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SPEG I F I GATI ONS
<br />I. I. CONSTRUCTION
<br />AGI 318-05 BUILDINO CODE REQUIREMENT5 FOR STRUCTURAL GONGRETE
<br />I. 1.2.
<br />AGI 530-05, ASGE 5/TM5 402-05 d AGI 530.1-05, ASGE 6/TMS 602-05
<br />SPEGIFICATIONS FOR MASONRY STRUCTURES.
<br />I. 1.5.
<br />A5TM G270-04, G476-02, AND C610-01 SPECIFICATIONS FOR MASONRY 5TRUCTURE5
<br />I. 1.4.
<br />NATIONAL DESIGN 5PEGIFIGATIONS (NDS) FOR WOOD GONSTRUGTION, 2005 EDITION, AND ALL
<br />AGGOMPANYIN& SUPPLEMENTS.
<br />I. 1.5.
<br />FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 2007 EDITION,
<br />(INGLUDING 20Oq SUPPLEMENT)
<br />1- 1-6.
<br />"MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERIGAN
<br />INSTITUTE OF STEEL GONSTRUGTION, (AI5G) CiTH EDITION.
<br />I. I. 7.
<br />"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
<br />TRU55 PLATE INSTITUTE TPI 1-02.
<br />I. I. 5.
<br />FLORIDA FIRE PREVENTION CODE (FFPG 2007)
<br />1.2.
<br />DES 1 ON :
<br />I. 2. I.
<br />AGI 315-05 BUILDING CODE REQUIREMENT5 FOR STRUCTURAL CONCRETE
<br />1. 2. 2.
<br />AGI 550-05, ASGE 5/TMS 402-05 ff AGI 550.1-05, A5GE 6/TMS 602-05
<br />5PEGIFIGATIONS FOR MASONRY STRUCTURES.
<br />I. 2. 3.
<br />A5TM G270-04, G476-02, AND GGO-Cl SPEGIFIGATION5 FOR MASONRY STRUCTURES
<br />I. 2. 4.
<br />NATIONAL DE51ON 5PEGIFIGATIONS (ND5) FOR WOOD GON5TRUGTION, 2005 EDITION, AND ALL
<br />AGGOMPANYING SUPPLEMENTS.
<br />I. 2. 5.
<br />PLYWOOD DESIGN SPECIFICATIONS (APA)
<br />1. 2.6.
<br />FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING GORE (FBG), 2007 EDITION,
<br />(INGLUDING 200q SUPPLEMENT)
<br />1.5.
<br />SHOP DRAWINGS :
<br />1.3. 1.
<br />THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DE51ON PLANS BY OTHERS
<br />DURING THE PREPARATION OF SHOP DRAWIN05 WITHOUT WRITTEN APPROVAL FROM
<br />THE ENOINEER OF RECORD.
<br />I. 3. 2.
<br />ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
<br />THE COMMENCEMENT OF GONSTRUGTION.
<br />I. 3. 3.
<br />ALL ROOF AND FLOOR TRU55 SHOP DRAWING5 ARE TO BE 516NED AND SEALED BY A
<br />FLA. REG. PE. AND SHALL INCLUDE : DRAWINGS AND GALGULATIONS, REACTIONS AND
<br />BEARING POINTS, BRAGINO REQUIREMENTS, AND CONNECTIONS TO
<br />SUPPORTING TRUSS MEMBERS.
<br />1.4.
<br />GENERAL BU I LD I NC NOTES
<br />I. 4. I.
<br />OGOUPANGY CLA551FIGATON RESIDENTIAL, GROUP R-3
<br />1. 4. 2.
<br />BUILDING HEIGHT IN FEET & NUMBER OF STORIES = < (90'-0", 2-5TORY
<br />I. 4. 3.
<br />TYPE OF GON5TRUGTION: VB
<br />1. 4. 4.
<br />PARTY WALLS SHALL PROVIDE NOT LESS THAN A 2-HOUR FIRE RESISTANCE RATING.
<br />PLUMBING, PIPIN&, DUCTS ELEGTRIGAL OR OTHER BUILDING SERVICES SHALL NOT BE
<br />INSTALLED WITHIN OR THROUGH THE 2-HOUR WALL UNLESS SUCH MATERIALS AND METHODS
<br />OF PENETRATION HAVE BEEN TESTED IN ACCORDANCE WITH FBG 2007, SECTION 703.
<br />2. DES I ON
<br />LOADS
<br />2.1.
<br />DEAD LOADS
<br />2. I. 1.
<br />UNIT WEIGHT OF SOIL, COMPACTED : 120 PGF
<br />2. 1.2.
<br />UNIT WEIGHT OF REINFORCED CONCRETE 150 PGF
<br />2. 1.5.
<br />UNIT WEIGHT OF 5" G.M.U. BLOCK 55 PSF
<br />2. 1.4.
<br />I5T FLOOR SUPERIMPOSED LOAD 20 PSF
<br />2. 1. 5.
<br />UNIT WEIGHT OF 2x4 PARTITION WALLS II PSF
<br />2. 1.6.
<br />UNIT HEIGHT OF 2x6 BEARING WALLS : 12 P5F
<br />2. I. 7.
<br />BALCONIES ff DECKS : 15 PSF
<br />2. I. 5.
<br />TILE ROOF
<br />TOP CHORD : 15 PSF
<br />BOTTOM CHORD 10 PSF
<br />2. I. q.
<br />5HINOLE ROOF
<br />TOP CHORD: 7 PSF
<br />BOTTOM GHORD : 10 PSF
<br />2. 1.10.
<br />FLOOR TRUSSES 15
<br />2. 2.
<br />LIVE
<br />LOADS :
<br />2. 2. I. 51DENALK AND DRIVEWAY LOAD: 250 PSF
<br />2. 2. 2. GARAGE LOADS : 40 PSF
<br />2. 2. 3. PARTITIONED ROOMS : 40 PSF
<br />2. 2. 4. BALCONY AND DECK5 : 60 PSF
<br />2. 2. 5. STAIRWAYS AND LANDINGS : 40 PSF
<br />2. 2- 6-
<br />2_. 2. 7. FLOOR TRUSS
<br />TOP GHORD MINIMUM : 40 P5F
<br />2. 2. 8. ROOF TRU55
<br />TOP CHORD MINIMUM 20 PSF
<br />BOTTOM CHORD (W/O STORAGE) 10 PSF (NON-GONGURRENT)
<br />2. 3 RAILING LOADS :
<br />2.5. I. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
<br />GONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
<br />DIRECTION ON THE RAILING.
<br />2. 3. 2. ALL RAILING AND GUARD RAIL SY5TEM'S ARE TO BE DESIGNED TO WITHSTAND A
<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. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
<br />HORIZONTAL LOAD APPLIED ON 1 50. FT. AT ANY POINT IN THE SYSTEM.
<br />2. 3. 4. 2.3.1., 2.3.2 d 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
<br />SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER GOMPONENT5.
<br />2.4. HIND LOADS :
<br />2.4. 1. WIND DE51ON TO BE GONDUGTED IN AGGORDANGE HITH 5EGT. R301 OF THE FRG 200-1
<br />EDITION (INCLUDING 200q SUPPLEMENT), AND GONDUGTED BASED ON A 120 MPH, 3
<br />SECOND GUST, FXP05URE "G", IMPORTANCE FACTOR T' = I.O. ENGL05EP BUILDING
<br />2. 4. 2. NET UPLIFT DEAD LOADS - 10 P5F SHINGLE, 15 PSF TILE
<br />24.5. WIND LOAD DETERMINATION BASED ON ASGE 7-05
<br />2.5. DEFLECTIONS :
<br />FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS
<br />AND 1/240 TIMES THE SPAN FOR TOTAL LOAD.
<br />�. DESGON METHOD
<br />S. 1. LOAD FACTOR DESIGN
<br />3. I. I. THE LOAD FAGTOR DE51&N METHOD HAS USED TO DE51ON
<br />GA5T-IN-PLACE CONCRETE SLABS AND FOOTINGS
<br />5.2. SERVICE LOAD DESIGN :
<br />5.2. I. 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 />3.5. LOAD COMBINATIONS FOR LRFD DESIGNS
<br />5.5. I, THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR
<br />TOTAL DL + FLOOR LL + ROOF LL
<br />TOTAL DL + FLOOR LL + HL
<br />TOTAL DL + AL
<br />3. 3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DE51&NED TO RESIST THE WORST LOAD
<br />GOMBINATION RE5ULTINO IN THE MAXIMUM 5TRE55ES PLACED ON THAT COMPONENT.
<br />BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE GON5IDERED.
<br />3. 4. DESIGN ASSUMPTIONS :
<br />5.4. I. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND HALLS UNLESS
<br />SHOWN OTHERHISE IN THE DE516N PLANS.
<br />4. MATERIALS
<br />4.1. REINFORCING STEEL
<br />4- 1. 1. REINFORGING STEEL SHALL BE ASTM A615-04o GRADE 40, f'y = 40 Ksi
<br />4- 1- 2- LAP SPLICE SHALL BE AS FOLLOWS: 45 BAR 25", #4 BAR 20", #5 BAR 15".
<br />4. 1. 3. ALL DIMENSIONS PERTAININO TO THE LOCATION OF REINFORGINO ARE TO THE
<br />GENTERLINE OF EAGH BAR EXCEPT WHERE THE COVER DIMENSION 15 SHOWN TO THE
<br />FACE OF THE CONCRETE.
<br />4. I. 4. REINFORGING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
<br />4. 1. 5. REINFORGING MEGHANIGAL 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. I. 6. DE51&N COVER REQUIREMENTS
<br />G-I-P GONGRETE FORMED AGAIN5T EARTH 31,
<br />G-141 CONCRETE EXPOSED TO EXTERIOR 2"
<br />G-I-P GONGRETE NOT EXPOSED : �'2"
<br />GROUT FILLED MASONRY : 5/4'
<br />4. I. 7. WELDED WIRE FABRIC, (HHF): ASTM A05-0I
<br />4. I. LX DETAIL REINFORCEMENT IN AGGORDANGE WITH AGI 315-LATE5T EDITION.
<br />4. 2. GONCRETE :
<br />4.2. I.
<br />MODULES OF
<br />GONGRETE TYPE
<br />MIN. 28 DAY
<br />ELA5TIGITY
<br />DESIGN (f'c)
<br />DE515N (E)
<br />0-1-P CONCRETE (NORMAL WEIGHT)
<br />2,500 Psi
<br />2,850 Ksi
<br />C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
<br />5,000 Psi
<br />3,122 Ksi
<br />0-1-P GROUT
<br />5,000 Psi
<br />3,122 Ksi
<br />4. 2. 2.
<br />CONCRETE SHALL GON515T OF I" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
<br />BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
<br />CRITERIA.
<br />`. 2. 3.
<br />GROUT SHALL GON515T OF PEA ROCK (3/&" MAXIMUM AGGREGATE) CONCRETE MIX
<br />WITH SLUMP BETWEEN &" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
<br />ADDITIONAL CRITERIA.
<br />4. 2. 4.
<br />GONSTRUGTION JOINTS WILL BE PERMITTED
<br />4. 2. 5.
<br />METHOD OF CONCRETE FORMING, PLACEMENT AND GURING SHALL BE GONDUGTED IN
<br />AGGORDANGE WITH THE SPECIFICATIONS AS STATED.
<br />4. 2. 6.
<br />EARTH SUPPORTED SLAB5 (EXGLUDINO EXTERIOR HALKHAY5 & DRIVEWAYS)
<br />3 1/2" MIN. THIGKNE55 W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF
<br />IN TOP 1-1/2" OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF
<br />GONTRACTOR5 DISCRETION.
<br />4.2.7.
<br />CONCRETE PLACEMENT PRACTICES SHALL BE IN AGGORDANGE H/ ALL
<br />AGI- MGP 2004 STANDARDS.
<br />4.3. CONCRETE MASONRY :
<br />4.3. I.
<br />FILLED CELLS H/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
<br />4. 3. 2.
<br />LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE A5TM GG0-01, TYPE II
<br />NON -MOISTURE CONTROLLED.
<br />4. 3. 3.
<br />ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED H/ GONGRETE 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 MA50NRY PLACEMENT AND CONSTRUCTION SHALL BE
<br />GONDUGTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
<br />4. 3. 6.
<br />MORTAR SHALL BE TYPE "5" FOR ALL MASONRY CONSTRUCTION.
<br />4. 5.7.
<br />MASONRY ROUGH OPENING MAY VARY IN THE GRO55 SEGTION DIMENSION OR ELEVATION
<br />DIMENSION SPEGIFIED ON THE APPROVED PLANS FROM -1/4" TO +1/2" PER SEGTION R606.13
<br />4.4. STRUCTURAL LUMBER :
<br />4. 4. I.I.
<br />INTERIOR LOAD BEARING WALLS 5PF, fb = 675 PSI, E = 1200 Ksi
<br />ALL EXTERIOR FRAMING 5PF, fb = 675 PSI, E = 1200 K51
<br />4. 4. 1.2.
<br />ALL FRAME WALLS TO BE CONSTRUCTED U51NO 5PF ,
<br />STUD QUALITY OR BETTER
<br />4. 4. 2.
<br />ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS
<br />SHALL BE APA RATED SHEATHING EXP I 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 I U.N.O.
<br />4.4.4.
<br />IF 055 BOARD 15 TO BE USED IN PLACE OF PLYWOOD 15 TO HAVE SIMILAR OR
<br />GREATER SEGTION PROPERTIES.
<br />4. 4. 5.
<br />ONLY 5TRUGTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLIGATION. WOOD IN
<br />CONTACT WITH GONGRETE IS TO RECEIVE A STANDARD GRADE PRE55URE TREATING.
<br />4. 4. 6.
<br />WHEN PRE ENGINEERED TRUSSES ARE GALLED FOR ON THE PLANS THE
<br />MANUFACTURER 15 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 />SPEGIFIGATION FOR LIGHT METAL PLATE CONNECTED HOOD TRU55E5" BY THE
<br />ANSI/TPI 1-02, BG51 I - 03
<br />4.4.5.
<br />UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH GONGRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT HOODEN TOP PLATES.
<br />4. 4. q.
<br />ALL EXTERIOR FRAME HALLS SHALL BE 5T000O FINISH- 7/8" STUGGO FINISH PER
<br />ASTM G. q26, APPLY 3 LAYERS W/ TOTAL THIGKNE55 7/8" OVER METAL LATH, FIRST
<br />2 LAYERS 3/a" THICK EAGH. 3RD LAYER I/8" THICK
<br />4. 4. 10.
<br />INSTALLATION OF EXTERIOR LATHING 8 FRAMING SHALL COMPLY TO A5TM G 1063
<br />PER FLORIDA RESIDENTIAL CODE R7O3.6.2
<br />4.4. 11.
<br />FIELD GUT ENDS, NOTCHES AND DRILLED HOLES OF PRE5ERVATIVELY TREATED
<br />WOOD SHALL BE TREATED IN THE FIELD IN AGGORDANGE WITH AWPA M 4
<br />4. 5. FASTENERS AND TIE DOWNS :
<br />4.5. I.
<br />FASTENERS AND TIE DOWNS SHALL GON515T OF BUT ARE NOT LIMITED TO
<br />SHAPES, ANGLES, CHANNELS : A5TM A36/36M 04 Fy = 36 Ksi
<br />ROUND METAL PIPE : ASTM A53-02, GRADE B Fy = 35 Ksi
<br />SQUARE METAL TUBING : ASTM A500-03o, GRADE B Fy = 461<5i
<br />HIGH STRENGTH BOLTS : A5TM A325-q4
<br />MACHINE BOLTS : GALVANIZED ASTM A507-05
<br />4. 5. 2.
<br />SHEET METAL ACCESSORIES SHALL CONFORM TO : Fy = 33K5iHITH GqO
<br />GALVANIZED GOATING IN ACCORDANCE HITH ASTM A525-87.
<br />4. 5. 3.
<br />NAILS SHALL CONSIST OF : GOMMON WIRE NAILS HITH MINIMUM DIAMETER A5
<br />FOLLOWS : ad = 0.131 ", lod = 0.145", 12d = 0.14a", 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 REGEIVE AN ANTI-GORR051VE GOATIN& BY MANUFACTURER
<br />PRIOR TO INSTALLATION.
<br />4. 5. 5.
<br />ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT GAPAGITY GALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />4. 5. 6.
<br />ALL FASTENER TIE DOHN5, BEAM HANGERS, J015T HANGERS, AND FLOOR TRU55
<br />STRAPPING ARE TO BE INSTALLED IN AGGORDANGE WITH THE PLANS AND
<br />5PEGIFIGATIONS.
<br />4. 5. 7.
<br />CONCRETE EMBEDDED 'JBOLTS USED FOR UPLIFT ARE TO BE NET SET PRIOR TO
<br />INITIAL SET OF THE CONCRETE, 5PAGING AND ALIGNMENT ARE TO BE IN AGGORDANGE
<br />WITH THE DE51ON 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 REINFORGING PRIOR TO OR HHILE PLACING GROUT.
<br />4. 6. MICRO
<br />-LAM LUMBER:
<br />4. 6. I.
<br />MIGRO-LAM STfRE55 GRADES SHALL PROVIDE THE FOLLOWINO MINIMUM PROPERTIES:
<br />E = 2,000,000 P51
<br />Fb = 2,g50 P51
<br />Ft = 1,850 PSI
<br />Fc = 500 P51 (PERPENDIGULAR)
<br />Fc = 2,700 (PARALLEL)
<br />4.-[. STEEL:
<br />Fv = 205 PSI
<br />4. 7. I. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
<br />STEEL ERECTOR.
<br />4.7. 2. FABRICATE AND ERECT ALL 5TRUGTURAL STEEL IN AGGORDANGE WITH A.I.S.G.
<br />"5PEGIFIGATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
<br />STEEL FOR BUILDINGS".
<br />4.7. 3. STRUCTURAL STEEL: ASTM A36/3611 04.
<br />4. 7. 4. STEEL TUBING: A5TM A500-03o, GRADE B.
<br />4. 7. 5. WELDED CONNECTIONS: E70XX ELEGTRODES, MINIMUM 51ZE FILLET HELPS 3/16", AWS
<br />CERTIFIED WELDERS. GERTIFIGATION PAPERS TO BE SUBMITTED UPON REOUE5T.
<br />4. 7, 6. HHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
<br />PLATES ON EAGH 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. THE STEEL FRAME 15 "NON -SELF SUPPORTING". ADEOUATE TEMPORARY SUPPORT
<br />SHALL BE PROVIDED BY THE GONTRAGTOR UNTIL REQUIRED CONNECTIONS OR
<br />ELEMENTS ARE IN PLACE. -
<br />WOR5T CASE DESIGN PRE55URE TABLE
<br />BUILDING DATA
<br />WIND SPEED 120 MPH
<br />WIND IMPORTANCE FACTOR -- (10 2 12
<br />WIND EXPOSURE -- 'C' (FRC R301)
<br />INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG)
<br />DE51GN WIND PRE55URE:
<br />(COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE)
<br />"END ZONE IS ONLY WITHIN V-0'
<br />OF ALL EXTERIOR BUILDING CORNERS
<br />WINDOWS AND DOORS
<br />120 MPH + 363 PSF / - 4816 PSF (END)
<br />+ 363 PSF/ -393 PSF (INTERIOR) UNA.
<br />GARAGE DOORS (V = 120 MPH)
<br />SINGLE SO +2110 PSF / -312 PSF
<br />DOUBLE 160 +264 PSF / -29.4 PSF
<br />NOTE:
<br />THESE PRESSURES SUPERSEDE ANY AND ALL PRESSURES
<br />LISTED WITHIN THIS CONSTRUCTION DOCUMENT.
<br />4. 8. SO L:
<br />4.85. I. MINIMUM 501L BEARING PRE55URE CAPACITY OF 2000 P5F.
<br />4. 8. 2. ALL SOIL 15 TO BE GLEAN e POISONED FOR TERMITES PER FBG 2007, RESIDENTIAL SECTIONS
<br />R320.1, R320.2, IR320.3, d R704.
<br />TERMITE PROTECTION -
<br />PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT
<br />• Soil Ghemicol Barrier Method
<br />• Other treatment - Must specify proposed method and submit documentation, which
<br />substantiates the proposed method, is on approved termite protection system or method.
<br />IF CHEMICAL SOIL TERMITE TREATMENT 15 USED
<br />I. FBG 105.11- "A permanent sign which identifies the termite treatment provider and need for
<br />re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the
<br />water heater or electric panel"
<br />2. Condensate and roof downspouts shall discharge of least 1'-0" away from the building side walls.
<br />3. Irrigation/sprinkler 5g5tems including all risers and spray heads shall not be installed within I'-0" of
<br />the -building side wal .
<br />4. FBG R704- To provide for inspection for termite infestation, between wall covering and final earth
<br />Poo shall not be less than 6 inches. Exception: Paint or decorative cementitiou5 finish less than
<br />5/boll thick adhered directly to the foundation wall.
<br />5. R320.1.1 If soil treatment is used for subterranean termite prevention, the initial chemical soil
<br />treatment inside the foundation perimeter shall be done after all excavation, backfilling and
<br />compaction 15 complete.
<br />6. R320.1.2 If soil treatment is used for subterranean termite prevention, soil area disturbed after
<br />initial chemical soil treatment shall be retreated with a chemical soil treatment, including spaces
<br />boxed or formed.
<br />7. R320.1.3 If soil treatment Is used for subterranean termite prevention, Space In concrete floors
<br />boxed out or formed for the subsequent installation of plumbing traps, drains or any other purpose
<br />shall be created by using plastic or metal permanent)q ploced'forms of sufficient depth to eliminate
<br />any planned soil disturbance after initial chemical Boll -treatment.
<br />8. R320.1.4 If soil treatment i5 used for subterranean termite prevention, chemically treated soil shall
<br />be protected with a minimum 6 mil vapor retarder to protect against rainfall dilution. If rainfall
<br />occurs before vapor retarder placement, retreatment is required. Any work, including placement of
<br />reinforcing steel, done after chemical treatment until the concrete floor is poured, shall be done in
<br />such manner a5 to avoid penetrating or disturbing treated soil.
<br />q. R320.1.5 If soil treatment is used for subterranean termite prevention, concrete overpour or mortar
<br />accumulated along the exterior foundation perimeter shall be removed prior to exterior chemical soil
<br />treatment, to enhance vertical penetration of the chemicals.
<br />10. R320.1.6 If soil treatment is used for subterranean termite prevention, chemical soil treatments shall
<br />also be applied under all exterior concrete or gqrade within I foot (305 mm) of the primary structure
<br />sidewalk. Also, a vertical chemical barrier sholllse applied promptly after construction is completed,
<br />inc ludinq initial Iand5copin and irrigation/sprinkler installation. Any Soil disturbed after the chemical
<br />vertical barrier is applied shall be promptly retreated.
<br />11. R320.1.7 If a registered termiticide formulated and registered as a bait system is used for
<br />subterranean termite prevention, 5ectlon5 R320.I.Ithrough R310.1.6 do not apply; however, a signed
<br />contract assuring the Installation, maintenance and monitoring of the bolting system for a minimum of 5
<br />nears from the Issue of the Gertlficate of Occupancy shall be provided to the building official prior
<br />Eo the pouring of the slab, and the system must be installed prior to final building approval.
<br />12. FBG IR320.1 - All buildings are required to have pre -construction treatment.
<br />15. R320.1 Termite Protection. Termite protection shall be provided by registered termiticide5, includingq
<br />soil applied pesticides, boitinqq 5y5tem5 and pesticides applied to wood, or other approved methods
<br />of termite protection lobeled"for use o5 a preventative treatment to new construction. See Section
<br />202, Registered termiticide. Upon completion of the application of the termite protective treatment,
<br />a Certificate of Compliance shall be issued to the building department by the licensed pest control
<br />company that contains the following statement: "The building has received a complete treatment for
<br />the prevention of subterranean termites. Treatment is in accordance with rules and laws established
<br />by the Florida Department of Agriculture and Gonsumer Services."
<br />14. R320.2 Penetration. Protective sleeves around piping penetrating concrete slab -on -grade floors
<br />shall not be of cellulose -containing materials. If soil treatment is used for subterranean termite
<br />protection, the sleeve shall have a maximum wall thickness of 0.010 inch, and be sealed within the
<br />g slab usina non -corrosive clamping device to eliminotethe annular space between the pipe and the
<br />sleeve. go termicides shall be applied inside the sleeve.
<br />15. R320.3 Gleaning. Cells and cavities in masonry units and air gaps between brick, stone or masonry
<br />veneers and the structure shall be cleaned of all nonpreservotive treated or nonnaturally durable
<br />wood, or other cellulose -containing material prior to concrete placement.
<br />4. 8 .3. 501L 15 TO BE COMPACTED TO G1590 MODIFIED PROCTOR AS DEFINED BY
<br />A5TM D 1557-00
<br />NOTE:
<br />IT 15 THE GONTRAGTORS RESPONSIBILITY TO REVIEW ALL DRAW I NC S
<br />BEFORE GONSTRUGTION BEGINS. DANSGO ENOINEERINO LLG IS
<br />RESPONSIBLE FOR THE STRUGTUiRAL I NTEOR I TY OF THIS PROJEGT
<br />ONLY. ANY D I SGREPANGY BETWEEN FIELD CONDITIONS, OTHER
<br />DES I ON PROFESS I ONALS' SHOP DRAW I NOS, GONTRAGTORS' BU I LD I NO
<br />METHODS, AND THESE S I ONED AND SEALED DRAW I NOS MUST BE
<br />BROUGHT TO THE ATTENTION OF DANSGO ENOINEERINO LLG PRIOR
<br />TO THE GOMMENGEMENT OF GONSTRUGTION.
<br />ATTENTION: GHEM I GAL GHANOES IN PRESSURE TREATED WOODS
<br />AS OF DEGEMBER 31ST, 2003, GHROMATED GOPPER ARSENATE (CCA-C)
<br />HILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER
<br />USE. SEVERAL NEW PRESSURE TREATED HOOD ALTERNATIVES HAVE BEEN
<br />CREATED TO REPLACE CGA-C. MANY OF THE NEW PRESSURE TREATED
<br />HOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT 15 THE
<br />GONTRAGTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF HOOD TREATMENT
<br />AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION.
<br />FOR EXAMPLE, AGO-C, AGO-D, CBA-A, OR GA-B REQUIRE HOT -DIPPED
<br />OALVAN I ZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX)
<br />DOES NOT.
<br />REGU I RED SAFETY OLAZINO IN HAZARDOUS LOCATIONS
<br />(RE: FRG R308.4)
<br />R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INGLUDING GLASS MIRRORS IN HAZARDOUS
<br />LOCATIONS SUCH AS THOSE INDIGATED AS DEFINED IN SECTION R308.4 SHALL PA55 THE TEST REQUIREMENTS
<br />OF GPSG 16 GFR, PART 1201 CRITERIA FOR GATEOORY I OR GATEGOIRY II AS INDIGATED IN TABLE IR305.3
<br />EXCEPTIONS:
<br />I. POLISHED WIRED 6LA55 FOR USE IN FIRE DOORS AND OTHER FIRE RE51STANT LOCATIONS SHALL
<br />COMPANY WITH AN51 Zg7.1
<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
<br />GLAZING.
<br />GLAZING IN SWINGING DOORS EXCEPT JALOUSIES
<br />2. GLAZING IN FIXED AND 5LIDIN& PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING
<br />AND BIFOLD CLOSET DOOR ASSEMBLIES.
<br />3. GLAZING IN STORM DOORS.
<br />4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
<br />5. GLAZING IN DOORS AND ENCLO5URE5 FOR HOT TU55, HHIRLPOOL5, SAUNAS, STEAM ROOMS,
<br />BATHTUBS, AND SHOWER5. OLAZINO IN ANY PART OF A BUILDING WALL ENGLOSINO THESE
<br />COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60 INCHES
<br />(1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING 5URFAGE.
<br />6. OLAZINO, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE
<br />NEAREST VERTICAL EDGE 15 WITHIN A 24-INCH(610MM) ARC, OF THE DOOR IN A CLOSED POSITION
<br />AND HH05E BOTTOM EDGE 15 LE55 THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING
<br />5URFAGE.
<br />7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN TH05E LOCATIONS
<br />DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
<br />7.1 EXF05ED AREA OF AN INDIVIDUAL PANE GREATER THAN q SOUARE FEET (0.05b M2).
<br />7.2 BOTTOM EDOE LE55 THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
<br />7.3 TOP EDGE GREATER THAN 36 INCHES (c114 MM) ABOVE THE FLOOR.
<br />7-4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES 014 MM) HORIZONTALLY OF THE
<br />GLAZING.
<br />b. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING 5URFAGE.
<br />INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
<br />q. GLAZING IN WALLS AND FENCES ENGLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUB5
<br />AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LE55 THAN 60 INCHES (1524 MM) ABOVE A
<br />WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE HATER'S EDGE. THIS
<br />SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING.
<br />10. OLAZINO ADJACENT TO 5TAIRHAI'S, LANDINGS, AND RAMPS WITHIN 36 INCHES 014 MM)
<br />HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED 5URFAGE OF THE GLA55 15 LE55 THAN
<br />60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING 5URFAGE.
<br />IL GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INGHE5 (1524 MM) HORIZONTALLY OF THE BOTTOM
<br />TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE CLASS 15 LE55
<br />THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD.
<br />EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS
<br />LOCATIONS:
<br />I. OPENINGS IN DOORS THROUGH WHICH A 3-INCH06 MM) SPHERE 15 UNABLE TO PASS.
<br />2. DECORATIVE GLASS IN ITEMS 1, 6 OR -7.
<br />3. GLAZING IN SECTION IR300.4, ITEM 6, HHEN THERE 15 AN INTERVENING WALL OR OTHER PERMANENT
<br />BARRIER BETWEEN THE DOOR AND THE GLAZING.
<br />4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A
<br />CLOSED POSITION OR HHERE AGGE55 THROUGH THE DOOR 15 TO A CLOSET OR STORAGE AREA 3
<br />FEET (114 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH
<br />5EGTION R30,5.4, ITEM 7.
<br />5. OLAZING IN SECTION R308.4, ITEMS 7 AND 10, HHEN A PROTECTIVE BAR 15 INSTALLED ON THESE
<br />AGGESSIBLE 51DE(5) OF THE &LAZING 36 INGHE5 ± 2 INGHE5 014 ± MM 51 MM) ABOVE THE FLOOR.
<br />THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR
<br />FOOT KO/M) WITHOUT GONTAGTING THE GLA55 AND BE A MINIMUM OF I Y2 INCHES (50 MM) IN
<br />HEIGHT.
<br />6. OUTBOARD PANES IN INSULATINO GLA55 UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION
<br />R30bo.4, ITEM 7, HHEN THE BOTTOM EDGE OF THE GLASS 15 25 FEET (7620 MM) OR MORE ABOVE
<br />GRADE, A ROOF, HALKING SURFAGE5, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.7q FAD) OF
<br />HORIZONTAL] 5URFAGE ADJACENT TO THE &LASS EXTERIOR.
<br />7. LOUVERED WINDOWS AND JALOUSIES GOMPLYING WITH THE REQUIREMENTS OF SECTION
<br />fR308.2.
<br />8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A 5URFAGE THAT PROVIDES A
<br />CONTINUOUS BAGKIN& SUPPORT.
<br />q. SAFETY GLAZING IN SECTION R3O8.4, ITEMS 10 AND 11 15 NOT REQUIRED HHERE:
<br />q.I THE 51DE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INGLUDING
<br />BALUSTERS OR IN -FILL PANELS, GOMPLYING WITH THE PREVISIONS OF SECTION 1012 AND
<br />1607.7 OF THE FLORIDA BUILDINO CODE, BUILDING; AND
<br />01.2 THE PLANE OF THE GLA55 15 GREATER THEN 15 INCHES (457 MM) FROM THE RAILING.
<br />GLASS BLOCK INSTALLATION PERFOi21 W IN ACCORDANCE WITH FRC / FBC
<br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR
<br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
<br />EXTENDS TO SILL.
<br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />D) SET LOWER COURSE OF BLOCK MAINTAIN A UNIFORM JOINT WIDTH OF 3/8' PLUS OR MINUS
<br />1/8'. ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. AL. MORTAR SHALL BE
<br />TYPE 'S' OR V. STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<br />COURSES TO PREVENT THE MORTAR FROM BEING 'SQUEEZED' OUT.
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />REINFORCING AS FOLLOWS:
<br />• PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />PRESS PANEL REINFORCING INTO PLACE.
<br />• COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />SMOOTH. DO NO FURROW.
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />REMAIN FREE OF MORTAR
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF: THE
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
<br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
<br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR)
<br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING
<br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
<br />FOR WIND SPEEDS UP TO 110 MPH•, PER PITTSBURG CORNING% RECOMMENDATIONS FOR
<br />INSTALLATION OF GLASS BLOCK
<br />20 ga. PANEL
<br />ANCHOR -\
<br />S ga. PANEL
<br />REINFORCING
<br />(EVERT'
<br />OTHER
<br />COURSE)
<br />ro' MIN. LAP
<br />SPLICE
<br />GLASS BLOCK DETAIL
<br />EXPANSION STRIP
<br />1/4' EXPANSION
<br />BOLT (2 PER
<br />ANCHOR)
<br />EXPANSION STRIP
<br />V MIN. LAP SPLICE
<br />UJ/ REINFORCING
<br />PANEL
<br />NOTE:
<br />SEE CLASS BLOCK
<br />INSTALLATION NOTES.
<br />F(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FRC TABLE R3012.13)
<br />i(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FBC TABLE 1606.I1o.0
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