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STRUGTURAL MOTES
<br />I. SPEG I F I GATI ONS
<br />I. I. GONSTRUGTION
<br />I. I. I. AGI 318-02 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
<br />I. I. 2. AGI 530/A5GE 5/TM5 402-qq ff AGI 550, I/A5GE 6/TM5 ro02-qq
<br />SPE6IFIGATION5 FOR MASONRY STRUCTURES.
<br />I. 1. 3. A5TM G2-10-c12, G4-76-q1, AND G90-QO SPECIFICATIONS FOR MASONRY STRUCTURES
<br />1. I. 4. NATIONAL DESIGN SPECIFICATIONS (ND5) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL
<br />r AGCOMPANYING SUPPLEMENTS.
<br />1. I. 5. FLORIDA BUILDING CODE (FBG), 2001 EDITION
<br />1. 1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN
<br />INSTITUTE OF STEEL CONSTRUCTION, (AISG) CITH EDITION.
<br />I. I. 7. "DE516N SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
<br />TRU55 PLATE INSTITUTE (TPU Igg5 EDITION.
<br />1. 2 . DES I ON :
<br />I. 2. I. AGI 318-02 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
<br />I. 2. 2. AGI 530/A5GE 5/TM5 402-qq t AGI 550, I/A5GE 6/TM5 602-qq
<br />SPECIFICATIONS FOR MASONRY STRUCTURES.
<br />I. 2. 3. ASTM G270-q2, G476-q1, AND G110-qO SPECIFICATIONS FOR MASONRY STRUCTURES
<br />1. 2. 4. NATIONAL DESIGN SPECIFICATIONS (ND5) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL
<br />ACCOMPANYING SUPPLEMENTS.
<br />I. 2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA)
<br />I. 2. 6. FLORIDA BUILDING CODE (FBG), 2001 EDITION
<br />I. 3. SHOP
<br />DRANINOS :
<br />I. 3. I.
<br />THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
<br />DURING THE PREPARATION OF SHOP DRAWINGS
<br />WITHOUT WRITTEN APPROVAL FROM
<br />THE ENGINEER OF RECORD.
<br />I. 3. 2.
<br />ALL SHOP DRANIN65 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 DRAHIN05
<br />ARE TO BE SIGNED AND SEALED BY A
<br />FLA. RE6. PE. AND SHALL INCLUDE : DRAWINGS AND CALCULATIONS, REACTIONS AND
<br />BEARING POINTS, BRACING REOUIREMENT5, AND CONNECTIONS TO
<br />SUPPORTING TRU55 MEMBERS.
<br />2. DES I C-7N LOADS
<br />2.1. DEAD
<br />LOADS
<br />2. i. I.
<br />UNIT HEIGHT OF SOIL, COMPAGTED :
<br />120 PGF
<br />2. 1. 2.
<br />UNIT I^EIGHT OF REINFORCED CONCRETE
<br />150 PGF
<br />2. 1. 3.
<br />UNIT HEIGHT OF 8" G.M.U. BLOCK :
<br />40 PSF
<br />2. 1. 4.
<br />IST FLOOR SUPERIMPOSED LOAD
<br />20 P5F
<br />2. 1. 5.
<br />UNIT HEIGHT OF 2x4 PARTITION HALLS :
<br />II PSF
<br />2. I. 6.
<br />UNIT HEIGHT OF 2x6 BEARING HALLS :
<br />12 PSF
<br />2. 1. 7.
<br />BALCONIES 8 PECKS:
<br />15 PSF
<br />2. 1. 8.
<br />TILE ROOF
<br />TOP CHORD
<br />15 PSF
<br />BOTTOM GHORD
<br />10 PSF
<br />2. I. q.
<br />SHINGLE ROOF
<br />TOP CHORD
<br />7 PSF
<br />BOTTOM CHORD
<br />10 P5F
<br />2. I. 10.
<br />FLOOR TRUSSES
<br />15
<br />2.2. LIVE LOADS :
<br />2. 2. 1.
<br />SIDEHALK AND DRIVEWAY LOAD
<br />200 P5F
<br />2.2.2.
<br />GARAGE LOADS:
<br />50 P5F
<br />2.2.5.
<br />CORRIDORS AND BATHROOMS:
<br />80 P5F
<br />2.2.4.
<br />PARTITIONED ROOMS:
<br />40 P5F
<br />2.2.5.
<br />BALCONY AND DECKS :
<br />40 PSF
<br />2. 2. 6.
<br />STAIRHAYS AND LANDING-5:
<br />40 P5F
<br />2.2.7.
<br />ROOF:
<br />20 PSF
<br />2. 2. 8.
<br />FLOOR TRU55
<br />TOP CHORD MINIMUM:
<br />40 P5F
<br />2. 2. q.
<br />ROOF TRUSS
<br />TOP CHORD MINIMUM:
<br />20 PSF
<br />i
<br />F.
<br />a
<br />a
<br />2. 3. RAILING LOADS :
<br />2. 3. I.
<br />ALL RAILING AND GUARD RAIL 5Y5TEM'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 5Y5TEM'S ARE TO BE DESIGNED TO NITH5TAND A
<br />HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
<br />OF 100 PLF APPLIED VERTICALLY DONNHARD AT THE TOP OF THE GUARDRAIL
<br />2.5.3.
<br />GUARDRAIL SYSTEM SHALL BE DESIGNED TO HIT145TAND 200lb CONCENTRATED
<br />HORIZONTAL LOAD APPLIED ON 1 50. FT. AT ANY POINT IN THE 5Y5TEM.
<br />2.3.4.
<br />2.3.1., 2.5.2 4 2.53. 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
<br />LOADS :
<br />2. 4. I. NINO DE51ON TO BE GONDUCTED IN ACCORDANCE HITH SECT. 1606 OF THE
<br />FBG, 2001 EDITION, AND CONDUCTED BASED ON A 120 MPH, 3 SECOND 67U5T,
<br />EXPOSURE "B", IMPORTANCE FACTOR "I" = I.O. ENCLOSED BUILDING.
<br />2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE
<br />2.5. DEFLEGTIONS
<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 />DESIGN METHOD
<br />3 I LOPED FACTOR DESIGN
<br />3. I. I. THE LOAD FACTOR DE51GN METHOD WAS USED TO PE516N
<br />GA5T-IN-PLACE CONCRETE SLABS AND FOOTINGS
<br />5. 2. SERV I GE LOAD DES ON
<br />3. 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. S. LOPED COMBINATIONS FOR LFRO DESIGNS
<br />THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
<br />TOTAL OL + FLOOR LL + ROOF LL
<br />TOTAL DL + FLOOR LL + HL
<br />TOTAL DL + WL
<br />5.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RE515T THE WORST LOAD
<br />GOM13INATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
<br />BOTH PARTIAL, FULL; AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
<br />3. 4. DESON ASSUMPTIONS :
<br />3. 4. I. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALL5 UNLESS
<br />5HOHN OTHERWI5E IN THE DESIGN PLANS.
<br />4. MATERIALS
<br />4.1. RE I NFORG I NO STEEL :
<br />4. I. I.
<br />REINFORGIN6 STEEL SHALL BE A5TM A615-q4 GRADE 40, f'y = 40 Ksl
<br />4. I. 2.
<br />LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15".
<br />4. I. 3.
<br />ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORGING ARE TO THE
<br />GENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION 15 5HOHN TO THE
<br />FACE OF THE CONCRETE.
<br />4. I. 4.
<br />REINFORCING DETAIL DIMEN51ON5 ARE OUT TO OUT OF BARS.
<br />4. I. 5.
<br />REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED
<br />YIELD 5TRENOTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
<br />RECORD.
<br />4. I. 6.
<br />OE51ON COVER REQUIREMENT5
<br />0-1-P CONCRETE FORMED AGAINST EARTH; 3"
<br />G-I-P GONCRETE EXPOSED TO EXTERIOR: 2"
<br />G-I-P CONCRETE NOT EXPOSED : 1 1/2"
<br />GROUT FILLED MASONRY: 3/4"
<br />PRE 5TRE55ED CONCRETE LINTELS (ADD. REBAR IN) : 1 1/2"
<br />PRE CAST GROUT FILLED LINTELS (ADD. REBAR IN) : 1 1/2"
<br />4. 1. 7.
<br />MELDED HIRE FABRIC (WHF): ASTM A185-clOa.
<br />4. I. 8.
<br />DETAIL REINFORCEMENT IN ACCORDANCE WITH AGI 315-LATE5T EDITION.
<br />4. 2. GONGRETE
<br />4. 2. I.
<br />CONCRETE TYPE
<br />MIN. 28 DAY
<br />DESIGN (f'c)
<br />MODULES OF
<br />ELASTICITY
<br />DESIGN (E)
<br />6-1-P CONCRETE (NORMAL HEIGHT)
<br />2,500 Psi
<br />2,850 K51
<br />G-I-P GROUT
<br />2,500 Psi
<br />2,850 K51
<br />PRE CAST CONCRETE LINTELS
<br />5,000 Psi
<br />5,122 Ksi
<br />PRE 5TRE55ED CONCRETE LINTELS
<br />5,000 Psi
<br />4,030 Ksl
<br />4.2.2. CONCRETE SHALL CONSIST OF I" MAXIMUM AGGREGATE CONCRETE MIX HITH SLUMP
<br />BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
<br />CRITERIA.
<br />4.2.5. GROUT SHALL GON515T OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
<br />HITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
<br />ADDITIONAL CRITERIA.
<br />4.2.4. CONSTRUCTION JOINTS HILL BE PERMITTED
<br />4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND GURING SHALL BE CONDUCTED IN
<br />ACGORPANGE HITH THE SPECIFICATIONS AS STATED.
<br />4. 2. 6. EARTH SUPPORTED SLAB5 (EXCLUDING EXTERIOR WALKWAYS s DRIVEWAYS)
<br />3 1/2" MIN. THICKNE-55 H/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 HWF
<br />MID -DEPTH OF 5LA8. FIBER MESH MAY BE USED I.L.O. HHF @ CONTRACTORS DISCRETION.
<br />4. 2.1. CONCRETE PLACEMENT PRACTIGES SHALL BE IN ACCORDANCE W/ ALL
<br />AGI- MCP Iggq STANDARDS.
<br />4. 3. CONCRETE MA50NRY :
<br />4. 3. I. FILLED GELLS H/ (1) #5 BAR SHALL BE LOCATED @ 8'-0" O.G. MAX, @ BOTH SIDES
<br />OF OPENIN65 6-0" NIOE OR MORE, 0 THE HIGH SIDE OF ALL MASONRY HALL
<br />STEPS, 8 ® ALL GHANGE5 IN DIRECTION OF THE MASONRY NALL5.
<br />4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM G90- 10, TYPE II
<br />NON -MOISTURE CONTROLLED.
<br />4.3.5. ALL CELLS � CAVITIES BELOW GRADE HILL BE FILLED N/ CONCRETE IN ALL
<br />STEM HALLS.
<br />4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI
<br />MINIMUM.
<br />4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
<br />CONDUCTED IN ACCORDANCE HITH THE SPECIFICATIONS A5 STATED.
<br />4.3.6. MORTAR SHALL BE TYPE "S" FOR ALL MASONRY CONSTRUCTION.
<br />4. 3. 7. LINTELS SUPPLIED 13Y APPROVED MANUFACTURER:
<br />1) FEGP/GAST-GRETE CORPORATION
<br />2) POWER CONCRETE
<br />3) ALLIED PRECAST
<br />4) LOTT
<br />5) MARION MASONRY
<br />6) HIEKHA
<br />STRUGTURAL MOTES
<br />4.4. STRUGTURAL LUMBER :
<br />4. 4. I.I. INTERIOR LOAD BEARING WALL5 S.P.F., fb = 675 P51, E = 1200 K51
<br />ALL EXTERIOR FRAMING 5.P.F., fb = 615 PSI, E = 1200 Ksi
<br />4. 4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED U51NG S.P.F. ,
<br />STUD QUALITY OR BETTER
<br />4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS
<br />SHALL BE APA RATED SHEATHING EXP l U.N.O.
<br />4.4.5. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
<br />SHEAR HALL5 SHALL BE APA RATED SHEATHING EXP I U.N.O.
<br />4.4.4. IF OSB BOARD 15 TO BE USED IN PLACE OF PLYWOOD 15 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 />CONTACT WITH CONCRETE 15 TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
<br />4.4.6. WHEN PRE ENGINEERED TRU55E5 ARE GALLED FOR ON THE PLANS THE
<br />MANUFACTURER 15 TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
<br />4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRU55E5 IN ACCORDANCE WITH THE "DESIGN
<br />SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRU55E5" BY THE
<br />AN51/TPI I-Igg5, HIB-ql AND 05T-88.
<br />4. 4. 8. 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. q. ALL EXTERIOR FRAME WALLS SHALL HAVE 7/8" STUGGO FIN15H PER A5TM G. q26.
<br />APPLY 3 LAYERS W/ THICKNESS OF 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK.
<br />EACH, AND 3RD LAYER I/8" THICK.
<br />4. 5. FASTENERS AND TIE DOWNS :
<br />4. 5. I.
<br />FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO
<br />SHAPES, ANGLES, CHANNELS : A5TM A36-361-1 q4 Fy = 36 K51
<br />ROUND METAL PIPE : A5TM A53-q4, GRADE B Fy = 35 K51
<br />SQUARE METAL TUBING : ASTM A500-614, GRADE B Fy = 46Ksi
<br />HIGH 5TRENGTH BOLTS : A5TM A325- 14
<br />MACHINE BOLTS: GALVANIZED A5TM A307-q4
<br />4.5.2.
<br />SHEET METAL ACCESSORIES SHALL CONFORM TO : Fy = 33KsINITH Gq0
<br />GALVANIZED COATING IN AGGORDANGE KITH ASTM A525-87.
<br />4.5.3.
<br />NAILS SHALL CONSIST OF : COMMON HIRE NAILS KITH MINIMUM DIAMETER AS
<br />FOLLOH5 : Sd = 0.115", IOd = 0.128", 12d = 0.125", 16d = 0.135".
<br />4.5.4.
<br />ALL FASTENERS AND TIE DOHN5 EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
<br />APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE GOATING BY MANUFACTURER
<br />PRIOR TO INSTALLATION.
<br />4. 5. 5.
<br />ALL FASTENERS AND TIE DOHN5 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 HANGER5, JOI5T HANGER5, AND FLOOR TRUSS
<br />STRAPPING ARE TO BE INSTALLED IN ACCORDANCE KITH THE PLANS AND
<br />SPECIFICATIONS.
<br />4.5.1.
<br />CONCRETE EMBEDDED 'J' BOLT5 USED FOR UPLIFT ARE TO BE NET SET PRIOR TO
<br />INITIAL SET OF THE CONCRETE, 5PAGIN6 AND ALIGNMENT ARE TO BE IN ACCORDANCE
<br />HITH THE DESIGN PLANS, U.N.O. ALTERNATE-5 TO "J" BOLTS ARE NOTED ON PLANS.
<br />4.5.8.
<br />CONCRETE EMBEDDED TIE DOWNS USED FOR TRU55 AND HALL UPLIFT ARE TO BE
<br />PLACED AROUND EMBEDDED REINFORCING PRIOR TO PLACING GROUT.
<br />4. 6. MICRO
<br />-LAM LUMBER:
<br />4. 6. 1.
<br />MIGRO-LAM 5TRE55 GRADE5 SHALL PROVIDE THE FOLLOWIN6 MINIMUM PROPERTIES:
<br />E = 2,000,000 P51
<br />Flo = 2,6150 P51
<br />Ft = 1850 PSI
<br />Fc = 500 P51 (PERPENDICULAR)
<br />Fc = 2300 (PARALLEL)
<br />Fv = 285 P51
<br />4. -T. STEEL:
<br />4. 7. I. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
<br />STEEL ERECTOR.
<br />4.1.2. FABRICATE AND ERECT ALL 5TRUGTURAL STEEL IN ACCORDANCE HITH A.I.S.G.
<br />"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
<br />STEEL FOR BUILDINGS".
<br />5TRUGTURAL STEEL: ASTM A36-36M c14.
<br />4. 7. 4. STEEL TUBING: A5TM A500-q4, GRADE B.
<br />4. 7• 5.. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM 51ZE FILLET HELPS 3/16", AN5
<br />CERTIFIED HELPERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
<br />4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE NEB STIFFENER
<br />PLATES ON EACH SIDE OF THE HEB, OF A THIGKNE55 EQUAL TO BEAM FLANGE
<br />THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
<br />4.1.1. THE 5TEEL 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 DOTES
<br />4. 8. SOIL:
<br />4. 8. I. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF.
<br />4. 8. 2. ALL SOIL 15 TO BE GLEAN S POISONED FOR TERMITES PER FBG 2001 SECTIONS
<br />104.2.6, 104.2.7, 1403.1.6, 1503.4.4, 1816, Ici167.5, 2303.1.4, ff 2304.
<br />TERMITE PROTEGTI ON -
<br />PLANS MUST SPEG I FY TYPE OF TERMITE TREATMENT
<br />0 Soil Chemical Barrier Method
<br />a Other treatment - Must specify proposed method and submit documentation, which
<br />substantiates the proposed method, 15 an approved termite protection system or method.
<br />IF GHEM I GAL SOIL TERMITE TREATMENT 15 USED
<br />1. FBG 104.2.E - "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 1503.4.4 - Condensate and roof downspouts shall discharge at least
<br />1'-0" away from the building 51de walls.
<br />3. FBG 1503.4.4 - Irrigation/sprinkler systems 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 cementitious finish less than 5/8"
<br />thick adhered directly to the foundation wall.
<br />5. FBG 1816.1.1 - initial treatment shall be done after all excavation
<br />and backfill is complete.
<br />6. FBG 1816.1.2 - Soil disturbed after the initial treatment shall be retreated
<br />including spaces boxed or formed.
<br />7. FBG I816.1.3 - 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 />8. FBG 1816.1.4 - 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 />q. FBG 1816.1.5 - Concrete overpour and mortar along the foundation perimeter
<br />must be removed before exterior roil 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 sidewalls.
<br />IL FBG 1816.1.6 - 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 15 applied, shall be retreated,
<br />12. FBG 1816.1.-T - All buildings are required to have pre -construction treatment..
<br />13. FBG 1816.1.7 - A certificate of compliance must be issued to the building department
<br />byy a licensed pert control company before a certificate of occupancy will be 155ued.
<br />T P, 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. FBG 2503.1.5 - 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 />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. 8. 3. SOIL 15 TO BE COMPACTED TO q5% MODIFIED PROCTOR AS DEFINED BY
<br />ASTM D 1557-qI
<br />ATTENTION: CHEMICAL CHANGES iN PRESSURE TREATEO WOODS
<br />AS OF DECEMSER 318T, 2003, CHROMATED COPPER ARSENATE (CCA-C)
<br />WILL NO LONGER SE PRODUCED FOR RESIDENTiAL OR GENERAL
<br />CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES
<br />HAVE $EEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE
<br />TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. iT IS
<br />THE CONTRACTOR'S RESPONS181LITY TO VERIFY THE TYPE OF WOOD
<br />TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST
<br />CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, CSA-A, OR CA-5 REQUIRE
<br />HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM
<br />BORATE (SSX) DOES NOT,
<br />A1RE\ASED 08-15-03
<br />AoCREATED 01-02-02
<br />120 MPH
<br />3 SEC. GUST
<br />❑ SAMUEL A. GcREEN5ERG, P.E. *34245
<br />❑ THUY H. HUYNH, P.E. %0122
<br />❑ IRWIN J. SENSON, P.E. 049156
<br />❑ AL I A55AS HAKIM, P.E. S6186
<br />TO THE BEST OF THE ENGINEER'S 1040U-EDW AND BELIEF, THE
<br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE
<br />FLORIDA BUILDING CODE, SECTION 160E FOR 120 MPH 3 SECOND
<br />GUST, EXPOSURE 15' WIND ZONE (2001 EDITION).
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE
<br />DATE IT IS SIGNED AND SEALED.
<br />Sr*m AND SEALED FOR THE STRUCTURAL. PORTION OF THIS
<br />DRAWING ONLY.
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