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SPECIFICATIONS
<br />1. 1. CONSTRUCTION:
<br />1. 1. 1. ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, LATEST EDITION
<br />1. 1. 2. ACI-ASCE 530, SPECIFICATIONS FOR MASONRY STRUCTURES, LATEST EDITION
<br />1. 1. 3. ASTM C270, C476, C270 AND C90 SPECIFICATIONS FOR MASONRY STRUCTURES
<br />1. 1. 4. NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION LATEST EDITION AND ALL
<br />ACCOMPANYING SUPPLEMENTS.
<br />1. 1. 5. THE FLORIDA BUILDING CODE: 6TH EDITION (2017)
<br />1. 2. DESIGN:
<br />1. 2.
<br />1.
<br />ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, LATEST EDITION
<br />1. 2.
<br />2.
<br />ACI-ASCE 530, SPECIFICATIONS FOR MASONRY STRUCTURES, LATEST EDITION
<br />1. 2.
<br />3.
<br />ASTM SPECIFICATIONS FOR MASONRY STRUCTURES
<br />1. 2.
<br />4.
<br />NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION , LATEST EDITION AND ALL
<br />ACCOMPANYING SUPPLEMENTS.
<br />1. 2.
<br />5.
<br />NATIONAL FOREST PRODUCTS ASSOCIATION, LATEST EDITION
<br />1. 2.
<br />6.
<br />THE FLORIDA BUILDING CODE: 6TH EDITION (2017)
<br />1. 3. GEOMETRIC CONTROL:
<br />COMPONENT AND CLADDING PRESSURE ZONES
<br />COMPONENTS AND CLADDING WIND PRESSURE CHART
<br />COMPONENTS AND CLADDING
<br />COMPONENTS AND CLADDING
<br />ULTIMATE PRESSURE SCHEDULE
<br />ULTIMATE PRESSURE SCHEDULE
<br />WALLS, DOORS AND WIND❑WS
<br />ROOFS
<br />ENCLOSED BUILDING
<br />ENCLOSED BUILDING
<br />GCpi=+/- 0.18
<br />GCPI=+/- 0,18
<br />(+) INDICATES INWARD; (-) INDICATES
<br />(+) INDICATES INWARD; (-) INDICATES OUTWARD
<br />OUTWARD
<br />NOT WITHIN 4'
<br />NOT WITHIN 4'
<br />EFFECTIVE AREA OF
<br />WITHIN 4' OF
<br />NOT WITHIN 4'
<br />EFFECTIVE AREA OF
<br />WITHIN 4' OF
<br />OF CORNER BUT
<br />OF CORNER,
<br />COMPONENT
<br />CORNER
<br />OF CORNER
<br />COMPONENT
<br />CORNER
<br />WITHIN 4' OF
<br />EAVE OR
<br />EAVE OR
<br />TRANSITI❑N
<br />TRANSITION
<br />0 ,F, < "AREA' < 20
<br />+43,9 -58.8
<br />+43.9 -47.6
<br />OS F S.F. < "AREA' < 20
<br />+25.3 -103.4
<br />+25.3 -69.9
<br />+25.3 -26.8
<br />SF.20S,F,
<br />< "AREA' < 30
<br />+42,0 -54.7
<br />+42.0 -45.8
<br />20S.F, < 'AREA" < 30
<br />+23.1 -96.7
<br />+23,1 -64,4
<br />+23.1 -25.7
<br />S,F,
<br />S.F,
<br />30 S,F, < 'AREA' <
<br />+40,9 -52,5
<br />+40,9 -44.6
<br />30 S.F. < 'AREA' < 40
<br />-92.6
<br />+21.6 -61,0
<br />+21.6 -24.9
<br />40 S.F.
<br />S.F.+21.6
<br />40 S.F. < 'AREA' <
<br />+39,8 -51,0
<br />+39,8 -43,5
<br />40 S.F, < 'AREA' < 50
<br />+20,8 -90,0
<br />+20,8 -58.8
<br />+20,8 -24,6
<br />50 S,F,
<br />S.F
<br />50 S.F. < 'AREA" <
<br />+39.4 -49,5
<br />+39;4 -43,2
<br />50 S.F, < 'AREA' < 75
<br />+20.1 -87,8
<br />+20,1 -56,9
<br />+20,1 -24,2
<br />75 S,F.
<br />S F
<br />75 S.F. < AREA < 100
<br />+38.3 -47,2
<br />+38.3 -42,0
<br />75 S,F, < AREA < 100
<br />+18.6 -83.7
<br />+18,6 -53,6
<br />+18.6 -23A
<br />,F, S
<br />S,F,
<br />100 S.F. < "AREA' <
<br />+37,2 -45.8
<br />+37.2 -40,9
<br />100 S.F. < 'AREA' <
<br />+17.9 -81.1
<br />+17,9 -51,3
<br />+17,9 -23A
<br />125 S.F.
<br />125 S.F.
<br />125 S,F, < 'AREA' <
<br />+36.8 -44.3
<br />+36.8 -40.5
<br />125 S.F. < 'AREA' <
<br />17,9 -81A
<br />17.9 -5L3
<br />17.9 -23A
<br />150 S,F.
<br />150 S.F.
<br />'AREA' > 150 S.F.
<br />+36A -432
<br />i +36.1 -39.8
<br />'AREA' > 150 S.F.
<br />+173 -81.1 1
<br />+17.9 -51,3
<br />1 +17.9 -23.1
<br />ALL BUILDING ELEMENTS EXPOSED TO WIND SHALL BE INSTALLED PER MANUFACTURER'S
<br />NOTES; INSTRUCTIONS TO RESIST THE WIND PRESSURES INDICATED AND TO MEET OTHER CODE
<br />REQUIREMENTS FOR AIR AND WATER INTRUSION, WIND LOADS ABOVE ARE ULTIMATE LOADS, USE
<br />ULTIMATE WIND PRESSURE W/ ASCE7-10 LOAD C❑MBINATI❑NS, MULTIPLY LOADS BY 016 TO
<br />❑BTAIN NOMINAL LOADS,
<br />1. 3. 1. ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1988 (NAVD
<br />1988). SURVEY INFORMATION PROVIDED BY OWNER/CONTRACTOR.
<br />1. 4.
<br />SHOP DRAWINGS:
<br />3. DESIGN METHOD
<br />1. 4. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN
<br />PLANS BY OTHERS DURING
<br />THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN
<br />APPROVAL FROM THE ENGINEER
<br />OF RECORD.
<br />3. 1. LOAD FACTOR DESIGN:
<br />1. 4. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE
<br />COMMENCEMENT OF CONSTRUCTION.
<br />3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN
<br />1. 4. 3. ALL ITEMS IDENTIFIED OR INTENDED TO BE DESIGNED BY
<br />OTHERS REQUIRE SHOP
<br />CAST -IN -PLACE CONCRETE SLABS, BEAMS, COLUMNS & FOOTINGS
<br />DRAWINGS TO BE SIGNED AND SEALED AND SHALL INCLUDE ; DRAWINGS AND
<br />CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, LIFTING
<br />3. 2. SERVICE LOAD DESIGN:
<br />LOCATIONS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS.
<br />DESIGN
<br />LOADS
<br />3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN
<br />2,
<br />MASONRY WALLS AND LINTELS
<br />INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
<br />STAIRS AND FLOOR FRAMING
<br />ROOF FRAMING, SHEATHING AND UP LIFT
<br />2.1.
<br />DEAD LOADS
<br />3.3. LOAD FACTORS AND COMBINATIONS:
<br />2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED
<br />120 PCF
<br />2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE
<br />150 PCF
<br />3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR
<br />2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK
<br />55 PSF
<br />TOTAL DL + FLOOR LL + ROOF LL
<br />2. 1. 4. 1ST FLOOR SUPERIMPOSED LOAD
<br />20 PSF
<br />TOTAL DL + FLOOR LL + WL
<br />2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS
<br />8 PSF
<br />TOTAL DL + WL
<br />2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS
<br />12 PSF
<br />2. 1. 7. 2ND FLOOR SELF WEIGHT :
<br />8 PSF
<br />3. 3. 2. IN THE CASE OF WIND LOADS, AN ALLOWABLE OVER STRESS OF 125% CAN BE
<br />2. 1. 8. 2ND FLOOR SUPERIMPOSED LOAD
<br />20 PSF
<br />CONSIDERED.
<br />2. 1. 9. ROOF SELF WEIGHT :
<br />20 PSF
<br />2. 1. 10. ROOF SUPERIMPOSED LOAD
<br />20 PSF
<br />3. 3. 3. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
<br />2. 1. 11. FLOOR TRUSS
<br />COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH
<br />TOP CHORD MINIMUM
<br />25 PSF
<br />PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
<br />BOTTOM CHORD MINIMUM
<br />2. 1. 12, ROOF TRUSS
<br />5 PSF
<br />3.4. DESIGN ASSUMPTIONS:
<br />TOP CHORD MINIMUM
<br />15 PSF
<br />BOTTOM CHORD MINIMUM
<br />10 PSF
<br />2.2.
<br />LIVE LOADS:
<br />3. 4. 1. FOUNDATIONS ARE DESIGNED BASED ON A PRESUMPTIVE BEARING CAPACITY OF 2000 PSF
<br />ON UNDISTURBED SOIL OR ROCK. A REGISTERED GEOTECHNICAL ENGINEER SHALL VERIFY
<br />ACTUAL CONDITIONS PRIOR TO PLACEMENT OF THE FOOTING. IF THE FOUNDATION IS ON
<br />PREPARED FILL, THE REGISTERED GEOTECHNICAL ENGINEER SHALL VERIFY SUITABILITY OF
<br />2. 2. 1. SIDEWALK AND DRIVEWAY LOAD
<br />200 PSF
<br />FILL FOR USE AND ITS FOUNDATION BEARING CAPACITY.
<br />2. 2. 2. GARAGE LOADS
<br />50 PSF
<br />2. 2. 3. CORRIDORS AND BATHROOMS
<br />100 PSF
<br />3. 4. 2. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
<br />2. 2. 4. PARTITIONED ROOMS
<br />100 PSF
<br />SHOWN OTHERWISE IN THE DESIGN PLANS.
<br />2. 2. 5. BALCONY AND DECKS
<br />40 PSF
<br />2. 2. 6. STAIRWAYS AND LANDINGS :
<br />2. 2. 7. ROOF:
<br />120 PSF
<br />20 PSF
<br />4 MATERIALS
<br />2.4.
<br />WIND LOADS:
<br />,
<br />4. 1. REINFORCING STEEL:
<br />2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE ASCE 7-10,
<br />142 MPH WIND ULTIMATE, 109 MPH NOMINAL.
<br />2. 5.
<br />THERMAL FORCES:
<br />4 1 1 REINFORCING STEEL SHALL BE ASTM A615 GRADE 60, fly = 40 Ksi UNLESS OTHERWISE
<br />4. 1. 2. REINFORCING LAP SPLICES SHALL BE 48 BAR DIAMETERS IN LENGTH UNLESS OTHERWISE
<br />2. 5. 1. SEASONAL VARIATION FOR DESIGN AND CONSTRUCTION
<br />NOTED.
<br />MEDIAN TEMPERATURE 70 F
<br />TEMPERATURE RISE 25 F
<br />4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE
<br />TEMPERATURE FALL 35 F
<br />OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE
<br />CONCRETE.
<br />2. 5. 2. MEDIAN RELATIVE HUMIDITY 75%
<br />4. 1. 4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
<br />2. 6.
<br />CREEP AND SHRINKAGE:
<br />4. 1, 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD
<br />STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD.
<br />2. 6. 1. ALL LOSSES IN ACCORDANCE WITH ACI 318, LATEST EDITION
<br />2. 7. SEISMIC LOADS:
<br />2. 7. 1. SEISMIC PERFORMANCE CATEGORY "A"
<br />2. 8. DESIGN WIND SPEEDS:
<br />2. 8. 1. COMPONENTS AND CLADDING NET PRESSURE COEFFICIENTS ARE IN ACCORDANCE WITH
<br />TABLE 1609.6.2 (1) AND TABLE 1609.6.2 (2).
<br />2. 8. 2. GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF
<br />HEIGHT OF 30 FEET LOCATED IN EXPOSURE B, TABLE 1609.7 (1).
<br />2. 8. 3• ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE, TABLE 1609.7 (2).
<br />2017 FLORIDA BUILDING CODE, 6TH EDITION ASCE 7
<br />BASIC WIND SPEED (3 SEC GUSTS) = V (ult) =140 MPH, V(osd) = 108 MPH
<br />TYPE OF DESIGN: ENCLOSED
<br />COMPONENTS AND CLADDING: SEE INDIVIDUAL ITEMS
<br />ROOF ANGLE: WORST CASE
<br />DISCLAIMER
<br />THE CLIENT UNDERSTANDS THAT THERE IS NO LIABILITY INSURANCE OUTSIDE CONTRACT LIMITS THAT
<br />CAN BE CLAIMED PER THIS PROJECT AND AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND THE
<br />ARCHITECT FROM ALL CLAIMS, LOSSES AND EXPENSES, INCLUDING REASONABLE ATTORNEY FEES
<br />ARISING OUT OF OR RESULTING FROM THE DRAWINGS. IN THE EVENT ERRORS OCCUR, THE ARCHITECT
<br />WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION FOR THIS PROJECT.
<br />4. 1. 6. DESIGN COVER REQUIREMENTS :
<br />C-1-P CONCRETE FORMED AGAINST EARTH 3"
<br />C-I-P CONCRETE EXPOSED TO EXTERIOR 2"
<br />C-I-P CONCRETE NOT EXPOSED 1 1 /2"
<br />GROUT FILLED MASONRY : 3/4"
<br />PRE STRESSED CONCRETE LINTELS 1 1/2"
<br />PRE CAST GROUT FILLED LINTELS 1 1 /2"
<br />4. 2. CONCRETE:
<br />4. 2. 1
<br />4. 2. 2.
<br />4. 2. 3.
<br />4. 2. 4.
<br />4. 2. 5.
<br />C-I-P CONCRETE
<br />C-I-P GROUT
<br />PRE CAST CONCRETE LINTELS
<br />PRE STRESSED CONCRETE LINTELS
<br />MIN. 28 DAY
<br />DESIGN (f'c)
<br />MODULUS OF
<br />ELASTICITY
<br />DESIGN (E)
<br />3,000 Psi
<br />3,122 Ksi
<br />2,000 Psi
<br />2,500 Ksi
<br />3,000 Psi
<br />4,000 Ksi
<br />5,000 Psi
<br />3,200 Ksi
<br />CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
<br />BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE ACI SPECIFICATIONS FOR ADDITIONAL
<br />CRITERIA.
<br />GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH
<br />SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE ACI, ASTM SPECIFICATIONS
<br />FOR ADDITIONAL CRITERIA.
<br />CONSTRUCTION JOINTS ARE TO BE PROVIDED IN ACCORDANCE WITH THE DESIGN CODES
<br />AND GUIDELINES AT THE ENGINEERS DIRECTION.
<br />METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
<br />ACCORDANCE WITH THE ACI, ASTM SPECIFICATIONS AS STATED.
<br />4. 3. STRUCTURAL LUMBER WIND INFORMATION
<br />BUILDING RISK CATEGORY:
<br />4. 4. 1.
<br />INTERIOR FRAMING 2x(4)
<br />EXTERIOR FRAMING 2x(6 AND 8)
<br />FLOOR FRAMING 2x(8 AND 10)
<br />MAXIMUM DESIGN VALUES
<br />MODULUS OF
<br />ELASTICITY
<br />(E)
<br />BENDING
<br />f'b
<br />TENSION
<br />ft
<br />SHEAR
<br />TV)
<br />1,500 Psi
<br />825 Psi
<br />90 Psi
<br />1,600 Ksi
<br />1,200 Psi
<br />650 Psi
<br />90 Psi
<br />1,600 Ksi
<br />1,300 Psi
<br />725 Psi
<br />90 Psi
<br />1,700 Ksi
<br />BASIS OF DESIGN WIND SPEED 138 MPH - 3 SECOND GUST
<br />EXPOSURE CATEGORY (A, B, OR C): "B"
<br />WINDBORNE DEBRIS REGION REQUIREMENTS: YES
<br />A. PLYWOOD SHUTTERS IN ACCORDANCE w/ 1626 OF F.B.C.
<br />B. SAFETY GLASS IN ACCORDANCE w/ 1626 OF F.B.C.
<br />C. ROLL DOWN SHUTTERS IN ACCORDANCE w/ 1626 OF F.B.C.
<br />D. OPEN DESIGN N/A
<br />E NOT RE UURED Q N
<br />/A
<br />INTERNAL PRESSURE COEFFICIENT: ♦/- 0.18
<br />TABLE VALUES ARE MINIMUMS AND ARE BASED ON SOUTHERN PINE No. 2 GRADE.
<br />1. VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURES INSTALLATION.
<br />4. 4. 2.
<br />ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL CONFORM TO VOLUNTARY
<br />INTSRUCTIONS BEFORE APPLYING CONC. ROOF TILES VALLEY LININGS OF THE FOLLOWING
<br />PRODUCT STANDARD PS 1-83 AND SHALL BE APA RATED SHEATHING EXP 3.
<br />TYPES SHALL BE PERMITTED.
<br />4. 4. 3,
<br />ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR
<br />2. FOR OPEN VALLEYS (VALLEY LINING EXPOSED) LINED WITH METAL, THE VALLEY LINING
<br />WALLS SHALL CONFORM TO VOLUNTARY PRODUCT STANDARD PS 1-83 AND SHALL BE APA
<br />SHALL BE AT LEAST 16 INCHES (406 MM) WIDE AND OF ANY OF THE
<br />RATED SHEATHING EXP 1 OR 2.
<br />CORROSION -RESISTANT METALS. ,
<br />4. 4. 4.
<br />IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR SECTION
<br />3. FOR OPEN VALLEYS (VALLEY LINING IF TWO PILES OF MINERAL SURFACES ROLL ROOFING
<br />PROPERTIES.
<br />SHALL BE PERMITTED. THE BOTTOM LAYER SHALL BE 18 INCHES (457 MM) AND THE TOP
<br />4. 4. 5.
<br />ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION AND IN CONTACT
<br />LAYER A MINIMUM OF 36 INCHES (914 MM) WIDE.
<br />WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
<br />4. FOR CLOSED VALLEYS (VALLEY COVERED WITH SHINGLES), VALLEY LININGS SHALL
<br />4. 4. 6.
<br />PRESSURE TREATED STRUCTURAL LUMBER IS NOT TO BE USED FOR ANY INTERIOR
<br />BE ONE OF THE FOLLOWING:
<br />FRAMING.
<br />A. BOTH TYPES 1 AND 2 ABOVE COMBINED
<br />4.4. FASTENERS AND TIE DOWNS:
<br />B. ONE PLY OF SMOOTH ROLL ROOFING AT LEAST 36 INCHES WIDE (914 MM) AND
<br />COMPLYING WITH ASTM D 224.
<br />4. 5. 1.
<br />FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO :
<br />C. SPECIALITY UNDERLAYMENT AT LEAST 36 INCHES (914 MM) WIDE AND
<br />COMPLYING WITH ASTM D 1470.
<br />SHAPES, ANGLES, CHANNELS : ASTM A36 Fy = 36 Ksi
<br />ROUND METAL PIPE : ASTM A53, GRADE B Fy = 35 Ksi
<br />WINDOWS AND DOORS.
<br />SQUARE METAL TUBING • ASTM A500 GRADE B Fy = 46Ksi
<br />HIGH STRENGTH BOLTS : ASTM A325
<br />MACHINE BOLTS : GALVANIZED ASTM A307
<br />4. 5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO : ASTM A446 OR ASTM A526 Fy = 33
<br />Ksi WITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525.
<br />4. 5. 3. NAILS SHALL CONSIST OF : COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS
<br />8d = 0.131 ", 10d = 0.148", 16d = 0.162".
<br />4. 5. 4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
<br />APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING PRIOR TO
<br />INSTALLATION.
<br />4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
<br />FOR IN THE PLANS AS A MINIMUM.
<br />4. 5. 6. CONCRETE EMBEDDED V BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
<br />INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
<br />WITH THE DESIGN PLANS.
<br />A
<br />90° HOOK SHOWN
<br />STANDARD HOOK FOR
<br />REINFORCING BAR
<br />MIN. up
<br />_l
<br />LAP SPLICE
<br />RECOMMENDED END HOOKS AND LAP LENGTHS
<br />BAR
<br />180' HOOK
<br />90' HOOK
<br />HOOK
<br />LAP
<br />SIZE
<br />A
<br />A
<br />R
<br />Lb
<br />#3
<br />5"
<br />6"
<br />1"
<br />18"
<br />#4
<br />6"
<br />8"
<br />1-1/2"
<br />24"
<br />#5
<br />7"
<br />loll
<br />2"
<br />30"
<br />#6
<br />8"
<br />12"
<br />2-1/4"
<br />36"
<br />#7
<br />10"
<br />14"
<br />2-1/2"
<br />42"
<br />#8
<br />11"
<br />16"
<br />3"
<br />48"
<br />#9
<br />15"
<br />19"
<br />4-3/4"
<br />55"
<br />#10
<br />17"
<br />22"
<br />5-1/2"
<br />61"
<br />STEEL LAP AND BEND DTL.
<br />N TS
<br />LINTEL TYPE - A <:.4 LINTEL TYPE - B
<br />SPAN 3'-0" THRU 6'-0" SPAN 6'-0" THRU 18'-0"
<br />LINE OF
<br />REINF.
<br />STL.
<br />8" MIN. BEARING (TYP.)
<br />LINTEL SCHEDULE
<br />LINTEL TYPE
<br />BAR SIZE
<br />BAR QNTY.
<br />LINTEL SIZE
<br />TYPE - A
<br />TYPE - B
<br /># 5
<br /># 5
<br />2
<br />4
<br />8" x 8"
<br />8" x 16"
<br />8" MIN. BEARING (TYP.)
<br />J
<br />LINTEL SCHEDULE & REINF.
<br />NTS
<br />GENERAL NOTES
<br />1. CONSTRUCTION SHALL COMPLY WITH ALL LOCAL BUILDING CODES
<br />2. PRE -ENGINEERING ROOF TRUSSES SHALL BE DESIGNED TO MEET 145 MPH WIND UPLIFT
<br />CRITERIA. WIND UPLIFT CRITERIA BY A FLORIDA REGISTERED ENGINEER.
<br />3. CONCRETE SHALL REACH DESIGN STRENGTH WITHIN 28 DAYS OF PLACEMENT. SLAB ON GRADE
<br />CONCRETE SHALL BE CHEMICALLY CURED WITH MATERIAL COMPATIBLE WITH FLOORING ADHESIVE.
<br />4. ALL STRUCTURAL LUMBER SHALL BE NO.-1 SOUTHERN YELLOW PINE KILN DRIED. ALL WD. IN
<br />CONTACT WITH CONC. SHALL BE TREATED WITH WOOD PRESERVATIVE, ALL DIMENSIONAL LUMBER
<br />EXPOSED TO WEATHER SHALL BE PRESSURE TREATED.
<br />5. ROOF DECKING SHALL BE INSTALLED IN T & G CONFIGURATION & SHALL BE NAILED @ 6" O.C.
<br />© EDGES & 12" O.C. INTERMEDIATE AREA NAILS SHALL BE 10d COMMON DEFORMED SHANK.
<br />PERIMETER EDGE FLASHING SHALL BE PAINTED GALV. 20 GA MTL. MIN. LAP @ ROOF SHALL BE
<br />3" - NAILED © 6" O.C. & SET IN MASTIC.
<br />6. DECK DESIGNS TO COMPLY WITH FBC, SECTION R502, WOOD FLOOR FRAMING, R502.1.4 DECKS:
<br />WHERE SUPPORTED BY ATTACHMENT TO AN EXTERIOR WALL, DECKS SHALL BE POSITIVELY
<br />ANCHORED TO THE PRIMARY STRUCTURE AND DESIGNED FOR BOTH VERTICAL AND LATERAL
<br />LOADS AS APPLICABLE. SUCH ATTACHMENT SHALL NOT BE ACCOMPLISHED BY THE USE OF
<br />TOENAILS OR NAILS SUBJECT TO WITHDRAWAL.
<br />7. HAZARDOUS GLAZING TO COMPLY WITH FBC, SECTION R308, GLAZING, R308.1 IDENTIFICATION:
<br />EACH PANE SHALL BEAR THE MANUFACTURER'S LABEL DESIGNATING THE TYPE AND THICKNESS
<br />OF GLASS OR GLAZING MATERIAL. EXCEPT AS INDICATED IN SECTION R308.1.1 EACH PANE OF
<br />GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN SECTION R308.4 SHALL BE
<br />PROVIDED WITH A MANUFACTURER'S OR INSTALLER'S LABEL, DESIGNATING THE TYPE OF GLASS
<br />AND THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES, WHICH IS VISIBLE IN THE FINAL
<br />INSTALLATION. THE SAFETY GLAZING LABEL SHALL BE ACID ETCHED, SANDBLASTED,
<br />CERAMIC -FIRED, LASER ETCHED, EMBOSSED, OR BE OF A TYPE WHICH ONCE APPLIED CANNOT
<br />BE REMOVED WITHOUT BEING DESTROYED. LAMINATE GLASS, OTHER THAN USED FOR SAFETY
<br />GLAZING, SHALL BE PERMANENTLY IDENTIFIED AS PER THIS SECTION, DESIGNATING LAMINATOR,
<br />OVERALL GLASS THICKNESS AND TRADE NAME OF INTERLAYER.
<br />1. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED PRIOR TO INSTALLATION IN
<br />ACCORDANCE WITH ANSI/AMMA/NWDA 101 / IS2 STANDARD AND BEAR AN AMMA OR WDMA
<br />LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED
<br />PRODUCT TESTING ENTITY, IN ACCORDANCE WITH CHAPTER 17 OF THE FLORIDA BUILDING
<br />CODE.
<br />2, ALL DOORS & WINDOWS SHALL COMPLY WITH F.B.C. WIND LOAD
<br />REQUIREMENT - 142 MPH
<br />3. ALL GLASS DOORS TO BE TEMPERED GLAZING.
<br />4. ANY GLAZING WITHIN 36" HORIZONTALLY AND BELOW 60" OF THE STANDING
<br />SURFACE OF A BATHTUB, SHOWER, SPA, ETC., SHALL BE SAFETY GLAZED.
<br />5. PERIMETER EXTERIOR SEALANT TO BE DOW 795 SILICONE SEALANT OR APPROVED EQUAL;
<br />VERIFY COMPATIBILTIY OF SEALANT WIHT ADJACENT SUBSTRATES PRIOR TO INSTALLATION
<br />6. ALL DOORS AND WINDOW TO FBC NOA COMPLIANT FOR WIND LOAD INDICATED.
<br />FASTNER SPACING AND SIZE SHALL BE IN ACCORDANCE WITH THE MFG.'S FBC APPROVED NOA.
<br />7. WINDOW AND DOOR FRAMES SHALL BE PAINTED WITH PPG KYNAR PAINT SYSTEM COMPLYING WITH
<br />AAMA 2605, OR APPROVED EQUAL. COLOR TO BE BONE WHITE OR BY OWNER.
<br />WINDOW ANCHORAGE REQUIREMENTS:
<br />1. EXTERIOR WINDOWS AND DOORS - WHERE BUCK THICKNESS IS 1-1/2 INCHES OR LESS, THE
<br />BUCK SHALL BE ATTACHED WITH FASTENERS THROUGH TO JAMB AND SECURED DIRECTLY
<br />TO THE STRUCTURE; MINIMUM EMBEDMENT INTO STRUCTURE IS 1-3/4", OR AS REQUIRED BY
<br />MFG.'S FBC APPROVED NOA CRITERIA FOR THE WIND LOADS INDICATED AND AS REQUIRED
<br />BY LOCAL BUILDING CODES.
<br />TYPE OF ROOF SYSTEM:
<br />MANUFACTURER: OWEN CORNING -GAF OR EQUAL
<br />MANUFACTURER NO.: TIMBERLINE HD UL 790 CLASS A
<br />FASTENING REQUIREMENTS: PER MANF. REQUIREMENTS
<br />WIND RESISTANCE RATING: 130-MPH or AS SPECIFIED
<br />FLASHING REQUIREMENTS: WEATHER LOCK -G ( MIN.) 55 mil. THCK.
<br />THIS PRODUCT HAS BEEN REVIEWED BY THE ARCHITECT IN ACCORDANCE WITH THE
<br />2017 FLORIDA BUILDING CODE (F.B.C.), 6th EDITION. BASED ON THE MANUF.'S
<br />PUBLISHED LITERATURE DATED 1-2 / 12 /2017 , AND IF PROPERLY INSTALLED, THE
<br />ROOFING MATERIALS SHALL COMPLY WITH THE F.B.C. WIND CRITERIA REQUIRED FOR THE
<br />BUILDING SITE. ROOF SYSTEM INSTALLATION TO BE COMPLIANT WITH FBC-APPROVED NOA.
<br />TERMITE PROTECTION TO COMPLY
<br />WITH FBC, SECTION R318:
<br />1. A WEATHER RESISTANT JOB SITE POSTING BOARD SHALL BE PROVIDED TO RECEIVE
<br />DUPLICATE TREATMENT CERTIFICATES TO BE POSTED AFTER EACH REQUIRED PROTECTIVE
<br />TREATMENT IS COMPLETED. A COPY OF THE CERTIFICATE IS TO BE PROVIDED FOR THE
<br />PERSON THE PERMIT IS ISSUED TO, AND ANOTHER COPY FOR THE BUILDING PERMIT FILES.
<br />2. TO ESTABLISH A VERIFIABLE RECORD OF PROTECTIVE TREATMENT, THE TERMITE
<br />CERTIFICATE SHALL 1) INDICATE THE PRODUCT USED, 2) IDENTITY OF THE APPLICATOR, 3)
<br />TIME AND DATE OF THE TREATMENT, 4) SITE LOCATION, 5) AREA TREATED, 6) CHEMICAL
<br />USED, AND 7) PERCENT CONCENTRATION AND NUMBER OF GALLONS USED.
<br />3, IF THE SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL
<br />EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL.
<br />4. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR
<br />RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN
<br />SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL.
<br />5. INITIAL TERMITE CHEMICAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND
<br />BACKFILL IS COMPLETE.
<br />6. SOIL DISTURBED AFTER THE INITIAL TERMITE CHEMICAL TREATMENT SHALL BE
<br />RETREATED INCLUDING SPACES BOXED OR FORMED. BOXED AREAS IN CONCRETE
<br />FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT
<br />METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL
<br />ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT.
<br />7. ALL VAPOR BARRIER JOINTS MUST BE TAPED, CONTINUOUS WITH DUCT TAPE, AND VAPOR
<br />BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL
<br />OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT IS REQUIRED.
<br />8. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE
<br />REMOVED BEFORE EXTERIOR SOIL TERMITE CHEMICAL TREATMENT IS APPLIED. TERMITE
<br />CHEMICAL SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR
<br />GRADE WITHIN V-0" OF THE STRUCTURE SIDEWALLS.
<br />9. AN EXTERIOR VERTICAL TERMITE CHEMICAL BARRIER MUST BE INSTALLED AFTER
<br />CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL
<br />DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED.
<br />10, ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TERMITE CHEMICAL
<br />TREATMENT.
<br />ll. A CERTIFICATE OF COMPLIANCE MUST BE PREPARED BY A LICENSED TERMITE
<br />TREATMENT APPLICATOR AND IS TO BE ISSUED TO THE BUILDING DEPARTMENT BEFORE A
<br />CERTIFICATE OF OCCUPANCY WILL BE ISSUED.
<br />THE CERTIFICATE OF COMPLIANCE SHALL STATE, "THE BUILDING HAS RECEIVED A
<br />COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT
<br />IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF
<br />AGRICULTURE AND CONSUMER SERVICES."
<br />12, AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM
<br />BELOW AND WITHIN 1'-O" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP
<br />BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL.
<br />13.NO WOOD VEGETATION STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN
<br />15'-0" OF THE BUILDING.
<br />14. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-O" AWAY FROM
<br />THE BUILDING SIDEWALLS, OR PRECAST SPLASH BLOCKS MUST BE INSTALLED AS
<br />INDICATED ON THE CONTRACRT DOCUMENTS.
<br />15.IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT
<br />BE INSTALLED WITHIN l'-O" OF THE BUILDING SIDEWALLS.
<br />I HERE CERTIFY THAT I HAVE REVIEWED THE ATTACHED
<br />DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH 2O17
<br />FLORIDA BUILDING CODE, 6th EDITION, RESIDENTIAL PER
<br />THE DATE OF THESE DOCUMENTS.
<br />05/07 /2019
<br />JEREL MCCANTS, AIA AR94378
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<br />ISSUE RECORD
<br />REVISION NO./DATE:
<br />DESCRIPTION:
<br />GENERAL NOTES
<br />JOB No.: 19-023
<br />DWN BY: MA
<br />CHK BY: JLM
<br />DATE ISSUED: 05.07.19
<br />SHEET NO:
<br />GN
<br />
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