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STRUGTURAL NOTES
<br />SPEGIFIGATIONS
<br />I. I. GONSTRUGTION
<br />1. 1, 1. AGI 310-02 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
<br />I. I. 2. AGI 530/A5GE 5/TM5 402-qg d AGI 530, I/A56E 6/TM5 602-qcl
<br />SPECIFICATIONS FOR MASONRY STRUCTURES.
<br />I. 1. 3. A5TM G270-q2, G476-01, AND GqO-qO SPECIFICATIONS FOR MASONRY STRUCTURES
<br />I. I. 4. NATIONAL DESIGN SPECIFICATIONS (ND5) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL
<br />ACCOMPANYING SUPPLEMENTS.
<br />FLORIDA BUILDING CODE (FBG), 2001 EDITION
<br />I. I. 6. "MANUAL OF STEEL GONSTRUCTION, ALLOWABLE 5TRE55 DESIGN", BY THE AMERICAN
<br />INSTITUTE OF STEEL CONSTRUCTION, (A15C) cTTH EDITION.
<br />I. I. 7. °DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
<br />TRU55 PLATE INSTITUTE (TPI) Igg5 EDITION.
<br />DES I ON :
<br />I. 2. I. AGI 315-02 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
<br />I. 2. 2. AGI 530/A5GE 5/TMS 402-qq r£ AGI 530, I/A5GE 6/TM5 602-qq
<br />SPECIFICATIONS FOR MASONRY STRUCTURES.
<br />I. 2. 3. ASTM G270-q2, G476-41, AND GqO-q0 SPECIFICATIONS FOR MASONRY STRUCTURES
<br />I. 2. 4. NATIONAL DESIGN SPECIFICATIONS (NIPS) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL
<br />A6GOMPANYIN6 SUPPLEMENTS.
<br />I. 2. 5. PLYWOOD DE516N SPECIFICATIONS (APA)
<br />1. 2. 6. FLORIDA BUILDING CODE (FBG), 2001 EDITION
<br />SHOP
<br />DRAW I NC 5 :
<br />THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
<br />DURING THE PREPARATION OF SHOP DRAWIN65 WITHOUT WRITTEN APPROVAL FROM
<br />THE ENGINEER 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 CONSTRUCTION.
<br />I. 3. 3.
<br />ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
<br />FLA. REG. PE. AND SHALL INCLUDE : DRAWINGS AND CALCULATIONS, REACTIONS AND
<br />BEARING POINTS, BRAGING REQUIREMENTS, AND CONNECTIONS TO
<br />SUPPORTING TRUSS MEMBERS.
<br />2. DESIGN LOADS
<br />2. ! . DEAD
<br />LOADS
<br />2. 1. I.
<br />UNIT WEIGHT OF SOIL, COMPACTED : 120 PGF
<br />2. 1. 2.
<br />UNIT WEIGHT OF REINFORCED CONCRETE 150 PGF
<br />2. 1. 3.
<br />UNIT WEIGHT OF 0" G.M.U. BLOCK : 40 P517
<br />2. 1. 4.
<br />15T FLOOR 5UPERIMP05ED LOAD 20 P5F
<br />2. 1. 5.
<br />UNIT WEIGHT OF 2x4 PARTITION HALLS: II PSF
<br />2. I. 6.
<br />UNIT WEIGHT OF 2x6 BEARING WALLS : 12 PSF
<br />2. 1. 7.
<br />BALCONIES $ DECKS : 15 PSF
<br />2. 1. 0.
<br />TILE ROOF
<br />TOP CHORD 15 PSF
<br />BOTTOM CHORD 10 P5F
<br />2. I. q.
<br />SHINGLE ROOF
<br />TOP CHORD 7 P5F
<br />BOTTOM CHORD : 10 PSF
<br />2. I. 10.
<br />FLOOR TRUSSES 15
<br />2. 2, LIVE LOADS :
<br />2. 2. I.
<br />SIDEWALK AND DRIVEWAY LOAD:
<br />200 P5F
<br />2. 2. 2.
<br />GARAGE LOADS:
<br />50 P5F
<br />2.2.3.
<br />CORRIDORS AND BATHROOMS
<br />00 P5F
<br />2.2.4.
<br />PARTITIONED ROOMS:
<br />40 P5F
<br />2. 2. 5.
<br />BALCONY AND DECKS :
<br />40 P5F
<br />2. 2. 6.
<br />STAIRWAYS AND LANDINGS :
<br />40 P5F
<br />2. 2. 7.
<br />ROOF:
<br />20 PSF
<br />2. 2. 5.
<br />FLOOR TRUSS
<br />TOP CHORD MINIMUM :
<br />40 P5F
<br />2. 2. q.
<br />ROOF TRUSS
<br />TOP CHORD MINIMUM
<br />20 PSF
<br />2. 3. RAILINO LOADS :
<br />2. 3. I. ALL RAILING AND GUARD RAIL 5YSTEM'5 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. ALL RAILING AND GUARD RAIL 5Y5TEM'5 ARE TO BE DE516NEP 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 />2.5.5. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
<br />HORIZONTAL LOAD APPLIED ON 150. FT. AT ANY POINT IN THE SYSTEM.
<br />2. 3. 4. 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. WIND LOADS :
<br />2. 4. I. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. 1606 OF THE
<br />FBG, 2001 EDITION, AND CONDUCTED BASED ON A 120 MPH, 3 SECOND GUST,
<br />EXPOSURE "B", IMPORTANCE FACTOR "I" = I.O. ENCLOSED BUILDING.
<br />2. 4. 2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 P5F TILE
<br />2. 5• DEFLECTIONS :
<br />2.6. I. 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 />STRUGTURAL NOTES
<br />5. DESIGN METHOD
<br />3. 1. LOAD FACTOR DE51ON
<br />3. I. I. THE LOAD FACTOR DESIGN METHOD WA5 USED TO DE516N :
<br />GA5T-IN-PLACE CONCRETE SLABS AND FOOTINGS
<br />3. 2. SERVICE LOAD DES I ON :
<br />3. 2. I. THE SERVICE LOAD DESIGN METHOD HAS USED TO DESIGN
<br />MASONRY WALL5 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 GOMBINATIONS FOR LFRD DESIGNS
<br />3. 3. I. 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 RE515T 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 A55UMPTIONS :
<br />3. 4. I. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLE55
<br />5HOWN OTHERWISE IN THE DESIGN PLANS.
<br />4. MATERIALS
<br />4.1. RE I NFORG I NC-C STEEL :
<br />4. I. I.
<br />REINFORCING STEEL SHALL BE A5TM A615-cI4 GRADE 40, f'y = 40 K5I
<br />4. 1. 2.
<br />LAP SPLICE SHALL BE AS FOLLOW5: #5 BAR 25", #4 BAR 20", #3 BAR 15".
<br />4. I. 3.
<br />ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
<br />GENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION 15 5HBWN TO THE
<br />FACE OF THE CONCRETE.
<br />4. I. 4.
<br />REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
<br />4. I. 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. I. 6.
<br />DE51ON COVER REQUIREMENTS
<br />G-I-P CONCRETE FORMED AGAINST EARTH 3"
<br />6-1-P CONCRETE EXPOSED TO EXTERIOR: 2"
<br />G-I-P CONCRETE NOT EXP05ED : 1 1/2"
<br />GROUT FILLED MASONRY : 3/4"
<br />PRE 5TRF55ED CONCRETE LINTELS (ADD. REBAR IN) 1 1/2"
<br />PRE GAST GROUT FILLED LINTELS (ADD. REBAR IN) 1 1/2"
<br />4. 1. 7.
<br />WELDED WIRE FABRIC (WWF): ASTM AI05-clOa.
<br />4. I. 5.
<br />DETAIL REINFORCEMENT IN AGGORDANGE WITH AGI 315-LATE5T EDITION.
<br />4. 2. CONCRETE
<br />4. 2. I.
<br />CONCRETE TYPE
<br />MIN. 20 DAY
<br />DESIGN (f'c)
<br />MODULES OF
<br />ELASTICITY
<br />DE51ON (E)
<br />G-I-P CONCRETE (NORMAL WEIGHT)
<br />2,500 P51
<br />2,b50 Ksi
<br />G-I-P GROUT
<br />2,500 Psi
<br />2,050 Ks[
<br />PRE GAST CONCRETE LINTELS
<br />3,000 P51
<br />3,122 Ksl
<br />PRE 5TRE55ED CONCRETE LINTELS
<br />5,000 P5I
<br />4,030 K51
<br />4.2.2. CONCRETE SHALL CONSIST OF I" 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 GON515T OF PEA ROCK (3/5" MAXIMUM AGGREGATE) CONCRETE MIX
<br />WITH SLUMP BETWEEN 0" 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 GURING SHALL BE GONDUCTED IN
<br />ACCORDANCE WITH THE 5PECIFIGATION5 A5 STATED.
<br />4. 2. 6. EARTH SUPPORTED 5LAB5 (EXGLUDING EXTERIOR WALKWAYS 4 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 MAY BE USED I.L.O. WWF ® GONTRAGTOR5 DISCRETION.
<br />4.2.1. CONCRETE PLACEMENT PRACTICES `✓HALL BE IN ACCORDANCE W/ ALL
<br />AGI- MCP Iggq STANDARDS.
<br />4. 3. CONCRETE MA50NRY :
<br />4. 3. I. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED ® 5'-0" O.G. MAX, ® BOTH 51DE5
<br />OF OPENINGS 6'-0" WIDE OR MORE, @ THE HIGH SIDE OF ALL MASONRY WALL
<br />STEPS, a ® ALL CHANGES IN DIRECTION OF THE MA50NRY WALLS.
<br />4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE A51-M G90-CIO, TYPE II
<br />NON -MOISTURE CONTROLLED.
<br />4. 3. 3. ALL CELLS 4 CAVITIES BELOW GRADE WILL BE FILLED W/ GONGRETE IN ALL
<br />STEM WALLS.
<br />4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 P51
<br />MINIMUM.
<br />4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND GON5TTRUCTION SHALL BE
<br />CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
<br />4.3.6. MORTAR SHALL BE TYPE "5" FOR ALL MASONRY CONSTRUCTION.
<br />4. 3. 7. LINTELS SUPPLIED BY APPROVED MANUFACTURER:
<br />1) FEGP/GAST-GRETE CORPORATION
<br />2) POWER GONGRETE
<br />3) ALLIED PRECAST
<br />4) LOTT
<br />5) MARION MASONRY
<br />6) WIEKKA
<br />STRUGTURAL NOTES
<br />4.4. STRUCTURAL LUMBER :
<br />4. 4. I.1. INTERIOR LOAD BEARING WALLS S.P.F., fb = 675 P51, E = 1200 K51
<br />ALL EXTERIOR FRAMING S.P.F., fb = 675 PSI, E = 1200 K51
<br />ALL FRAME WALLS TO BE CONSTRUCTED USING S.P.F. ,
<br />STUD QUALITY OR BETTER
<br />4. 4. 2. ALL PLYWOOD USED FOR EXTERIOR APPLICATION5
<br />SHALL BE APA RATED SHEATHING EXP I U.N.O.
<br />4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
<br />SHEAR WALLS SHALL BE APA RATED 5HEATHING EXP I U.N.O.
<br />4.4.4. IF 05B BOARD 15 TO BE USED IN PLACE OF PLYWOOD IS TO HAVE 51MILAR OR
<br />GREATER SECTION PROPERTIES.
<br />4. 4. 5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
<br />GONTAGT WITH CONCRETE 15 TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
<br />4.4.6. WHEN PRE ENGINEERED TRUSSES ARE GALLED FOR ON THE PLANS THE
<br />MANUFACTURER 15 TO SUBMIT SHOP DRAWIN65 TO THE ENGINEER OF RECORD.
<br />4. 4. 7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACGORDANCE WITH THE "DESIGN
<br />5PECIF16ATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
<br />AN51/TPI I-Igg5, HIB-ql AND 05T-00.
<br />4. 4, 0, UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH GONGRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
<br />4. 4. q. ALL EXTERIOR FRAME WALL5 SHALL HAVE 7/8" 5T000O FIN15H PER A5TM G. g26.
<br />APPLY 3 LAYERS W/ THICKNESS OF 7/0" OVER METAL LATH. FIRST 2 LAYERS 3/0" THICK.
<br />EACH, AND 3RD LAYER 1/0" THICK.
<br />4.5. FASTENERS AND TIE DOWNS :
<br />4. 5. I.
<br />FASTENERS AND TIE DOWN5 SHALL GONSI5T OF BUT ARE NOT LIMITED TO
<br />SHAPES, ANGLES, CHANNELS: A5TM A36-36M q4 Fy = 36 Ksi
<br />ROUND METAL PIPE : A5TM A53-14, GRADE B Fy = 35 Ksi
<br />SQUARE METAL TUBING : A5TM A500-cK GRADE B Fy = 4ro"I
<br />HIGH STRENGTH BOLTS : ASTM A325-q4
<br />MACHINE BOLTS : GALVANIZED ASTM A307-q4
<br />4. 5. 2.
<br />SHEET METAL ACCESSORIES SHALL CONFORM TO : Fyy = 33K51WITH bg0
<br />GALVANIZED COATING IN ACCORDANCE WITH A5TM A525-07.
<br />4. 5. 3.
<br />NAILS SHALL CONSIST OF : COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
<br />FOLLOWS: Bd = 0.113% IOd = 0.128", 12d = 0.125", I6d = 0.135".
<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-GORRO51VE COATING BY MANUFACTURER
<br />PRIOR TO INSTALLATION.
<br />4. 5. 5.
<br />ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY GALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />4. 5. 6.
<br />ALL FASTENER TIE DOWN5, BEAM HANGERS, J015T HANGERS, AND FLOOR TRU55
<br />STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
<br />5PEGIFIGATIONS.
<br />4. 5. 7.
<br />CONCRETE EMBEDDED 'JBOLT5 USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
<br />INITIAL SET OF THE CONCRETE, SPACING AND AL16NMENT ARE TO BE IN ACCORDANCE
<br />WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
<br />4.5.5.
<br />CONCRETE EMBEDDED TIE DOWNS USED FOR TRU55 AND WALL UPLIFT ARE TO BE
<br />PLACED AROUND EMBEDDED REINFORCING PRIOR TO PLACING GROUT.
<br />4. 6. MICRO
<br />-LAM LUMBER:
<br />4. 6. I.
<br />MICRO -LAM STRESS GRADE5 SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
<br />E = 2,000,000 P51
<br />Fb = 2,950 PSI
<br />Ft = 1050 P51
<br />Fc = 500 P51 (PERPENDICULAR)
<br />Fc = 2,700 (PARALLEL)
<br />Fv = 205 P51
<br />4.7. STEEL:
<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 STRUCTURAL STEEL IN ACCORDANCE WITH A.I.5.G.
<br />"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
<br />STEEL FOR BUILDINGS".
<br />4. 7. 3. STRUCTURAL STEEL: ASTM A36-361-1 q4.
<br />4. 7. 4. STEEL TUBING: A5TM A500-q4, GRADE B.
<br />4.1.5. WELDED CONNECTIONS: E10XX ELECTRODES, MINIMUM 51ZE FILLET WELDS 3/16", AW5
<br />CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
<br />4. 7. 6. 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. THE STEEL FRAME 15 "NON -SELF SUPPORTING% ADEQUATE TEMPORARY SUPPORT
<br />SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
<br />ELEMENTS ARE IN PLACE.
<br />STRUGTURAL NOTES
<br />4. 8. 501L:
<br />4. 8. I. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF.
<br />4. b. 2. ALL SOIL 15 TO BE GLEAN d POISONED FOR TERMITES PER FBG 2001 SECTIONS
<br />104.2b, 104.23, 1403.1.6, 1503.4.4, 1016, IG16.-1.5, 2303.1.4, d 2304.
<br />TERMITE PROTECTION -
<br />PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT
<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 />IF CHEMICAL 501 L TERMITE TREATMENT 15 USED
<br />1. FBG 104.2.6 - "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. FBG 1505.4.4 - Condensate and roof downspouts shall discharge at least
<br />1'-0" away from the building side walls.
<br />3. FBG 1505.4.4 - Irrigotlon/sprinkler 5 stems Including all risers and
<br />spray heads shall not be Installed within 1'-0" of the building side wall.
<br />4. FBG 1403.1.E - 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 cementitlou5 finish less than 5/0"
<br />thick adhered directly to the foundation wall.
<br />5. FBG 1016.1.1 -- Initial treatment shall be done after all excavation
<br />and backfill is complete.
<br />6. FBG 016.1.2 - Soil disturbed after the initial treatment shall be retreated
<br />including spaces boxed or formed.
<br />7. FBG 1016.1.3 - Boxed areas in concrete floors for subsequent installation of traps,
<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 />b. FBG 1016.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
<br />rainfall dilution. If rainfall occurs before vapor retarder placement,
<br />retreatment 15 required.
<br />g. FBG 1016.1.5 - Concrete overpour and mortar along the foundation perimeter
<br />must be removed before exterior soil treatment.
<br />10. FBG 1816.1.6 - Soil treatment must be applied under all exterior concrete
<br />or grade within 1'-0" of the structure 51dewa115.
<br />11. FBG 1516.1.E - 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. FBG 1016.1.7 - All buildings are required to have pre -construction treatment.
<br />13. FBG I016.1.7 - A certificate of compliance must be issued to the building department
<br />byyLa licensed pest control company before a certificate of occupancy will be Issued.
<br />certificate of compliance shall state: "The building has received a complete
<br />treatment for the prevention of subterranean termites. The treatment 15 in
<br />accordance with the rules and laws of the Florida Department of Agriculture
<br />and Consumer Services".
<br />14. FBG 2305.1.5 - After all work Is completed, loose wood and fill must be removed
<br />from below and within I'-0" of the building. This includes all grade stakes,
<br />tub trap boxes, forms, shoring or other cellulose containing material.
<br />15. FBG 2305.1.4 - No wood, vegetation, stumps, cardboard, trash, etc.,
<br />shall be buried within 15'-0" of any building or proposed building.
<br />4. 5. 3. SOIL 15 TO BE GOMPACTED TO q5% MODIFIED PROCTOR AS DEFINED BY
<br />A5TM D 1557-ql
<br />ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
<br />AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C)
<br />WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
<br />CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES
<br />HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE
<br />TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT 15
<br />THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD
<br />TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST
<br />CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-5 REQUIRE
<br />HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM
<br />BORATE (SBX) DOES NOT.
<br />A1RE\ASED 08-15-03
<br />AoCREATED 01-02-02
<br />120 MPH
<br />3 SEC. GUST
<br />❑ SAMUEL A. GREENBERG, P.E. *34245
<br />❑ THUY W. HUYNH, P.E. i11ro0122
<br />❑ IRWIN J. BENSON, P.E. o49158
<br />DAL ABBAS HAKIM, P.E. *56186
<br />TO THE BEST OF THE ET SHMR'S KNOUL.EDGE AND BELIEF, TW
<br />STRUCTIRAL PLANS AND SPECIFICATIONS COMPLY WITH THE
<br />FLORIDA BUILDING CODE, SECTION 160E FOR 120 MPH 3 SECOND
<br />GUST, EXPOSURE W WIND ZONE (2001 EDITION).
<br />THIS DRAWING AND DESIGN 16 VALID FOR 12 MONTHS AFTER THE
<br />DATE IT 18 SIGNED AND SEALED.
<br />SKIED AND SEALED FOR THE STRUCTURAL PORTION OF THIS
<br />DRAWNG ONLY.
<br />T- - - - - - -- - --- -- ' -- -- - -
<br />7i %(' ,.:1• F r.Y Lw� b;:
<br />a
<br />• r . -r �,T-r---�. '.� _�-•T': r'_---__- �.
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