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<br />STRUCTURAL SPECIFICATIONS
<br />MISCELLANEOUS
<br />1. THE STRUCTURAL SYSTEM IS UNSTABLE UNTIL ALL CONNECTIONS HAVE BEEN
<br />MADE AND ALL CONCRETE HAS REACHED ITS MINIMUM DESIGN STRENGTH, AS
<br />SHOWN IN THE STRUCTURAL DOCUMENTS.
<br />2. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION
<br />TO ENSURE THE SAFETY OF THE BUILDING UNTIL STRUCTURAL SYSTEM IS
<br />COMPLETED. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF
<br />WHATEVER TEMPORARY BRACING, SHORING, GUYS OR TIE DOWNS THAT MAY BE
<br />NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE
<br />PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT.
<br />3. CONTRACTOR TO SUPPORT, BRACE AND SECURE EXISTING STRUCTURE AS
<br />REQUIRED. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE
<br />BUILDING DURING CONSTRUCTION.
<br />7. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE
<br />REFERENCED BUILDING CODE.
<br />8. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL
<br />DRAWINGS. DO NOT SCALE DRAWINGS.
<br />9. CONTACT ENGINEER WITH ANY QUESTIONS OR DISCREPANCIES FOUND ON
<br />DRAWINGS.
<br />10. CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, AND
<br />CONDITIONS PRIOR TO BEGINNING CONSTRUCTION.
<br />11. SUBMIT SIGNED & SEALED SHOP DRAWINGS AS REQUIRED HEREIN. ALL
<br />SUBMITTALS SHALL BE CHECKED AND SIGNED BY THE GENERAL CONTRACTOR AND
<br />SIGNED AND SEALED BY THE DELEGATED ENGINEER, WHERE SPECIFIED HEREIN.
<br />12. SUBMIT ONE PRINT AND ONE REPRODUCIBLE OF ALL SHOP DRAWINGS.
<br />IT IS THE FULL RESPONSIBILITY OF THE G. C. TO CHECK COLRD.
<br />VERIFY THE CONFORMANCE OF SHOP DRAWINGS WITH CONTRACT DOCUMENTS.
<br />AND APROVE ALL SHOP DRAWINGS.
<br />13. ANY CHANGES TO THE STRUCTURE SHALL HAVE BEEN REVIEWED AND
<br />APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING WORK ON
<br />ITEMS AFFECTED.
<br />14. CONTRACTOR SHALL NOTIFY THE BUILDING DEPT. WHEN THE STRUCTURAL SYSTEM
<br />IS SUBSTANTIALLY COMPLETED, AND BEFORE SHEATHING, CEILINGS, OR ROOFING IS
<br />INSTALLED.
<br />SITE WORK
<br />1. A SUBSURFACE INVESTIGATION IS TO BE COMPLETED AT THE PROJECT SITE BY A FL
<br />LICENSED P.E. BORING LOGS AND SITE PREPARATION PROCEDURES SHALL BE
<br />INCLUDED IN THE PROJECT SOILS REPORT, WHICH WILL BE AN INTEGRAL PART OF
<br />THESE CONTRACT DOCUMENTS.
<br />2. ALL SITE WORK INCLUDING STRIPPING, BACK FILLING & PROOF ROLLING SHALL
<br />BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT.
<br />3. SINCE DESIGN SOIL BEARING PRESSURE INFO. WAS NOT AVAILABLE AT THE
<br />TIME THESE DRAWINGS WERE PREPARED, A SOIL BEARING PRESSURE CAPACITY
<br />OF 1500 PSF WAS ASSUMED. (CONTRACTOR VERIFY)
<br />6. FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST
<br />BACKFILLING PRESSURES UNTIL FLOOR SLABS AT TOP AND BOTTOM ARE IN
<br />PLACE.
<br />7. THE SIDES OF FOOTINGS MAY BE EARTH FORMED IF THE EXCAVATION CAN BE
<br />KEPT VERTICAL, CLEAN, AND STABLE, OTHERWISE, PLYWOOD FORMS MUST BE
<br />USED. IF EARTH SIDE FORMS ARE TO BE USED, INCREASE FOOTING DIMENSIONS
<br />BY 2".
<br />8. EXERCISE CARE WHEN COMPACTING NEAR ADJACENT STRUCTURES. FOLLOW
<br />THE RECOMMENDATIONS IN THE SOILS REPORT AND DOCUMENT EXISTING
<br />CONDITIONS WITH PHOTOGRAPHS PRIOR TO STARTING WORK.
<br />CAST IN PLACE CONCRETE
<br />1. ALL CAST IN PLACE CONCRETE WORK INCLUDES REINFORCING STEEL AND
<br />RELATED WORK SHOWN INCLUDING FORMWORK, SETTING ANCHOR BOLTS, PLATES,
<br />FRAMES, DOWELS FOR MASONRY OR OTHER ITEMS EMBEDDED IN CONCRETE.
<br />2. APPLICABLE STANDARDS
<br />ACI NUMBER TITLE
<br />117 STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE
<br />CONSTRUCTION
<br />226 GROUND GRANULATED BLAST FURNACE SLAG
<br />301 STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR
<br />BUILDINGS
<br />302 GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION
<br />304 GUIDE FOR MEASURING MIXING, TRANSPORTING AND PLACING
<br />CONCRETE
<br />304.2 R91 PLACING CONCRETE BY PUMPING METHODS.
<br />305R HOT WEATHER CONCRETING
<br />306R COLD WEATHER CONCRETING
<br />308 STANDARD PRACTICE FOR CURING CONCRETE
<br />309R GUIDE FOR CONSOLIDATION OF CONCRETE
<br />315 MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE
<br />STRUCTURES
<br />318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
<br />347 RECOMMENDED PRACTICE FOR CONCRETE FORMWORK
<br />63 RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS
<br />3. CONCRETE MATERIALS
<br />a) PORTLAND CEMENT: ASTM C 150, TYPE I
<br />b) AGGREGATES: NORMAL WEIGHT CONCRETE, COARSE AND FINE, ASTM C33
<br />c) AIR -ENTRAINING: ASTM C260
<br />d) WATER REDUCING: ASTM C494, TYPE A
<br />e) WATER: FRESH, CLEAN AND POTABLE
<br />f) NO ACCELERATORS, RETARDERS OR ADMIXTURES CONTAINING CHLORIDES
<br />WILL BE PERMITTED
<br />FLY -ASH: ASTM C618, CLASS F, 20% MAXIMUM BY WEIGHT. DO NOT
<br />USE FOR EXPOSED SLABS OR ARCHITECTURAL CONCRETE.
<br />h) SUPER PLASTICIZER: ASTM C494, TYPE F OR G, WHERE AUTHORIZED BY
<br />THE ENGINEER.
<br />i) GROUND GRANULATED BLAST FURNACE SLAG CEMENT: ASTM C989,
<br />% MAXIMUM BY WEIGHT.
<br />j) MAXIMUM AGGREGATE SIZE: FOOTINGS = #57, OTHERS #67
<br />4. REINFORCING MATERIALS
<br />a) DEFORMED BARS: ASTM A615, GRADE 60
<br />b) SMOOTH DOWELS: ASTM A615, PLAIN BARS, MINIMUM YIELD STRENGTH OF
<br />60,000 PSI.
<br />c) WELDED WIRE FABRIC: ASTM A185, PLAIN WIRE FABRIC IN FLAT SHEETS
<br />ONLY.
<br />d) ACCESSORIES TO CONFORM TO ACI 315.
<br />e) WHERE CONCRETE SURFACES ARE EXPOSED, MAKE THOSE PORTIONS OF
<br />ALL ACCESSORIES IN CONTACT WITH THE CONCRETE SURFACE OR WITHIN 1 /2
<br />INCH THEREOF, OF PLASTIC OR STAINLESS STEEL.
<br />5. PROVIDE THE FOLLOWING MINIMUM CONCRETE STRENGTHS AT 28 DAYS:
<br />a) FOOTINGS, SLAB -ON -GRADE = 3000 PSI
<br />b) MASONRY WALL BEAMS = 3000 PSI
<br />c) FORMED COLUMNS, BEAMS = 3000 PSI
<br />6. CONCRETE MUST BE BATCHED, MIXED AND TRANSPORTED IN ACCORDANCE
<br />WITH THE SPECIFICATIONS FOR READY MIXED CONCRETE ASTM C94.
<br />7. REQUIRED SLUMP = 4 PLUS OR MINUS ONE INCH.
<br />8. CONCRETE MUST BE PLACED WITHIN 90 MINUTES OF BATCH TIME.
<br />9. DO NOT ADD WATER AT THE JOB SITE WITHOUT APPROVAL OF THE PROJECT
<br />SUPERINTENDENT. DO NOT EXCEED THE SLUMP LIMITATION. USE ONLY COLD
<br />WATER FROM THE TRUCK TANK. ANY ADDED WATER MUST BE INDICATED ON
<br />THE DELIVERY TICKET PLUS THE NAME OF THE PERSON AUTHORIZING.
<br />10. LAP SPLICE ALL BARS 30 DIAMETERS MINIMUM UNLESS OTHERWISE SHOWN
<br />OR NOTED.
<br />11. PROVIDE CORNER BARS AT ALL WALL FOOTING, WALL AND BEAM CORNERS.
<br />SIZE AND NUMBER TO MATCH HORIZONTAL BARS.
<br />12. ALL REINFORCEMENT SHALL BE FASTENED AND SECURED TOGETHER TO
<br />PREVENT DISPLACEMENT BY CONSTRUCTION LOADS OR THE PLACING OF
<br />CONCRETE.
<br />13. REINFORCING BAR COVER
<br />a) FOOTINGS 3"
<br />b) COLUMNS AND BEAMS 1 1/2"
<br />c) SLABS 3/4" (INTERIOR) 1 1/2" (EXTERIOR)
<br />14. SELECT PROPORTIONS IN ACCORDANCE WITH ACI 301 TO PROVIDE CONCRETE
<br />CAPABLE OF BEING PLACED WITHOUT EXCESSIVE SEGREGATION AND WITH
<br />ACCEPTABLE FINISHING PROPERTIES, DURABILITY, SURFACE HARDENERS,
<br />APPEARANCE, AND STRENGTH REQUIREMENTS REQUIRED BY THESE
<br />SPECIFICATIONS.
<br />15. CHAIR WELDED WIRE FABRIC REINFORCING AT SO" ON CENTER MAXIMUM.
<br />16. MAXIMUM WATER TO CEMENT RATIO WHEN NO BACK-UP DATA IS AVAILABLE:
<br />a) 4000 PSI, 28 DAY COMPRESSIVE STRENGTH; W/C RATIO, 0.44
<br />MAXIMUM (NON AIR ENTRAINED), 0.36 MAXIMUM (AIR ENTRAINED).
<br />b) 3000 PSI, 28 DAY COMPRESSIVE STRENGTH; W/C RATIO, 0.58
<br />MAXIMUM (NON AIR ENTRAINED), 0.47 MAXIMUM (AIR ENTRAINED).
<br />17. DATA TO BE SUBMITTED:
<br />a) INTENDED USAGE AND LOCATION FOR EACH TYPE
<br />b) MIX DESIGN FOR EACH TYPE
<br />c) 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 />g) SLUMP RANGE
<br />h) AIR CONTENT
<br />i) ADMIXTURE TYPE AND MANUFACTURER
<br />j) PERCENT ADMIXTURE BY WEIGHT
<br />k) STRENGTH TEST DATA REQUIRED TO ESTABLISH MIX DESIGN.
<br />1) COMPLETE DETAIL AND PLACING SHOP DRAWINGS FOR ALL REINFORCING
<br />STEEL INCLUDING ACCESSORIES THAT HAVE BEEN REVIEWED AND STAMPED BY
<br />THE GENERAL CONTRACTOR. INCLUDE ALL REQUIRED DIMENSIONS AND ELEVATIONS
<br />(IE. TOP OF CONCRETE).
<br />18. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE
<br />CONSTRUCTION OF ALL FORMWORK, SHORING AND RESHORING IN ACCORDANCE
<br />WITH ACI 347.
<br />a) FORM AND SHORING DESIGN BY A PROFESSIONAL ENGINEER REGISTERED
<br />IN THE STATE OF FLORIDA.
<br />b) EARTH CUTS MAY BE USED AS FORMS FOR FOOTING VERTICAL SURFACES:
<br />INCREASE SIZE BY TWO INCHES.
<br />19. SUBMIT FORM WORK AND SHORING DRAWINGS TO LOCAL BUILDING
<br />DEPARTMENT WHEN REQUIRED BY FLORIDA THRESHOLD LAW.
<br />20. CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS MUST BE MADE AND
<br />LOCATED TO LEAST IMPAIR THE STRENGTH OF THE STRUCTURE.
<br />a) NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN BEAMS,
<br />AND SLABS.
<br />b) LOCATION OF ANY CONSTRUCTION JOINT NOT SHOWN IS SUBJECT TO
<br />REVIEW AND ACCEPTANCE BY ENGINEER.
<br />21. INTERNAL VIBRATION, PROPERLY APPLIED IS THE REQUIRED METHOD OF
<br />CONSOLIDATING PLASTIC CONCRETE.
<br />22. PROVIDE 3/4" CHAMFER ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS
<br />AND WALLS UNLESS OTHERWISE NOTED ON ARCHITECTURAL DRAWINGS.
<br />23. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, AND
<br />SLAB RECESSES AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED.
<br />NO SLEEVE, OPENINGS, OR INSERT MAY BE PLACED IN BEAMS, JOISTS, OR
<br />COLUMN UNLESS APPROVED BY THE ENGINEER.
<br />24. CONTRACTOR SHALL VERIFY EMBEDDED ITEMS INCLUDING, BUT NOT LIMITED
<br />TO, ANCHOR BOLTS, BOLT CLUSTERS, WELD PLATES, ETC., BEFORE PLACING
<br />CONCRETE. NOTIFY ENGINEER OF ANY CONFLICTS WITH REBAR.
<br />25. SEE DRAWINGS FOR REQUIRED CONCRETE FINISHES.
<br />26. SLOPE ALL BALCONIES AND WALKWAYS TO DRAIN AWAY FROM THE BUILDING.
<br />27. ALL BUILDING SITE AND SLABS -ON -GRADE SHALL BE 4" MINIMUM
<br />THICKNESS.
<br />a) REINFORCED WITH 6X6, W1.4 X W1.4 W.W.F.
<br />b) PLACED ON 6 MIL POLYETHYLENE VAPOR BARRIER. LAP 6" AND TAPE
<br />ALL JOINTS.
<br />c) SAW CUT CONTROL JOINTS ® LESS THAN OR EQUAL TO 15'-0" EACH WAY.
<br />d) SEE DRAWINGS FOR ANY ADDITIONAL CONDITIONS.
<br />28. TESTING
<br />a) A QUALIFIED TESTING LAB SHALL BE RETAINED TO PERFORM QUALITY
<br />CONTROL WORK AND ON SITE TESTING.
<br />b) AIR TEST. ASTM C231
<br />c) SLUMP TEST: ASTM 143
<br />d) MOLD AND CURE TEST CYLINDERS (ASTM C31) AND TEST CYLINDERS FOR
<br />STRENGTH (ASTM C39). TAKE ONE TEST. FOUR CYLINDERS FOR EACH DAYS
<br />POUR OF 50 CUBIC YARDS, OR FRACTION THEREOF. TEST ONE CYLINDER AT 7
<br />DAYS, TWO AT 28 DAYS AND ONE HOLD.
<br />e) ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO THE
<br />OWNER, ENGINEER, ARCHITECT AND GENERAL CONTRACTOR.
<br />29. CONTRACTOR SHALL PROVIDE FLATNESS AND LEVELNESS IN CONCRETE
<br />SLABS PER ACI 302.1R, FIG. 8.15.1.1 MINIMUM REQUIRED "F" NUMBERS FOR
<br />TYPE OF SLAB USE. REFER TO ACI 117 FOR FLOOR TOLERANCES.
<br />30. REPAIR ANY CRACKS OR DEFECTIVE AREAS THAT WILL RESTORE THE
<br />AFFECTED SURFACE OR AREAS TO THEIR FULL DESIGN STRENGTH AND
<br />APPEARANCE. CONTACT THE STRUCTURAL ENGINEER FOR ADVICE AND
<br />EVALUATION.
<br />31. ACCEPTANCE OF THE STRUCTURE WILL BE MADE IN CONFORMANCE WITH
<br />ACI 301.
<br />PRECAST CONCRETE U-LINTELS AND SILLS
<br />1. UNITS SHALL BE FABRICATED BY A FIRM ENGAGED IN THE MANUFACTURING
<br />OF PRECAST AND PRE -STRESSED CONCRETE U-LINTELS AND SILLS FOR A
<br />MINIMUM OF 5 YEARS. FABRICATOR SHALL HAVE A QUALITY ASSURANCE
<br />PROGRAM THAT COMPLIES WITH THE PROCEDURES OF MANUAL 116 BY THE
<br />PRECAST/PRE-STRESSED CONCRETE INSTITUTE PCI).
<br />2. PLANT RECORDS OF PRODUCTION AND QUALITY CONTROL SHALL BE KEPT IN
<br />ACCORDANCE WITH PCI RECOMMENDATIONS AND MADE AVAILABLE UPON REQUEST
<br />FOR THE ARCHITECT/ENGINEER.
<br />3. CODES AND STANDARDS:
<br />a) AMERICAN SOCIETY FOR TESTING AND MATERIALS(ASTM)
<br />1) C33 - SPECIFICATION FOR CONCRETE AGGREGATES
<br />2) C150 - SPECIFICATION FOR PORTLAND CEMENT
<br />b) PRECAST/PRE-STRESSED CONCRETE INSTITUTE (PCI) STANDARDS: MANUAL
<br />FOR QUALITY CONTROL FOR PRECAST AND PRE -STRESSED CONCRETE MNL-116.
<br />c) AMERICAN CONCRETE INSTITUTE: BUILDING CODE REQUIREMENTS FOR
<br />STRUCTURAL CONCRETE (ACI 318)
<br />d) AMERICAN CONCRETE INSTITUTE: BUILDING CODE REQUIREMENTS FOR
<br />MASONRY STRUCTURES ACI 530)
<br />4. CONCRETE MATERIALS:
<br />a) PORTLAND CEMENT. ASTM C150 TYPE I OR III, GRAY COLOR
<br />b) AGGREGATES: ASTM C33
<br />c) WATER: POTABLE
<br />d) ADMIXTURES: SHALL NOT CONTAIN CALCIUM CHLORIDE OR CHLORIDE IONS
<br />5. REINFORCING
<br />a) DEFORMED REINFORCEMENT: ASTM A615 GRADE 40 OF 60.
<br />b) PRE -STRESSING STRAND: ASTM A416 270 KSI LL.
<br />6. ALL U-LINTEL UNITS 14 FEET IN OVERALL LENGTH AND SHORTER SHALL BE
<br />MADE OF CONCRETE WITH A MINIMUM STRENGTH OF 3500 PSI AT 28 DAYS.
<br />7. ALL U-LINTEL UNITS EXCEEDING 14 FEET IN OVERALL LENGTH SHALL BE
<br />MADE OF CONCRETE WITH A MINIMUM STRENGTH OF 6000 PSI AT 28 DAYS AND
<br />SHALL BE PRE -STRESSED CONCRETE.
<br />8. ALL SILL UNITS SHALL BE MADE OF CONCRETE WITH A MINIMUM STRENGTH
<br />OF 3000 PSI AT 28 DAYS.
<br />9. ALL UNITS SHALL BE SAND BLOCK FINISH EXCEPT PRE -STRESSED, 6" WIDE,
<br />AND 12" WIDE U-LINTELS SHALL BE SMOOTH FORM FINISHED.
<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 />FIBROUS REINFORCING (ALTERNATE TO W.W.F. IN SLAB ON GRADE)
<br />1. REINFORCING FIBERS TO BE VIRGIN 100 % POLYPROPYLENE FIBERS,
<br />SPECIFICALLY MANUFACTURED FOR USE IN CONCRETE, CONTAINING NO
<br />REPROCESSED OLEFIN MATERIALS, WITH THE FOLLOWING MINIMUM PHYSICAL
<br />CHARACTERISTICS:
<br />a) SPECIFIED GRAVITY: 0.91
<br />b) YOUNG'S MODULUS 0.5 (3.5 kn/mm2
<br />c) TENSILE STRENGTH: 45 TO 60 KSI
<br />d) LENGTH: 3/4" MAXIMUM, MULTI GRADATION DESIGN.
<br />2. REINFORCING FIBERS TO BE SUPPLIED BY THE FOLLOWING APPROVED
<br />MANUFACTURERS:
<br />a) "FIBERSTRAND 100", EUCLID CHEMICAL COMPANY
<br />b) "FIBERMESH INFORCE e3 OR STEALTH e3", SI CONCRETE SYSTEMS
<br />c) "FORTA ECONO NET", FORTA CORPORATION
<br />d) "NYCON SUPER FIBERS", NYCON, INC.
<br />3. FIBERS TO BE ADDED IN MANUFACTURER'S APPROVED AMOUNT WITH A
<br />MINIMUM OF 1.5 LBS PER CUBIC YARD FOR POLY AND NYLON.
<br />4. CONCRETE TO BE MIXED IN ACCORDANCE WITH FIBER MANUFACTURER'S
<br />RECOMMENDATIONS FOR UNIFORM AND COMPLETE DISPERSION OF FIBER BUNDLES
<br />INTO SINGLE MONOFILAMENTS WITHIN CONCRETE.
<br />5. REINFORCING FIBERS ONLY TO BE USED IN CONCRETE SLAB ON GRADES, AND
<br />NOT IN PRECAST PLANK OR METAL DECK TOPPING SLABS.
<br />6. FOR A "NONE HAIRY" FINISH, USE A MONOFILAMENT FIBER. MORE
<br />DEMANDING APPLICATIONS, USE A COLLATED FIBRILLATED FIBER, WHICH WILL
<br />WEAR AWAY OVER TIME.
<br />MASONRY
<br />1. HOLLOW LOAD BEARING UNITS SHALL CONFORM TO ASTM C90, NORMAL
<br />WEIGHT, TYPE II. MINIMUM NET COMPRESSIVE UNIT STRENGTH = 2000 PSI.
<br />(NET AREA COMPRESSIVE MASONRY STRENGTH f'm = 1500 PSI).
<br />2. MORTAR SHALL BE TYPE M OR S AND CONFORM TO ASTM C270 PROPORTION
<br />OR PROPERTY SPECIFICATION) WITH A MINIMUM AVERAGE COMPRESSIVE STRENGTH
<br />AT 28 DAYS OF 2500 PSI (TYPE M) AND 1800 PSI (TYPE S).
<br />3. COARSE GROUT SHALL CONFORM TO ASTM C476:
<br />a) 2500 PSI AT 28 DAYS.
<br />b) 1/4" MAXIMUM AGGREGATE.
<br />c) 8" TO 11" SLUMP.
<br />4. CODES AND STANDARDS:
<br />a) SPECIFICATIONS FOR MASONRY STRUCTURES - ACI 530.1 /ASCE
<br />6/TMS 602 IS INCLUDED BY REFERENCE IN ITS ENTIRETY.
<br />b) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES: ACI
<br />530/ASCE 5 99/TMS 402.
<br />5. A REINFORCED MASONRY BOND BEAM SHALL BE PROVIDED IN ALL WALLS
<br />SHOWN ON THE STRUCTURAL DRAWINGS AT EACH FLOOR, AND ROOF.
<br />USE GALVANIZED MESH TYPE CELL CAPS.
<br />BEAM CORNERS TO MATCH HORIZONTAL BARS. PROVIDE CORNER BARS AT ALL
<br />6. UNLESS NOTED OTHERWISE, TIE BEAMS SHALL BE AS FOLLOWS:
<br />a ROOF LEVEL: ONE COURSE OF KNOCK OUT BLOCK WITH (1) #5 CONT.
<br />b FLOOR LEVEL: TWO COURSE OF K. 0. BLOCK WITH (1) #5 CONT. IN EA. COURSE.
<br />7. VERTICAL BARS SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM OF
<br />BAR AND AT 8'0" O.C. MAXIMUM WITH A MINIMUM CLEARANCE OF 1/2" FROM
<br />MASONRY. THE CLEAR DISTANCE BETWEEN BARS SHALL NOT BE LESS THAN ONE
<br />BAR DIAMETER, NOR LESS THAN 1". CENTER BARS IN WALLS U.N.O.
<br />8. VERTICAL REINFORCING SHALL BE AS SHOWN ON THE DRAWINGS. FILL CELLS
<br />WITH COARSE GROUT AS SPECIFIED. PROVIDE ACI 90 DEGREE STANDARD HOOKS
<br />INTO F0011NG AND ROOF TIE BEAM. LAP SPLICE VERTICAL REINFORCEMENT
<br />ABOVE FOOTING AND ABOVE EACH FLOOR LEVEL UNLESS NOTED OTHERWISE.
<br />MAINTAIN VERTICAL REINFORCING SHOWN ON PLANS ABOVE AND BELOW MASONRY
<br />OPENINGS EXCEEDING 10'0" CLEAR. CONTINUE FOUNDATION DOWELS BELOW ALL
<br />MASONRY OPENINGS.
<br />9. ALL REINFORCED FILL CELLS ARE TO BE CLEAN AND FREE OF ANY FOREIGN
<br />MATERIAL OR DEBRIS. REMOVE ANY INSULATING MATERIAL FROM CELLS,
<br />INCLUDING POLYSTYRENE INSULATING INSERTS, PRIOR TO GROUT POUR.
<br />10. REINFORCING BARS SHALL BE STRAIGHT EXCEPT FOR BENDS AROUND
<br />CORNERS AND WHERE BENDS OR HOOKS ARE DETAILED ON THE PLANS.
<br />11. REINFORCING BARS SHALL BE LAPPED 48 BAR DIAMETERS WHERE SPLICED
<br />AND SHALL BE WIRED TOGETHER.
<br />12. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE,
<br />IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS.
<br />DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN
<br />THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT.
<br />13. PROVIDE HORIZONTAL WALL REINFORCING (9 GA.) GALVANIZED LADER TYPE
<br />DUR 0 WALL (OR EQUIVALENT) AT 16" O.C. JOINT REINFORCING SHALL CONFORM
<br />TO ASTM A 951.
<br />14. PROVIDE HORIZONTAL JOINT REINFORCEMENT AT DOORS AND WINDOWS
<br />FOR 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 6" AT SPLICES AND
<br />SHALL CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT
<br />IN THE LAPPED DISTANCE.
<br />16. CLEANOUTS SHALL BE PROVIDED IN THE BOTTOM COURSE OF MASONRY IN
<br />EACH GROUT POUR WHEN THE POUR HEIGHT EXCEEDS 5'. CLEANOUTS TO BE
<br />SAW CUT 4" X 4".
<br />17. GROUT POUR HEIGHT SHALL NOT EXCEED 24'. PLACE GROUT IN 5'
<br />MAXIMUM LIFTS HEIGHTS.
<br />18. CONSOLIDATE GROUT POURS AT THE TIME OF PLACEMENT BY MECHANICAL
<br />MEANS AND RECONSOLIDATE AFTER INITIAL WATER LOSS AND SETTLEMENT.
<br />19. STORE BLOCKS ON PALLETS AND COVER WITH VISQUEEN.
<br />20. PLACE ALL MASONRY IN RUNNING BOND WITH 3/8" MORTAR JOINTS.
<br />PROVIDE COMPLETE COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL AND
<br />VERTICAL. FULLY MORTAR WEBS IN ALL COURSES OF PIERS, COLUMNS, AND
<br />PILASTERS AND ADJACENT TO GROUTED CELLS.
<br />21. SEE DRAWINGS FOR MASONRY CONTROL JOINT LOCATIONS. SPACE AT
<br />26'0" O.C. AT EXTERIOR WALLS, 32'0" O.C. AT INTERIOR WALLS UNLESS NOTED
<br />OTHERWISE.
<br />22. MASONRY INSPECTION SHALL BE PROVIDED BY A QUALIFIED AGENT IN
<br />ACCORDANCE WITH ACI 530.
<br />a) NON -ESSENTIAL STRUCTURES: LEVEL 2, TABLE 1.14.1.2
<br />23. SUBMITTALS:
<br />a) SUBMIT PROPOSED GROUT MIX DESIGN PRIOR TO CONSTRUCTION.
<br />b) SUBMIT PROPOSED MORTAR MIX DESIGN PRIOR TO CONSTRUCTION.
<br />c) SUBMIT DETAILED SHOP DRAWINGS OF REINFORCING BARS SHOWING
<br />NUMBER, SIZE, AND LOCATION. INCLUDE BAR LISTS AND BEND DIAGRAMS.
<br />INCLUDE ALL REQUIRED DIMENSIONS AND ELEVATIONS.
<br />d) SUBMIT COMPRESSIVE STRENGTH TESTS OF PROPOSED MASONRY UNITS
<br />PRIOR TO CONSTRUCTION. MASONRY UNITS ARE TO BE TESTED IN ACCORDANCE
<br />WITH ASTM C140.
<br />24. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE
<br />FOLLOWING TESTS:
<br />a) SAMPLE AND TEST GROUT IN ACCORDANCE WITH ASTM C1019 FOR
<br />EACH 5000 SQ. FT. OF MASONRY.
<br />b) SLUMP TESTS: ASTM C143.
<br />c) MASONRY PRISM TEST IN ACCORDANCE WITH ASTM E447, METHOD B,
<br />MODIFIED AS FOLLOWS: ONE SET OF 3 PRISMS PRIOR TO CONSTRUCTION AND
<br />DURING CONSTRUCTION FOR EACH 5000 SQ. FT. OF WALL.
<br />25. PROVIDE 8" DEEP PRECAST REINFORCED CONCRETE LINTELS OVER ALL
<br />MASONRY OPENINGS NOT SHOWN TO HAVE A STRUCTURAL BEAM. MINIMUM END
<br />BEARING = 8". LINTEL WIDTH TO MATCH MASONRY WIDTH.
<br />26. TOPS OF PARTIALLY CONSTRUCTED WALLS SHALL BE COVERED WITH
<br />VISQUEEN WHENEVER RAIN OCCURS AND AT THE END OF THE WORK DAY.
<br />HAND RAILS
<br />1. AND ENGINEER REGISTERED IN THE STATE OF FL SHALL DESIGN RAILING
<br />SYSTEM AND CONNECTION OF IT TO THIS STRUCTURE.
<br />2. SUBMIT SHOP DRAWINGS BEARING THE EMBOSSED SEAL AND THE SIGNATURE
<br />OF THE ENGINEER FOR REVIEW PRIOR TO FABRICATION.
<br />3. THE CONFIGURATION OF THE RAILING SYSTEM SHALL BE AS SHOWN
<br />ON THE ARCHITECTURAL DRAWINGS.
<br />4. RAILING SYSTEM AND CONNECTIONS SHALL BE DESIGNED FOR
<br />APPLICABLE LOADS AS INDICATED ON THE PLANS AND IN THE BUILDING
<br />CODE. THE LOADS SHALL BE CLEARLY INDICATED ON SHOP DRAWINGS.
<br />5. SHOP DRAWINGS SHALL SHOW AND SPECIFY CONNECTIONS UTILIZED WITHIN
<br />THE RAILING SYSTEM AS WELL AS CONNECTIONS TO AND LOADS IMPOSED UPON
<br />THE STRUCTURAL SYSTEM SHOWN ON THESE PLANS.
<br />THERMAL & MOISTURE PROTECTION:
<br />SEE ATTACHED ROOF SPECIFICATION F BUILT
<br />1) S C ON OR INFO ON B L UP ROOF
<br />2) ALL ROOFING TO BE TIMBERLINE FIBERGLASS SHINGLES BY GAF OR
<br />EQUAL RIDGE VENTS TO BE INSTALLED PER ROOF PLAN.
<br />3) ROOFING UNDERLAYMENT TO BE 45# FELT.
<br />4) PROVIDE 26 GA. GALV. METAL OR PAINTABLE 0.19 GA. ALUMINUM
<br />ALUMINUM FLASHINGS. VALLEYS AND DRIP EDGES.
<br />5) BUM BASE SEALANT SHALL BE USED UNDER ALL EXTERIOR DOOR
<br />THRESHOLDS AND CAULKING COMPOUND AT ALL DOORS, WINDOWS
<br />& OTHER AREAS AS REQ.
<br />6) INSULATION:
<br />R-19 FIBERGLASS BATT FOIL FACED INSULATION IN EXT. STUD WALLS
<br />AND FLOORS WITH EXPOSED SOFFITS.
<br />R-14 "CORE -FILL 500" EXPANDING FOAM INSULATION IN ALL EXT.
<br />MASONRY WALLS
<br />R-30 FIBERGLASS BATT FOIL FACED INSULATION IN ATTIC SPACE.
<br />RIGID INSULATION ON VENTILATED METAL DECK FOR ROOF. SEE ROOF SPEC.
<br />7) ALL FASCIAS TO BE PVC COATED ALUMINUM AND SOFFITS TO BE VENTED VINYL.
<br />8) CEMEN11T10US COATING TO BE 7/8" THICK POLYMER MODIFIED (PM) OR TRADITIONAL CEMENT
<br />STUCCO W/ PAPER BACKED METAL LATH & " TYVEK STUCCO WRAP" 0 WOOD & METAL STUD
<br />ONAL
<br />CEMENTCSTUCCORAT MASONRY. BANDS OUS COATING TO BE S/SHALL BIEKFO MYGLUEDER TO MODIFIED )) EXISTING W/ OR SANDRTEXTURE.
<br />DATE: MARCH 15TH 2O20
<br />SCALE: AS NOTED
<br />DRAWN:J. WASILEWSKI
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<br />DUPLEX RESIDENCE
<br />6554 BRENTWOOD DR.
<br />ZEPHYRHILLS, FL
<br />NOTES
<br />I HEREBY CERTIFY THAT I HAVE REVIEWED THE
<br />ATTACHED DESIGN AND FOUND IT TO BE IN
<br />COMPLIANCE WITH THE
<br />STRUCTURAL
<br />PROVISIONS OF THE
<br />FLORIDA BUILDING CODE
<br />2020 SEVENTH EDITION
<br />THE ENGINEER HAS NOT REVIEWED THE
<br />PRE-ENGINEERED T
<br />LAYOUT TO DETER
<br />US MANUFATURER'S
<br />N Y LOAD BRG.
<br />CONDITIONS AND R
<br />R ES THE RIGHT TO
<br />MAKE ANY CHANGE
<br />A R TRUSS LOAD
<br />INFORMATIO S
<br />P I D TO THE ENGINEER.
<br />SEAL
<br />UAL ONLY
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