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STRUCTURAL NOTES
<br />1. SPEG I F I GAT I ONS
<br />I. I. GONSTRUGTION
<br />I. I. 1. AGI 316-02 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
<br />AGI 530/A5CE 5/TM5 402-gq d AGI 530, I/A5GE 6/TM5 602-gg
<br />SPECIFICATIONS FOR MASONRY STRUCTURES.
<br />I. I. 3. A5TM 02-10-q2, 0416-M, AND 0410-g0 SPECIFICATIONS FOR MASONRY STRUCTURES
<br />I. I. 4. NATIONAL DE516N SPECIFICATIONS (ND5) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL
<br />AGGOMPANYIN6 SUPPLEMENTS.
<br />I. I. 5. FLORIDA BUILDING CODE (FBG), 2001 EDITION
<br />I. I. b. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE 5TRES5 DE516N", BY THE AMERICAN
<br />INSTITUTE OF 5TEEL GON5TRUCTION, (AISC) gTH EDITION.
<br />1. 1. '1. "DE51&N SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRU55E5" BY THE
<br />TRUSS PLATE INSTITUTE (TPI) Igg5 EDITION.
<br />1.2. DESIGN :
<br />I. 2. I. AGI 31b-02 BUILDING GORE REQUIREMENTS FOR STRUCTURAL CONCRETE
<br />1. 2. 2. AGI 530/A5GE 5/TM5 402-qci $ AGI 530, I/A50E 6/TM5 602-gq
<br />SPECIFICATIONS FOR MASONRY 5TRUGTURE5.
<br />1. 2. 3. A5TM C710-q2, 0476-CII, AND GgO-gO SPECIFICATIONS FOR MASONRY STRUCTURES
<br />I. 2. 4. NATIONAL DE516N SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL
<br />ACCOMPANYING SUPPLEMENTS.
<br />I. 2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA)
<br />1. 2. b. FLORIDA BUILDING CODE (FBG), 2001 EDITION
<br />SHOP
<br />DRAW I NOS:
<br />1. 3. I.
<br />THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DE516N PLANS BY OTHERS
<br />DURIN6 THE PREPARATION OF SHOP DRAWIN65 WITHOUT WRITTEN APPROVAL FROM
<br />THE ENGINEER OF RECORD.
<br />1.3.2.
<br />ALL SHOP DRAWIN65 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 TRU55 SHOP DRAWINGS ARE TO BE 516NED AND SEALED BY A
<br />FLA. RE&. PE. AND SHALL INCLUDE : VRAWIN65 AND CALCULATIONS, REACTIONS AND
<br />BEARING POINTS, BRAGIN6 REQUIREMENTS, AND CONNECTIONS TO
<br />5UPPORTING TRU55 MEMBERS.
<br />2. DESIGN LOADS
<br />2. I. DEAD LOADS:
<br />2. I. 1. UNIT WEIGHT OF SOIL, COMPACTED : 120 PGF
<br />2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PGF
<br />2. 1. 3. UNIT WEIGHT OF 5" G.M.U. BLOCK : 40 P5F
<br />2. 1. 4. 15T FLOOR SUPERIMPOSED LOAD : 20 P5F
<br />2. I. 5. UNIT NE16HT OF 2x4 PARTITION WALLS: II P5F
<br />2. I. 6. UNIT WEIGHT OF 2x6 BEARING WALLS : 12 P5F
<br />2. I. '1. BALCONIES 8 DECKS: 15 P5F
<br />2. I. 5. TILE ROOF
<br />TOP CHORD : 15 P5F
<br />BOTTOM CHORD : 10 P5F
<br />2. 1. q. 5HIN&LE ROOF
<br />TOP CHORD : -i P5F
<br />BOTTOM CHORD : 10 P5F
<br />2. I. 10. FLOOR TRUSSES 15
<br />2.2. LIVE LOADS :
<br />2. 2. I. 51DEWALK AND DRIVEWAY LOAD : 200 P5F
<br />2.2.2. GARAGE LOADS : 50 P5F
<br />2.2.5. CORRIDORS AND BATHROOMS: 60 P5F
<br />2.2.4. PARTITIONED ROOMS, 40 P5F
<br />2.2.5. BALCONY AND DECKS : 40 PSF
<br />2. 2. 6. STAIRWAYS AND LANDIN65 : 40 P5F
<br />2. 2. 1. ROOF: 20 P5F
<br />2. 2. 6. FLOOR TRUSS
<br />TOP CHORD MINIMUM: 40 P5F
<br />2. 2. q. ROOF TRU55
<br />TOP CHORD MINIMUM. 20 P5F
<br />2. 3. RA I L I NO LOADS :
<br />2. 3. I.
<br />ALL RAILING AND 6UARD RAIL SY5TEM'S ARE TO BE DE51ONED 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 SYSTEMS ARE TO BE DE516NED TO WITHSTAND A
<br />HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
<br />OF TOO PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
<br />2.5.5.
<br />GUARDRAIL SYSTEM SHALL BE DE516NED TO WITHSTAND 2001b CONCENTRATED
<br />HORIZONTAL LOAD APPLIED 0141 50. FT. AT ANY POINT IN THE SYSTEM.
<br />2.3.4.
<br />2.3.1., 2.3.2 8 2.53. ARE NOT REQUIRED TO 13E APPLIED SIMULTANEOUSLY, BUT EACH
<br />SHALL BE APPLIED TO PRODUCE THE MAXIMUM 5TRE55E5 IN THE MEMBER COMPONENTS.
<br />2.4. W 1 NO
<br />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 GU5T,
<br />EXPOSURE "B", IMPORTANCE FACTOR "I" = I.O. ENG1-05ED BUILDIN6.
<br />2.4.2. NET UPLIFT DEAD LOADS - 10 P5F 5HIN&LE, 15 P5F TILE
<br />2.5. DEFLEGTIONS :
<br />2. 6. I. FLOOR TRU55E5 SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS
<br />AND 1/240 TIMES THE SPAN FOR TOTAL LOAD.
<br />■ �
<br />ST`UGTURAL NOTES
<br />3. DESIGN METHOD
<br />3. 1. LOAD FACTOR DESIGN :
<br />3. I. I. THE LOAD FACTOR DE516N METHOD WA5 USED TO DE516N
<br />CAST--IN-PLACE CONCRETE 5LAB5 AND FOOTIN65
<br />3. 2. SERV I GE LOAD DES I ON :
<br />3. 2. I. THE SERVICE LOAD DE516,N METHOD WAS USED TO DESIGN
<br />MA50NRY WALLS AND LINTEL5
<br />INTERIOR AND EXTERIOR WOOD FRAMING AND 5HEATHIN6
<br />STAIRS AND FLOOR FRAMING
<br />ROOF FRAMING, 5HEATHIN& AND UPLIFT
<br />3. 3. LOAD GOMBINATIONS FOR LFRD DESIGNS
<br />3. 3. I. THE FOLLOWING LOAD COMBINATIONS WERE DE516NED FOR :
<br />TOTAL DL + FLOOR LL + ROOF LL
<br />TOTAL DL + FLOOR LL + WL
<br />TOTAL OL + 14L
<br />3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DE516NED TO RE515T THE WORST LOAD
<br />COMBINATION RE5ULTIN6 IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
<br />BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
<br />3 4. DESION ASSUMPTIONS: .
<br />3. 4. I. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALL5 UNLE55
<br />SHOWN OTHERWISE IN THE DE516N PLANS.
<br />4. MATERIALS
<br />4.1. RE I NFORG I NO STEEL :
<br />STRUCTURAL NOTES
<br />4. 4. STRUGTURAL LUMBER :
<br />4. 4. I.I. INTERIOR LOAD BEARING WALLS 5.P.F., fb = 675 PSI, E = 1200 Ksl
<br />ALL EXTERIOR FRAMING S.P.F., fb = 6'I5 PSI, E = 1200 Ksl
<br />4.4.12. ALL FRAME WALLS TO BE CONSTRUCTED U51N& 5.P.F. ,
<br />STUD QUALITY OR BETTER
<br />4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS
<br />SHALL BE APA RATED 5HEATHIN& 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 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 IS TO RECEIVE A STANDARD 6RADE PRESSURE TREATING.
<br />4.4.6. WHEN PRE ENGINEERED TRUSSES ARE GALLED FOR ON THE PLANS THE
<br />MANUFACTURER 15 TO SUBMIT SHOP DRAWIN66 TO THE ENGINEER OF RECORD.
<br />4. 4. 1. DE516N, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DE516N
<br />SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
<br />ANSI/TPI I-Igg5, HIB-gl AND QST-&&.
<br />4.4.6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARING LOGATION5 WITHOUT WOODEN TOP PLATES.
<br />4. 4. q. ALL EXTERIOR FRAME WALL5 SHALL HAVE V6" 5TUC00 FIN15H PER A5TM C. q2b.
<br />APPLY 3 LAYERS W/ THICKNE55 OF "U6" OVER METAL LATH. FIRST 2 LAYERS 3/6" THICK.
<br />EACH, AND 3RD LAYER I/6" THICK.
<br />4.5. FASTENERS AND TIE DOWNS :
<br />FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO :
<br />SHAPES, ANGLES, CHANNELS: A5TM A36-36M 414 Fy = 36 Ksl
<br />4. I. I. REINFORGIN& STEEL SHALL BE A5TM A615-q4 GRADE 40, f'y = 40 Ksi
<br />ROUND METAL PIPE : A5TM A53-q4, CRAVE B Fy = 35 Ksi
<br />SQUARE METAL TUBING : A5TM A500-44, CRAVE B Fy = 46Ks1
<br />4. I. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR I5".
<br />HIGH STRENGTH BOLTS: A5TM A32"4
<br />MACHINE BOLTS: GALVANIZED A5TM A307-414
<br />4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
<br />CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION 15 SHOWN TO THE
<br />4.5.2. SHEET METAL AGCE-55ORIE5 SHALL CONFORM TO : Fy = 33KSIWITH CqO
<br />FACE OF THE CONCRETE.
<br />GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-61.
<br />4. 1. 4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
<br />4.5.3. NAIL5 SHALL GON515T OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
<br />FOLLOWS: bd = 0.113", IOd = 0.125", l2d = 0.126", I6d = 0.135".
<br />4. I. 5. REINFORGIN6 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 />4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
<br />RECORD.
<br />APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
<br />PRIOR TO INSTALLATION.
<br />4. I. 6. DE516N COVER REQUIREMENTS:
<br />0-1-P CONCRETE FORMED ACAIN5T EARTH: 3°
<br />4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY GALLED
<br />G-I-P CONCRETE EXPOSED TO EXTERIOR: 2"
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />C-I-P CONCRETE NOT EXPOSED : 1 1/2"
<br />6ROUT FILLED MASONRY : 3/4"
<br />4.5.6. ALL FASTENER TIE DOWNS, BEAM HAN6ER5, JOI5T HAN6ER5, AND FLOOR TRU55
<br />PRE 5TRE55ED CONCRETE LINTEL5 (ADD. REBAR IN) : 1 1/2"
<br />5TRAPPIN6 ARE TO BE INSTALLED IN AGGORDANGE WITH THE PLANS AND
<br />PRE CAST GROUT FILLED LINTELS (ADD. REBAR IN) : 1 1/2"
<br />SPECIFICATIONS.
<br />4. 1.1. WELDED WIRE FABRIC (WWF): ASTM A05-ClOo.
<br />GONGRE I EMBEDDED 'JBOLT5 USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
<br />4. I. 5. DETAIL REINFORCEMENT IN ACCORDANCE WITH AGI 315-LATE5T EDITION.
<br />INITIAL SET OF THE GONCREI 5PAGIN6 AND ALIGNMENT ARE TO BE IN ACCORDANCE
<br />WITH THE DE516N PLANS, U.N.O. ALTERNATES TO 'J" BOLTS ARE NOTED ON PLANS.
<br />4.2. GONGRETE
<br />4. 5. 6. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
<br />PLACED AROUND EMBEDDED REINFORGIN& PRIOR TO PLACING GROUT.
<br />4. 2. 1•
<br />GONCREI TYPE
<br />MIN. 25 DAY
<br />MODULES OF
<br />ELASTICITY
<br />4.6. MICRO -LAM LUMBER:
<br />DESIGN (f'c)
<br />DE516N (E)
<br />4. 6. I. MICRO -LAM 5TRE55 &RAVES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
<br />G-I-P CONCRETE (NORMAL WEIGHT)
<br />2,500 Psi
<br />2,b50 Ksi
<br />E = 2,000,000 P51
<br />Fb = 2,g5O PSI
<br />G-I-P GROUT 2,500 Psi 2,650 Ksl
<br />Ft = I,650 P51
<br />Fc = 500 P51 (PERPENDICULAR)
<br />PRE CAST CONCRETE LINTELS 3,000 Psi 3,122 Ksi
<br />Fc = 2,100 (PARALLEL)
<br />Fv = 255 F51
<br />PRE STRESSED CONCRETE LINTELS 5,000 Psi 4,030 Ksi
<br />4.7. STEEL:
<br />4.2.2. CONCRETE SHALL CON515T OF I" MAXIMUM A6,6RE6ATE CONCRETE MIX WITH SLUMP
<br />BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
<br />CRITERIA.
<br />4.1. I. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
<br />STEEL ERECTOR.
<br />4.2.3. GROUT SHAH CON5i5T OF PEA ROCK (3/8" MAXIMUM AGCRE&ATE) CONCRETE MIX
<br />WITH SLUMP BETWEEN 6" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
<br />4.1.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.5.G.
<br />ADDITIONAL GRITERIA.
<br />"SPECIFICATION FOR THE DE51614, FABRICATION, AND ERECTION OF STRUCTURAL
<br />STEEL FOR BUILDINGS".
<br />4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED
<br />4.1. 3. STRUCTURAL STEEL: ASTM A36-36M q4.
<br />4.1.4. STEEL TUBING: A5TM A500-44, CRADE B.
<br />4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND GURIN& SHALL BE CONDUCTED IN
<br />ACCORDANCE WITH THE SPECIFICATIONS A5 STATED.
<br />4. 1. 5. WELDED CONNECTIONS: F7OXX ELECTRODES, MINIMUM SIZE FILLET WELDS 5/16", AW5
<br />4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS B DRIVEWAY5) :
<br />CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
<br />3 1/2" MIN. THICKNE55 W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF a
<br />4.1.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
<br />MID -DEPTH OF SLAB. FIBER MESH MAY BE USED I.L.O. WWF ® CONTRACTORS DISCRETION.
<br />PLATES ON EACH 51DE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
<br />THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
<br />4. 2. 'I. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL
<br />AGI- MCP iggq STANDARD5.
<br />4.1.7. THE STEEL FRAME 15 "NON -SELF 5UPPORTIN6". ADEQUATE TEMPORARY SUPPORT
<br />SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
<br />ELEMENTS ARE IN PLACE.
<br />4. 3. CONCRETE MASONRY
<br />FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED a 5'-0" O.G. MAX, a BOTH SIDES
<br />OF OPENIN65 6-0" WIDE OR MORE, 0 THE HI&H SIDE OF ALL MASONRY WALL
<br />5TEP5, 8 ® ALL GHAN6E5 IN DIRECTION OF THE MASONRY WALLS.
<br />4.3.2. LOAD BEARIN& CONCRETE MA50NRY BLOCK 5HALL BE A5TM Cq0-q0, TYPE II
<br />NON -MOISTURE CONTROLLED. .
<br />4.3.3. ALL CELLS 8 CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL
<br />STEM WALLS.
<br />4.3.4. THE A66REOATE 5TREN6TH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 P51
<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 />4.5.6. MORTAR SHALL BE TYPE "5" FOR ALL MASONRY CONSTRUCTION.
<br />4. 5.1. LINTELS SUPPLIED BY APPROVED MANUFACTURER:
<br />1) FEGP/GA5T-GRETE CORPORATION
<br />2) POWER CONCRETE
<br />3) ALLIED PRECAST
<br />4) LOTT
<br />5) MARION MASONRY
<br />6) WIEKWA
<br />STRUGTURAL NOTES
<br />4. 8. SOIL:
<br />4. 5. I. MINIMUM 501L BEARING PRE55URE CAPACITY OF 2000 P5F.
<br />4. 8. 2. ALL 501L 15 TO BE GLEAN 8 POISONED FOR TERMITES PER FBG 2001 5EGTION5
<br />1042.6, 1042.7, 1405.1.6, 1503.4.4, 1516, 1416.1.5, 2303.1.4, d 2304.
<br />TERMITE PROTECTION -
<br />PLANS MUST SPEGIFY TYPE OF TERMITE TREATMENT
<br />• Soil Ghemicai 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 GHEM I GAL SOIL TERMITE TREATMENT 15 USED
<br />I. FBG 1042b - "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 1505.4.4 - Condensate and roof downspouts shall discharge at least
<br />1'-0" away from the building side 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.b - 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 5/6"
<br />thick adhered directly to the foundation wall.
<br />5. FBG 016.1.1 - Initial treatment shall be done after ail excavation
<br />and backflll is complete.
<br />6. FBG 1616.12 - Soli disturbed after the initial treatment shall be retreated
<br />including spaces boxed or formed.
<br />7. FBG 1616.1.3 - 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 />5. FBG 1616.1.4 - 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 />q. FBG I616.I5 - Concrete overpour and mortar along the foundation perimeter
<br />must be removed before exterior soil treatment.
<br />10. FBC 016.1.6 - Soil treatment must be applied under all exterior concrete
<br />or grade within 1'-O" of the structure sidewolls.
<br />II. FBG 1616.Ib - 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 I616.1.? - All buildings are required to have pre -construction treatment.
<br />13. FBG 1516.1.-1 - A certificate of compliance must be issued to the building department
<br />bU a Ilcensed 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 is in
<br />accordance with the rules and laws of the Florida Department of Agriculture
<br />and Consumer Services".
<br />14. FBG 2303.1.3 - 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 2303.1.4 - No wood, vegetation, stumps, cardboard, trash, etc.,
<br />shall be buried within 15'-0" of any building or proposed building.
<br />4. 6. 3. SOIL 15 TO BE COMPACTED TO q5% MODIFIED PROCTOR AS DEFINED BY
<br />ASTM D I55-1-ql
<br />ATTENTION: CWEMICAL C,4 ANGGES iN PRESSURE TREATED WOODS
<br />AS OF DECEMSER 31ST, 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 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 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 />AIREMSED 08-15-03
<br />AoCREATED 01-02-02
<br />120 MPH
<br />3 SEC. GUST
<br />❑ SAMUEL A. GREENSEW3, P.E. "34245
<br />❑ THUY N. HUYNH, P.E. %0122
<br />❑ iwiN J. SENSON, P.E. o4si58
<br />❑ ALI ASSAS HAKIM, P.E. S6186
<br />TO THE BEST OF THE ENGINEER'S 10MLEDGE AND BELIEF, TEE
<br />STRI,IGTURAL. PLANS AND SPECIFICATIONS COMPLY WITH TEE
<br />FLORIDA WILDING CODE. SECTION *06 FOR 120 MPEI 3 SECOND
<br />GIST, EADOSURE '08 WIND TOILE (2001 EDITION).
<br />THIS DRAIIJM AND DESIGN IS VALID FOR 12 MONTHS AFTER THE
<br />DATE IT IS SOW AND SEALED.
<br />SKI M AND SEALED FOR THE STRUCTURAL PORTION OF THIS
<br />DRAWING ONLY.
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