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1 1 1 GENERAL NOTES 1 3 1 CONCRETE NOTES (CONTINUED) 1 4 1 DESIGN LOADS 1 5 1 ROOF BRACING AND COLUMN DETAIL
<br />SCALE: N.T.S
<br />1. THE STRUCTURAL DESIGN IS BASED ONLY ON THE STRUCTURE IN IT'S
<br />COMPLETED STATE. CONTRACTORS AND THEIR SUBS SHALL TAKE WHATEVER
<br />PRECAUTIONS THAT ARE NECESSARY IN THEIR OPINIONS TO WITHSTAND ALL
<br />HORIZONTAL AND VERTICAL LOADS THAT MAY BE ENCOUNTERED DURING
<br />THE CONSTRUCTION, PRIOR TO COMPLETION.
<br />2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND
<br />CONDITIONS AT THE JOB SITE AND BRING TO THE ENGINEERS ATTENTION OF
<br />ANY DISCREPANCIES.
<br />3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION
<br />PROCEDURES, INCLUDING SHORING AND PROTECTION OF ANY ADJACENT
<br />PROPERTY, STRUCTURES, STREETS, AND UTILITIES IN ACCORDANCE WITH
<br />LOCAL BUILDING CODES.
<br />4. CONSTRUCTION DEAD AND LIVE LOADS SHALL NOT EXCEEDS ACTUAL DESIGN
<br />LOADS FOR ANY STRUCTURAL COMPONENT.
<br />5. TEMPORARY BRACING SHALL BE PROVIDED AS REQUIRED TO HOLD ALL
<br />COMPONENTS OF THE STRUCTURE IN PLACE UNTIL FINAL SUPPORT IS
<br />SECURELY ANCHORED.
<br />6. ALL INSPECTIONS, SPECIAL OR OTHERWISE, THAT ARE REQUIRED BY THE
<br />BUILDING CODES, LOCAL BUILDING DEPARTMENT, OR THESE PLANS, SHALL BE
<br />DONE BY AN INDEPENDENT QUALIFIED TESTING COMPANY.
<br />7. SHOP DRAWINGS SUBMITTED FOR STRUCTURAL REVIEW SHALL BEAR THE
<br />CONTRACTORS APPROVAL STAMP ACCEPTING RESPONSIBILITY FOR
<br />DIMENSIONS, QUANTITY AND COORDINATION WITH ALL DISCIPLINES. NO
<br />CHANGES OR DEVIATIONS FROM THE CONTRACT DOCUMENTS ARE
<br />ACCEPTED UNLESS EACH IS CLEARLY IDENTIFIED AS SUCH, AND EACH IS
<br />SPECIFICALLY ACCEPTED OR REJECTED. ANY ACCEPTED CHANGE OR
<br />DEVIATION FOR REVISION OF THE PERMITTED CONSTRUCTION DOCUMENTS
<br />OR VALUE ENGINEERING COST SAVINGS IS SUBJECT TO A REDUCTION OF THE
<br />CONTRACT LUMP SUM. ONLY ONE MARKED UP SET WITH THE STRUCTURAL
<br />ENGINEERS COMMENTS WILL BE RETURNED TO THE CONTRACTOR. ALLOW
<br />TWO WEEKS TIME FOR SHOP DRAWING REVIEW BY ACG.
<br />8. THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL DRAWINGS WITH
<br />THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND CIVIL / SITE
<br />WORK PLANS FOR DIMENSIONS AND DETAILS OF THE ITEMS WHICH PENETRATE
<br />OR ATTACH TO THE BUILDING STRUCTURE.
<br />9. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR REDUCED IN
<br />STRENGTH.
<br />1 2 1 EARTH WORK NOTES
<br />A- QUALITY ASSURANCE:
<br />A.1. CODES AND STANDARDS: ACI-301, ACI-315, ACI-318, CRSI, COMPLY WITH
<br />APPLICABLE PROVISIONS EXCEPT AS OTHERWISE INDICATED.
<br />A.2. OWNER SHALL EMPLOY TESTING LABORATORY TO TEST AND EVALUATE
<br />CONCRETE DELIVERED TO AND PLACED AT SITE. THIS TESTING DOES NOT RELIEVE
<br />SUBCONTRACTOR OF RESPONSIBILITY OF PROVIDING CONCRETE IN
<br />COMPLIANCE WITH CONTRACT DOCUMENTS.
<br />A.3. SAMPLING FRESH CONCRETE: COMPLY WITH ASTM C 172, EXCEPT
<br />MODIFIED FOR SLUMP TO COMPLY WITH ASTM C 94.
<br />a) SLUMP - ASTM C143, ONE TEST FOR EACH LOAD AT POINT OF DISCHARGE.
<br />b) AIR CONTENT - ASTM C173, ONE FOR EACH SET OF COMPRESSIVE
<br />STRENGTH SPECIMENS.
<br />c) COMPRESSIVE TEST SPECIMEN - ASTM C 31, FOUR STANDARD CYLINDERS
<br />FOR EACH COMPRESSIVE STRENGTH TEST. MOLD AND STORE CYLINDERS FOR
<br />LABORATORY -CURED TEST SPECIMENS EXCEPT WHEN FIELD -CURED TEST
<br />SPECIMENS ARE REQUIRED.
<br />d) COMPRESSIVE STRENGTH TESTS - ASTM C 39, ONE SET FOR EACH DAY'S
<br />POUR EXCEEDING 5 CU. YD. PLUS ADDITIONAL SETS FOR EACH 50 CU. YD. MORE.
<br />ONE CYLINDER TO BE TESTED AT 7 DAYS, TWO CYLINDERS TESTED AT 28 DAYS,
<br />AND ONE CYLINDER RETAINED IN RESERVE FOR LATER TESTING IF REQUIRED.
<br />A.l. REPORT TEST RESULTS TO G.C., ARCHITECT AND OWNER IN WRITING ON
<br />SAME DAY TESTS ARE MADE.
<br />B) SUBMITTALS:
<br />A.l. CONCRETE MIX DESIGN -PER ACI 301. EACH MIX DESIGN SHALL BE
<br />LABELED TO INDICATE THE AREA IN WHICH THE CONCRETE IS TO BE PLACED (I.E.
<br />FOUNDATIONS, SLAB -ON -GRADE, COLUMNS, ETC. FAILURE TO DO SO WILL
<br />CAUSE DELAYS AND/OR REJECTION OF SUBMITTAL.
<br />A.2. REINFORCING STEEL FABRICATIONS AND PLACEMENT DRAWINGS - PER
<br />ACI 315
<br />C) PRODUCTS:
<br />C.1 CONCRETE MATERIALS:
<br />a) PORTLAND CEMENT - ASTM C 150, TYPE 1
<br />b) AGGREGATES - ASTM C33 (NORMAL WEIGHT) ASTM C330 (LIGHT WEIGHT).
<br />c) WATER - CLEAN, DRINKABLE
<br />C.2 REINFORCING MATERIALS: REINFORCING MATERIALS:
<br />a) DEFORMED REINFORCING BARS - ASTM A 615, GRADE 60. REINFORCING
<br />STEEL TO BE WELDED: ASTM A706 (FOR EMBED., ANCHORS, ETC.)
<br />b) WELDED WIRE FABRIC - ASTM A 185 MINIMUM YIELD STRENGTH OF 20,000
<br />PSI.
<br />c) FIBER REINFORCEMENTS - ENGINEERED POLYPROPYLENE FIBERS DESIGNED
<br />FOR SECONDARY REINFORCEMENTS OF CONCRETE SLABS.
<br />C.3 CHAIRS, BOLSTERS, SPACERS, RUNNERS, OTHER SUPPORT DEVICES: CRSI
<br />CHAIRS, BOLSTERS, SPACERS, RUNNERS, OTHER SUPPORT DEVICES: CRSI CRSI
<br />STANDARDS.
<br />C.4 ADMIXTURES: PROVIDE ADMIXTURES THAT CONTAIN NOT MORE THAN 0.1%
<br />CHLORIDE IONS. ADMIXTURES: PROVIDE ADMIXTURES THAT CONTAIN NOT MORE
<br />THAN 0.1 % CHLORIDE IONS. PROVIDE ADMIXTURES THAT CONTAIN NOT MORE
<br />THAN 0.1 % CHLORIDE IONS.
<br />1) AIR -ENTRAINING ADMIXTURES: ASTM C260
<br />2) WATER -REDUCING, RETARDING, AND ACCELERATING CHEMICAL
<br />ADMIXTURES: ASTM C 494
<br />C.5 RELATED MATERIALS:
<br />a) VAPOR RETARDER - CLEAN 10 MIL THICK POLYETHYLENE ASTM E 154
<br />b) ABSORPTIVE COVER - BURLAP CLOTH MADE FROM JUTE OR KENAF,
<br />WEIGHING APPROXIMATELY 9 oz PER SQ. YD., COMPLY WITH AASHTO M 182,
<br />CLASS 2.
<br />c) MOISTURE - RETAINING COVER - WATERPROOF PAPER, POLYETHYLENE FILM,
<br />OR POLYETHYLENE -COATED BURLAP, COMPLYING WITH ASTM C 171.
<br />d) MEMBRANE - FORMING CURING COMPOUND - ASTM C 309, TYPE 1.
<br />e) EVAPORATION CONTROL - MONOMOLECULAR FILM -FORMING COMPOUND
<br />APPLIED TO EXPOSED CONCRETE SLAB SURFACES FOR TEMPORARY PROTECTION
<br />FROM RAPID MOISTURE LOSS.
<br />f) WATER STOPS: FLAT DUMBBELL OR CENTER BULB TYP, SIZE TO SUIT JOINTS, OF
<br />EITHER RUBBER OR PVC.
<br />g) NON SHRINK GROUT - 7,000 PSI CRD C 621
<br />D. MIX DESIGN:
<br />D.1 PROPORTION MIXES COMPLYING WITH MIX DESIGN PROCEDURES SPECIFIED I
<br />ACI 301.
<br />D.2 PROVED READY -MIX CONCRETE COMPLYING WITH ASTM C 94.
<br />D.3 ALL CONCRETE SHALL BE NORMAL WEIGHT (139 PCF - 150 PCF), WITH MIXES
<br />DESIGNED TO MEET THE FOLLOWING CRITERIA FOR USE IN VARIOUS ELEMENTS OF
<br />THE STRUCTURE AS FOLLOWS:
<br />STRUCTURAL ELEMENT
<br />COMP (PSI)
<br />MAX. AGGREGATE SIZE
<br />SLUMP
<br />FOOTING, FOUNDATION
<br />WALLS
<br />3000
<br />1 2
<br />4 +/- 1"
<br />SLAB ON GRADE
<br />3500
<br />1 2"
<br />4 +/- 1"
<br />COLUMNS, BEAMS
<br />4000
<br />1
<br />4 +/- 1"
<br />ELEVATED SLAB
<br />3500
<br />1
<br />4 +/- 1"
<br />FILLED CELL GROUT
<br />2500
<br />3/8"
<br />8" TO 11"
<br />NOTE:
<br />1. WATER/ CEMENT RATIO = .58 MAX. (NON -AIR -ENTRAINED)
<br />WATER/ CEMENT RATIO= .46 MAX. (AIR ENTRAINED)
<br />2. PEA ROCK PUMP MIXES NOT PERMITTED
<br />3. ELEVATED SLABS ON METAL DECK TO USE LIGHT WEIGHT AGGREGATE (115
<br />PCF MAX)
<br />E. EXECUTION:
<br />El. HOT WEATHER COMPLY WITH ACI 305
<br />E2. REINFORCING STEEL PLACEMENT TO COMPLY WITH ACI 315, AND CRSI.
<br />a) WHERE SPLICE LENGTHS ARE NOT SPECIFIED, USE 48 BAR DIAMETER IN
<br />MASONRY AND 40 BAR DIAMETERS IN CAST CONCRETE.
<br />b) REINFORCING STEEL SHALL NOT BE TACK WELDED FOR ANY REASON. WELDED
<br />REINFORCING STEEL SPLICES ARE NOT PERMITTED.
<br />c) LAP ALL WELDED WIRE FABRIC A MINIMUM DISTANCE OF ONE CROSS WIRE
<br />SPACING PLUS 2 INCHES.
<br />d) ALL REINFORCING STEEL SHALL BE SUPPORTED ON STANDARD ACCESSORIES,
<br />HELD RIGIDLY AND ACCURATELY IN PLACE, AND PROTECTED AGAINST
<br />DISPLACEMENT BEFORE AND DURING PLACEMENT OF CONCRETE, SUPPORTING
<br />ACCESSORY LEGS THAT REST ON CONCRETE SURFACES THAT WILL BE EXPOSED IN
<br />THE FINISHED STRUCTURE SHALL BE FABRICATED ON STAINLESS STEEL.
<br />E3. CONCRETE COVER: CONCRETE COVER::
<br />a) FOOTINGS AND FOUNDATION PADS PLACED AGAINST THE GROUND = 3".
<br />b) CONCRETE SURFACE AFTER REMOVAL OF FORMS EXPOSED TO WEATHER OR
<br />GROUND:
<br />No. 5 BAR or SMALLER =1 1\2"
<br />No. 6 BAR or LARGER = 2"
<br />c) CONCRETE NOT EXPOSED TO WEATHER OR GROUND:
<br />SLABS AND WALLS = 3/4"
<br />BEAMS AND GIRDER TIES = 1 1 \2"
<br />COLUMN TIES = 1 1 \2"
<br />E4. FOUNDATION REINFORCEMENTS SHALL BE CONTINUOUS WITH CORNER BARS
<br />(48 x BAR DIA. EACH LEG) AT INTERSECTIONS AND CORNERS, ONE FOR EACH
<br />EACH HORIZONTAL BAR.
<br />E5. PROVIDE KEYED CONSTRUCTION JOINTS (KCJ) IN EARTH OR FILL SUPPORTED
<br />SLABS AT LOCATIONS NOTED ON PLAN. PROVIDE CONTROL JOINTS (CJ)
<br />AT ALL LOCATIONS NOTED ON PLAN. IF 'CJ' IS SAW CUT, THE CUT MUST BE MADE
<br />AS SOON AS POSSIBLE, BUT NOT LATER THAN 18 HOURS AFTER THE POUR UNLESS
<br />OTHERWISE NOTED ON PLAN - PROVIDE CJ AT SPACINGS NOT TO EXCEED
<br />DIMENSIONS IN TABLE BELOW - PATTERNS SHALL BE APPROXIMATELY SQUARE
<br />WITH A RATIO OF LONG SIDE TO SHORT SIDE NOT GREATER THAN 1.5 TO 1
<br />SLAB THICKNESS (IN)
<br />CJ SPACING (FT)
<br />4
<br />12
<br />5
<br />13
<br />6
<br />14
<br />7
<br />15
<br />E6. SLAB FINISHES AS FOLLOWS:
<br />a) EXPOSED TO VIEW AND SLAB SURFACES TO BE COVERED WITH RESILIENT
<br />FLOORING, CARPET, PAINT, OR OTHER FILM, TO BE FINISH COATING SYSTEM,
<br />FLOAT AND TROWEL FINISH.
<br />b) SURFACES TO BE COVERED WITH CERAMIC TILES, TROWEL FINISH FOLLOWED
<br />IMMEDIATELY WITH FINE BROOMING TO SLIGHTLY SCARIFY SURFACE.
<br />1. WIND DESIGN DATA:
<br />ULTIMATE WIND SPEED, VULT= 140 MPH
<br />NOMINAL DESIGN WIND SPEED, VASE= 108 MPH
<br />RISK CATEGORY = II
<br />WIND EXPOSURE = C
<br />Kzt = 1.00
<br />Kd = 0.85
<br />Ke = 1.00
<br />COMPONENTS AND CLADDING
<br />PRESSURES = SEE TABLE BELOW
<br />3. FLOOD DESIGN DATA:
<br />FLOOD HAZARD ZONE DESIGNATION = X
<br />ZONE
<br />POSITIVE WIND PRESSURE P+ (psf)
<br />NEGATIVE WIND PRESSURE P- (psf)
<br />4
<br />38.0
<br />- 42.0
<br />5
<br />38.0
<br />- 51.0
<br />APPROVED PRODUCTS LIST
<br />CATEGORY
<br />SUB -CATEGORY
<br />MANUFACTURER
<br />APPROVAL #
<br />WINDOWS
<br />PASS -THROUGH
<br />READY ACCESS
<br />FL5102.3
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<br />THE BOTTOM
<br />PROPOSED ROOFTOP
<br />UNIT MUA-1
<br />EXISTING ROOF SYSTEM
<br />ENGINEERING & CONSTRUCTION
<br />AUSTIN CONSTRUCTION GROUP
<br />2706 STALLONE DRIVE
<br />TAMPA, FLORIDA 33605
<br />(813) 293-8883
<br />FLORIDA PE 48917 192169 -
<br />CGC1521407 - CUC1224196 -
<br />CFC 1430334 - FPC 15-4000052
<br />PROJECT INFORMATION:
<br />CLIENT:
<br />RICHARD KAZBOUR
<br />PROJECT NAME:
<br />HUNGRY HOWIES RESTAURANT
<br />ADDITION
<br />PROJECT LOCATION:
<br />5440 GALL BLVD
<br />ZEPHYRHILLS, FL 33542
<br />SEAL:
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<br />FL COA NO. 30178
<br />ENGINEER OF RECORD
<br />FL LICENSE NO.
<br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE
<br />PLANS AND SPECIFICATIONS COMPLY WITH THE
<br />APPLICABLE MINIMUM BUILDING CODES
<br />REVISIONS:
<br />NO.
<br />DATE
<br />COMMENTS
<br />SHEET TITLE:
<br />STRUCTURAL
<br />NOTES & DETAILS
<br />SHEET INFORMATION:
<br />DRAWN: A.C.
<br />SHEET NO.
<br />DATE: 7/22/2024
<br />CHECKED: K.C.
<br />DATE: 7/22/2024
<br />soel
<br />PROJECT NUMBER:
<br />SCALE:
<br />INDEX:
<br />AS SHOWN
<br />
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