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HomeMy WebLinkAboutRevision 12-11-14OFFICE USE ONLY: DATE FILED: REVISION FEE: PERMIT # 1408-0010 RECEIPT # 1. LOCATION/SITE ADDRESS: 6501 S Ocean Drive Jensen Beach Florida 34957 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: 9 4. .1 B - 11 In processing center, Medical and training facility. Add Drawing SC-01 that shows 3 locations 1-1/8" deep block out on east side of building. Removed door stoops on east side of building due to paving company Dickerson adding apron up to building, pitch is 12:1 slope. Add shower drain north west corner. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CGC 1521829 nn Il�fn COUNTY CERT. #: BUSINESS NAME:Da NrJ QUALIFIERS NA� o anie o zwo ADDRESS: 1 7 Freedom-1to—ad Suite CITY: Lancaster STATE: ZIP: PHONE (DAYTIME): - -5262 FAX: OWNER/BUILDER INFORMATION: NAME: ADDRESS CITY: PHONE: Robert Wright / MSS Department Head Ocean Drive STATE: Fl ZIP: 34957 772-467-7473 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: Tom Rucker ADDRESS: 125 The Parkway, Suite 400 CITY: Greenville STATE: SC ZIP: 29615 PHONE (DAYTIME): 864-241-6746 FAX: Revised 07/22/2014 0 N N 1 o C-0 - -- (TYP) \1 DIMNS TO EDGE OF SLAB N-S �s„± & E-W BUILDBUILDIING PANELS (BY OTHERS) c r FOR R HVAC UNIT FOUNDATION 1 1.... 1 1 i! _ I I _ — _----_—_____--___e-2 — __— _______._____ + ! I+ I I I I I 1 I I I I I I I I I I I I I I ! I I I I I I I I I I I I I i I I I I I I I I I I I I I!! I I I I I I I I I I I I I I I I �— NEW 4" MIN THICK CONCRETE I f I I i i I TOPPING AND EXISTING SLAB I (SEE NOTES FOR SPECIFICATIONS AND JOINT INFORMATION) I i EX EXP JT 1X DEEP BLOCK OUT IIN i I I i 1Y" DEEP BLOCK OUT IN I I 1Y" DEEP BLOCK OUT IN NEW 4 THICK CONCRETE l i i I NEW 4 THICK CONCRETE ! i i I NEW 4 THICK CONCRETE TOPPING FOR FLOOR GRID ° I I I TOPPING FOR FLOOR GRID I I I I TOPPING FOR FLOOR GRID 80'_8°' I I I I I I I I I I I 6,Y2 'II #4-@12x3' —O"LG T&B 7 77 ^ I ---__—___ IiI ` 77 _ ____—J_ �°I ^ I — __-_________________.—_-----__—___-_-.-_----__---_-_-j357—I 67-10 479-9Y74)—()' (TYP ALL RE-ENTRY 4_ - CORNERS) �T �II F FLOORNEW DRAINS AND/CR SAW CUTTING AND REMOVAL OF SLAB IN FOR PLUMBING INSTALLATIONS MAY BE REQUIRED BE DETERMINED - #4@12" PERIPHERY BARS (DRILL & GROUT USING HILTI HIT HY-200 DOWELING SYSTEM (3" PROJ & AY2" EMB.) r-- 4"CONC TOPPING SLAB I 6 6 1AI2 9 W2 9 WWF SHEETS x- x TOP/EX SLAB EL 15'-33/" H.P. V Y 'V „ - - - NORTH FOUNDATION MODITICA T ION PLAN TOP/EX SLAB EL 15'-3Y4" H.P. SCALE:: 3/32" - 1'-0" - TOP/NEW CONC TOPPING EL 15'-7%" H.P. 4"CONC TOPPING SLAB JOINT TO MATCH EX SLAB JT 66-W2.942.9 WWF SHEET _. SAWCUT JOINT 1/4 DEPTH STOP AT JOINT OF TOPPING SLAB AND FILL JOINT WITH SPECIFIED JOINT SEALANT. CN4 X X-- --�X X=Z� o COAT EXPOSED SURFACE OF JOINT 3/4" DIA SMOOTH DOWEL x 1'-6" WITH CURING COMPOUND OR SOME EX SLAB LONG @ 12" SPACING. WRAP OTHER FORM OF BOND BREAKER ONE END IN POLYETHYLENE NOTE: FOR STRIP POURING OF SLAB, SAWCUT JOINTS MAY BE SUBSTITUTED FOR CONSTRUCTION JOINTS PERPENDICULAR TO DIRECTION OF POUR, (TYP JOINTS MUST MATCH EX SLAB JTS) 4" TOPPING SLAB — CONSTRUCTION JOINT DETAIL SCALE 1" = 1'-0" TH'S DWG EDGE OF BLDG SLAB --� T/CONC EL AT STOOP H.P. MATCHES -- FIN FL EL (-4" MIN EL @ LOCATIONS W/NO RAMP) - WIDE STEP @ LOCATIONS WHERE STOOP HEIGHT IS GREATER 1' ABOVEGRAD: . -7" BELOW T/STOOP') SECTON 1 TYPICAL DETAIL — EXTIwRIOR DOOR STOOP RAMP _ ,D — T SCALE 1"= 1'-0" C v 2 SCALE 3/8" = 1 i-0» THIS DWG SCALE 1" = 1'-0" THIS DWG THIS DWG NOTES: CONCRETE STOOP ,AND RAMP SHALL BE REINF W/6x6-W2.9xW2.9 WWF PLACED %" FROM TOP 6" MIN CONCRETE THICKNESS BOTTOM OF CONCRETE SHALL BE 2" MIN BELOW GRADE 5'-0" (MIN) 6x6-W2.9xW2.9 WWF SHEET CUT ALTERNATE WIRE AT JOINT z X w 1 CONCRETE5. NEW /. HAVE A SMOOfH TROWELED FINISH AND BE WETCURED , A. MINIMUN *16"± OF 7 DAYS Al TER PLACEMENT. EXTERIOR CONCRETE TO HAVE BROOMED FINISH. WATER BASED CURING COMPOUND r 1 AS AN OPTION W1 APPROVAL/ ENGINEER OF RECORD. 6. REFER TO ARCHITECTURAL DRAWINGS FOR FINAL FLOOR FINISHES AND COVERINGS.1. TRANSMISSION REQUIRED BY THE FLOOR COVERING A 1 • 4"CONC TOPPING SLAB JOINT TO MATCH EX SLAB JT f SAWCUT JOINT 1/4 DEPTH OF TOPPING SLAB AND FILL JOINT -- EX SLAB 4" TOPPING SLAB — SAWCUT JOINT DETA EPLANSANDALA.PR> POo'JEDVVOR - -� 7 » E SUBJECT TO ANY CO�ECTIONS SCALE 1 = 1 -0 R OUlRIBEII BY FIELD RNSPECIURS THAT THIS DWG UAY BE NECE96ANY IN OfftrjERTO CO PDI `'tNI M, A!,,!- t8,'PPI II ?Fx;BLE COOESr 66-W2.942.9 WWF SHEET o o c JOINT1, MATCH R JT MATI SEAL W/JT SEALER — Xn oX � z z X zl X lll= EX SLAB -IIIi= III-I,!III / ST. LU'CIE COUN BUILDING DIVIS FOR COMP REVIEWED BY DATE. j 9 PLANS IjA PERMIT I MUST BE i( T ON JOB OR NO INSPECTI N WILL BE MADE DETAIL C I -- - 4" TOPPING SLAB — EXPANSION JOINT DETAIL SCALE 1 " = 1'-0" THIS DW; COPYRIGHT D&Z INC AS OF LAST DATE INDIrATFD NOTES: 1. CONCRETE /. TOPPING SHALL 11 NORMAL WEIGHT WITH 1 MINIMUM COMPRESSIVE STRENGTH f 4000 PSI AT 28 DAYS, NON -AIR ENTRAINED, MAXIMUMOF r COARSE AGGREGATE. CONCRETE SHALL BE AIR ENTRAINED (6% NOMINALEXTERIOR AIR 2. WELDED WIRE FABRIC REINFORCING SHALL CONFORR 1 ASTM A185.O BARSSHALL CONFORM 1 ASTM A615 GRADE 60. FIBER MAY BE 1 AS AN OPTION. 1 CLEAN AND '. 3. EXISTING 1+ SURFACE PRIOR TO NEW CONCRETE PLACEMENT. VACUUM GRIT BLASTING/ OTHER SUITABLE MECHANICAL SCARIFICATION ME11 / ENSURE REMOVAL OF ALL LAITANCE, CURING COMPOUNDS, LOOSE/ DUST,OIL, GREASE, ADHESIVES, PAINT,OR OTHER FOREIGN MATERIAL. JOINTS4. 1TOPPING JOINTSTHE 1 ADDITIONAL CONSTRUCTIONOR CONTROL IID I ! AY BETWEEN ANY EXISTING JOINTS SPACEDGREATERAT APART. REFER TO DETAILS ON THIS DRAWINGFOR : RAMP ON EAST D •� DUE O NEW PAVING CHANGED DIMNSADDED DRAIN & SECT ISSUED FOR CONST'N DESCRIPTION CIRCLE ALL REVISIONS, FY WITH A DIAMOND AND .NUMBER MOVE ONLY THE CIRCLE 13EFORE THE NEXT REVISION. ISSUE CODE CI CONST'N- •- r ©j APPROVAL r SEAL00"�lt;tpa �0 • ��C EPANo. 653as '`� ` •:SIGNATURE • STATE OF Cam A- v. <0RI'D . NKDATE am, �JONAcLQF y Fie DR. CARTER DATE 07-15-14 DSGN. H I LLMAN N D&Z. FILE CK. RUCKER NUMBER APPR. JOB NO. CAD FILE NO. FPL001 SCO1.DGN CLIENT INFORMATION THIS DOCUMENT CONTAINS INFORMATION WHICH IS CONSIDERED TO BE CON— FIDENTIAL AND PROPRIETARY TO THE CLIENT AND IS DISCLOSED IN CON— FIDENCE WITH THE UNDERSTANDING THAT THIS DOCUMENT WILL NOT BE REPRO— DUCED OR COPIED, DIRECTLY OR INDIRECTLY, AND THAT THIS DOCUMENT AND INFORMATION HEREIN IS NOT TO BE USED IN WHOLE OR IN PART TO ASSIST IN MAKING, OR 'TO FURNISH ANY INFORMATION FOR MAKING DRAWINGS, COPIES, PRINTS, APPARATUS, OR PARTS THEREOF, EMBODYING FEATURES OR INFORM— ATION DERIVED FROM THIS DOCUMENT WITHOUT THE EXPRESS WRRTEN CONSENT OF THE CLIENT. THIS DOCUMENT SHALL BE SUBJECT TO IMMEDIATE RECALL BASED UPON REQUEST FROM THE CLIENT OR THE ENGINEER. 125 The Parkway, Suite 400 Greenville, SC 29615 Day0mmermann DRAWING TITLE FLORIDA POWER AND LIGHT MEDICAL IN —PROCESSING FACILITY STRUCTURAL FOUNDATION MODIFICATIONS PLAN AND DETAILS A SL_001 ENG NUMBER REV. 01 2 9