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HomeMy WebLinkAboutSLAB PLAN1. GENERAL REQUIREMENTS 1.1 DESIGN CODE: 1. TO THE BEST OF THE DESIGN PROFESSIONALS KNOWLEDGE, THESE DOCUMENTS HAVE BEEN PREPARED WITH AND ARE IN COMPLIANCE WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE CHAPTERS 553 AND 633 OF THE FLORIDA STATUES. THESE DOCUMENTS MEET OR EXCEED THE REQUIREMENTS OF: THE FLORIDA BUILDING CODE - BUILDING, 6TH EDITION (2017) 1.2 DESIGN CRITERIA: 1. REFERENCE STANDARDS A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI)318 AND 332. B. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318 1.3 DESIGN LOADS 1. BUILDING RISK CATEGORY: III 2, WIND SPEED PER ASCE 7-10: I 159 MPH - ULTIMATE DESIGN WIND SPEED 3. WIND SPEED PER ASCE 7 10: 1®S MPH - NOMINAL DESIGN WIND SPEED 4. EXPOSURE: B 1.5 GENERAL: 1, CONTRACTOR AND SUB -CONTRACTORS SHALL STRICTLY OBSERVE ALL APPLICABLE CODES DURING THE COURSE OF CONSTRUCTION INCLUDING ALL STATE, CITY, AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING AND FIRE CODES. CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE DESIGN PROFESSIONAL OF RECORD OF ANY DISCREPANCY PRIOR TO CONSTRUCTION. 3. THE ARCHITECT / ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES, THE MEANS AND METHODS OF CONSTRUCTION, TECHNOLOGIES, OR THE FAILURE OF THE CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS OR THE RELATED CODES. 4. CONTRACTOR SHALL FULLY REVIEW ALL ITEMS CONTAINED IN THE DRAWING AND SHALL COORDINATE ALL DIMENSIONS, LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, BOLT SETTINGS, SLEEVES, ETC. 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE ERECTION PROCEDURE AND SEQUENCING. 6. UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL CONSTRUCTION SHALL COMPLY WITH THE MINIMUM REQUIREMENTS OF THE APPLICABLE FLORIDA BUILDING CODE AND LOCAL ORDINANCES. 7. ALL CODES, TRADE STANDARDS, AND MANUFACTURER'S INSTRUCTIONS NOTED IN THE DOCUMENTS SHALL BE THE LATEST ADOPTED EDITION. 8. NOTES, DETAILS, AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. DETAILS NOTED 'TYPICAL' IMPLY ALL CONDITIONS TREATED SIMILARLY. CONTRACTOR SHALL MAKE MODIFICATIONS TO ACCOMMODATE MINOR VARIATIONS. 9, THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES OR MODIFICATIONS WITHOUT EXPRESSED WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL OF RECORD. 2. SITE WORK 2.1 SOIL: 1. ALL WORK SHALL CONFORM TO THE FINAL GEOTECHNICAL REPORT AND FINAL GRADING PLAN ACCEPTED BY THE AUTHORITY HAVING JURISDICTION. 2. ALL SITE PREPARATORY WORK REQUIRED BY THE GEOTECHNICAL REPORT SHALL BE PRESUMED TO BE COMPLETED PRIOR TO COMMENCEMENT OF WORK. 3. IF SOT' S REPORT IS NOT AVAILABLE, SOIL BEARIN` CAPACITY IS ASSUMED TO BE A MINIMUM OF 2000.- F. 4. CONTRACTOR SHALL VERIFY COMPACTION REQUIREMENTS PRIOR TO THE EXECUTION OF WORK. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN PROFESSIONAL PRIOR TO COMMENCEMENT OF WORK, 5. FOOTTR'GS SHALL BE PLACED ON UNDISTURBED SC"' OR COMPACTED ENGINEERED FILL FREE OF ORGF -'MATTER AND COMPACTED TO 95% OF'. _" MODIFIED PROCTOR, UNLESS OTHERWISE STATED IN THE GEOTECHNICAL REPORT. 6. BOTTOM OF FOOTINGS SHALL BE 28 -INCHES MINIMUM BELOW FINISHED GRADE, OR AS REQUIRED BY LOCAL REQUIREMENTS. 7. NO WOOD, VEGETATION, STUMPS, CARDBOARD, CELLULOSE CONTAINING MATERIALS, OR TRASH SHALL BE BURIED WITHIN IT-0" OF ANY BUILDING OR PROPOSED BUILDING 8. WATER MANAGEMENT AT THE PERIMETER SHALL BE MAINTAINED AND SHALL INCLUDE; A. CONDENSATE DRAINS AND ROOF DOWN SPOUTS SHALL DISCHARGE AT LEAST I'-0" FROM BUILDING SIDEWALLS. B. IRRIGATION / SPRINKLER SYSTEMS, INCLUDING ALL RISERS AND SPRAY HEAPS SHALL NOT BE INSTALLED WITHIN V-0" OF BUILDING SIDEWALLS. 2.2 SOIL TREATMENT PER FBC 6TH EDITION (2017) SECTION 1816,1: 1. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS. 2. BOXED AREAS IN CONCRETE FLOORS FOR INSTALLATION OF TRAPS, ETC.,SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS SHALL BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER INITIAL TREATMENT, 3. SOIL SHALL BE PROTECTED WITH MINIMUM 6 MIL VAPOR RETARDER FOLLOWING TREATMENT. 4. AFTER COMPLETION OF WORK, ALL LOOSE WOOD AND ORGANIC MATERIAL SHALL BE REMOVED FROM WITHIN V-0" OF THE BUILDING PERIMETER. 5. AT COMPLETION OF TERMITE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE SHALL STATE: A. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 3. CONCRETE 3.1 CONCRETE: 1, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE ACI 318. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 2600 PSI, COMPLYING WITH ASTM C-94 UNLESS NOTED OTHERWISE IN DRAWINGS. 3. A MIX DESIGN SHALL BE SUBSTITUTED TO THE DESIGN PROFESSIONAL OF RECORD FOR ALL CONCRETE USED PRIOR TO PLACEMENT OF ANY CONCRETE. 4, MATERIALS FOR CONCRETE SHALL CONFORM TO THE FOLLOWING: A. PORTLAND CEMENT - ASTM C 150 B. AGGREGATES: I. COURSE AGGREGATE - ASTM C33 II. LIGHTWEIGHT AGGREGATE - ASTM C33 III. FINE AGGREGATE - ASTM C33 5. WATER SHALL BE CLEAN, POTABLE AND FREE OF CONTAMINANTS 6. ADMIXTURES SHALL BE AS NOTED IN THE APPROVED MIX DESIGN. 3.2 TESTING AND SAMPLES 1. ALL TESTING OF CONCRETE SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY IN ACCORDANCE WITH ASTM PROTOCOL. TEST REPORTS SHALL BE SUBMITTED TO THE DESIGN PROFESSIONAL OF RECORD WITHINSEVEN-DAYS OF LABORATORY TESTING. 2. THREE (3) TEST CYLINDERS SHALL BE MADE FOR EACH DAY'S POUR, FOR APPROXIMATELY 50 YARDS OF CONCRETE PLACED. 3. SLUMP TEST SHALL BE MADE ON EACH BATCH TESTED IN ACCORDANCE WITH ASTM C143. 4. ONE CYLINDER SHALL BE BROKEN AT 7-DAYS AND ONE AT 28-DAYS. IF NO FURTHER TEST IS NEEDED, THE RESERVE CYLINDER MAY BE DISCARDED AFTER SIXTY DAYS, CURRENT RELEASE v3.0 171214 K:\EnvirssafeVLot Jobs\St. L"Ce CC OPEC AllO5OIS Ob55-U)ADwy S , :t _,o d ni a-FI P4, Date i i 'day, M,fcli 1,18, 2018,5'.IS 49 PM; Plotted By: S eveR 3.4 REINFORCING 1. REINFORCING SHALL HAVE GRADE IDENTIFI TION MARKS AND SHALL T CI) CONFORM 0 ASTM A615 GRADE 40 OR 60. REINFORCING STEEL MIN MUM REQUIREMENTS 40 KSI 60 KSI BAR SIZE MINIMUM LAP MINIMUM MINIMUM BEND DIA. ACI HOOK I S AR MINIMUM ZE LAP I MINIMUM MINIMUM BEND DIA. ACI HOOK # 4 # 5 20" 3" 101, 4 24" 3" 101, I 3-3/4" 101, 4-1/2" 11" 1 5-1/4" 13" 25" 3-3/4" 101, 5 30" # 6 34" 4-1/2" 12" 6 3611 # 7 42" 5-1/4 14" 7 42" 2. REINFORCING SHALL BE FREE OF RUST, SCALE OR OTHER BOND -REDUCING COATINGS. 3. REINFORCING SHALL BE PLACED IN CONCRETE TO PROVIDE MINIMUM COVERAGE IN ACCORDANCE WITH ACI 318, OR AS INDICATE HEREIN: A. CONCRETE CAST AGAINST AND PERMANI NTLY EXPOSED TO EARTH - 3-INCHES. B. CONCRETE EXPOSED TO EARTH OR WEATHER - i 1/2-INCHES. C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND - 3/4-INCHES 4. ACCURATELY PLACE AND SUPPORT REINFORCI G WITH CHAIRS, BAR SUPPORTS, SPACERS, OR HANGERS AS RECOMMENDED BY ACI DETA LING MANUAL. 5. PLACE ONE (1) ACI STANDARD LAP SPLICE BAR, OF THE SAME SIZE AS FOUNDATION OUTSIDE BA REINFORCING LOCATED AT THE OUTS. OF FOUNDATION CORNER S 6. WELDED WIRE MESH, IF USED, SHALL BE IN ACCORDANCE WITH ASTM A82 AND SHALL BE 6x6xW1.4xW1.4, UNLESS NOTED OTHERWISE ON DRAWINGS. A. INSTALL WELDED WIRE MESH IN THE MI DUE OF THE SLAB AND SUPPORT WITH APPROVED MATERIALS OR SUPPORTS A SPACING NOT TO EXCEED3 FEET ON CENTER OR IN ACCORDANCE WITH THE MANUF RERS SPECIFICATIONS. B. LAP ALL JOINTS IN WELDED WIRE MESH " 7. FIBER MESH, IF USED, SHALL BE IN LIEU OF W HUDED WIRE MESH AND AS SPECIFIED IN THE CONCRETE DESIGN MIX. 3.5 PLACEMENT AND FINISHING 1. ALL CONCRETE PLACED UNDER ROOF PROTEC11ON SHALL BE PLACED OVER 16 MIL POLYETHYLENE VAPOR BARRIER, LAPPED 6" MINIMUM WITH ALL SEAMS TAPED, UNLESS NOTED OTHERWISE 2. PLACE ALL EMBEDDED ITEMS (ANCHOR BOLTS DOWELS, ETC.) IMMEDIATELY PRIOR TO PLACEMENT OF CONCRETE OR DURING CONCRETING OPERATIONS. 3. PROTECT ALL CONCRETE FROM DAMAGE AFTER PLACEMENT. 4. CONCRETE SHALL BE PLACED WITHIN 90 MIN TES OF BATCHING. 5. CONCRETE SHALL BE PLACED WITHIN THE SLUMP LIMITS SPECIFIED IN THE DESIGN MIX. 6. WATER ADDED AT THE SITE SHALL BE KEPT TO A MINIMUM AND WITHIN THE SPECIFIED SLUMP. RUN MIXER FOR 30 REVOLUTIONS AT EIGHT 70 TWELVE RPM FOLLOWING THE ADDITION OF WATER AT THE SITE. 7. CONCRETE SHALL NOT BE PLACED DURING RA N. FOLLOWING PLACEMENT OF CONCRETE, PROTECT FROM RAIN PRIOR TO INITIAL SET. 8. PLACEMENT SHALL BE CONTINUOUS UNTIL ALI. WORK IS COMPLETED„ 9. DO NOT USE CONTAMINATED, DETERIORATED OR RE -TEMPERED CONCRETE. 10. THOROUGHLY WORK CONCRETE AROUND REINFORCING BARS. 11. PLACE CONCRETE TO GRADES AND ELEVATIONS REQUIRED FOR PROJECT 12. REMOVE ALL GRADE STAKES AFTER PLACEMENT OF CONCRETE. 13. CONTRACTOR SHALL INSTALL SAW -CUT CONTROL JOINTS IN CONCRETE SLABS PER ACI 224.3R AS FOLLOWS: A. PROVIDE SAW -CUT FOLLOWING FINISHIN AS SOON AS CUT EDGES WILL NOT RAVEL B, SAW CUTS SHALL BE A MINIMUM OF 1/8" 1 VIDE C. CUTS SHALL BE 1/4 OF SLAB DEPTH NO LESS THAN 1", WHICHEVER IS GREATER. FOR STEEL -FIBER -REINFORCED SLABS 1/3 THE SLAB DEPTH. D. SAW CUTS SHALL NOTt., :EED 12 FEET IN ANY DIRECTION E. LOCATE SAW CUT JOINTS: 1. MAKE PANELS AS SQUARE AS POSSIB1 E 2. JOINT LOCATIONS `''TALL NOT EXCEED i 1.5 TO 1 RATIO 3. PANELS SHALL NO'1-HAVE "T" OR "L" HAPE 4. NO RE-ENTRANT CORNERS SHALL BE kLLOWED 14. PROVIDE SURFACE FINISH REQUIRED FOR INTENDED FINAL APPLICATION. 15. SILL PLATE ANCHORS SHALL BE AS SPECIFIED IN SECTION 6. 16. CONSOLIDATE CONCRETE DURING PLACEMENT OPERATIONS. 4. METALS 4.1 MATERIALS 1. ALL STRUCTURAL PLATES, CHANNELS, AND MISCELLANEOUS METALS SHALL BE IN ACCORDANCE WITH ASTM A36. 2. ALL STRUCTURAL STEEL SHALL BE IN ACCOR ANCE WITH ASTM A992. 3. ALL ANCHOR BOLTS AND THREADED RODS SHALL BE A MINIMUM GRADE A307STEEL. 4. ALL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED. 4.2 EXECUTION 1. INSTALL METALS AS DETAILED ON DRAWINGS 2. STEEL WORK SHALL CONFORM TO THE LATE EDITION OF THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDING AS ADOPTED BY THE A.I.S.C. 3. ALL STEEL SHALL BE PAINTED WITH ONE COAT OF RED OXIDE PRIMER. TOUCH UP ALL FIELD WELDS AND DAMAGED AREAS. READ AND UNDERSTAND ALL NOTES PRIOR TO CONSTRUCTION. IF YOU HAVE ANY QUESTIONS, CONTACT THE DESIGN ENGINEER, 1 ALL CONSTRUCTION SHALL CONFORM TO THE STANDARD, STATE, AND LvCAL COUNTY BUILDING CODES LATEST EDITIONS. 2) CONTRACTOR IS TO VERIFY ALL LOCATIONS, ELEVATIONS, AND DIMENSIONS. IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO THE START OF CONSTRUCTION. 3) IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER TO NOTIFY ALL REVIEW AGENCIES 48 HOURS PRIOR TO THE START OF CONSTRUCTION. 41 ANY DEVIATIONS FROM THE APPROVED CONSTRUCTION PLANS WILL HAVE TO BE APPROVED BY THE DESIGN ENGINEER AND ALL APPROPRIATE REVIEW AGENCIES. IA Ll 1 s ,,e s - a CORCRE ROAD ENGINEERING FIRM POLLUTANT STORAGE CONTRACTOR POLLUTANT STORAGE SYSTEMK CONTRACTOR, PU -E50 r ARCHITECTURE+ENGINEERING CURTIS EVANS - GENERAL MANAGER MEMCO, INC_ IDEA ENVIROSAFE FIJEL SYSTEMS FOREFRONT �°�^ ^�"�° 1-99 CR. 48 Sella Beyantlpeslpn P. BPBb� FPAE 0.") BUSHNELL, FLORIDA 33513 SITE INFORMATION: ST. LUCIE COUNTY UTILITIES COMMISSION 7501 S. OCEAN DR. ST. LUCIE FLORIDA 34957 vi*�T ,0 p� /� . o �'A I C3��1 A �+1 col RE-- � t a a y t 1 4 t P q, , Xi �. #17057 2s OWNER 101 00 T P -M RPNS RC IER L 9-88 SDE Y HAY ES L. 3 I N P,L. ORLANDO FLORIDA 32824 ri T - NOTES W ENGINEERS SEAL ON THIS PLAN ARE 1. COND. TO DISPENSER SHOULD TERMINATE W FOR STRUCTURAL ELEMENTS ONLY. IN DISP. JUNCTION BOX & REQUIRE SEAL o OTHER ITEMS SHOWN ON THIS PLAN 2. OFF ON BOTH ENDS. CONDUIT SHOULD TERMINATE 18" ABV. z g ARE FOR REFERENCE ONLY. SLAB, INSIDE SENTRY. 0 3. CONDUIT INSIDE SENTRY SHOULD FIT INTO y AN 8"x8" PATTERN. 4. ALL CONDUIT NEEDS TO BE AT LEAST 3/4" Z ED AND NEEDS PULL LINE IN CONDUIT & ONE W� CAP JOINT FOR EASE OF PULLING. SHOULD BE RIGID CONDUIT. + 5. DISPENSERS MUST HAVE A 10:1 DRY REED PULSER, OR IF ELECTRONIC. THEY WILL LU A, NEED A 10:1 PULSE OUTPUT: N Y� 6J (V a y�� U W ,D v Il Q f R APR b 5 26% ONTRACTOR SHALL FIELD `.ERIFY ALL CONSTRUCTION PRIOR 0 BIDDING. THIS PLAN M,i NOT REFLECT ALL CONSTRUCTION )BSTACALES, ACCESS, DEWATERING, LOCAL PERMITTING, ETC. HAT MAY BE REQUIRED. XANNED BY St Lurie COurjjv CALL 72 HOURS BEFORE YOU DIG It's the Law! 811 SUNSHINE STATE ONE CALL yr rwni�n, nv�. 0 0 E UN CO 0 0 Lu BU N Q M U C •_ O LI; w In 0 � � o a0'0 C1 00 `m00 oa d Y O 0 M N r F_ f` O J z z ,J Z W O m U a Q U Q J J W U CCS I ANY DISCREPANCY OR ERROR IN DIMENSIONS OR NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO COMMENCEMENT OF CONSTRUCTION. -_ SOOT I N. <.'PYI F THIS DJt MENi AfIC OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CISENT R ,.. ARE RESERVED. ANY REPROD_� . I (. NG, OR USE 0 H . .0 / S NT Of FOREFRONT ARCHITECTURE &ENGINEERING LLV I STRICTLY PROHIBITED AND PROTE..TEU BY UNITED ST.,TES AND IN fERNATIONAL LAW. IF PRINTED ON 11Y11 LEI HALF THE SIZE NOTED rl, � efREFRONi 4R, m :_�,.: _ c i,. I :Lt R, v,. � I � I ', v _ . e "< ,� �,h i „rJ i �z ,:F 5 T � i ELIII �a � ilt PROPERTY OF CORER. ]NT ARCHITECTURE & ENGINEERING I AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, I 5 SFR CTL 0 A SCALE 5 5 , LULA I OK MAP EXISTING CONCRETE SLAB 5E61i'li 2 5EG7ION: 1 TANK LEG ANCHORAGE DETAIL EXISTING CONCRETE SLAB r , n K:AE"Nmsaf"1Lot 7oU515t. Lucie County 1rll05]\18-06E5400ADwgs\Sheets\Stmctural\5]Ol ; PI"[ Dale Tnms4y, Mann 08, L018,5'.10:50 PM; Pk�Sied By: Stave{: IC, F _ RE RC„I TANK LEG W/ 1/2"x 6" GALV. EXPANSION BOLTS (2 PER LEG 1 EA SIDE) EMBED 4" MIN. Ce17fOr 3/4"=V-0" BF02 15'-1" E:VTCTTAI!` V1 AD LAB AREA TO ELD VERIFY SIZE. 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