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<br />G E N E R A L N 0 T E S
<br />1.1 GENERAL:
<br />1.1.1 SCOPE: THE FOLLOWING GENERAL AND SPECIFIC NOTES SHALL APPLY EQUALLY TO ALL
<br />CONTRACTORS AND SUPPLIERS ENGAGED IN EXECUTION OF THE WORK SHOWN ON THE CONTRACT
<br />DOCUMENTS. THESE NOTES SUPPLEMENT AND ARE MADE A PART OF THE PLANS AND
<br />SPECIFICATIONS.
<br />1.1.2 REFERENCES: ALL CONSTRUCTION SHALL BE EXECUTED IN CONFORMANCE WITH THE FOLLOWING:
<br />PLANS AND SPECIFICATIONS
<br />GOVERNING LOCAL AND MUNICIPAL CODES
<br />2014 FLORIDA BUILDING CODE (FBC)
<br />ASTM INTERNATIONAL (ASTM)
<br />OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)
<br />CONCRETE CONSTRUCTION:
<br />AMERICAN CONCRETE INSTITUTE (ACI)
<br />CONCRETE REINFORCING STEEL INSTITUTE (CRSI)
<br />CONTRACTOR SHALL ENSURE FAMILIARITY OF THE ABOVE ITEMS. INSPECTIONS AND
<br />OBSERVATIONS WILL BE IN CONFORMANCE WITH THE ABOVE.
<br />1.1.3 DESIGN DATA:
<br />OCCUPANCY CATEGORY . . . . . . . . . . . . . . . . . . . . . . . . CATEGORY II
<br />FLOOR LIVE LOADS (L):
<br />STORAGE
<br />LIGHT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 125 PSF
<br />1.1.4 DESIGN CRITERIA:
<br />CONCRETE (NORMAL WEIGHT UNO):
<br />INTERIOR SLAB ON GRADE . . . . . . . . . . . . . . . . . . . f' c = 3500 PSI
<br />REINFORCMENT STEEL:
<br />#3 BARS & LARGER, ASTM A615 GRADE 60 . . . . . . . . . . . . Fy = 60000 PSI
<br />1.1.5 EXECUTION: CONTRACTOR TO CROSS CHECK DIMENSIONS, ELEVATIONS, SECTIONS AND
<br />DETAILS BETWEEN ARCHITECTURAL, MECHANICAL AND STRUCTURAL PLANS. AMBROSE
<br />ENGINEERING IS TO BE NOTIFIED OF ANY VARIANCE THAT WILL AFFECT THE STRUCTURAL
<br />FRAMING BEFORE CONTRACTOR BEGINS WORK. ALL EQUIPMENT SUPPORTS AND ANCHORAGES TO
<br />BE CROSS CHECKED WITH MANUFACTURER'S DRAWINGS. CONTRACTORS SHALL VERIFY ALL
<br />PROFILES, HEIGHTS AND DIMENSIONS AT PROJECT SITE PRIOR TO FABRICATION OF ANY
<br />MATERIAL AND INFORM THE ENGINEER OF ANY DISCREPANCIES OR FRAMING INTERFERECCS.
<br />1.1.6 PROJECT CONDITIONS: ALL EXISTING BUILDING DIMENSIONS AND CONDITIONS MUST BE
<br />FIELD VERIFIED PRIOR TO FABRICATION. AMBROSE ENGINEERING SHALL NOT BE
<br />RESPONSIBLE FOR ANY EXISTING INFORMATION SUPPLIED BY THE OWNER/ARCHITECT NOR BE
<br />LIABLE FOR THOSE EXISTING CONDITIONS THAT VARY FROM THE PREVIOUSLY GIVEN
<br />INFORMATION.
<br />1.1.7 SHOP DRAWINGS/SUBMITTALS: SHALL BE SUBMITTED BY THE GENERAL CONTRACTOR TO THE
<br />ARCHITECT/ENGINEER FOR APPROVAL BEFORE FABRICATION MAY PROCEED.
<br />SHOP DRAWINGS/SUBMITTALS SHALL BE PROVIDED FOR THE FOLLOWING COMPONENTS:
<br />CONCRETE DESIGN MIXES.
<br />1.1.10 CONSTRUCTION LOADS: PLACEMENT OF CONSTRUCTION EQUIPMENT, MATERIALS, AND PERSONNEL
<br />SHALL NOT EXCEED THE DESIGN LIVE LOAD OF THE STRUCTURE. CONCRETE SHALL CURE A
<br />MINIMUM OF 7 DAYS BEFORE THE APPLICATION OF CONSTRUCTION LOADS. IN ADDITION,
<br />EQUIPMENT PLACED ON FLOORS SHALL ALSO COMPLY WITH THE FOLLOWING:
<br />FORKLIFT SPACING BETWEEN WHEELS ON AXLE IS NOT LESS THAN 38' c/c OR
<br />SCISSOR LIFT SPACING BETWEEN WHEELS ON AXLE IS NOT LESS THAN 25' c/c.
<br />SLAB -ON -GRADE: ALLOWABLE EQUIPMENT AXLE LOADS
<br />SLAB DEPTH FORKLIFT SCISSOR/PLATFORM LIFTS
<br />4" NONE 5,400 LBS
<br />WHEN AXLE LOADS EXCEED THE VALUES LISTED ABOVE, OR WHEN WHEEL SPACING IS
<br />LESS THAN c/c SPACING, CONTACT ENGINEER PRIOR TO OPERATING UNAUTHORIZED
<br />EQUIPMENT.
<br />1.1.11 FIELD MODIFICATIONS: MODIFICATIONS OF NEW OR EXISTING STRUCTURAL MEMBERS DUE
<br />TO MISLOCATION, MISFIT, MECHANICAL INTERFERENCE, OR ANY OTHER CONSTRUCTION
<br />ISSUE SHALL NOT BE MADE WITHOUT THE PRIOR APPROVAL OF ENGINEER. NO OPENING
<br />SHALL BE PLACED IN ANY STRUCTURAL MEMBER UNLESS SHOWN ON THE CONTRACT STRUCTURAL
<br />DRAWINGS°
<br />1.1.12 PERMENANT EQUIPMENT: SHALL BE LOCATED ONLY ON THE STRUCTURAL MEMBERS INTENDED
<br />TO SUPPORT THIS EQUIPMENT AS SHOWN ON THE CONTRACT DRAWINGS OR THE APPROVED
<br />SHOP DRAWINGS. IF STRUCTURAL SUPPORT IS NOT CLEAR, OR A QUESTION ARISES,
<br />CONTACT ENGINEER PRIOR TO EQUIPMENT INSTALLATION.
<br />2.1 EARTHWORK:
<br />2.1.1 GEOTECHNICAL INSPECTION: GEOTECHNICAL ENGINEER SHALL INSPECT AND VERIFY DESIGN
<br />CRITERIA FOR SITE CONDITIONS, SUITABLE BEARING MATERIALS, STRUCTURAL FILL, BACKFILL
<br />MATERIALS, COMPACTION REQUIREMENTS AND PROJECT SPECIFICATIONS FOR EARTHWORK NOT
<br />SPECIFIED HEREIN.
<br />2.1.3 SITE PREPARATION: ALL UNSUITABLE EXISTING FILL AND TOPSOIL SHALL BE EXCAVATED
<br />WITHIN THE NEW SLAB AND REPLACED TO FINISHED PAD ELEVATION IN
<br />ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. PROVIDE COMPACTED
<br />AGGREGATE SUB -BASE AND VAPOR RETARDER BELOW SLAB PER DRAWINGS.
<br />3.1 CONCRETE:
<br />3.1.1 REFERENCES: CONCRETE CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING STANDARDS AND
<br />AS MODIFIED HEREIN:
<br />ACI 117 'SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND
<br />MATERIALS"
<br />ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE"
<br />ACI SP-66 'ACI DETAILING MANUAL"
<br />ACI 318 "BUILDING CODE REQUIREMENTS FOR STUCTURAL CONCRETE"
<br />ACI 347 "GUIDE TO FORMWORK FOR CONCRETE"
<br />ACI 360 'GUIDE TO DESIGN OF SLABS -ON -GROUND"
<br />CRSI "MANUAL OF STANDARD PRACTICE"
<br />CRSI "PLACING REINFORCING BARS"
<br />3.1.2 MATERIALS: PROPORTION CONCRETE MATERIALS TO ATTAIN 28 DAY CONCRETE MIX DESIGN
<br />STRENGTHS INDICATED IN THE DESIGN CRITERIA.
<br />3.1.3 SHOP DRAWINGS/SUBMITTALS: SUBMIT CONCRETE MIX DESIGNS, COMPRESSIVE STRENGTH
<br />TEST HISTORY, CEMENT, FLY ASH, AGGEGATE TEST REPORTS, ADMIXTURES, FIBER
<br />REINFORCING, REBAR PLACEMENT AND FABRICATION PLANS, LAP LENGTHS, REBAR BENDING
<br />DIAGRAMS, AND ALL DETAILS AS REQUIRED TO COMPLETE INSTALLATION.
<br />3.1.4 ACCESSORIES: ALL CONCRETE ACCESSORIES SUCH AS CHAIRS, TIES, ETC., THAT COME IN
<br />CONTACT WITH FORMWORK ON EXPOSED CONCRETE SHALL BE GALVANIZED OR PLASTIC
<br />COATED. CONCRETE BLOCK OR CLAY MASONRY SHALL NOT BE USED AS CHAIRS FOR SUPPORT
<br />OF SLAB -ON -GRADE REINFORCMENT.
<br />3.1.6 SYNTHETIC FIBER REINFORCMENT: MICRO SYNTHETIC FIBER REINFORCING SHALL BE
<br />FIBERMESH 300, PROPEX CONCRETE SYSTEMS, OR EQUAL, COLLATED FIBRILLATED FIBERS
<br />SHALL CONFORM TO ASTM C1116, AND SHALL BE THE MINIMUM DOSAGE INDICATED ON PLAN.
<br />3.1.7 BAR REINFORCEMENT: PROVIDE BAR REINFORCMENT IN ACCORDANCE WITH THE DESIGN
<br />CRITERIA. WHEN BAR REINFORCEMENT IS CALLED FOR IN A CERTAIN PORTION OF THE
<br />BUILDING, IT SHALL BE DUPLICATED IN SIMILAR PORTIONS OF THE BUILDING, UNO.
<br />3.1.8 MINIMUM COVER: INSTALL BAR REINFORCEMENT WITH THE FOLLOWING MINIMUM COVER UNLESS
<br />A GREATER COVER IS REQUIRED DUE TO FIRE PROTECTION:
<br />CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH . . . . . . . . . . 3"
<br />CONCRETE EXPOSED TO EARTH AND WEATHER:
<br />#5 BAR AND SMALLER . . . . . . . . . . . . . . . . . . . . . . . . 1 1/2"
<br />#6 BAR AND LARGER . . . . . . . . . . . . . . . . . . . . . . . . . . . 2'
<br />CONCRETE NOT EXPOSED TO EARTH AND WEATHER OR IN CONTACT WITH GROUND:
<br />SLABS, MALLS:
<br />#11 BAR AND SMALLER . . . . . . . . . . . . . . . . . . . . . . . . . 3/4'
<br />3.1.10 HOT WEATHER CONCRETING: FOLLOW ACI 305 'HOT WEATHER CONCRETING' WHEN MAXIMUM
<br />DAILY TEMPERATURE EXCEEDS 85"F, OR RAPID DRYING CONDITIONS EXIST; EVAPORATION
<br />RATE > .15 LB/SF/HR PER FIGURE 2.1.5.
<br />3.1.12 SLABS: MAY BE POURED AS A CONTINUOUS SCREEDED POUR WITH SAW CUT CONTROL JOINTS
<br />IN BOTH DIRECTIONS. SAW CUTS TO BE MADE WITHIN 8 HOURS OF POUR AND SPACED AS
<br />INDICATED IN THE DRAWINGS.
<br />3.1.14 OPENINGS: CONTRACTOR TO PROVIDE AND COORDINATE WITH ALL OTHER TRADES FOR SIZE
<br />AND LOCATIONS OF ANY AND ALL OPENINGS, SLEEVES, ETC. OCCURRING IN WALLS,
<br />FOOTINGS, AND FLOORS. SLEEVE LAYOUTS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO
<br />CONSTRUCTION.
<br />3.1.15 BOND BREAKER: PROVIDE BOND BREAKER MATERIAL WHERE SLABS ABUT WALLS, COLUMNS AND
<br />OTHER VERTICAL SURFACES.
<br />66'-4"
<br />SLAB REPLACEMENT PLAN
<br />SCALE: 3/16" = V-0"
<br />NOTES: 1. * FIELD VERIFY AND MATCH EXISTING SLAB THICKNESS.
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<br />AMBROSE
<br />ENCy1l%MI;RfNG
<br />INCORPORATED
<br />N56 N215 COMMERCE CT., CEDARBURG, W 53012
<br />PH. [2621377-7602. FAX 1262137748%
<br />aftengUambeng.=
<br />STIPULATION FOR REUSE
<br />THIS DRAWING WAS SPECIFICALLY
<br />PREPARED POP USE IN REGARDS TO THE
<br />PERMITTING AND CONSTRUCTION OF
<br />THIS
<br />PROJECT AND IS NOT SUITABLE FOR USE
<br />POP ANY OTHER PROJECT. USE OF THIS
<br />DRAWING FOR REFERENCE OR EXAMPLE
<br />ON ANOTHER PROJECT REQUIRES THE
<br />SERVICES OF PROPERLY LICENSED
<br />ARCHITECTS AND ENGINEERS.
<br />REPRODUCTION Of THIS DRAWING FOR
<br />REUSE ON ANOTHER PROJECT IS NOT
<br />AUTHORIZED AND MAY BE CONTRARY TO
<br />THE LAW,
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<br />EXIST SLAB
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<br />EXIST SLAB REPLACE HIGHER
<br />FLOOR SLAB
<br />SAWCUT 1/8"x1/4
<br />TO REMAIN
<br />EXISTING SLAB
<br />TO REMAIN EXISTING SLAB
<br />SLAB THICKNESS
<br />VAPOR BARRIER
<br />NEW
<br />/
<br />NEW
<br />NEW
<br />COOLER
<br />#4x1'-0" EPDXY DOWEL
<br />COOLER
<br />COOLER
<br />7.
<br />BOND BREAKER
<br />REMOVE EXI T SLAB
<br />@ 24" OC (6" EMBED MIN)
<br />REMOVE EXIST SLAB
<br />SEE PLA
<br />#4x1'-O" EPDXY DOWEL
<br />24" OC 6" EMBEDMIN
<br />°� (
<br />REMOVE EXIST SLAB
<br />) SEE PLAN
<br />S PLAN
<br />EXIST CONIC LAB
<br />FV THIC NESS
<br />NEW COf-
<br />EXIST CON
<br />SLAB
<br />NEW CO C SLAB
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<br />SLAB
<br />FV THICKNESS
<br />NEW CO C SLAB
<br />STONE SUB -BASE
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<br />TO SLAB _ ... __
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<br />GRADE CONTROL JNT
<br />3
<br />NEW SLAB SECTION
<br />2
<br />EXISTINGINEW
<br />SLAB SECTION
<br />1
<br />EXISTING/NEW
<br />SLAB SECTION
<br />S1
<br />S1
<br />S1
<br />S1
<br />SCALE: 1/2" = V-0"
<br />SCALE: 1/2" = V-0"
<br />SCALE: 1/2" = V-0"
<br />SCALE:
<br />1/2" = V-0"
<br />STOREOG656
<br />BLDG N0.
<br />VERSION OR 751 193-01
<br />PROJECT ID
<br />SLAB REPLACEMENT
<br />PLAN AND DETAILS
<br />DESIGN TEAM DATE
<br />DGNR.
<br />P.MGR, CESO K24.2015
<br />RVWR. RMS -
<br />DRWG. NO,
<br />1
<br />
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