|
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 31ST 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 CC REPLACE A-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, ACQ-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 CPSC 16 CFR, PART 1201 CRITERIA FOR
<br />CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1
<br />EXCEPTIONS:
<br />1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL 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,
<br />U AS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
<br />GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE
<br />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 LOCATIONS 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, TUBS PAS WHERE THE
<br />0 HOT U S AND S
<br />BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524
<br />MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE 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 THE
<br />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, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE
<br />DOOR AND THE GLAZING.
<br />4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR
<br />WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN
<br />THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2.
<br />5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36
<br />INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD
<br />OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN
<br />HEIGHT.
<br />6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN
<br />THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER
<br />HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR,
<br />7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION
<br />R308.2.
<br />8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
<br />SUPPORT.
<br />9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE:
<br />9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR
<br />IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND
<br />9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
<br />1. SPECIFICATIONS
<br />1. 1.
<br />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 C270-12a, C90-061b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
<br />1.1.4.
<br />NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL
<br />ACCOMPANYING SUPPLEMENTS.
<br />1.1.5.
<br />FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017)
<br />1.1.6.
<br />"MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN
<br />INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH 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.
<br />DESIGN:
<br />1.2.1.
<br />ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
<br />1.2.2.
<br />ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16
<br />SPECIFICATIONS FOR MASONRY STRUCTURES.
<br />1.2.3.
<br />ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
<br />1.2.4.
<br />NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL
<br />ACCOMPANYING SUPPLEMENTS.
<br />1.2.5.
<br />PLYWOOD DESIGN SPECIFICATIONS (APA)
<br />1.2.6.
<br />FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR)
<br />1.3.
<br />SHOP DRAWINGS:
<br />1.3.1.
<br />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.
<br />ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
<br />THE COMMENCEMENT OF CONSTRUCTION.
<br />1. 3.3.
<br />ALL ROOF AND F TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
<br />L 00 A FLOOR USS O
<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
<br />LOADS
<br />2.1.
<br />DEAD LOADS:
<br />2. 1. 1.
<br />UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
<br />2.1.2.
<br />UNIT WEIGHT OF REINFORCED CONCRETE: 150P CF
<br />2.1.3.
<br />UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF
<br />2. 1.4.
<br />1 ST 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 />SIDEWALK 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/O 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 />3. 2. 2
<br />ALL RAILING I Y ARE TO BE DESIGNED TO WITHSTAND A
<br />L NG AND GUARD RAIL S S TE M S
<br />HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
<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. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017),
<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. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE
<br />2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10
<br />2.5. DEFLECTIONS:
<br />2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1_1480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES
<br />THE SPAN FOR TOTAL LOAD.
<br />3. DESIGN METHOD
<br />3.1. LOAD FACTOR DESIGN:
<br />3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
<br />CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
<br />3.2. SERVICE LOAD DESIGN:
<br />3.2.1. 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. LOAD COMBINATIONS FOR LRFD DESIGNS:
<br />3. 3. 1. 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. 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. DESIGN ASSUMPTIONS:
<br />3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
<br />SHOWN OTHERWISE IN THE DESIGN PLANS.
<br />4• MATERIALS
<br />4.1. REINFORCING STEEL:
<br />4. 1. 1.
<br />REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi
<br />4,1.2.
<br />LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #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:
<br />3"
<br />C-I-P CONCRETE EXPOSED TO EXTERIOR:
<br />2„
<br />C-I-P CONCRETE NOT EXPOSED:
<br />1 y„
<br />GROUT FILLED MASONRY:
<br />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 318-11 (STRUCTURAL CONCRETE)
<br />ACI 530-13 (MASONRY STRUCTURES)
<br />4.2. 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 CO. ONLY
<br />3,000 Psi
<br />3,122 Ksi
<br />C-I-P GROUT
<br />3,000 Psi
<br />3,122 Ksi
<br />4.2.2. 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. 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. CONSTRUCTION JOINTS WILL BE PERMITTED
<br />4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
<br />ACCORDANCE WITH THE SPECIFICATIONS AS STATED,
<br />4, 2. 6. 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 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 C90-0601, 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 = 1,500 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 />APPLICATIONS HALL BE APA RATED STRUCTURAL
<br />ALL PLYWOOD USED FOR EXTERIOR S
<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'T 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
<br />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 = 1,850 PSI
<br />Fc = 500 PSI (PERPENDICULAR)
<br />Fc = 2,700 (PARALLEL)
<br />4.7. STEEL:
<br />Fv= 285PSI
<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
<br />SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
<br />4.8. SOIL:
<br />ELEMENTS ARE IN PLACE.
<br />4. 8. 1.
<br />MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF.
<br />FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF
<br />4.8.2.
<br />ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION
<br />R318.
<br />4.8.3.
<br />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 />V-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 />forms. Permanent forms
<br />etc., shall be made with permanent metal or plastic 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 - C ncrete overpour and mortar along the foundation perimeter
<br />must be removed be�ore extenor soil treatment.
<br />10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete
<br />or grade within V-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 V-0" of the building. This includes all grade stakes,
<br />tub trap boxes, forms, shoring or other cellulose containing material.
<br />WORST CASE DESIGN PRESSURE TABLE
<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 />(COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE)
<br /># END ZONE IS ONLY WITHIN 6-0"
<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 90 +26.3 PSF / -29.8 PSF
<br />DOUBLE 160 +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 ISRESPONSIBLE 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 WALLBAORD SHALL
<br />OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
<br />(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW /
<br />NAIL DISTANCEFROM EDGE SHALL BE 8". 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.
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2017 Florida Building Code -
<br />Residential 6th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal,
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<br />SCALE : AS NOTED
<br />SHEET NO.
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