER APPURTENANCES REFER TO ARCHITECTURAL DRAWINGS. LOCATE UGHDNG CONTROL STITCHES ON STRIKE SIDE OF DOOR FIELD VERIFY FINAL DOOR SWINGS. BOXES CAST IN CONCRETE SHAH BE CAST IN PLACE GRADE BOXES AND SHALL BE CAST FLUSH WITH THE WALL SURFACE 7. WIRING DEVICES SNAIL BE 20 AMPERE SPECIFICATION GRACE TYPE COVERPIATES SHALL BE HIGH -IMPACT PLASTIC OR NYLON. FINAL COLOR OF WIRING DEVICES AND COVERPLATES SHALL BE APPROVED BY THE OWNER AND ARCHITECT. E. OWNER NOTIFY POWER COMPANY AND ARRANGE FOR SERVICE. LABOR AND MATERIALS NOT COVERED BY THE POWER COMPANY SHALL BE PAID BY THE OWNER. 9. PANELBOARDS SHALL HAVE MAXIMUM 20' WIDE LOCAKABLL CABINETS AND COPPER BUS BARS. PANELS SHALL BE FULLY RATED OR HAVE A UL USFED SERIES CONNECTED RATING OF A MINIMUM 22,ODO AID. IF THE ACTUAL AVAILABLE FAULT CURRENT EXCEEDS THE 22,000. CONTACT ENGINEER OF RECORD IMMEDIATELY FOR DIRECTION ON HOW TO PROCEED. PANEL BOARD SHALL HAVE A MINIMUM 20% SPA] CAPACITY UPON COMPIENON OF PROJECT. OBTAIN FAULT CURRENT VERIFICATION LETTER FROM POWER COMPANY AND PROVIDE COPIES TO ARCHITECT, ENGINEER AND LOCAL AUTHORITY RAVING JUFUSUCDON. 10. OWNER PROVIDE GROUNDING SYSTEM AS PER NEC ARTICLE 250 REOUIREMENIS. 11. OWNER OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED FOR WORK 12. DRAWINGS INDICATE DESIGN BASED EQUIPMENT. VERIFY EXACT LOCATOR. CHARACTERISTICS AND CONFIGURATION OF CONNECTIONS REQUIRED FOR OWNER FURNISHED EOUPUENT AND EQUIPMENT SPECIFIED UNDER OTHER DIVISIONS. IF ALTERNATE EQUIPMENT IS USED PROVIDE PROPER OVERCURRENT PROTECnON, DEVIL AND CIRCUIT REQUIRED. EQUIVALENT EQUIPMENT TO THAT SPECIFIED MAY BE SUBSITTUTED, HOWEVER, THE CONTRACTOR SHALL MAKE ANY ADJUSTMENTS AND CHANGES REQUIRED TO ACCOMMODATE THE SUBSTITUTIONS AT NO COST TO THE OWNER. OOKFFACTOR SHALL GUARANTEE EQUIVALENCE OF SUBSTITUTED EQUIPMENT. 13. PROVIDE SHOP DRAWNGS. OPERATIONS AND MAINTENANCE MANUALS AND MAINTAIN RECORD DRAWINGS PER THE REQUIREMENTS OF THE ARCHITECT. REVIEWED FOR CODE COMPLIANCE STa LUCIE COUNTY BOCC FILE �UI�Y P A SCALE HIS KGB E DA 1/24/19 SW �KUWBFA/ j . E1.02 ZU10 LCCJtl VKV L.VINL.KCIC Digitally signed by MICHAELTHOMPSON Reason: This item has been electronically signed & sealed by Michael A.THompson using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Date: 2019.03.01 08:13.V -05'00' 2' CW BE W/BALL WATER HAMMER W/ BALL VALVE HOSE BIBB\ 0 NGM WATER PLAN -TYrR—Rf LEi EaJ Eaj I !! ,!!s !! g V' 1I I �0� �IOMNSEWCE HB HB HB URINAL URINAL URINAL URINAL W1 W1 W1 W1 \} L7 L7 L7 L7____- >3" cw } HB J1 HB }•IM' .J J J Lt L1 L1 L1 W1 W1 W1 W1 W1 W1 W1 W1 RlG SANITARY PLAN d'OS .DN FORCONNECTION y0 S . SERVICE N Jiff, 2- V HEADER 2' V HEADER 2' V HEADER *N TTTT-1-1 TT-r-TT-r-T�T-f�-I-� ,}• COI PLUMBING DETAILS rO REVIEWED FOR CODE COMPLIANCE STo LUCIE COUNTY ROCC �U m SCALE KGB RO Pi PM.MAM 01 LUIO Lr±CNJJLJNU L:VIVL.J(l;NL Y Digitally signed by MICHAEL THOMPSON Reason: This item has been electronically signed & sealed by Michael A. Thompson using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Date: 2019.03.01 08:1321 -05'00' PLUMBING SPECIFICATIONS 1. GENERAL 1.1 DESCRIPTION OF WORK: A. ALL FIXTURES, EQUIPMENT, ACCESSORIES, MATERIALS, AND LABOR REWIRED TO PROVIDE COMPLETE, COORDINATED, MID FULLY FUNCTIONAL. PLUMBING SYSTEMS GENERALLY AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. 1. SANITARY SEWER/VENT 2. DOMESTIC WATER 1.2 RELATED DOCUMENTS: A. THE REQUIREMENTS OF THE CML. ARCHITECTURAL, STRUCTURAL. AND ELECTRICAL DRAWINGS AND SPECIFICATIONS SHALL APPLY TO AND BE CONSIDERED A PART OF THE PLUMBING WORK IN —SO —FAR AS THEY APPLY TO THE PLUMBING WORK AND ARE REQUIRED FOR COORDINATION. 1.3 JOB CONDITIONS: A. DUE TO THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS AND ACCESSORIES WHICH MAY BE REQUIRED TO PROVIDE A COMPLETE INSTALLATION OF THE WORK DESCRIBED AND INDICATED. B. PROVIDE FITTINGS, OFFSETS, TRANSITIONS, AND ACCESSORIES REWIRED TO MEET CONDITIONS OF THE PROJECT. C. PROVIDE SERVICE ACCESS FOR EQUIPMENT, CONTROL COMPONENTS, VALVES, AND SPECIALTIES. D. PROVIDE ACCESS PANES FOR VALVES, ACCESS DOORS, ETC. CONCEALED BEHIND FINISHED SURFACES. 1.4 CONFORMANCE TO REGULATIONS: A. WORK SHALL CONFORM WITH THE CURRENT FLORIDA STATE RED. FOR EDUCATION FACILITIES 1.5 QUALITY ASSURANCE: A. COMPLY W17H MANUFACTURER'S REQUIREMENTS AND NOTES AND DETAILS SHOWN HEREIN FOR INSTALLATION OF EQUIPMENT. 1.6 MATERIALS AND EQUIPMENT: A. EQUIPMENT PROVIDED FOR THIS PROJECT SHALL BE EQUIVALENT TO PRODUCTS SPECIFIED. B. CONTRACTOR SHALL GUARANTEE EQUIVALENCE AND IS RESPONSIBLE FOR MODIFICATIONS REWIRED AND COORDINATION WITH OTHER TRADES TO FIT SUBSTRREO PRODUCT INTO THE PROJECT. C. MATERIALS AND EQUIPMENT OF THE SAME TYPE AND USE SHALL BE FROM A SINGLE MANUFACTURER. D. PROTECT STORED MATERIALS AND EQUIPMENT FROM WEATHER. 1.7 UTILITIES AND CONNECTIONS A. OWNER WILL PAY FOR ALL WATER AND SEWER UTILITY CONNECTION FEES. B. COORDINATE CONNECTIONS WITH SITE UTILITY DRAWINGS. WORK TO LOCATIONS AND INVERTS INDICATED ON SITE DRAWINGS. PROVIDE TRANSITIONS IN SIZE AND MATERIAL AT POINT OF CONNECTION. 1.6 SUBMITTALS: A. SUBMIT SHOP DRAWINGS AND PRODUCT DATA FOR FIXTURES AND EQUIPMENT SPECIFIED HEREIN AND ON THE DRAWINGS. SHOP DRAWINGS AND PRODUCT DATA SHALL BE wifriFIED PER INDICATIONS ON DRAWINGS, SHALL BE MARKED TO INDICATED SPECIFIC ITEM BE PROPOSED, AND SHALL BE ORGANIZED IN AN ORDERLY MANNER SUBMIT SHOP DRAWINGS ELECTRONICALLY IN PDF FORMAT. B. SUBMIT OPERATING AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT INSTALLED IN THIS PROJECT. INCLUDE COPIES OF SPECIFIC EQUIPMENT WARRANTIES IN MANUAL 1.9 PROJECT CLOSEOUT: A. REPLACE OR REPAIR DAMAGED EQUIPMENT AND CLEAN ALL EXPOSED SURFACES. B. TOUCH—UP SHOP APPUED FINISHES TO RESTORE DAMAGED OR SOILED ARRAS. C. INSTRUCT OWNER'S REPRESENTATIVE IN OPERATION AND MAINTENANCE OF EQUIPMENT. 2. PRODUCTS 2.1 PIPING SYSTEMS: A. DOMESTIC WATER PIPING — COPPER TYPE 'L7 SOLDERED FITTINGS B. SANITARY DRAINAGE — SCHEDULE 40 PVC WITH SOLVENT WELD FITTINGS. C. VENT PIPING — SCHEDULE 40 PVC W/ SOLVENT WELD FITTINGS. LEGEND ABBREVIATIONS AFC ABOVE FINISHED GRADE SOIL OR WASTE PIPING VTR VENT THRU ROOF — — — VENT PIPING EWN ELECTRIC WATER HEATER --- COLD WATER PIPING CW COLD WATER --- HOT WATER PIPING HW HOT WATER -TW- TEMPERED WATER TW TEMPERED WATER — — BALL OR GATE VALVE ON DOWN b CHECK VALVE WC WATER CLOSET DROP IN PIPING UR URINAL 0 SHOCK ARRESTOR LAV LAVATORY ID FLOOR DRAIN PLUMBING FIXTURE SCHEDULE FR. MODEL N0. DESCRIPTION W V CW HW TUTS FIXTURE FITTINGS ACCESS. KOHLER SLOAN ACCESSIBLE FLUSH WHEEL CHAIR ACCESSIBLE SERIES 900 Vill VALVE WATER CLOS. 3 1.5 1 -- KOHLER K-4352 FULHOMETEa 1.2 3690.01 17' HEIGHT (FLOOR MOUNT) L1 ACCESSIBLE WALL 1.5 1.5 1 2 / 1 2 / KOHLER-4991 MVP AUCETS SINGLE LEVER H & C 1.2 HUNG LAVATORY K-4991 410—E2805ABCP SA WATER HAMMER __ — X __ WADE ARRESTOR SHOKSTOPS FD FLOOR DRAIN 3 1.5 __ __ WADE TRAP PRIMER 1103STDG-27 ON SITE BY OTHERS U1 URINAL 2 1 1/21 1/2 __ KOHLER K-4991—ET EWH E].EC. WATER HEATER -- -- 3/4 3/4 RHEEM RTEX-36 18000 WATTS 240V BIBB HOSE BIBB 2 1 1/2 NOTES: 1, INSTALL FIXTURES IN ACCORDANCE 4. SIZE PER MANUFACTURER'S RECOMMENDATIONS WITH APPLICABLE STANDARDS FOR NUMBER OF FIXTURES SERVED. 2. PROVIDE PROPER ACCESSORIES FOR 6. TRAP PRIMER IS TO BE INSTALLED ON SITE BY OTHERS WALL THICKNESS & CONSTRUCTION. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC U O O E BY KGB P M MR P 1.02 J_ ll Zulu LDDJDVICV l.V1Vl-1lGlE ANWIUIVAAIMC p WELDED CONNECTIONS 6 G �a 4• r o 2 4': ..•< %s" 3" , b .. � s .� . SCAB PLATE GAP BETWEEN 3/8" CONT. • .. ' • a: ' �:' ' '. • ' ` n • 'n • PLATES 3/,s" 3" 3/8" CONT. � SEALANT BEAD, %6" 3" SEALANT BEAD, EXT, TYP SCAB PLATE " a• e ,.� : 'v e ° EXT TYP IF GAP IS PRESENT .... .. .. . USE SCAB PLATE IF THERE IS A GAP BETWEEN WELD PLATES ' " • w USE SCAB PLATE IF THERE IS NON -SHRINK ' GROUT use sc B PLATE IF THERE IS A GAP BETWEEN WELD PLATES - MID PANEL - A GAP BETWEEN WELD PLATES - MID PAN EL - - PANEL - FLOOR -WALL DETAIL I WALL -WALL DETAIL ROOF - WALL DETAIL roof o Ktapered rn A Digitally signed by MICHAEL THOMPSON C7 Reason: This item has been 7 electronically signed & sealed ucsE• by Michael A. Thompson using 4• ,_ ! Mn. a digital signature. Printed * i* copies of this document are 0, OF not considered signed and <ORt04' sealed and the signature must • '� A6E be verified on any electronic 3 copies. Date:2019.03.01 08:13:34 /6' • �:� •• .,. E-I -05,00' ' y . P(Q STAMP STATE SrAMP { WEDFOR 3" s b ' D �JC9" 17Y'A NON -SHRINK M CO CQ "'I16 a NON -SHRINK ° USE SCAB PLATE GROUT E��A 10 GROUT R Y4"x4"xO' 4" IF HERE IS A GAP BETWEEN WELD PLATES `r I I USES AB PLATE IF THERE IS a O • ". �•..::..' . '< CORNER PANEL - A GAP BETWEEN WELD PLATES -CORNER PANEL %' U . ° :: FLOOR -WALL DETAIL u ROOF -WALL DETAIL "� J1 j tapered roofk KGO WALL -WALL DETAIL FILE COPY 1/24/19 L SHUTMUUM A5.01 Zulu L1 1013vIIV 1 V1Vl.I 113 FLUSH FINISH PT CABLE • SIKA FLEX IA SEALENT OR EQUAL. OVERHEAD FROM INTERIOR OF BLDG SIKA-FLEX IA SEALENT OR EQUAL NON SHRINK GROUT - KEYWAY- ROOF -JOINT DETAIL FLUSH FINISH SIKA-FLEX IA SEALENT OR EQUAL PT CABLE NON SHRINK GROUT 5000PSI .�. aAY-'e 1 SIKA FA IA SEALENT OR EQUAL. - KEYWAY - Digitally signed by MICHAEL THOMPSON Reason: This item has been electronically signed & sealed by Michael A. Thompson using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Date. 2019.03.01 08:13:48 -05.00, A" 4 w STEEL r •v. `PRECAST S LAYOUT WALL ELEVATION VARIES -MID PANEL - ROOF - WALL DETAIL �C gabled roof P ROOF - PEAK DETAIL gabled roof WELDED CONNECTIONS "SE`n° •I'—�fF- VARIES P.D. SEELAYOUT R -CORNER PANEL - PRECAST • • •� ROOF O 4N4k4" W/(2) J"O. HAS Wn•-0• SENT REBARry;3W. C -PARTITION PANEL - FILE (COPY IV O O U � � F O V] I c� ec C\2 4 a DRAWN BY KGB HIMIE DATE 1/24/19 SHEET Wtef� Pt� A5.02 Zulu LG O"URV l.V1Vl�RG1G MISALIGNED DNCRETE REMEDIAL CONNECTION DETAILS MISALIGNED CORRECT r- CORRECT OR ROUND PLUG SE DISTANCE BETWEEN ATES u Digitally signed by MICHAEL a THOMPSON Reason: This item has been electronically signed & sealed En'sE r by Michael A. Thompson using HO ( a digital signature. Printed ¢ _ ¢ G , o * * copies of this document are ^ :A not considered signed and I OB70 c" sealed and the signature must two be verified on any electronic copies. Date: 2019.03.0108:14.01 -05,00, y 0 �' z 7• n m I Y m o m J U 0 E ,a . •a. . •a.`: .a, ' •' W � p'-r Ufa . .. REVI E F R O me] CODE CO I NICE S LU NTY C G RECESSED PLATES MISS ALIGNED PLUG TO FILL DISTANCE GAP MISSING WELD PLATE g 1. EXCAVATE AREA FOR PLATE ALLOWING FOR RECESS .- 1. CUT OUT CONCRETE ALLOWING FOR RECESS 2. DRILL HOLES FOR STUDS 3. EPDXY PLATE (A36) IN POSITION 4. PATCH AROUND PLATE (APPROPRIATE MIX) 5. PAINT WELD WITH GALVANIZE PAINT 6. PATCH OVER WELDED PLATE 2. DRILL HOLES FOR STUDS L Nis 1 3. EPDXY PLATE (A36) IN POSITION 4. PATCH AROUND PLATE WITH APPROPRIATE MIX ICDH 5. PAINT WELD WITH GALVANIZE PAINT �o 6. PATCH OVER WELDED PLATE FILE COOP 1/u/tg SHEET HUMI3ER/ PIECE W1HK A5.03 C9LUl SLM-ML19�13RVWL"0� 9A FOUNDATION REQUIREMENTS FOR TRANSPORTABLE PRECAST CONCRETE BUILDINGS BUILDING DESIGN TRANSPORTABLE PRECAST CONCRETE BUILDINGS HAVE BEEN DESIGNEDTO ELIMINATETHE NEED FOR FOUNDATIONS OR FOOTINGS FORVIRTUALLY ALL INSTALLATIONS. THE BUILT-IN FLOOR OF THE BUILDINGS ARE DESIGNED FOR USE ON FLOATING FOUNDATIONS COMPRISED OF 4"-6" OF CRUSHED STONE OR SAND. THIS DESIGN, AND THE USE OF APPROPRIATE FLOATING FOUNDATIONS OF STONE OR SAND, HAVE PROVEN TO BE EFFECTIVE AND PROBLEM FREE IN THE FIELD FOR A WIDE VARIETY OF INSTALLATIONS. THE EFFECTIVENESS OF THE DESIGN HAS NOT BEEN ADVERSELY AFFECTED BYTHE SIZE OF THE BUILDING. CAVEATS THE FLOATING FOUNDATION OF CRUSHED STONE OR SAND SHOULD BE PLACED ON A WELL -DRAINED AND GRADED AREA, TO PRECLUDE THE RETENTION OF STANDING WATER. ON A WELL -DRAINED AND PROPERLY GRADED SITE, ANY GROUNDSWELL SHOULD BE MINIMAL AND LINEAR, WITH NO DAMAGE TO THE BUILDING OR ITS CONTENTS. IT IS IMPORTANT TO NOTE THAT THE DESIGN OF THE BUILDING ENABLES THE TRANSPORTATION OF THE BUILDING, WHICH MAXIMIZES THE FLEXIBILITY AND LONG-TERM USEFULNESS OF THE STRUCTURE. FURTHERMORE,THE ELIMINATION OF FOUNDATIONS AND FOOTINGS MINIMIZES THE IMPACT ON, AND DAMAGE TO, THE ENVIRONMENT OF THE BUILDING SITE. THE USE OF STANDARD FOUNDATIONS OR FOOTINGS WOULD COUNTER SOME OF THE SIGNIFICANT BENEFITS, WHICH CAN BE ACHIEVED BY INSTALLING TRANSPORTABLE BUILDINGS. IN THOSE AREAS WHERE LOCAL BUILDING CODES MAY NOT ACCOMMODATE THE USE OF A FLOATING FOUNDATION FOR AN TRANSPORTABLE BUILDING, A VARIANCE TO SUCH CODES MAY BE AVAILABLE. SITE PREPARATION REQUIREMENTS (MANUFACTURER'S RECOMMENDATION) A. BUILDING SHALL BEAR FULLY ON A CRUSHED STONE BASE THAT IS AT LEAST TWO FEET LARGER THAN THE LENGTH AND WIDTH OF BUILDING. - - B. STONE SHALL BEA MINIMUM OF 4"THICK OR DOWN TO FIRM SUBGRADE. THE VERTICAL SOIL CAPACITY UNDER STONE SHALL BE COMPACTED TO HAVE MINIMUM BEARING OF 1,500 POUNDS PER SQUARE FOOT. STONE SHALL BE 3/8" OR SMALLER AND MUST BE SCREEDED LEVEL WITHIN 1/4" IN BOTH DIRECTIONS. STONE SHALL BE PLACED WITHIN A PERIMETER FORM WITH FLAT AND LEVEL TOP EDGE FOR SCREEDING. FORMING MATERIAL SHALL REMAIN AROUND STONE UNTIL AFTER THE BUILDING IS SET. C. THE CRUSHED STONE BASE SHALL BE KEPT WITHIN THE CONFINES OF THE SOIL OR PERIMETER FORM. DO NOT ALLOW THE BASE TO BECOME UNCONFINED SO THAT IT MAY WASH, ERODE, OR OTHERWISE BE UNDERMINED. OR IF BUILDING IS PLACED ON PAVEMENT OR A CONCRETE SLAB, SUBSTRATE BELOW PAVEMENT OR SLAB MUST HAVE A VERTICAL SOIL CAPACITY OF 1,500 POUNDS PER SQUARE FOOT. PLACE STONE OR SAND TO 1"ABOVE HIGHEST POINT OF AREA WHERE BUILDING WILL BE PLACED AND AT LEAST 1'-0" WIDE ALL AROUND THE BUILDING FOOTPRINT. RETAIN STONE OR SAND WITH A PERIMETER FORM TO PREVENTTHE MATERIAL FROM WASHING OUT. D. PROVIDE POSITIVE DRAINAGE FOR THE FILL, PAD, OR SLAB AS REQUIRED. ACCESS A. CONTRACTOR MUST PROVIDE LEVEL UNOBSTRUCTED AREA LARGE ENOUGH FOR A CRANE AND A TRACTOR -TRAILER TO PARK ADJACENTTO THE PAD. CRANE MUST BE ABLE TO PLACE OUTRIGGERS WITHIN 5'-0" OF EDGE OF PAD AND TRUCK AND CRANE MUST BE ABLE TO GET SIDE BY SIDE UNDER THEIR OWN POWER. NO OVERHEAD LINES MAY BE WITHIN 75' RADIUS OF CENTER OF PAD. A MINIMUM OF 24" CLEARANCE IS REQUIRED BETWEEN THIS BUILDING AND ADJACENT BUILDINGS. it l 11 II II 11 Iws7nu�nav aciWs +r - r-r Perimeter Form "`W"G Gompacted 5ubgrade SITE PREPARATION SCALE: N.T.S. Digitally signed by MICHAEL THOMPSON Reason: This item has been electronically signed& by Michael A. Thompson using a digital dosealed signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Date: 2019.03.01 08:14:14 -05,00, TRANSMON FROM G':A➢E TO RIM 111111; II11.57 GF ADA CClafiJA21T 4- r0 0` s1AC DA3[ REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY ROCC t W 0 0 Eat o v� CQ I � m Vw] o � "aQ '4 i a a DP ABV KGB ISSUE DATE 1/24/19 A6.01 Zulu "IIJDVIIV l UIN . Jz Digitally signed by MICHAELTHOMPSON Reason: This Item has been electronically signed & sealed by Michael A. ucaxss Thompson using a digital * xa f*!WI * signature. Printed copies of sraTc or this document are not 'Zoasop considered signed and sealed and the signature must be verified on any electraniccopies. Date: 2019.03.01 08:1459 -05'00' 5.0 Building Production 5.10 STRESSING PROCEDURES For Roofs and Floors - Model 1012 &1220 1. Remove form rails. Verify concrete strength with Schmidt Hammer or cylinder breaks. Concrete shall be a minimum of 3,750 PSI before cable can be stressed. 2. Remove recessed plastic pocket —formers at the post —tensioning anchor 3. Remove the plastic sheath from the strand all the way from the base of the anchor to the end of the strand. Clean off grease from exposed portion of cable. Use a suitable solvent. Never heat or use flame on the cable. 4. Insure that the tapered holes in the anchors are cleaned and free of any debris or cement paste, which might interfere with proper wedge seating. 5.Install wedge sets around the strand at each anchor. Press the wedges in with the fingers evenly. Tap wedges in securely. Make sure the ends of the wedges are even with each other so that the stress will be evenly distributed over the wires of the strand. 6. Slide the wedge —setter over the cable and place against the wedges installed inthe cast —in anchors (see drawing #1 on sheet A1.08). 7. Install the temporary reusable anchor on the strand. The plates of the jack will push against this anchor to elongate and, therefore, stress the strand. Set the temporary stressing anchor approximately_5" beyond the rear of the wedge —setter (see Drawing #1 on A1.08). 8. Install the plates of the twin ram stressing jack over the strand between the wedge —setter and the reusable stressing anchor. 9. Standing back from the jack, using a remote switch for the pump, stress the strands until the pump pressure gauge indicates a pressure listed on the calibration chart of your stressing pump, that corresponds to 33 K required tension on the %" cable. Whenever stressing be sure to observe safety precautions and operator positioning in anticipation of unexpected failures. NOTE: As a double—check to insure proper elongation of the strand, measure the distance the jack has stretched the cable. This dimension should be in accordance with the following formula: Length of total cable x .0795 = the length of cable elongation. 10. Release pump pressure slowly and remove the jacking system and temporary stressing anchor. Your post release tension on the cable will be 28.5 K. 11. Repeat stressing operation at other end of cable. To insure that cable is fully tensioned. Line friction may result in lower stress of total length of cable if this procedure is not done. 12. Release pump pressure slowly and remove jack system and temporary anchor. 12. Cut off strand tails at 1" from the wedge and pack the holes with permanent grout. SAFETY INSTRUCTIONS: NOTE: Stressing units are calibrated against load cells to determine the gauge pressures for a particular unit which will produce the desired engineering force. Gauge pressure versus actual load calibration should be checked every six months against a load cell. The sample table on A1.08 lists the current equipment in service. Never use equipment which has not been tested in the last 6 months. The Quality Control Department has the responsibility to insure the stressing unit is calibrated semi—annually. See the following sample calibration chart A1.08. The calibration chart of your stressing jack is likely to vary from the sample table on A1.08. ROOF AND FLOOR POST —TENSIONING Stressing System Safety Instructions This equipment is designed and built to provide safety during equipment operation. It must be operated and maintained by personnel who are trained in and follow safe procedures. Since the forces involved in tendon stressing are in the order of 33 to 46 kips, it is obvious that failure from any cause could be damaging to personnel and property. Accordingly, stressing equipment operators are expected to observe all applicable safety precautions including the following: 1. Before activating the pump, visually check all elostomeric tubing for nicks, cracks, or other damage and repair or replace if required. 2. See that all tubing joints are tightly connected. 3. Be sure that pump is supported in a stable manner and positioned to avoid strain on connection lines. 4. Be sure that protective dunnage and appropriate safety barriers are erected to protect the operator and any others in the area. 5. Observe the gauge pressure that will develop the required tensile force as marked on the tag attached to the pump. Locate this reading on gauge face. 6. Be certain that tensioning twin —rams are positively engaged and correctly aligned. 7. Activate pump and observe gauge. If pressure does not build up promptly, check system for leakage and make sure that anchors and wedges on both ends of the POLYSTRANDO tendons are properly engaged. When pressure reaches approximately 1000 PSI, stop and check for alignment. Make sure that the strand is at the top of the slot provided in the tension jack cylinder connector plates. 8. Continue pumping until final pressure is attained. When stressing long tendons, multiple strokes and resetting the temporary anchor will be required. — — CAUTION — — pressure will build extremely fast if rams are fully extended. Monitor ram extension and gauge readings continuously. 9. When the correct force has been applied to the tendon, stop the pump motor and release the pressure on the pack by opening the hydraulic valve. 10. Use care in moving and storing equipment to insure that gauge and tubing are not damaged. 11. Observe site rules pertaining to frequency of gauge calibratiorFILE COPY FNM KGB 1/24/19 5 A� A6.02 o a r a :�• �� v i� �•r'�w a� R F ]1 fr, RM .. .. - I • r • ILoad C&U Numiseriv �� 1✓.. I: I IrSAMPLE I u r iiir#r#,r1#iiirltri i�iir„# fi#ririii trarrirr•rirarrrrrr.�r�urrir. .::� .� r;.i:::iu'®�r•i:yyJ'':It'}"•r u#irrn•� �ry'7 ' �����I :::"::::i 8����I if it It 7.111 _ ii' r:it., >•rM i C r# rrp ri"s.■f■��ir■.ir�[rrti��rr# it##rS rirrY ■rr��� #r1 tit -#rriu� _ �. ri■ fill.ur rltrtrr# _ " riiu WIN ::C" ar-- r ----------- r r n r r i ■rri #: ■r#: ii !u #. i ii ■ ' iirrrC#r w' is ■1 :ir r■ :r � . ru1� u.�f^-■Mutt �IIIII irr ■u# ra ri_ u#ii i tilt#\ inrr uriri suuau u iiri u#u ir7i ::'rr� ii##ir ur III #r :r'iirriri`tiru�[r�i• r:rrs#r - - • i� 1 � 'r"ir� • D " �• ' . LIJ ODE '• —. — ■ryrirt •#-n# r rirrir E T. LUCIE COL_ uui#r#tu BOCC _ Actual ... !ter ��.'■,.����1 I f Col 2016 LEESEURG CONCRETE INCORPORA7M w Digitally signed by MICHAEL _ THOMPSON a T Reason: This item has been 'ucsr-' electronically signed&sealed by o 6 6 „urn Michael A. Thompson using a o digital signature. Printed copies 4 tTyA'iE OF �9r of this document are not RIOp .1't7 considered signed and sealed m z Al. and the signature must be verified on any electronic copies. JJ - i 0 0 Date: 2019.03.0108:1528-05'00' ® u m J ENO STAMP STATE STAMP 9 z a a O O O REVIEWED FOR c CODE COMPLIAN = o 4 SLAB ST. Lftq" N _�a E FP1-4 EA a g' RP1-4 17,100# EA d' p, WP1-4 9,400# EA c WP5-6 11,400# EA &� WP7-10 9,200# EA M co CQ WP11-12 3,600# EA -I WP13-14 1,900# EA a $ FILE®F � TOTAL 256,600 LB. O O O KGB of 1/24/19 SX%� U 6FA/ A7.01 Digitally signed by MICHAELTHOMPSON Reason: This item has been electronically signed & _! sealed by Michael A. r%ucENS :s Thompson using a digital No.4w 1 signature. Printed copies STATE OF * of this document are not (1) #4 X 18" LG .R T, considered signed and WELDABLE REBAR �° At sealed and the signature (GR.60) must be verified on any electronic copies. Date: 2019.03.01 08:15:43 -05'00' 00 c LO , (2) Y2"0 X 2" LG HAS N � (V r VIEWED FOR 1 „E,POMPLIANCE IE COUNTY 1y2" 3" 1y2 . 2" BOCC FILE COPY HARDWARE INFORMATION IIATEML FE(KAffM JOB NO: HARDWARE INFORMATION I AMA FEOMM JOB NO: JOB NAME: JOB NAME: 102 PART NUI®ER PAGE NUIER PAitr NUi®ER 102 H.01 101 Digitally signed by MICHAELTHOMPSON Reason: This item has 7 been electronically signed & sealed by Michael A. Thompson using a digital `* BrATE OF IRtOP signature. Printed copies of this document are not considered signed and LL sealed and the signature must be verified on any electronic copies. Date: 2019.03.01 08:1559 -05,00, HARDWARE INFORMATION I MATERK REMEMM I JOB NO: JOB NAME: PART NUILBER MK_NO J - Product Data Sheet i.�,`R'n`• Edition 5.13,2016 Sikafex-15 LM /- ra�nr.7•.v.nxn Sikaflex°-15 LM High-performance, low -modulus elastomeric sealant Description Skahox-15 LM is a lox -modulus, high-pCrfo nuance. 1- 119enent. pol umthano•based, namsag Basta made sealant. Mects FederatSPecitw-Ttiw,TTS-0023OC. Type IL Closs A;ASTM C920, Type S, OmdC NS,Gass 100150, use T,NT G.A.O. M; Federal SP fwatronfvsiliw-TT-S-WIS43A,Typono og, _.' Where to use IT Excegent for moving joints in vertical appEcations. IT Suitable far use behveen similar as VM9 as 6S.6rutaf materials, ■ Typical aPPIMUcns include idiots in concrete panel and wall systems, oround wlndmv and dew formes, regrets, tinning. Warrant me" dew, appleavons, eta '.. • Exceptbnii smfanl choice tw high-rise and facade app5aztionsvrhere high movement caps" 1s ..= regd od. - IT2. and 34mur UL Fire Rated Joint System Nos FF-S-0007,FF-S-0037, FW.S,0015. 1`11YS4018, HY,'-S- `""` w 0076. HVd-S-OCS5. WW-S.COtt and W W-S_0000. ■ An CifCCn io seaSat for me in ExteriorInsulation Finish Systems (FJFS}. c .. Advantages ■ LaemodulusofelasWy. z IT Easy and ready to use, a - ■ Eliminates 5mc, eHaf%waste, aria equipment dea,wp. '•` Is Cures to a durable, Oeaibte consistency. .- ■ Exceptional eW and few resistance; • S"SS relaxetica proponfes. IT ExodJentadnosion. r Bolls to most WnstnKtian materials wtJwut a ption, PalnlnWe vAM valor-, ad- and rubber based paiiR& ■ Escogint resistanw to agGg. V.eatharing.: -T x ■ Jctftxf resistmtl :.- ■ Provcn m tough chrurtos around dw ward. `. ■ Non -teaching. •f-"'r .. Capable of•t004'a r-50% joint mavement, -. IPackA9inB 10.1 ILdz(300 mq.20&=(591 mL),4,5 gal (17L)ina 5gal pail, 52 gal(197 Q in a 55 gal drum ¢' Tr+.rFlunwE.MaucnnoNUE}xoos;TCst rvan,00s. wcruu.sRE eonoR,ornuw Cuavie mnwrwRs: q shrir[W ia:A acrsrhpea u.mis+ seat p.,n 6�+sa+•fa S'.6c'-&a»c 6norss s<..N. eewuo.. ssrm+a`.}ss eme,vw,�,,..we ss }rF nau..u.ma ,am. r.»a,cmRcma.,ax,�an, rfy um.-�,�,.,raaione,m:r. c+NnTnn.OTa me..9-r.A�a. CaMa`��...wMmms .u.E�in a=am.R.e+om Tstxvdrva ceen,m s:are=wv,�..mna.�.'<t±�n..m,..p ,� AVW+liart Te.w,avn +o`r+TTa}Se>arrYur4y MP+TaaeG.fynnpazyn D.anQ. - _ -- m6taeLleirnrtmax, ( , sand. Ja'ro TNff+k'*+>`s-et �,y,�.�, Cunp Rate T+1lNM 2bsrw,[rt­1-VC2 q Tn'AtN WM9, J!roii _ Find. 7010 a "° "w sna.Lxve�... . . NSrTM Osseoift d.rnis. irut REVIEWED FOR :,aq , nsr.., ,Tswusrs.7 LnYY Yrepwfrs (ASTM Wi}) CODE COMPLIANCE m Ftb6onNMI(TTSOWNCt ruff ST. m SvEro-rb PaN dvMpA Adt•tionWu LUCIE COUNTY ssm. oat cuu, IIpp //��//�� cNra na. o* BOCC cono.m ma os _ -,-- n'emr,rms RN+„v�[. E,nr7u f CMni[Y Wullan<. O'vN lv roxR.r.0.#3O UY1.4Y6.ve0sua.T.Ns r.'n.Yr4f3Y emuxdlttaz. A, Rr�T FILES w a w W S Q NSTRUCT10N5 on THE PROtiticrs MOST CURRENT MODUCt DATA SHEET, PRODUCT LABEL AND 6AFETY OAT HEET INTUCH ARE AVAILABLE On' AT } P,ffU LM1COIN OR BY CA u SMXS TEg1KiCAL 6ER1nLE OE - ARTL'.EUTAT 600,931745 NOTWNG CONTAINED W AkY SIKA UATERIALS RELIEVES THE USER OF THE ODLMATIOt LY THE CUR tE TPROD SHEE,PRNUtCSANDD:STRUCPETYp CT DATA ENT PRODUCT DATA SHEET, pROnUCTLAeEL.Atd)SAFETY DATASNEET PRIOR TO PRODUCT USE ATASHESIKAPR000CTADUCT USE HARDWARE INFORMATION MATE FE(XM8ffM JOB NO: JOB NAME: PACE NUMBER PAU NUMBER H.04 MK_NO