|
NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.
<br />1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID
<br />BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE .
<br />2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
<br />PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION.
<br />ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
<br />AS OF DECEMBER 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
<br />CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW
<br />PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE
<br />OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, 4CQ-D, CBA-A, OR CA-B
<br />REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT.
<br />REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
<br />(RE: FBRC R308.4)
<br />R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE
<br />INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED
<br />IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1).
<br />EXCEPTIONS:
<br />1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHF,LL COMPANY WITH ANSI
<br />Z97.1-14
<br />2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2
<br />R308.4 HAZARDOUS LOCATIONS.
<br />THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:
<br />1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
<br />2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR
<br />ASSEMBLIES.
<br />3. GLAZING IN STORM DOORS.
<br />4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
<br />5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
<br />GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF
<br />THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
<br />6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
<br />WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
<br />(1524MM) ABOVE THE FLOOR OR WALKING SURFACE.
<br />7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIGNS DESCRIBED IN ITEMS 5 AND 6
<br />ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
<br />7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
<br />7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
<br />7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
<br />7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
<br />GLAZING.
<br />8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL
<br />BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
<br />9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
<br />BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES
<br />(1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE
<br />GLAZING.
<br />10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES. (914 MM) HORIZONTALLY OF A WALKING
<br />SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE
<br />ADJACENT WALKING SURFACE.
<br />11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN
<br />ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF
<br />THE TREAD.
<br />EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS:
<br />1.OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS.
<br />2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7.
<br />3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT
<br />BARRIER BETWEEN THE DOOR AND THE GLAZING.
<br />4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET
<br />(914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3.
<br />5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE
<br />SIDES) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF
<br />WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A
<br />MINIMUM OF 1 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT.
<br />6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM
<br />3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING
<br />SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS
<br />EXTERIOR.
<br />7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
<br />SUPPORT.
<br />8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE:
<br />8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL
<br />PANELS, COMPLYING WITH THE PREVISIONS OF; AND
<br />8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
<br />1. SPECIFICATIONS
<br />1. 1. CONSTRUCTION
<br />1. 1. 1.
<br />ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
<br />1. 1.2.
<br />ACI 530-13, ASCE 5/TMS 402-16 &ACI 530.1-13, ASCE 6/TMS 602-16
<br />SPECIFICATIONS FOR MASONRY STRUCTURES.
<br />1. 1.3.
<br />ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
<br />1. 1.4.
<br />NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
<br />ACCOMPANYING SUPPLEMENTS.
<br />1. 1.5.
<br />FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020)
<br />1. 1.6.
<br />"MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN
<br />INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION.
<br />1. 1.7.
<br />"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
<br />TRUSS PLATE INSTITUTE TRI1-14.
<br />1.2. DESIGN
<br />1.2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
<br />1. 2.2. ACI 530-16, ASCE 5/TMS 402-16 &ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES.
<br />1.2. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
<br />1.2. 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
<br />ACCOMPANYING SUPPLEMENTS,
<br />1.2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA)
<br />1.2. 6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL
<br />(FBCR)
<br />1.3. SHOP DRAWINGS
<br />1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
<br />DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
<br />THE ENGINEER OF RECORD.
<br />1.3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
<br />THE COMMENCEMENT OF CONSTRUCTION.
<br />1.3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNtD AND SEALED BY A
<br />FLA. REG, PE. AND SHALL INCLUDE :DRAWINGS AND CALCULATIONS, REACTIONS AND
<br />BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
<br />SUPPORTING TRUSS MEMBERS.
<br />2. DESIGN LOADS
<br />2. 1. DEAD LOADS
<br />2. 1. 1.
<br />UNIT WEIGHT OF SOIL, COMPACTED : 120 PCF
<br />2. 1.2.
<br />UNIT WEIGHT OF REINFORCED CONCRETE : 150 PCF
<br />2. 1.3.
<br />UNIT WEIGHT OF 8" C.M.U. BLOCK : 55 PSF
<br />2. 1. S.
<br />1ST FLOOR SUPERIMPOSED LOAD : 20 PSF
<br />2. 1.5.
<br />UNIT WEIGHT OF 2x4 PARTITION WALLS : 11 PSF
<br />2. 1.6.
<br />UNIT WEIGHT OF 2x6 BEARING WALLS : 12 PSF
<br />2. 1.7.
<br />BALCONIES &DECKS : 15 PSF
<br />2. 1.8.
<br />TILE ROOF
<br />TOP CHORD : 15 PSF
<br />BOTTOM CHORD : 10 PSF
<br />2. 1.9.
<br />SHINGLE ROOF
<br />TOP CHORD : 7 PSF
<br />BOTTOM CHORD : 10 PSF
<br />2. 1. 10.
<br />FLOOR TRUSSES 15
<br />2.2.
<br />LIVE LOADS
<br />2.2. 1.
<br />51DEWALK AND DRIVEWAY LOAD : 250 PSF
<br />2.2. 2.
<br />GARAGE LOADS : 40 PSF
<br />2.2. 3.
<br />PARTITIONED ROOMS : 40 PSF
<br />2.2. 4.
<br />BALCONY AND DECKS : 60 PSF-UNDER 100 sq. ft.
<br />2.2. 5.
<br />STAIRWAYS AND LANDINGS : 40 PSF
<br />2.2. 6.
<br />SLEEPING ROOMS : 30 PSF
<br />2.2. 7.
<br />FLOOR TRUSS
<br />TOP CHORD MINIMUM : 40 PSF
<br />2.2. 8.
<br />ROOF TRUSS
<br />TOP CHORD MINIMUM : 20 PSF
<br />BOTTOM CHORD (ATTIC W/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT)
<br />BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF
<br />2.3.
<br />RAILING LOADS
<br />2.3. 1.
<br />ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
<br />CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
<br />DIRECTION ON THE RAILING.
<br />2.3. 2.
<br />ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
<br />RA L A D A MULTANEOUS LOAD
<br />HORIZONTAL LOAD OF 50 PLF ON THE GUARD I N SI
<br />OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
<br />2.3. 3.
<br />GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
<br />HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
<br />2. 3.4.
<br />2.3.1., 2.3.2 � 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
<br />SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
<br />2.4.
<br />WIND LOADS
<br />2.4. 1.
<br />WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020),
<br />AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR
<br />"I" = 1.0. ENCLOSED BUILDING
<br />2.4. 2.
<br />NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE
<br />2.4. 3.
<br />WIND LOAD DETERMINATION BASED ON ASCE 7-16
<br />2.5,
<br />DEFLECTIONS
<br />2.6. 1.
<br />FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES
<br />THE SPAN FOR TOTAL LOAD.
<br />3. DESIGN
<br />METHOD
<br />3. 1.
<br />LOAD FACTOR DESIGN
<br />3. 1. 1.
<br />THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN
<br />CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
<br />3.2.
<br />SERVICE LOAD DESIGN
<br />3.2. 1.
<br />THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN
<br />MASONRY WALLS AND LINTELS
<br />INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
<br />STAIRS AND FLOOR FRAMING
<br />ROOF FRAMING, SHEATHING AND UPLIFT
<br />3.3.
<br />LOAD COMBINATIONS FOR LRFD DESIGNS
<br />3.3. 1.
<br />THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR
<br />TOTAL DL +FLOOR LL + ROOF LL
<br />TOTAL DL +FLOOR LL + WL
<br />TOTAL DL + WL
<br />3. 3.2.
<br />ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
<br />COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
<br />BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
<br />3.4.
<br />DESIGN ASSUMPTIONS
<br />3.4. 1.
<br />ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
<br />SHOWN OTHERWISE IN THE DESIGN PLANS.
<br />4• MATERIALS
<br />4. 1.
<br />REINFORCING STEEL
<br />4. 1. 1.
<br />REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi
<br />4. 1. 2•
<br />LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20".
<br />4. 1. 3.
<br />ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
<br />CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE
<br />FACE OF THE CONCRETE.
<br />4. 1.4.
<br />REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
<br />4. 1.5.
<br />REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED
<br />YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
<br />RECORD.
<br />4. 1. 6.
<br />DESIGN COVER REQUIREMENTS
<br />C-I-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 />4. 1.7•
<br />WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14
<br />4. 1.8.
<br />DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE)
<br />ACI 530-16 (MASONRY STRUCTURES)
<br />4.2.
<br />CONCRETE
<br />4.2. 1.
<br />MODULES OF
<br />CONCRETE TYPE
<br />MIN. 28 DAY
<br />ELASTICITY
<br />DESIGN (fc)
<br />DESIGN (E)
<br />C-I-P CONCRETE (NORMAL WEIGHT)
<br />2,500 Psi
<br />2,850 Ksi
<br />C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO C0.ONLY
<br />3,000 Psi
<br />3,122 Ksi
<br />C-1-P GROUT
<br />3,000 Psi
<br />3,122 Ksi
<br />4.2. 2.
<br />CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
<br />BETWEEN 6"AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
<br />CRITERIA.
<br />4.2. 3.
<br />GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
<br />WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
<br />ADDITIONAL CRITERIA.
<br />4.2. 4.
<br />CONSTRUCTION JOINTS WILL BE PERMITTED
<br />4.2. 5.
<br />METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
<br />ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
<br />4.2. 6.
<br />EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS &DRIVEWAYS)
<br />3 1/2" MIN. THICKNESS W/MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @
<br />MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
<br />CONTRACTORS DISCRETION.
<br />4.3. CONCRETE
<br />MASONRY
<br />4.3. 1.
<br />FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN,
<br />4.3. 2.
<br />LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II
<br />NON -MOISTURE CONTROLLED.
<br />4.3. 3.
<br />ALL CELLS &CAVITIES BELOW GRADE WILL BE FILLED W/CONCRETE IN ALL
<br />STEM WALLS.
<br />4.3. 4.
<br />THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI
<br />MINIMUM.
<br />4.3. 5.
<br />METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
<br />CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
<br />4.3. 6.
<br />MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION.
<br />4.4. STRUCTURAL LUMBER
<br />4.4. 1.1.
<br />INTERIOR LOAD BEARING WALLS SPF #2
<br />ALL EXTERIOR FRAMING SPF #2
<br />4.4. 1.2.
<br />ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER
<br />4.4. 1.2.1
<br />ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER
<br />4.4. 2.
<br />ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL
<br />SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O.
<br />4.4. 3.
<br />ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB. FLOORING AND
<br />SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
<br />4.4. 4.
<br />IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
<br />GREATER SECTION PROPERTIES.
<br />4.4. 5.
<br />ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
<br />CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
<br />4.4. 6.
<br />WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
<br />MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
<br />4.4. 7.
<br />DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN
<br />SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
<br />ANSI/TPI 1-2007, BCSI
<br />4.4. 8.
<br />UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
<br />4.4. 9.
<br />ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER
<br />ASTM C. 926, APPLY 3 LAYERS W/TOTAL THICKNESS 7/8" OVER METAL.LATH. FIRST
<br />2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8"THICK
<br />4.4. 10.
<br />INSTALLATION OF EXTERIOR LATHING &FRAMING SHALL COMPLY TO ASTM C 1063
<br />PER FLORIDA CODE R703.7
<br />4.5. FASTENERS AND TIE DOWNS
<br />4.5. 1.
<br />FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO
<br />SHAPES, ANGLES, CHANNELS : ASTM A36/36M 05 Fy = 36 Ksi
<br />ROUND METAL PIPE :ASTM A53, GRADE B Fy = 35 Ksi
<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.
<br />SHEET METAL ACCESSORIES SHALL CONFORM TO : Fy = 33KsiWITH G90
<br />GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
<br />4.5. 3.
<br />NAILS SHALL CONSIST OF :COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
<br />FOLLOWS : 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162".
<br />4.5. 4.
<br />ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
<br />APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
<br />PRIOR TO INSTALLATION.
<br />4.5. 5.
<br />ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />4.5. 6.
<br />ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
<br />STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
<br />SPECIFICATIONS.
<br />4.5. 7.
<br />CONCRETE EMBEDDED 'J' 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, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
<br />4.5. 8.
<br />CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
<br />PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
<br />4. 6. MICRO -LAM LUMBER:
<br />4.6. 1.
<br />MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
<br />E = 2,000,000 PSI
<br />Fb = 2,950 PSI
<br />Ft= 1,850PS1
<br />Fc = 500 PSI (PERPENDICULAR}
<br />Fc = 2,700 (PARALLEL)
<br />Fv = 285 PSI
<br />4.7. STEEL:
<br />4.7. 1.
<br />INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
<br />STEEL ERECTOR.
<br />4.7• 2•
<br />FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C.
<br />"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
<br />STEEL FOR BUILDINGS".
<br />4.7. 3.
<br />STRUCTURAL STEEL: ASTM A36/36M 05.
<br />4.7. 4.
<br />STEEL TUBING: ASTM A500, GRADE B.
<br />4.7. 5.
<br />WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS
<br />CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
<br />4.7. 6.
<br />WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
<br />PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
<br />THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
<br />4. 7.7.
<br />THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE
<br />PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE.
<br />4. 8. SOIL:
<br />4.8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF.
<br />FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN: CAPACITY OF 2,000 PSF
<br />4.8. 2. ALL SOIL IS TO BE CLEAN &POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION
<br />R318.
<br />4.8.3. SOIL IS TO BE COMPACTED TO 95%MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01
<br />TERMITE PROTECTION -
<br />CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
<br />• Borate / Boracore treated lumber
<br />• Soil Chemical Barrier Method
<br />• Other treatment -Must specify proposed method and submit documentation, which
<br />substantiates the proposed method, is an approved termite protection system or method.
<br />OR CHEMICAL SOIL TERMITE TREATMENT IS USED
<br />1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider
<br />and need for re -inspection and treatment contract renewal shall be provided.
<br />The sign shall be posted near the water heater or electric panel"
<br />2. Condensate and roof downspouts shall discharge at least
<br />1'-0" away from the building side walls.
<br />3. Irrigation/sprinkler systems including all risers and
<br />spray heads shall not be installed within 1'-0" of the building side wall.
<br />4. FBC-R R318.7- To provide for inspection for termite infestation, between,
<br />wall covering and final earth grade shall not be less than 6 inches.
<br />Exception: Paint or decorative cementitious finish less than 5/8"
<br />thick adhered directly to the foundation wall.
<br />5. FBC-R R318.1.1 -Initial treatment shall be done after all excavation
<br />and backfill is complete.
<br />6. FBC-R R318.1.2 -Soil disturbed after the initial treatment shall be retreated
<br />including spaces boxed or formed.
<br />7. FBC-R R318.1.3 -Boxed areas in concrete floors for subsequent installation of trapps,
<br />etc., shall be made with permanent metal or plastic forms. Permanent forms must be
<br />of a size and depth that will eliminate the disturbance of soil after the initial treatment.
<br />8. FBC-R R318.1.4 -Minimum 6 mil vapor retarder must be installed to protect against
<br />rainfall dilution. If rainfall occurs before vapor retarder placement,
<br />retreatment is required.
<br />9. FBC-R R318.1.5 - Concrete overpo�r and mortar along the foundation perimeter
<br />must be removed be ore exterior soi treatment.
<br />10. FBC-R R318.1.6 -Soil treatment must be appplied under all exterior concrete
<br />or grade within 1'-0" of the structure sidewalls.
<br />11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after
<br />construction is complete, including landscaping and irrigation. Any soil disturbed
<br />after the vertical barrier is applied, shall be retreated,
<br />12. FBC-R R318.1 -All buildings are required to have pre -construction treatment.
<br />13. FBC-R R318.1 - A certificate of compliance must be issued to the building department
<br />by a licensed pest control company before a certificate of occupancy will be issued.
<br />The certificate of compliance shall state: "The building has received a complete
<br />treatment for the prevention of subterranean termites. The treatment is in
<br />.accordance with the rules and laws of the Florida Department of Agriculture
<br />and Consumer Services".
<br />14. FBC-R R318.6 -After all work is completed, loose wood and fill must be removed
<br />from below and within 1'-0" of the building. This includes all grade stakes,
<br />tub trap boxes, forms, shoring or other cellulose containing material.
<br />BUILDING DATA
<br />WIND SPEED (ULTIMATE) 140 MPH
<br />WIND SPEED (ALLOWABLE) 108 MPH
<br />WIND EXPOSURE -- "C" (FBC-R R301)
<br />INTERNAL PRESSURE COEFFICIENT= +�- 0.18 ENCLOSED BLDG)
<br />BUILDING CATEGORY = II
<br />DESIGN WIND PRESSURE:
<br />(COMPONENTAND CLADDING) WORST CASE (10 SF -END ZONE)
<br />#END ZONE IS ONLY WITHIN 5'-0"
<br />OF ALL EXTERIOR BUILDING CORNERS
<br />WINDOWS AND DOORS
<br />140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O.
<br />+ 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.
<br />CONSTRUCTION GARAGE DOORS (V = 140 MPH)
<br />TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF
<br />DOUBLE 16x7 +25.2 PSF / -28.1 PSF
<br />NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
<br />NOTE:
<br />IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
<br />CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
<br />STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
<br />CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS'
<br />BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
<br />THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
<br />CONSTRUCTION.
<br />NOTE:
<br />GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
<br />FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%"
<br />DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL
<br />OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
<br />(EDGES IN `JERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW /
<br />NAIL DISTANCE FROM EDGE SHALL BE 3/". THIS SHALL APPLY TO BOTH CEILING AND WALL
<br />INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
<br />CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
<br />ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
<br />OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
<br />NOTE:
<br />ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
<br />AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
<br />MAR 2 5 2023
<br />Virtual Review Assist, Inc,
<br />Plans Review completed and approved
<br />for compliance with the 2020 FBC 7th Edition
<br />by Debra Anne Klahr PX2300
<br />:mow
<br />® ,e�?^
<br />,��
<br />CV
<br />'
<br />�
<br />A ,:�> 9
<br />�
<br />I � '°'egg
<br />es+,
<br />rN..
<br />��.�
<br />R
<br />1 1'
<br />-7 ^ }
<br />1 � '''
<br />00
<br />�
<br />�.
<br />s
<br />,_ ��,,.�
<br />Vie' ®_ �,
<br />W
<br />"
<br />O
<br />W
<br />0
<br />Z
<br />Q
<br />nNt � W � N I
<br />� �''> ^ ai
<br />N M
<br />1*� w
<br />� �
<br />V? V ��_�',= M
<br />•L = O
<br />� � o
<br />_O o
<br />�} � W� a a
<br />•Vi � W � in �
<br />Q�
<br />nn``
<br />TW L � s= � .�
<br />v � � � a
<br />'�
<br />W
<br />� Ur
<br />LJJ
<br />� LLl rn W Q �
<br />I-Q � � tY�~z�
<br />o:��
<br />Q Q
<br />�
<br />U
<br />[=
<br />J�O���tLU0��0
<br />j0� Z�Ii�Z���HQQ
<br />orn��oZo�oomZ
<br />-
<br />z �
<br />Q
<br />O
<br />W W W �
<br />� d � W W rn �' Q
<br />Q�QO W Q�Z W Z��O�pa.
<br />�
<br />J
<br />LL
<br />OW �~f- �Wz
<br />o� o � oQ qQ
<br />Q
<br />�Q O �QtL
<br />O
<br />Z W
<br />Off_
<br />ti
<br />0
<br />'I� I-- M O
<br />a�M�
<br />� � � �
<br />-
<br />W �
<br />I-��C_�
<br />Q
<br />�
<br />!ZUI-
<br />Wz�
<br />W
<br />0
<br />J O
<br />J
<br />I
<br />I
<br />I
<br />I
<br />I
<br />1
<br />I
<br />I
<br />I
<br />1
<br />O
<br />o
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />/�\
<br />N
<br />`
<br />N
<br />N
<br />[♦lire)
<br />O
<br />�
<br />O
<br />N
<br />O
<br />�
<br />O
<br />o
<br />r
<br />�
<br />T
<br />�
<br />O
<br />I
<br />1
<br />i
<br />1
<br />I
<br />1
<br />z
<br />O
<br />N�
<br />W
<br />o
<br />0
<br />0
<br />0
<br />l
<br />I
<br />I
<br />�
<br />�
<br />�i
<br />ri
<br />�
<br />i
<br />1
<br />1
<br />M�
<br />�
<br />}~
<br />Z
<br />w
<br />Z
<br />aW
<br />♦�
<br />��
<br />w
<br />Z
<br />O
<br />U
<br />�00
<br />UV�
<br />^
<br />�.i
<br />�Zj
<br />�
<br />O
<br />OWo
<br />�
<br />Z
<br />��d
<br />�-
<br />�
<br />�
<br />��Q
<br />pWp � W
<br />N
<br />�
<br />ono
<br />N
<br />�
<br />�o�
<br />w
<br />�
<br />���
<br />O
<br />Q
<br />O
<br />%■
<br />�'
<br />O
<br />V
<br />gW�
<br />z
<br />z
<br />z
<br />a
<br />� Z
<br />��
<br />U
<br />�
<br />O
<br />O
<br />Z
<br />z
<br />W
<br />J
<br />W
<br />O
<br />O
<br />LAST PLOT DATE
<br />�
<br />..
<br />Z
<br />O
<br />STRUCTURAL
<br />DETAILS
<br />
|