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<br />STRUGTURAL NOTES
<br />. SPEG I F I GATI ONS
<br />I. 1. GONSTRUGTION
<br />I. I. I. AGI 318-02 BUILDING CODE REQUIREMENTS FOR 5TRUGTURAL CONCRETE
<br />I. 1. 2. AGI 530/A5GE 5/TM5 401 a AGI 530, I/A5GE 6/TM5 602-cicl
<br />SPECIFIGATIONS FOR MASONRY STRUCTURES.
<br />1. I. 3. A57M G2'70-a2, G476-a1, AND GG0-10 SPECIFICATIONS FOR MASONRY STRUCTURES
<br />I. I. 4. NATIONAL DE51ON SPECIFICATIONS (ND5) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL
<br />AGGOMPANYING SUPPLEMENTS.
<br />I. I. 5. FLORIDA BUILDING CODE (FBG), 2001 EDITION
<br />I. 1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN
<br />INSTITUTE OF STEEL CONSTRUCTION, (AISG) QTH EDITION.
<br />I. 1. 7. "DE516N SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
<br />TRUSS PLATE INSTITUTE (TPU Icig5 EDITION.
<br />1.2. DESIGN :
<br />I. 2. I. AGI 318-02 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
<br />I. 2. 2. AGI 530/ASGE 5/TM5 402-61ci $ AGI 550, I/ASGE 6/TM5 602-01q
<br />SPECIFICATIONS FOR MASONRY STRUCTURES.
<br />I. 2. 3. ASTM G270-Q2, G476-a1, AND Gq0-90 5PEGIFIGATIONS FOR MASONRY STRUCTURES
<br />1. 2. 4. NATIONAL DESIGN SPECIFICATIONS (ND5) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL
<br />ACGOMPANYINO 5UPPLEMENT5.
<br />1. 2. 5. PLYWOOD DE51ON SPECIFICATIONS (APA)
<br />I. 2. 6. FLORIDA BUILDING GORE (FBG), 2001 EDITION
<br />SHOP
<br />DRAWINGS :
<br />I. 3. I.
<br />THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DE51ON 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 DRAWIN65 ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
<br />THE COMMENCEMENT OF CONSTRUCTION.
<br />1. 3. 3.
<br />ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
<br />FLA. REG. PE. AND SHALL INGLUDE : DRAWIN65 AND GALGULATION5, REACTIONS AND
<br />BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
<br />5UPPORTING TRUSS MEMBERS.
<br />2. DES I GN LOADS
<br />2. I. DEAD LOADS:
<br />2. I. 1.
<br />UNIT WEIGHT OF SOIL, COMPACTED :
<br />120 PGF
<br />2. I. 2.
<br />UNIT WEIGHT OF REINFORCED CONCRETE :
<br />150 PGF
<br />2. 1. 3.
<br />UNIT WEIGHT OF 8" G.M.U. BLOCK
<br />40 PSF
<br />2. 1. 4.
<br />IST FLOOR SUPERIMPOSED LOAD
<br />20 P5F
<br />2. I. 5.
<br />UNIT WEIGHT OF 2x4 PARTITION WALLS :
<br />II P5F
<br />2. I. 6.
<br />UNIT WEIGHT OF 2x6 BEARING WALLS :
<br />12 PSF
<br />2. 1. 7.
<br />BALCONIES d DECKS:
<br />15 PSF
<br />2. I. b.
<br />TILE ROOF
<br />TOP CHORD
<br />15 PSF
<br />BOTTOM CHORD :
<br />10 P5F
<br />2. I. a.
<br />SHINGLE ROOF
<br />TOP CHORD
<br />7 PSF
<br />BOTTOM GHORD
<br />10 PSF
<br />2. 1. 10.
<br />FLOOR TRUSSES
<br />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 PSF
<br />2.2.3.
<br />CORRIDORS AND BATHROOMS:
<br />80 PSF
<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 LANDING5 :
<br />40 P5F
<br />2. 2. 7.
<br />ROOF:
<br />20 PSF
<br />2.2. 8.
<br />FLOOR TRUSS
<br />TOP CHORD MINIMUM :
<br />40 P5F
<br />2. 2. ci.
<br />ROOF TRU55
<br />TOP CHORD MINIMUM:
<br />20 PSF
<br />2. 3, RAILING LOADS :
<br />2. z�. I.
<br />ALL RAILING AND GUARD RAIL 5YSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
<br />CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
<br />DIRECTION ON THE RAILING.
<br />2.3.2.
<br />ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DE51ONED 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 />2.5.3.
<br />GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
<br />HORIZONTAL LOAD APPLIED ON 1 50. FT. AT ANY POINT IN THE SYSTEM.
<br />2.5.4.
<br />2.3.1., 2.3.2 & 2.5.3. 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
<br />LOADS :
<br />2. 4. I. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. 160E OF THE
<br />FBG, 2001 EDITION, AND CONDUCTED BASED ON A 120 MPH, 3 SECOND OUST,
<br />EXPOSURE "B", IMPORTANCE FACTOR "I" = 1.0. ENGL05ED BUILDING.
<br />2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE
<br />2. 5. DEFLECTIONS :
<br />2. 6. I. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/31 TIMES THE SPAN FOR LIVE LOADS
<br />AND 1/240 TIMES THE SPAN FOR TOTAL LOAD.
<br />STRUGTURAL NOTES
<br />DESIGN METHOD
<br />3 1. LOAD FACTOR DES I GN
<br />3. I. I. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN
<br />GA5T-IN-PLACE CONCRETE SLABS AND FOOTIN65
<br />3 2. SERV I GE LOAD DES I ON :
<br />3. 2. 1_ THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN
<br />MASONRY WALLS AND LINTELS
<br />INTERIOR AND EXTERIOR WOOD FRAMIN6 AND SHEATHING
<br />STAIRS AND FLOOR FRAMING
<br />ROOF FRAMING, SHEATHING AND UPLIFT
<br />3 LORD GOMBINATIONS FOR LFRD DESIGNS
<br />THE FOLLOWING LOAD GOMBINATIONS WERE DESIGNED FOR
<br />TOTAL OL + 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 5TRE55E5 PLACED ON THAT COMPONENT.
<br />BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
<br />3. 4. DES I GN ASSUMPTIONS :
<br />3. 4. I. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLE55
<br />SHOWN OTHERWISE IN THE DESIGN PLANS.
<br />4. MATERIALS
<br />4.1. RE I NFORG I NO STEEL :
<br />4. 1. I.
<br />REINFORGING STEEL SHALL BE A5TM A615-14 GRADE 40, fly = 40 Ksi
<br />4, 1. 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 DIMEN51ON 15 SHOWN TO THE
<br />FACE OF THE CONCRETE.
<br />4. I. 4.
<br />REINFORGING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
<br />4. I. 5.
<br />REINFORGING 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. 1.6.
<br />DESIGN COVER REQUIREMENT5
<br />G-I-P GONCRETE FORMED AGAIN5T EARTH: 3"
<br />G-I-P CONCRETE EXPOSED TO EXTERIOR: 2"
<br />G-I-P CONCRETE NOT EXPOSED : 1 1/2"
<br />GROUT FILLED MASONRY : 3/4"
<br />PRE STRE55ED CONCRETE LINTELS (ADD. REBAR IN) 1 1/2"
<br />PRE 6A5T GROUT FILLED LINTELS (ADD. REBAR IN) : 1 1/2"
<br />4. I. 7.
<br />WELDED WIRE FABRIC (WWF): A5TM AI85-GOo.
<br />4. 1. 8.
<br />DETAIL REINFORCEMENT IN AGGORDANGE WITH AGI 315-LATEST EDITION.
<br />4. 2. CONCRETE :
<br />4. 2. I.
<br />CONCRETE TYPE
<br />MIN. 28 DAY
<br />DE51ON (f'c)
<br />MODULES OF
<br />ELASTICITY
<br />DE51ON (E)
<br />G-I-P CONCRETE (NORMAL WEIGHT)
<br />2500 Psi
<br />2,550 K51
<br />G-I-P GROUT
<br />2,500 P51
<br />2,850 K51
<br />PRE CAST CONCRETE LINTELS
<br />3,000 P51
<br />3,122 K51
<br />PRE STRESSED CONCRETE LINTELS
<br />5,000 Pal
<br />4,030 Ksi
<br />4.2.2. CONCRETE SHALL CONSIST OF I" MAXIMUM A6GREGATE GONGRETE MIX WITH SLUMP
<br />BETWEEN 6" AND 7" AT TIME OF PLACEMENT. 5EE SPEGIFICATION5 FOR ADDITIONAL
<br />CRITERIA.
<br />4.2.3. 6ROUT SHALL CON515T OF PEA ROCK (3/e" MAXIMUM A66REGATE) CONCRETE MIX
<br />WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFIGATION5 FOR
<br />ADDITIONAL CRITERIA.
<br />4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED
<br />4.2.5. METHOD OF GONGRETE FORMING, PLACEMENT AND GURIN6 SHALL BE GONDUGTED IN
<br />ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
<br />4. 2. 6. EARTH SUPPORTED SLABS (EXGLUDIN.G EXTERIOR WALKWAYS 4 DRIVEWAYS)
<br />3 1/2" MIN. THIGKNE55 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 9 CONTRACTORS DISCRETION.
<br />4. 2. 1. GONGRETE PLACEMENT PRACTICES SHALL BE IN AGGORDANGE W/ ALL
<br />AGI- MOP IQGq STANDARDS.
<br />4. 3. CONCRETE MASONRY
<br />FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED @ 8'-0" O.G. MAX, @ BOTH SIDES
<br />OF OPENINGS 6'-O" WIDE OR MORE, @ THE HIGH SIDE OF ALL MASONRY WALL
<br />STEPS, s @ ALL CHANGES IN DIRECTION OF THE MASONRY WALLS.
<br />4.5.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM CciO-a0, TYPE II
<br />NON -MOISTURE CONTROLLED.
<br />4.5.5. ALL CELLS $ CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL
<br />STEM WALLS.
<br />4.3.4. THE A66REGATE 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 WITH THE SPECIFICATIONS AS STATED.
<br />4.3.1b. MORTAR SHALL BE TYPE "S" FOR ALL MASONRY CONSTRUCTION.
<br />LINTELS SUPPLIED BY APPROVED MANUFACTURER:
<br />1) FEGP/OAST-GRETE CORPORATION
<br />2) POWER CONCRETE
<br />3) ALLIED PRECAST
<br />4) LOTT
<br />5) MARION MA50NRY
<br />6) WIEKWA
<br />STRUGTURAL NOTES
<br />4.4. STRUGTURAL LUMBER :
<br />4. 4. I.I. INTERIOR LOAD BEARING MALLS 5.P.F., fb = 675 P51, E = 1200 KsT
<br />ALL EXTERIOR FRAMING S.P.F., fb = 675 PSI, E = 1200 Ksi
<br />4. 4. 1.2. ALL FRAME WALLS TO BE GONSTRUGTED USING S.P.F. ,
<br />STUD QUALITY OR BETTER
<br />4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS
<br />SHALL BE APA RATED 5HEATHING 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 SHEATHING EXP I U.N.O.
<br />4.4.4. IF 05B BOARD 15 TO BE USED IN PLACE OF PLYWOOD 15 TO HAVE SIMILAR 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 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 AGGORDANGE WITH THE "DE51ON
<br />SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
<br />AN5I/TPI I-1a95, HIB-GI AND 05T-88.
<br />4. 4. 8. UNTREATED WOOD SHALL NOT BE IN DIRECT GONTACT WITH CONCRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
<br />4. 4. a. ALL EXTERIOR FRAME WALLS SHALL HAVE 7/8" STUCCO FINISH PER A5TM G. Q26.
<br />APPLY 3 LAYERS W/ THIGKNE55 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 GON515T OF BUT ARE NOT LIMITED TO:
<br />SHAPES, ANOLE5, CHANNELS: ASTM A36-36M a4 Fy = 36 Ksi
<br />ROUND METAL PIPE: ASTM A55-c14, GRADE B Fy = 55 Ksl
<br />SQUARE. METAL TUBING : A5TM A500-cK GRADE B Fy = 46K51
<br />HIGH STRENGTH BOLTS : A5TM A325-Q4
<br />MACHINE BOLTS: GALVANIZED A5TM A307-Q4
<br />4.5.2.
<br />SHEET METAL ACCESSORIES SHALL CONFORM TO : Fy = 33K51WITH GC10
<br />GALVANIZED GOATIN6 IN AGGORDANGE WITH ASTM A525-87.
<br />4. 5. 3.
<br />NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
<br />FOLLOWS: 8d = 0.115", IOd = 0.125", 12d = 0.128", Ibd = 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 -CORROSIVE GOATING BY MANUFACTURER
<br />PRIOR TO INSTALLATION.
<br />4. 5. 5.
<br />ALL FASTENERS AND TIE DOWN5 ARE TO PROVIDE THE UPLIFT GAPAGITY GALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />4. 5. 6.
<br />ALL FASTENER TIE DOWNS, BEAM HANGERS, J015T HANGERS, AND FLOOR TRU55
<br />STRAPPING ARE TO BE INSTALLED IN AGGORDANGE WITH THE PLANS AND
<br />SPEGIFIGATION5.
<br />4. 5. 7.
<br />CONCRETE EMBEDDED 'JBOLT5 USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
<br />INITIAL SET OF THE CONCRETE, 5PAGING 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 DOWN5 USED FOR TRUSS AND WALL UPLIFT ARE TO BE
<br />PLACED AROUND EMBEDDED REINFORCING PRIOR TO PLACING GROUT.
<br />4.6. M I GRO-LAM
<br />LUMBER:
<br />4. 6. I.
<br />MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
<br />E = 2,000,000 PSI
<br />Fb = 2,g50 PSI
<br />Ft = 1,550 P51
<br />Fr_ = 500 PSI (PERPENDIGULAR)
<br />Fc = 2,100 (PARALLEL)
<br />Fv = 285 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.S.C.
<br />"SPECIFICATION FOR THE DE51ON, FABRICATION, AND ERECTION OF STRUCTURAL
<br />STEEL FOR BUILDIN65".
<br />4.7.3. STRUCTURAL STEEL: ASTM A36-36M G4.
<br />4.7.4. STEEL TUBING: A5TM A500-cK GRADE B.
<br />4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 5/16", AW5
<br />CERTIFIED WELDERS. GERTIFIGATION PAPERS TO BE SUBMITTED UPON REQUE5T.
<br />4.1.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER GOLUMNS, PROVIDE WEB STIFFENER
<br />PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
<br />THIGKNESS, 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 CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
<br />ELEMENTS ARE IN PLACE.
<br />STRUGTURAL NOTES
<br />4. 8. SOIL:
<br />4. 8. I. MINIMUM 501L BEARING PRESSURE CAPACITY OF 2000 P5F.
<br />4. 8. 2. ALL 501L 15 TO BE GI FAN i P015ONED FOR TERMITES PER FBG 2001 SECTIONS
<br />104.2.6, 104.2.7, 1403.1.6, 1503.4.4, 1816, K1163.5, 2503.1.4, $ 2304.
<br />TERMITE PROTECTION -
<br />PUNS MUST SPEG I FY 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 CHEM I GAL SOIL TERMITE TREATMENT 15 USED
<br />I. FBG 104.2.E - "A permanent sign which identifies the termite treatment provider
<br />and need for re-inspectlon 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 />I'-O" away from the building side walls.
<br />3. FBG 1505.4.4 - 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 cementitiou5 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 1816.1.3 - 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 i5 required.
<br />a. FBG 1816.1.5 - Concrete overpour and mortar along the foundation perimeter
<br />must be removed before exterior soil treatment.
<br />10. FBG 1816.1.E - Sall treatment must be applied under all exterior concrete
<br />or grade within I'-O" of the structure 5idewalls.
<br />II. 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 is applied, shall be retreated,
<br />12. FBG 18I6.1.7 - All buildings are required to have pre -construction treatment.
<br />15. FBG 0I6.1.7 - A certificate of compliance must be issued to the building department
<br />a licensed pest control company before a certificate of occupancy will be issued.
<br />e 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 Gonsumer Services".
<br />14. FBG 2303.1.3 - 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, 5horing or other cellulose containing material.
<br />15. FBG 2505.1.4 - No wood, vegetation, stumps, cardboard, trash, etc.,
<br />shall be buried within 15'-0" of any building or proposed building.
<br />4. 8. 3. 501L 15 TO BE COMPACTED TO 515% MODIFIED PROCTOR AS DEFINED BY
<br />ASTM D 1557-ci I
<br />ATTENTION: CHEMICAL CHANGES iN PRESSURE TREATED WOODS
<br />AS OF DECEMBER 315T, 2003, CHROMATED COPPER ARSENATE (CCA-C)
<br />WILL NO LONGER 8E PRODUCED FOR RESIDENTIAL OR GENERAL
<br />CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES
<br />HAVE }SEEN 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 RESPONS151LITY TO VERIFY THE TYPE OF WOOD
<br />TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST
<br />CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, C5A-A, OR CA-5 REQUIRE
<br />HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM
<br />50RATE (SSX) DOES NOT.
<br />AlREMSED 08-15-03
<br />AoCREATED 01-02-02
<br />120 MPH
<br />3 SEC. GUST
<br />❑ SAMUEL A. G PREEN£3ERG, P.E. 034245
<br />❑ THUY H. HUYNH, P.E. 460122
<br />❑ IRLUiN J. SENSON, P.E. 04-1
<br />❑ AL I A515AS HAKIM, P.E.. 056l Sro
<br />TO THE BEST OF THE ENGINEER'S 104OWLEDGE AND BELIEF, THE
<br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE
<br />FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND
<br />GIST, EXPOSURE 'S' WIND ZONE (2001 EDITION).
<br />T1416 DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE
<br />DATE IT IS SIGNED AND SEALED.
<br />SK,NED AND SEALED FOR THE STRUCTURAL PORTION OF THIS
<br />DRAWING ONLY.
<br />T- T_ i F
<br />
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