|
a I hZZ 221 1 m__ I = m 0 DOWN
<br />I. THE STRUCTURAL SYSTEM 15 UNSTABLE UNTIL ALL GONNEGTION5 HAVE BEEN MADE AND
<br />ALL CONCRETE HAS REACHED ITS MINIMUM DE516N 5TREN6TH, A5 SHOWN IN THE STRUCTURAL
<br />DOCUMENTS.
<br />2. CONTRACTOR 15 RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION TO
<br />ENSURE THE SAFETY OF THE BUILDING UNTIL STRUCTURAL SYSTEM 15 COMPLETED. TH15
<br />INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING,
<br />SHORING, &UY5 OR TIE DOWN5 THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE
<br />REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF
<br />THE PROJECT.
<br />3. CONTRACTOR TO SUPPORT, BRACE AND SECURE EX15TIN6 STRUCTURE AS REQUIRED,
<br />CONTRACTOR 15 SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING
<br />CONSTRUCTION,
<br />4. APPLICABLE BUILDING CODE: 2010 FLORIDA BUILDING CODE.
<br />5. 6RAVITY DE516N LOA05:
<br />SUPERIMPOSED
<br />AREA LIVE LOAD TOTAL DEAD LOAD
<br />ROOF 20 PSF 25 P5F
<br />b. WIND DE516N CRITERIA:
<br />ULTIMATE BASIC WIND SPEED: VOLT = 145 MPH (3 SECOND 6U5T).
<br />EQUIVALENT NOMINAL BASIC WIND SPEED VA5D = 113 MPH (3 SECOND 6U5T).
<br />RI5K CATEGORY = II
<br />EXP05URE CATEGORY = G
<br />ENCLOSED BUILDING INTERNAL PRE55URE COEFFICIENT, &GPI= +/-O.IS
<br />1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACGORDANGE WITH THE
<br />REFERENCED BUILDING CODE.
<br />8. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS.
<br />DO NOT SCALE DRAWIN65,
<br />q. CONTACT ENGINEER WITH ANY QUESTIONS OR 015GREPANGIE5 FOUND ON DRAWIN65.
<br />10. CONTRACTOR TO VERIFY ALL EXI5TIN6 DIMENSIONS, ELEVATIONS, AND CONDITIONS
<br />PRIOR TO BEGINNING CONSTRUCTION.
<br />11. SUBMIT SHOP DRAWIN65 AS REQUIRED HEREIN. ALLOW FOR TWO WEEK5 REVIEW TIME
<br />AFTER RECEIPT OF SUBMITTALS BY TH15 FIRM, ALL SUBMITTALS SHALL BE CHECKED AND
<br />516NED BY THE GENERAL CONTRACTOR AND 5I6NED/5EALED BY THE DELEGATED ENGINEER,
<br />WHERE SPECIFIED HEREIN.
<br />12. CONTRACTOR SHALL NOT BE RELIEVED FROM RESPONSIBILITY FOR ERRORS OR
<br />OM15510N5 IN SHOP DRAWIN65 OR MIX DE516N5 BY THE EN61NEER'5 REVIEW THEREOF.
<br />15. ANY GHANGE5 TO THE STRUCTURE SHALL HAVE BEEN REVIEWED AND APPROVED IN
<br />WRITING BY THE ENGINEER PRIOR TO COMMENCING WORK ON ITEMS AFFECTED.
<br />14. CONTRACTOR SHALL NOTIFY TH15 OFFICE WHEN THE E,TRUGTURAL SYSTEM 15
<br />SUBSTANTIALLY COMPLETED, AND BEFORE 5HEATHIN6, CEILINGS, OR ROOFING 15 INSTALLED.
<br />I. EXTERIOR GLAZED OPENIN65 SHALL BE DESIGNED IN ACCORDANCE WITH
<br />ACCEPTED ENGINEERING PRINCIPLES AND GOVERNING CODES.
<br />2. THIS BUILDING HAS BEEN DE516NED AS "ENCLOSED". REFER TO THE
<br />STRUCTURAL DRAWING5 FOR COMPONENTS AND CLADDING MINIMUM DE516N WIND
<br />PRESSURES,
<br />3. IF TH15 SITE 15 LOCATED WITHIN A WIND BORNE DEBRIS REGION, A5 5HOWN IN
<br />FIGURE IbOq OF THE FLORIDA BUILDING CODE, ALL EXTERIOR GLAZED OPENINGS
<br />SHALL BE DE516NED AND TESTED FOR M1551LE IMPACT OR PROTECTED BY
<br />APPROVED 5GREEN5 OR SHUTTERS.
<br />4. A LIGEN5ED PROFE55IONAL ENGINEER SHALL PE516N THE EXTERIOR GLAZED
<br />SYSTEMS, SHOP DRAWIN65, AND OVERSEE ANY LOAD TESTING.
<br />5. 516NED AND 5EALED SHOP DRAWIN65, NOTICE OF ACCEPTANCE (NOA), OR
<br />FLORIDA PRODUCT APPROVAL DOCUMENTATION SHALL BE SUBMITTED IN
<br />AGGORDANGE WITH THE ARCHITECT'S REQUIREMENTS.
<br />FrW
<br />I. WHERE NOTED HEREIN, A LICENSED PROFF-55IONAL (DELEGATED) ENGINEER SHALL BE
<br />RETAINED TO DE516N THE PRODUCT OR ASSEMBLY.
<br />2. THE DELEGATED ENGINEER SHALL BE EXPERIENCED IN THE DE516N OF THE
<br />REFERENCED PRODUCT OR ASSEMBLY.
<br />3. THE DELEGATED ENGINEER MUST BE PROVIDED WITH A COPY OF THESE DRAWING5
<br />AND SPECIFICATIONS.
<br />4. IT 15 THE DELEGATED ENGINEER'S RESPONSIBILITY TO REVIEW THE ENGINEER OF
<br />RECORDS WRITTEN ENGINEERING REQUIREMENTS AND AUTHORIZATION FOR THE DELEGATED
<br />ENGINEERING DOCUMENT TO DETERMINE THE APPROPRIATE SCOPE OF ENGINEERING.
<br />5. THE DELEGATED ENGINEERING DOCUMENT SHALL COMPLY WITH THE WRITTEN
<br />ENGINEERING REQUIREMENTS RECEIVED FROM THE ENGINEER OF RECORD. THEY SHALL
<br />INCLUDE THE PROJECT IDENTIFICATION AND THE CRITERIA USED A5 A BA515 FOR ITS
<br />PREPARATION. IF A DELEGATED ENGINEER DETERMINES THERE ARE DETAILS, FEATURES
<br />OR UNANTICIPATED PROJECT LIMITS WHICH CONFLICT WITH THE WRITTEN EN6INEERIN6
<br />REQUIREMENTS PROVIDED BY THE ENGINEER OF RECORD, THE DELEGATED ENGINEER
<br />SHALL TIMELY CONTACT THE ENGINEER OF RECORD FOR RE50LUTION OF CONFLICTS.
<br />6. THE DELEGATED ENGINEER SHALL FORWARD THE DELEGATED ENGINEERING
<br />DOCUMENT TO THE ENGINEER OF RECORD FOR REVIEW. ALL FINAL DELEGATED
<br />ENGINEERING DOCUMENTS REQUIRE THE IYPRE55ED SEAL AND SIGNATURE OF THE
<br />DELEGATED ENGINEER AND INCLUDE:
<br />A) DRAWIN65 INTRODUGIN6 ENGINEERIN6 INPUT SUCH AS DEFINING THE CONFIGURATION
<br />OR STRUCTURAL CAPACITY OF STRUCTURAL COMPONENT5 AND/OR THEIR ASSEMBLY INTO
<br />STRUCTURAL SYSTEMS.
<br />B) CALCULATIONS.
<br />I. A SUBSURFACE INVE5TI6ATION 15 BEING COMPLETED AT THE PROJECT 51TE BY
<br />DRI66ER5 ENGINEERING SERVICES INC. 501L BORING L065 AND 51TE PREPARATION
<br />PROCEDURES ARE INCLUDED IN THE PROJECT SOILS REPORT #DE5-15gg62P. WHICH
<br />WILL BE AN INTEGRAL PART OF THESE CONTRACT DOCUMENTS.
<br />2. 51TE WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SOILS
<br />REPORT.
<br />3. CONTRACTOR SHALL REVIEW THE 501L5 REPORT AND VERIFY THAT TEST BORIN65
<br />HAVE BEEN DONE UNDER ALL BUILDIN&(5) PRIOR TO BEGINNING EARTHWORK.
<br />4. INFORMATION FROM GEOTEGHNICAL REPORT:
<br />A) DESIGN 501L BEARING PRE55URE = _________ PSF. [TO BE VERIFIED W/ REPORT]
<br />B) ESTIMATED MAXIMUM SETTLEMENT = _________ INGHE5.
<br />[TO BE VERIFIED W/ REPORT]
<br />G) ESTIMATED DIFFERENTIAL SETTLEMENT = ------- INCHES.
<br />[TO BE VERIFIED W/ REPORT]
<br />5. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE
<br />FOLLOWING MINIMUM TESTS. REFER TO SOILS REPORT FOR ANY ADDITIONAL TE5TIN6.
<br />A) ONE DENSITY TEST FOR EACH 2,000 SQUARE FEET OF COMPACTED 5UB6RADE
<br />AND COMPACTED FILL.
<br />B) ONE DENSITY TEST AT EACH COLUMN FOOTING.
<br />G) ONE DENSITY TEST PER 50 FEET OF WALL FOOTING.
<br />6. ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER, ARCHITECT,
<br />STRUCTURAL ENGINEER, AND GENERAL CONTRACTOR.
<br />1. FOUNDATION WALL5 THAT RETAIN EARTH SHALL BE BRACED A6AIN5T BAGKFILLING
<br />PRE55URES UNTIL FLOOR 5LAB5 AT TOP AND BOTTOM ARE IN PLACE.
<br />5. THE 51DE5 OF FOOTINC75 MAY BE EARTH -FORMED IF THE EXCAVATION CAN BE KEPT
<br />VERTICAL, GLEAN, AND STABLE, OTHERWISE, PLYWOOD FORMS MUST BE USED.
<br />q. EXERCISE CARE WHEN COMPACTING NEAR ADJACENT STRUCTURES. FOLLOW THE
<br />REGOMMENDATION5 IN THE 501L5 REPORT AND DOCUMENT EXI5TIN& CONDITIONS WITH
<br />PHOTOGRAPH5 PRIOR TO 5TARTIN6 WORK.
<br />10. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND
<br />UTILITY LINES, TANKS, ETC. WITHIN THE CONSTRUCTION AREA AND RELOCATE THEM AS
<br />DIRECTED BY THE CIVIL ENGINEER.
<br />I. ALL GA5T-IN-PLAGE GONGRETE WORK INCLUDES REINFORCING STEEL AND RELATED
<br />WORK 5HOWN INCLUDING FORMWORK, 5ETTIN6 ANGHOR BOLTS, PLATES, FRAMES, DOWEL5
<br />FOR MASONRY OR OTHER ITEMS EMBEDDED IN CONCRETE.
<br />2. APPLIGABLE STANDARDS
<br />AGI NUMBER TITLE
<br />III STANDARD 5PECIFIGATION5 FOR TOLERANCES FOR
<br />CONCRETE GON5TRUGTION
<br />226 GROUND GRANULATED BLAST -FURNACE SLAG
<br />301 STANDARD 5PEGIFIGATION5 FOR STRUCTURAL
<br />CONCRETE FOR BUILDIN65
<br />502 GUIDE FOR GONGRETE FLOOR AND SLAB
<br />CONSTRUCTION
<br />504 GUIDE FOR MEASURING MIXING, TRANSPORTING AND PLAGING
<br />GONGRETE
<br />304.2R PLAGING GONCRETE BY PUMPING METHODS.
<br />505R HOT WEATHER CONGRETIN6
<br />306R GOLD WEATHER GONGRETING
<br />506 STANDARD PRACTICE FOR CURING GONGRETE
<br />30IR GUIDE FOR CONSOLIDATION OF CONCRETE
<br />315 MANUAL OF STANDARD PRACTICE FOR DETAILING
<br />CONCRETE STRUCTURES
<br />315 BUILDING CODE REQUIREMENTS FOR REINFORCED
<br />CONCRETE
<br />341 RECOMMENDED PRAGTIGE FOR GONGRETE FORMWORK
<br />GR51 NUMBER TITLE
<br />(03 RECOMMENDED PRACTICE FOR PLAGIN(5 REINFORCING BARS
<br />3. CONCRETE MATERIALS
<br />A) PORTLAND GEMENT - A5TM G 150, TYPE 1
<br />B) A66REGATE5 - NORMAL WEIGHT CONCRETE, COARSE AND FINE, A5TM G33.
<br />G) AIR -ENTRAINING - A5TM 6260
<br />D) WATER REDUCING - A5TM G4g4, TYPE A
<br />E) WATER - FRESH, GLEAN AND POTABLE
<br />F) NO ACCELERATORS, RETARDERS OR ADMIXTURES CONTAINING CHLORIDES WILL BE
<br />PERMITTED
<br />6) FLY-A5H - A5TM G615, GLASS F, 20% MAXIMUM OF GEMENTITIOU5 MATERIAL BY
<br />WEIGHT, DO NOT USE FOR EXPOSED 5LA55 OR ARCHITECTURAL CONCRETE.
<br />H) SUPER PLASTICIZER - A57M G4g4, TYPE F OR 6, WHERE AUTHORIZED BY THE
<br />ENGINEER.
<br />1) GROUND GRANULATED BLAST -FURNACE SLAG GEMENT - A5TM GgSq, 50% MAXIMUM BY
<br />WE I &HT.
<br />J) MAXIMUM AGGREGATE 51ZE - F0071N65 = #5I, OTHERS #67
<br />4. REINFORGING MATERIALS
<br />A) DEFORMED BARS - A5TM A615, GRADE 60
<br />B) SMOOTH DOWELS - A57M A615, PLAIN BARS, MINIMUM YIELD 5TRENGTH OF 60,000 P51.
<br />G) WELDED WIRE FABRIC - A57M AI85, PLAIN WIRE FABRIC IN FLAT 5HEET5 ONLY.
<br />D) ACCESSORIES TO CONFORM TO AGI 515.
<br />E) WHERE CONCRETE SURFACES ARE EXPOSED, MAKE TH05E PORTIONS OF ALL
<br />ACCESSORIES IN CONTACT WITH THE CONCRETE SURFACE OR WITHIN 1/2 INCH THEREOF, OF
<br />PLASTIC, OR 57AINLE55 STEEL.
<br />5. PROVIDE THE FOLLOWING MINIMUM CONCRETE STRENGTHS AT 28 DAYS:
<br />A) FOOTINGS, SLAB -ON -GRADE -------------------- 5000 P51
<br />B) MA50NRY WALL BEAMS, TIE COLUMNS ------------ 4000 P51
<br />G) FORMED COLUMNS, WALL5, BEAMS 8 5LAB5------- 4000 1-51
<br />6. CONCRETE MUST BE BATCHED, MIXED AND TRANSPORTED IN ACCORDANCE WITH THE
<br />5PEGIFIGA7ION5 FOR READY -MIXED CONCRETE A5TM C14.
<br />I. REQUIRED SLUMP = 4 PLUS OR MINUS ONE INCH.
<br />5. CONCRETE MUST BE PLACED WITHIN qO MINUTES OF BATCH TIME. WHEN AIR
<br />TEMPERATURE 15 BETWEEN b5 AND g0 DE6REE5 F, REDUCE MIXING AND DELIVERY TIME TO
<br />75 MINUTES. WHEN AIR TEMPERATURE 15 HI&HER THAN q0 DEGREES F, REDUCE MIXING AND
<br />DELIVERY TIME TO 60 MINUTES.
<br />g. DO NOT ADD WATER AT THE JOB 51TE WITHOUT APPROVAL OF THE PROJECT
<br />SUPERINTENDENT. DO NOT EXCEED THE SLUMP LIMITATION. USE ONLY GOLD WATER FROM
<br />THE TRUCK TANK. ANY ADDED WATER MU57 BE INDICATED ON THE DELIVERY TICKET PLUS
<br />THE NAME OF THE PERSON AUTHORIZING. TE57 CYLINDERS SHALL BE TAKEN AFTER THE
<br />ADDITION OF WATER.
<br />10. LAP SPLICE REINFORCING PER CONCRETE LAP SCHEDULE MINIMUM UNLE55 OTHERWISE
<br />5HOWN OR NOTED.
<br />11. PROVIDE CORNER BARS AT ALL WALL FOOTING, WALL AND BEAM CORNERS. SIZE
<br />AND NUMBER TO MATCH HORIZONTAL BARS.
<br />12. PROVIDE FOUNDATION DOWELS TO MATCH 51ZE AND NUMBER OF VERTICAL BARS.
<br />EMBED DOWELS TO:
<br />A) 3" ABOVE BOTTOM OF FOOTINGS
<br />15. REINFORCEMENT SHALL BE FASTENED AND SECURED TOGETHER TO PREVENT
<br />DISPLACEMENT BY CONSTRUCTION LOADS OR THE PLACING OF CONCRETE.
<br />14. REINFORCING BAR COVER
<br />A) FOOTINGS 2" (TOP), 3" (SIDES AND BOTTOM)
<br />B) COLUMNS AND BEAMS 1-1/2"
<br />C) 5LAB5 514" (INTERIOR), 1-1/2" (EXTERIOR)
<br />15. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWIN65, LENGTH OF HOOK, IF REQUIRED, 15
<br />NOT INCLUDED.
<br />16. SELECT PROPORTIONS IN ACCORDANCE WITH AGI 301 TO PROVIDE CONCRETE
<br />CAPABLE OF BEING PLACED WITHOUT EXCESSIVE SEGREGATION AND WITH ACCEPTABLE
<br />FINI5HIN6 PROPERTIES, DURABILITY, SURFACE HARDENERS, APPEARANGE, AND 57RENGTH
<br />REQUIREMENTS REQUIRED BY THESE SPECIFICATIONS.
<br />17. CHAIR WELDED WIRE FABRIC REINFORCING AT 3'-0" ON CENTER MAXIMUM IN EACH
<br />DIREGTION.
<br />15. MAXIMUM WATER TO CEMENT RATIO WHEN NO BACK-UP DATA 15 AVAILABLE:
<br />A) 4000 P51, 28-DAY COMPRESSIVE 5TRENGTH; W/C RATIO, 0.44 MAXIMUM
<br />(NON -AIR -ENTRAINED), 0.36 MAXIMUM (AIR -ENTRAINED).
<br />B) 5000 P51, 25-DAY COMPRESSIVE 5TRENGTH; W/G RATIO, 0.58 MAXIMUM
<br />(NON -AIR -ENTRAINED), 0.47 MAXIMUM (AIR -ENTRAINED).
<br />Iq. DATA TO BE SUBMITTED:
<br />A) INTENDED U5A6E AND LOCATION FOR EACH TYPE
<br />B) MIX DE516N FOR EACH TYPE
<br />G) CEMENT CONTENT IN POUNDS -PER -CUBIC, YARD
<br />D) COARSE AND FINE AGGREGATE IN POUNDS/CUBIC, YARD
<br />E) WATER CEMENT RATIO BY WEIGHT
<br />F) CEMENT TYPE AND MANUFACTURER
<br />6) SLUMP RANGE
<br />H) AIR CONTENT
<br />1) ADMIXTURE TYPE AND MANUFACTURER
<br />J) PERCENT ADMIXTURE BY WEIGHT
<br />K) 5TREN6TH TEST DATA REQUIRED TO ESTABLISH MIX DE516N.
<br />L) COMPLETE DETAIL AND PLAGING SHOP DRAWING5 FOR ALL REINFORGIN& STEEL
<br />INCLUDING ACCE55ORIE5 THAT HAVE BEEN REVIEWED AND STAMPED BY THE GENERAL
<br />CONTRACTOR. INCLUDE ALL REQUIRED DIMENSIONS AND ELEVATIONS (IE. TOP OF CONCRETE)
<br />20. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR PROVIDIN6 THE GON5TRUCTION OF
<br />FORMWORK, SHORING AND RE-5HORING IN ACCORDANCE WITH AGI 347.
<br />A) FORM AND SHORING DESIGN BY A P.E. RE6I5TERED IN THE STATE OF FLORIDA.
<br />21, SUBMIT FORM WORK AND SHORING DRAWIN675 TO LOCAL BUILDING DEPARTMENT WHEN
<br />REQUIRED BY FLORIDA THRESHOLD LAW.
<br />22. CONSTRUCTION JOINTS NOT 5HOWN ON THE DRAWIN65 MUST BE MADE AND LOCATED
<br />TO LEAST IMPAIR THE 5TRENGTH OF THE 5TRUGTURE.
<br />A) NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN BEAMS, GIRDERS AND
<br />SLABS.
<br />B) LOCATION OF ANY CONSTRUCTION JOINT NOT SHOWN 15 SUBJECT TO REVIEW AND
<br />ACCEPTANCE BY ENGINEER.
<br />23. INTERNAL VIBRATION, PROPERLY APPLIED 15 THE REQUIRED METHOD OF
<br />GON5OLIDATIN5 PLASTIC CONCRETE.
<br />24. PROVIDE 3/4" CHAMFER ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS AND WALL5
<br />UNLE55 OTHERWISE NOTED ON ARCHITECTURAL DRAWINGS.
<br />25. GONTRAGTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, AND SLAB
<br />RECE55E5 A5 REQUIRED BY OTHER TRADES BEFORE CONCRETE 15 PLACED. NO SLEEVE,
<br />OPENIN65, OR INSERT MAY BE PLACED IN BEAMS, JOISTS, OR COLUMN UNLE55 APPROVED
<br />BY THE ENGINEER.
<br />26. CONTRACTOR SHALL VERIFY EMBEDDED ITEMS INCLUDING, BUT NOT LIMITED TO,
<br />ANCHOR BOLTS, BOLT CLUSTERS, WELD PLATES, ETC., BEFORE PLACING GONCRETE. NOTIFY
<br />ENGINEER OF ANY GONFLIGT5 WITH REBAR.
<br />21. SEE ARCHITECTURAL DRAWIN65 FOR REQUIRED CONCRETE FINISHES.
<br />25. SLOPE WALKWAYS TO DRAIN AWAY FROM THE BUILDING.
<br />21, BUILDIN6 FLOOR AND SITE 5LA55-ON-6RADE SHALL BE 4" MINIMUM THICKNESS,
<br />UNLE55 NOTED OTHERWISE.
<br />A) REINFORCED WITH 6Xb - NIA X AIA W.W.F.
<br />B) PLACED ON 10 MIL POLYETHYLENE VAPOR RETARDER. LAP 6" AND TAPE ALL JOINTS.
<br />G) 5AW-GUT CONTROL JOINTS @ LE55 THAN OR EQUAL TO 15'-0" EACH WAY.
<br />D) PROVIDE HOUSEKEEPING PADS AS REQUIRED.
<br />E) SEE DRAWIN65 FOR ANY ADDITIONAL CONDITIONS.
<br />50. TE5TIN6
<br />A) A QUALIFIED TE5TIN6 LAB SHALL BE RETAINED TO PERFORM QUALITY CONTROL
<br />WORK AND ON -SITE TESTING.
<br />B) SLUMP TEST - A5TM 143
<br />C) MOLD AND CURE TEST CYLINDERS (A5TM G-31) AND TEST CYLINDERS FOR
<br />5TREN6TH (A5TM 031). TAKE ONE TEST - FOUR CYLINDERS FOR EACH DAYS POUR OF 100
<br />GUBIG YARD5, OR FRACTION THEREOF. TEST ONE CYLINDER AT I DAYS, TWO AT 25 DAYS
<br />AND ONE HOLD. TEST CYLINDER SAMPLES SHALL BE TAKEN AT THE POINT OF DI5GHAROE
<br />WHEN U51N6 A PUMP.
<br />D) ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO THE OWNER,
<br />ENGINEER, ARCHITECT AND GENERAL CONTRACTOR.
<br />31. CONTRACTOR SHALL PROVIDE FLATNE55 AND LEVELNESS IN CONCRETE 5LAB5 PER
<br />AGI 302.IR, FIG. 5.1 MINIMUM REQUIRED "F" NUMBERS FOR TYPE OF SLAB USE. REFER TO AGI
<br />Ill FOR FLOOR TOLERANCES.
<br />32. REPAIR ANY CRACKS OR DEFECTIVE AREAS THAT WILL RESTORE THE AFFECTED
<br />SURFACE OR AREAS TO THEIR FULL DESIGN STRENGTH AND APPEARANCE. CONTACT THE
<br />STRUCTURAL ENGINEER FOR ADVICE AND EVALUATION.
<br />55. ACCEPTANCE OF THE STRUCTURE WILL BE MADE IN CONFORMANCE WITH AGI 501.
<br />34. ALL CAST -IN -PLACE CONCRETE MUST BE MAINTAINED WITH MINIMAL MOISTURE L055
<br />AT A RELATIVELY CONSTANT TEMPERATURE FOR A MINIMUM OF 1 DAYS FOLLOWING THE
<br />PLACING OF THE CONCRETE BY THE USE OF A WATER SPRAY, WATER SATURATED FABRIC,
<br />MOISTURE RETAINING MEMBRANE OR LIQUID CURING COMPOUND.
<br />55. CURE 5LA55-ON-6RADE FOR THE FIRST 72 HOURS BY THE USE OF:
<br />A) FOG SPRAYING
<br />B) PONDING
<br />C) SPRINKLING
<br />D) CONTINUOUSLY NET ABSORPTIVE MATS OR FABRIC
<br />E) CONTINUE CURING BY USE OF MOISTURE RETAINING COVER UNTIL CONCRETE HAS
<br />OBTAINED ITS SPECIFIED 2b DAY COMPRESSIVE 5TREN6TH.
<br />F) OR LIQUID CURING COMPOUND AFTER FINI5HIN6 PROCE55 15 GOMPLETED.
<br />6) CONCRETE NET CURE TIME TO BE 7 DAYS MINIMUM AT 50 DEGREES MINIMUM
<br />TEMPERATURE.
<br />56. SUBMIT MATERIALS AND METHOD OF CURING FOR REVIEW,
<br />57. DO NOT USE MOISTURE RETAINING CURING GOMPOUND5 FOR CURING
<br />SURFACES TO RECEIVE CARPET, FLEXIBLE FLOORING, CERAMIC TILED FLOORS
<br />OR OTHER SPECIFIED FLOOR SYSTEMS, UNLE55 IT HAS BEEN DEMONSTRATED
<br />THAT 5UGH COMPOUNDS WILL NOT PREVENT BOND.
<br />55. DO NOT PERMIT CONCRETE NOT FULLY CURED TO BE EXPOSED TO
<br />EXCE551VE TEMPERATURE GHANGE5 OR HIGH WINDS.
<br />3q. POUR ALL GROUND SLABS ON 10 MIL MINIMUM VAPOR RETARDER IN
<br />COMPLIANCE WITH A5TM E1145, LAPPED 6" MINIMUM AND FULLY TAPED.
<br />40. EQUIPMENT MADE OF ALUMINUM OR ALUMINUM ALLOYS, SHALL NOT BE USED
<br />FOR PUMP LINES, TREMIE5, OR CHUTES OTHER THAN SHORT CHUTES SUCH A5
<br />TH05E USED TO CONVEY CONCRETE FROM A TRUCK MIXER,
<br />41. THE CODE PROHIBITS THE USE OF ALUMINUM (CONDUIT, PIPES, ETC) IN
<br />STRUCTURAL CONCRETE UNLE55 IT 15 EFFECTIVELY COATED OR COVERED
<br />FREC,A5T C.ONGRETE U-LINTEL5 AND
<br />ILL
<br />I. UNITS SHALL BE FABRICATED BY A FIRM ENGAGED IN THE MANUFACTURING
<br />OF PRECAST AND PRE-5TRE55ED CONCRETE U-LINTEL5 AND 51LL5 FOR A MINIMUM
<br />OF 5 YEARS. FABRICATOR SHALL HAVE A QUALITY ASSURANCE PROGRAM THAT
<br />COMPLIES WITH THE PROCEDURES OF MANUAL Il(o BY THE PRECA5T/PRE-5TRE55ED
<br />CONCRETE INSTITUTE PGI).
<br />2. PLANT RECORDS OF PRODUCTION AND QUALITY CONTROL SHALL BE KEPT IN
<br />ACCORDANCE WITH PGI RECOMMENDATIONS AND MADE AVAILABLE UPON REQUEST
<br />FOR THE ARCH ITECT/EN6INEER.
<br />3. CODES AND 5TANDAR05:
<br />A) AMERIGAN 50GIETY FOR TESTING AND MATERIAL5(A5TM)
<br />1) G33 - SPECIFICATION FOR CONCRETE A66RE(5ATE5
<br />2) C150 - SPECIFICATION FOR PORTLAND CEMENT
<br />B) PRECAST/PRE-STRESSED CONCRETE INSTITUTE (PGI) STANDARDS: MANUAL
<br />FOR QUALITY CONTROL FOR PRECAST AND PRE-5TRE55ED CONCRETE MNL-11(o.
<br />G) AMERIGAN CONCRETE INSTITUTE: BUILDING CODE REQUIREMENTS FOR
<br />STRUCTURAL CONCRETE (AGI 515)
<br />D) AMERIGAN CONCRETE INSTITUTE: BUILDING CODE REQUIREMENTS FOR
<br />MASONRY STRUGTURES (AGI 550)
<br />4. CONCRETE MATERIALS:
<br />A) PORTLAND GEMENT: A5TM C150 TYPE I OR 111, GRAY COLOR
<br />B) A667REGATE5: A5TM G33
<br />G) WATER: POTABLE
<br />D) ADMIXTURES: SHALL NOT CONTAIN CALCIUM GHLORIDE OR CHLORIDE
<br />IONS
<br />5. REINFORCING
<br />A) DEFORMED REINFORCEMENT: A5TM A615 GRADE 40 OR 60.
<br />B) PRE-5TRE551N6 STRAND: A57M A41(o 210 K51 LL.
<br />(o. U-LINTEL UNITS 14 FEET IN OVERALL LENGTH AND SHORTER SHALL BE MADE
<br />OF CONCRETE WITH A MINIMUM 5TRENGTH OF 3500 P51 AT 25 DAYS.
<br />1. SILL UNITS SHALL BE MADE OF CONCRETE WITH A MINIMUM 5TRENGTH OF
<br />3000 P51 AT 2b DAYS.
<br />5. UNITS SHALL BE SAND BLOCK FIN15H EXCEPT PRE-5TRE55ED, 6" WIDE, AND
<br />12" WIDE U-LINTEL5 SHALL BE SMOOTH FORM FINISHED.
<br />q. PRECAST CONCRETE U-LINTEL5 SHALL BE DE516NED BY A LICENSED
<br />DELEGATED ENGINEER.
<br />10. SUBMITTALS
<br />A) PROVIDE MANUFACTURER'S CATALOG ENGINEERING DATA.
<br />B) MANUFACTURER SHALL RATE U-LINTEL UNITS FOR GRAVITY, UPLIFT, AND
<br />LATERAL LOADS IN UNITS OF POUNDS PER LINEAR FOOT.
<br />I. HOLLOW LOAD BEARING UNITS SHALL CONFORM TO A5TM GgO, NORMAL
<br />WEIGHT, TYPE 11. MINIMUM NET COMPRESSIVE UNIT 5TRENGTH = 2000 PSI. (NET AREA
<br />COMPRESSIVE MA50NRY 5TRENGTH F'M = 1500 PSI).
<br />2. MORTAR SHALL BE TYPE 5 AND CONFORM TO A5TM 0210 (PROPORTION OR
<br />PROPERTY SPECIFICATION) WITH A MINIMUM AVERAGE COMPRESSIVE STRENGTH AT
<br />28 DAYS OF ISOO PSI.
<br />3. COARSE GROUT SHALL CONFORM TO A5TM G416:
<br />A) 2500 P51 AT 25 DAYS.
<br />B) 1/4" MAXIMUM AGGREGATE.
<br />G) 5" - 11" SLUMP.
<br />4. CODES AND STANDARDS:
<br />A) SPECIFICATIONS FOR MA50NRY STRUCTURES - AGI 530.1/A5CE (o/ TM5 602
<br />15 INCLUDED BY REFERENCE IN ITS ENTIRETY.
<br />B) BUILDING CODE REQUIREMENTS FOR MA50NRY STRUCTURES - AGI 530/ A5GE
<br />5/TM5 402.
<br />5. A REINFORCED TIE BEAM SHALL BE PROVIDED IN ALL WALL5 5HOWN ON THE
<br />STRUCTURAL DRAWIN65 AT EAGH FLOOR, THE ROOF, AND AT TOP OF ANY PARAPET
<br />WALL. USE GALVANIZED MESH -TYPE CELL CAP5. PROVIDE CORNER BARS AT ALL
<br />BEAM CORNERS TO MATCH HORIZONTAL BARS.
<br />6. UNLE55 NOTED OTHERWI5E, TIE BEAMS SHALL BE AS FOLLOW5:
<br />A) ROOF LEVEL: 8" X 24" CONCRETE TIE BEAM W/ (2) #5 CONT. TOP $ BOTTOM
<br />AND #3 TIES @ 24" O.G.
<br />B) TOP OF PARAPET: (1) #5 BAR IN GROUTED KNOCK -OUT BLOCKS.
<br />1. VERTICAL BARS SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM OF
<br />BAR AND AT b'-O" O.G. MAXIMUM WITH A MINIMUM CLEARANCE OF 1/2" FROM
<br />MASONRY. THE CLEAR DISTANCE BETWEEN 5AR5 SHALL NOT EXCEED ONE BAR
<br />DIAMETER, OR MORE THAN 1". CENTER BARS IN WALL5 U.N.O.
<br />8. VERTICAL REINFORCIN6 SHALL BE AS SHOWN ON THE DRAWIN65. FILL
<br />CELLS WITH COARSE GROUT A5 SPECIFIED. PROVIDE AGI 10 DEGREE
<br />STANDARD HOOK5 INTO FOOTING AND ROOF TIE BEAM. LAP SPLICE
<br />VERTICAL REINFORCEMENT ABOVE FOOTING AND ABOVE EACH FLOOR LEVEL
<br />UNLE55 NOTED OTHERWI5E. MAINTAIN VERTICAL REINFORCING SHOWN ON PLANS
<br />ABOVE AND BELOW MA50NRY OPENINGS. CONTINUE FOUNDATION DOWELS BELOW
<br />ALL MA50NRY OPENINGS.
<br />q. REINFORCED FILL CELLS ARE TO BE GLEAN AND FREE OF ANY FOREIGN
<br />MATERIAL OR DEBRIS. REMOVE ANY INSULATING MATERIAL FROM CELLS, INCLUDING
<br />POLYSTYRENE INSULATING INSERTS, PRIOR TO GROUT POUR.
<br />10. REINFORCING BAR5 SHALL BE STRAIGHT EXCEPT FOR BENDS AROUND
<br />GORNER5 AND WHERE BEN05 OR HOOKS ARE DETAILED ON THE PLANS.
<br />11. REINFORCING BARS SHALL BE LAPPED PER MA50NRY LAP SCHEDULE MINIMUM
<br />(UNLE55 OTHERWISE NOTED) WHERE SPLICED AND SHALL BE WIRED TOGETHER.
<br />12. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL GORE, IT
<br />SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN 51X VERTICALS. DOWEL5
<br />SHALL BE GROUTED INTO A GORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT 15 IN AN
<br />ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT.
<br />15. PROVIDE HORIZONTAL WALL REINFORCING (g 6A.) HOT DIPPED GALVANIZED
<br />LADDER TYPE DUR-O-WALL (OR EQUIVALENT) AT 16" O.G. JOINT REINFORCING SHALL
<br />CONFORM TO A5TM A-151.
<br />14. PROVIDE HORIZONTAL JOINT REINFORCEMENT AT DOORS AND WINDOW5 FOR
<br />FIRST AND SECOND BLOCK COURSE ABOVE AND BELOW APERTURES. RUN
<br />REINFORCING CONTINUOUS OR EXTEND TWO FEET FROM APERTURE EDGE.
<br />15. WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST b" AT 5PLICE5 AND
<br />SHALL CONTAIN AT LEAST ONE GROSS WIRE OF EAGH PIEGE OF REINFORCEMENT IN
<br />THE LAPPED DISTANCE.
<br />16. CLEANOUT5 SHALL BE PROVIDED IN THE BOTTOM COURSE OF MASONRY IN
<br />EACH GROUT POUR WHEN THE POUR HEIGHT EXCEEDS 5'. GLEANOUT5 TO BE 5AW-GUT
<br />4" X 4".
<br />11. &ROUT POUR HEIGHT SHALL NOT EXCEED 24'. PLACE GROUT IN 5' MAX. LIFTS
<br />HEIGHTS.
<br />15. CONSOLIDATE GROUT POURS AT THE TIME OF PLACEMENT BY MECHANICAL
<br />MEANS AND RECONSOLIDATE AFTER INITIAL WATER L055 AND SETTLEMENT.
<br />lg. ALL MA50NRY FOUNDATION 5TEMWALL5 AND RETAINING WALL5 SHALL BE
<br />FULLY GROUTED.
<br />20. STORE BLOCKS ON PALLETS AND COVER WITH PLASTIC, 5HEETIN5.
<br />21. PLACE MASONRY IN RUNNING BOND WITH 5/8" MORTAR JOINTS. PROVIDE
<br />COMPLETE COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL AND VERTICAL.
<br />FULLY MORTAR WEB5 IN ALL COURSES OF PIERS, GOLUMN5, AND PILASTERS AND
<br />ADJACENT TO GROUTED CELLS.
<br />22. SEE DRAWIN65 FOR MASONRY CONTROL JOINT LOCATIONS. SPACE AT 26'-0"
<br />O.G. AT EXTERIOR WALL5, 32'-0" O.G. AT INTERIOR WALL5 UNLE55 NOTED
<br />OTHERWI5E.
<br />25. SUBMITTALS:
<br />A) SUBMIT PROP05ED GROUT MIX DE516N PRIOR TO CONSTRUCTION.
<br />B) SUBMIT PROP05ED MORTAR MIX DESIGN PRIOR TO CONSTRUCTION.
<br />G) SUBMIT DETAILED SHOP DRAWIN65 OF REINFORCING 5AR5 5HOWING NUMBER,
<br />SIZE, AND LOCATION. INCLUDE BAR LISTS AND BEND DIAGRAMS. INCLUDE ALL
<br />REQUIRED DIMENSIONS AND ELEVATIONS.
<br />D) SUBMIT COMPRESSIVE 5TREN6TH TE5T5 OF PROPOSED MASONRY UNITS PRIOR
<br />TO CONSTRUCTION. MASONRY UNITS ARE TO BE TESTED IN ACCORDANCE WITH A5TM
<br />G140.
<br />24. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE
<br />FOLLOWING TESTS:
<br />A) SAMPLE AND TEST GROUT IN ACCORDANCE WITH A5TM CIOIq FOR
<br />EACH 5000 5Q. FT. OF MASONRY.
<br />B) SLUMP TESTS - A5TM C,145.
<br />C) MA50NRY PRI5M TEST IN ACCORDANCE WITH A5TM G1314. PROVIDE ONE SET
<br />OF 3 PRISMS PRIOR TO CONSTRUCTION AND DURING CONSTRUCTION FOR EACH
<br />5000 5Q. FT. OF WALL.
<br />25. PROVIDE 5" DEEP PREGA5T REINFORCED CONCRETE LINTEL5 OVER ALL
<br />MASONRY OPENIN65 NOT 5HOWN TO HAVE A STRUCTURAL BEAM. MINIMUM END
<br />BEARING = 5". LINTEL WIDTH TO MATCH MA50NRY WIDTH.
<br />26. TOPS OF PARTIALLY CONSTRUCTED WALL5 SHALL BE COVERED WITH
<br />VI5QUEEN WHENEVER RAIN OCCURS AND AT THE END OF THE WORK DAY.
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