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STRUGTURAL NOT
<br />f. SPECIFIGATIONS
<br />I. 1. GONSTRUC,TION
<br />AGI 515-02 BJILDIN& CODE REG2UIREMENT5 FOR STRUOTURAL CONCRETE
<br />AGI 530/ASCE 5/TMI-- m ; .n,'< ` 'C , lit 5 f / M5 602-qg
<br />5F'EGii 10AT1c?N� 13atON`1RUGTUR.
<br />G476--q1, AND GqO-q0 5PEGIFic-ATION5 FOR MASONRY 5TR1GTURF_5
<br />f 1-
<br />NATIONAL DL51&N SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION. 20OI EDITION, AND ALL
<br />AGGOMPANYINC 5UPPLEMIENTS.
<br />FLORIDA BUILDING CODE (FB, ). 200l Ft?ITiON
<br />�i L GCkSTRUGT€ON, ALLOiNABL.E 5TRE-55 DE51ON", 13Y THE Af-tR16AN
<br />IN' DTI T!) S'ftEL GONSTRUCTEON, (Al5G) qTH EDITION.
<br />"DE=SIGN SPECIFICATION FOR LI&HT METAL PLATE CONNECTED WOOD T1RU55E5" BY THE
<br />TRUSS PLATE INSTITUTE (TPI) lgg5 EDITION.
<br />1. 2. DESIGN
<br />1. 2. 1.
<br />AGI 3U8-02 BUILDING CODE REOUIREMENT5 FOR STRUCTURAL GONGREEE
<br />1. 2. 2.
<br />AGI 530/ASGE 5/1M5 402-cicl l� AGI 550, I/A5GE 6/TM5 602-qq
<br />5PECIFICATION5 FOR MA50WY STRUGTURi=-5.
<br />A5TM 0210-02, G4rbwgi, Alm O-gD Gi} 1GATI01 FOR MASOONRY 5TRUGTURE5
<br />1. 2. 4.
<br />NATP0t4Aj i65W SPEGIFIGATION5 (ND5) FOR WOOD GONSTRUCTIOR 2001 EDITION, AND ALL
<br />A6(-,0MPANYIN& SUPPLEMENTS.
<br />t. 2. 5,
<br />PLYWOOD DESIGN SPECIFICATIONS (APA)
<br />I. 2. 6.
<br />FLORIDA BUILDING CODE (FBO), 2001 EDITION
<br />1 SHOD'
<br />DRAW I NO S
<br />1. 3. 1.
<br />THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DE51c% PLANS BY OTHERS
<br />DURIN& THE PREPARATION OF SHOE' DRAWINC-6 WITHOUT WRITTEN APPROVAL FROM
<br />THE ENCINEFR Oi' RECORD.
<br />k• 3- 2•
<br />ALL SHOP DRAHiN65 ARE TO BE SUBMITTED TO THE ENOINEER OF RECORD PRIOR TO,
<br />TI-E COMMENCEMENT OF GON51-RUCTION.
<br />ALL ROOF AND FLOOR TRUSS SHOP DRAWiN&5 ARE TO BE 516NED AND SEALED BY A
<br />FLA. RE&. PE. AND SHALL INCLUDE : DRAWIN65 AND CALCULATIONS, REACTIONS AND
<br />E3EARlNG POINTS, BRACIN ,, REOUIREMENT5, AND CONNECTIONS TO
<br />5UPPORTIN6 TRU55 MEMBERS.
<br />2. DES I ON LOADS
<br />2. 1. DEAD
<br />LOADS
<br />2. 1, I.
<br />UNIT WEIGHT OF SOIL, COMPACTED : 120 PGF
<br />2. 1, 2.
<br />UNIT i^IEI644T OF REINFORCED GONGRETE= : 150 PGF
<br />2. t. 3.
<br />2. 1. 4.
<br />UNIT WEICtiHT OF 8" G.M.U. BLOCK : 40 PSF
<br />2. i. 5.
<br />15T FLOOR SUPERIMPOSED LOAD : 20 P5F
<br />UNIT WEIC-HT OF 2x4 PARTITION WALLS ; it P5F
<br />2. 1.
<br />UNIT 1110 HT OF 2xb BEARIN& WALLS : 12 PSF
<br />2. 1- b,
<br />BALCONIES 4 DECKS : 15 P5F
<br />TILE ROOF
<br />TOP CHORD : 15 P5F
<br />2. 1. q.
<br />BOTTOM CHORD : 10 P5F
<br />Sl-IINOLE ROOF
<br />TOP CHORD : 7 P5F
<br />BOTTOM CHORD 10 P5F
<br />2. 1. i0.
<br />FLOOR TRUSSES 15
<br />2. 2. LIVE LOADS
<br />2. 2. 1.
<br />51DEWAl._K AND DRIVEWAY LOAD :
<br />200 PSF
<br />2.2.2.
<br />CARAC--E LOADS :
<br />50 P5F
<br />2.2.3.
<br />GORRIPORS AND BATHROOMS:
<br />80 P5F
<br />2.2.4.
<br />PARTITIONED ROOMS :
<br />q� PSF
<br />2.2.5.
<br />BALCONY At ID DECKS :
<br />40 P5F
<br />2. 2. 6.
<br />5TAIRWAY5 AND LAWIN65 :
<br />40 P5F
<br />2. 2. 7-
<br />2. 2. 8.
<br />ROOF.
<br />FLOOR TRU55
<br />20 PSF
<br />TOP CHORD MINIMUM :
<br />40 PSF
<br />2. 2. q.
<br />ROOF TRUSS
<br />TOP CHORD MINIMUM :
<br />20 P5F
<br />2. 3. RAILINO LOADS.
<br />2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM`5 ARE TO BE DESIGNED TO WITHSTAND A
<br />GONGENTRATED LOAD OF 200 POUNDS APPLIET7 AT ANY POINT AND iN ANY
<br />DIRECTION ON THE RAIE_INO.
<br />2. 3. 2. ALL RAILING AND GUARD RAIL 5Y5TEM'S ARE TO BE DE-51ONED TO k4ITH5TAND A
<br />HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A 51MULTANEOUS LOAD
<br />OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE- TOP OF THE C/UARDRAIL
<br />2. 5. 3. &UARDRAIL SYSTEM SHALL 13E DE=510NED TO WITN5TANt7 200110 GONGENTRATEP
<br />HORIZONTAL LOAD APPLIED ON 1 50. FT. AT ANY POINT 1N THE; SYSTEM.
<br />2.3.4. 23,1., 2.3.2 $ 2.3.5. ARE NOT REOUiRE=D TO BE APPLIED SIMULTANEOUSLY, 13UT EACH
<br />5RALL BE APPLIED TO PRODUCE THE MAXIMUM 5TF2E55ES IN THE MEMBER COMPONENTS.
<br />2. 4_ WIND LOADS:
<br />2. 4. 1. NINO OE5€ON TO BE CONDUCTED IN ACCORDANCE WITH SECT. 160E OF THE
<br />FBG, 2001 EDITION, AND CONDUCTED BASED ON A 120 MPH, 3 SECOND &UST,
<br />EXPOSURE "B" IMPORTANCE FACTOR "l" = t.0, ENGLOSED BUILDING.
<br />2. 4. 2. NET UPLIFT DEAD LOADS - 10 PSF SHIN&LE, 15 P5F TILE
<br />2. 5. DEFLGTIONS :
<br />2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO I/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 />�. I. LOAI? FACTOR DE51CN :
<br />5. 1. 1. THE LOAD FACTOR DE516N METHOD WAS USED TO DE516N
<br />GA5T-iN-PLACE CONCRETE SLABS AND FOOTiN66
<br />3. 2. 5ERV I GE LOAD DE51 ON
<br />3. 2. 1- THE SERVICE LOAD DESIGN METHOD WAS USED TO DE510N
<br />MA50N%Y WALL5 AND LINTS=1-5
<br />INTERIOR AND EXTERIOR WOOD FRAMING AND 5H) ATHIN&
<br />STAIRS AND FLOOR FRAMING
<br />ROOF FRAMING, SHEATHING AND UPLIFT
<br />�3, 3. LOAD GOM331NATION5 FOR LERD DE516N5
<br />THE FOLLOWIN& LOAD COMBINATIONS MERE DE ICNED FOR
<br />TOTAL DL + FLOOR I I + ROOF LL
<br />TOTAL DL. + FLOOR I I + WL
<br />TOTAL i>L + WL
<br />3. 3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DE5IC7NFD TO RESIST THE WOR5T LOAD
<br />COMBINATION RESULTING IN THE MAXIMUM 5TRE55E5 PLACED ON THAT COMPONENT.
<br />BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE GON5I0ERED.
<br />3 4. DE516,N A55UMPTION5
<br />3. 4. 1. ALL FOUNDATION5 ARE GENTERED UNDER SUPPORTED CDLUMN5 AND HALLS UNLESS
<br />SHOWN OTHERWISE IN THE DE-51ON PLANS.
<br />4. MATER I AL5
<br />4.1. RE I NHORG I NO 5TEEL
<br />4. 1. 1.
<br />REINFORCING 5TEEL SHALL BE ASTM A615-14 64 ADE 40, f'ty = 40 Kai
<br />4. 1. 2.
<br />LAP 5PLICE SHALL BE A5 FOL.LOI6: #5 BAR 25", #4 BAR 20", #5 BAR 15",
<br />4. I. 5.
<br />ALL DIMEN51ON5 EERTAININCC TO THE LOCATION OF REINFORGING ARE TO THE
<br />CENTERLINE OF EACH BAR EXCEPT Y4-lERF THE COVER DIMENSION 15 SHOWN TO THE
<br />FACE OF THE CONCRETE.
<br />4. 1. 4.
<br />RE~INFORCEN& DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
<br />4. 1. 5.
<br />REINFoROIN& MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE 1REGUIRED
<br />Y€ELD STRENGTH OF THE BAR AND A1'E TO BE APPROVED BY THE ENGINEER OF
<br />RECORD.
<br />4. I. 6.
<br />OE5ION COVER RE001 REMENT5
<br />0-1-P GONGFRETE FORMED A6AEN5T EARTH : 3,
<br />G-I-P GONGRETE EXPOSED TO EXTERIOR : 2"
<br />6-1-P CONCRETE NOT EXPOSED : 1 1/2"
<br />OROUT FILLED MASONRY: 3/4"
<br />PRE 5TRE55ED GONGRE=TE LINTF_L.5 (ADD. REBAR IN) € 1/2"
<br />151RE CAST &ROUT FILLED LINTELS (ADD. REBAR IN} : 1 1/2"
<br />4, 1. 7.
<br />WELDED WIRE FABRIC, (WWF): ASTM A185-gOa.
<br />4. 1.;5,
<br />DETAIL REINFORCEMENT iN AGGORDANCE WITH AGI 3i5-LATE5T EDITION.
<br />4. 2. GONGRETE :
<br />4. 2. I.
<br />4. 2. 2.
<br />4.2.5.
<br />4.2.4.
<br />GONGRETE TYPE
<br />MIN..28 DAY
<br />OE516N (f`c)
<br />MODULES OF
<br />ELASTICITY
<br />PE516N (E)
<br />C-I-P CONCRETE (NORMAL WEi&HT)
<br />21500 P51
<br />2,850 Kai
<br />G-I-P &ROUT
<br />2,500 Psi
<br />2050 Kai
<br />PRE GA5T GONGRETE LINTELS
<br />3p00 Psi
<br />5,122 Ksf
<br />LF'; SiRiraSFD GONG12E-7E 1-INTELS
<br />5,000 P51
<br />4,030 K51
<br />CONGREiE SHALL GON515T OF I" MAXIMUM A&CRE&ATE CONCRETE MIX WITH SLUMP
<br />BETWEEN 6" AND 7" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL
<br />CRITERIA.
<br />GROUT SHALL GON515T OF PEA ROCK (3/8" MAXIMUM A&CPE&ATE) CONCRETE MIX
<br />WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
<br />ADDITIONAL CRITERIA.
<br />CONSTRUCTION JOINTS WILL BE PERMITTED
<br />4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND GURtNC SHALL BE GONDUCTED IN
<br />ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
<br />4. 2. 6. EARTH SUPPORTED SLABS (EXGLUDINO EXTERIOR WAL-KWAY5 & DRIVEWAY5) :
<br />3 1/2" MIN, THICKNE55 W/ MIN. REINFORGEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF
<br />Mil?-DFPrt_H OF SLAB. FIBER MESH MAY BE USED I.L.O. WWF ® GONTiRAGTOR5 D15GRETION.
<br />4. 2. 7. CONCRETE PLACEMENT PRACTIGE5 5HA1..I. DE iN ACCORDANCE W/ ALL..
<br />AGI-- MCP Iagg STANDARDS.
<br />4.5. GONGRETE MA50NRY
<br />4. 3. 1. FILLED CELL5 W/ (1) #5 BAR SHALL BE LOCATED @ 8'-O" O.C. MAX, C F3OTH 51DE5
<br />OF OPENIN66 6-0" HIDE= OR MORE, @ THE HIC-�H 51DE= OF ALL MASONRY WALL
<br />57Ep5, t g ALL GHANC- E-5 IN DIRECTION OF THE MASONRY WALLS.
<br />4.5.2. LOAD BEAREN& GONGRETE MA50NRY BLOCK SHALL BE A5TM Gq0-q0, TYPE 11
<br />NON-M01511JiE CONTROLLED.
<br />4.5.5. ALL GFLiS d CAVITIES BELOW GRADE WILL BED FILLED W/ CONCRETE IN ALL
<br />STEM WALLS.
<br />4. 5. 4. THE A&C"i-REOATE STREN&TH OF THE E3LOGK ANp MORTAR 5HALL 13E F'm � 1,500 PSI
<br />MINIMUM.
<br />4.3.5. METHOD OF GONGF; E=TE MA50NRY PLACEMENT AND CON5TRU6-TION SHALL BE
<br />CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
<br />4.3.1b. MORTAR SHALL BE TYPE "5" FOR ALL MASONRY CONSTRUCTION.
<br />4. 3, 7. LINTEL5 SUPPLIED BY APPROVED MANUFAGTURRER:
<br />1) FEGP/CAS-r-GRETE CORPORATION
<br />2) POWER CONCRET=
<br />3) ALLIED PRECAST
<br />4) LOTT
<br />5) MARION MASONRY
<br />b) WIEKWA
<br />STiRUGTURAL. NOTES
<br />4. 4. STRUGTUR AL LUMBER ;
<br />4, 4. 1.1.
<br />iNTERiOR LOAD BE AFRiN& WALLS 5.P.F., fb = 675 P51, E = 1200 K51
<br />ALL EXTERIOR FRAMING 5.P.F., fro = (575 PSI, E = 1200 K51
<br />4. 4. 1,2.
<br />ALL FRAME WALL5 TO BE CONSTRUCTED U51146 5.P.F. ,
<br />STUD 6A)ALITY OR BETTER
<br />4. 4.2.
<br />ALL PLY€ HOD USED FOR EXTERIOR APPLICATIONS
<br />SHALL BE APA RATED 5HEATHIN& FXP I U.N.O.
<br />4. 4. 3.
<br />ALL PLYWOOD USED FOR INTERIOR APPLIGATION5 SUCH A5 SUB FLOORING AND
<br />SHEAR WALL5 SHALL BE APA RATED 5HEATHIN& EXP I U.N.Q.
<br />4.4.4.
<br />1F 055 50ARD 15 TO BE USED IN PLACE OF PLYWOOD E5 TO HAVE SIMILAR OR
<br />GPEATER SECTION PROPERTIES.
<br />4. 4. 5_
<br />ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD iN
<br />CONTACT WITH CONCRETE 15 TO RECEIVE A STANDARD Tom. RARE PRE-55URE TREATING.
<br />4.4.6.
<br />HHEN PRE ENOINEERED TRU55E!a ARE CALLED FOR. ON THE PLANS THE
<br />MANUFACTURER. IS TO SUBMIT SHOP DRAWIN65 TO THE ENGINEER OF RECORD,
<br />4.4.1.
<br />DE51&N, FABRICATE AND ERECT WOOD TRUSSES IN AGGORDANGE WITH T+jE `D - 1,5N
<br />SPECIFICATION FOR 1-16HT METAL PLATE CONNECTED WOOD TRU55E5" SY THE
<br />ANS!/TPI 1-Igg5, HiB-11 AND 05T--e0-
<br />4. 4, 6.
<br />UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATE-5
<br />SHALL BE PROVIDED AT BEAR€N& LOCATIONS WITTiOUT WOOPEN TOP PLATES.
<br />4. 4. q.
<br />ALL EXTERIOR FRAME HALLS SHALL HAVE 7/8" STUCCO FINISH PER ASTM G. q2b.
<br />APPLY 3 LAYEIR5 W/ T OKNE55 OF 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" 'THICK.
<br />EACH, AND 3RD LAYER 1/8" THICK.
<br />4. 5. EASTENER5 AND TIE DOWNS
<br />FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO :
<br />SHAPES, ANOLE5, CHANNELS : ASTM A36-3bM q4 Fy = 36 Kai
<br />ROUND METAL PIPE : A5TM A53-44, 6RADF B Fy = 35 Kai
<br />5QUAIRE METAL TUBINC, : A5TM A500--0[4, GRADE B Fy = 461<51
<br />HIGH 5TRENOTH BOLTS : A5TM[ A325-q4
<br />MACHINE BOLTS : GALVANIZED A5TM A307-G14
<br />4. 5. 2.
<br />SHEET METAL ACCESSORIES SHALL CONFORM TO : Fy = 33K5114ITH Cq0
<br />0ALVANIZED COATING IN ACCORDANCE WITH A5TM A525-87.
<br />4.5.3.
<br />NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER A5
<br />FOLLOW5 : Sd = 0.115", 10d = 0.128", l2d = 0.12&", trod = 0.135".
<br />4. 5. 4.
<br />ALL FASTENERS AND TIE DOWN5 EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
<br />APPLICATION ARE TO RECEIVE AN ANTI-6ORRO51VE COATINGS BY MANUFACTURER
<br />PRIOR TO INSTALLATION.
<br />4. 5. 5,
<br />ALL FA5TENE125 AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
<br />FOR IN THE PLAN5 ARE A MINIMUM.
<br />4. 5. 6.
<br />ALL FASTENER TIE DOteIN5, BEAM HANGERS, J015T HANGERS; AND FLOOR TRUSS
<br />5TRAPPIN& ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
<br />5PEGiFIGATION5.
<br />CONCRETE EMBEI7DED 'J BOLTS USED FOR UPLIFT ARE- TO BE WET SET PRIOR TO
<br />INITIAL SET OF THE GONGRIFIE, 5PACiN6 AND ALIGNMENT ARE TO BE IN ACCORDANCE
<br />WITH THE DE510M PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
<br />4. 5. 8.
<br />CONCRETE EMBEDDED TIE DOWNS 115ED FOR TRU55 AND WALL UPLIFT ARE: TO BE
<br />PLACED AROUND EMBEDDED REINFOIRGIN& PRIOR TO PLACING GROUT.
<br />4. 6. M I GRO-LAM
<br />LUMBER:
<br />4. 6- 1.
<br />MirRO-LAM STRE55 &RADE5 SHALL PROVIDE THE FOLLOWINO MINIMUM PROPERTIE~5:
<br />E = 2,000,000 P51
<br />Flo = 2,150 PSI
<br />Ft = 1050 PSI
<br />Fc, = 500 PSI (PERPENDICULAR)
<br />Fc = 2,700 (PARALLEL)
<br />Fv = 285 PSI
<br />4. -7. STEEL:
<br />4. 7. 1. INSTALLATION OF ALL STEEL. TO BE PERFORI`EP BY AN EXPERiENGFD, QUALIFIED
<br />STEEL ERECTOR.
<br />4.7.2. FABRICATE: AND ACT ALL STRUCTURAL STEEL IN AGCORDANGE WITH A.I.5.C.
<br />"5PECiFICATION FOR 1-HE DE516N, FABRICATION, AND ERECTION OF 5TRUGTURAL
<br />STEEL FOR B1ILDIN05".
<br />4. 7. 3, 57RUGTURAL STEEL: A5TM A36-3bM g4.
<br />4.7.4. STEEL TUSINC: ASTM A500-q4, GRADE B.
<br />4.1.5, 1,-F� CONNECTIONS: E70XX F_LEGTRODE5, MINIMUM 51ZE FILLET WELDS 3/Ib" AW5
<br />CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE 5UBMITFED UPON REOUE5T.
<br />4.1.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE VE13 STIFFENER
<br />PLATES ON EACH SIDE OF THE WE 5, OF A TH16KNE55 EQUAL TO BEAM FLAN nSE
<br />THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN,
<br />THE STEEL FRAME 15 "NON -SELF SUPPORTING". ADEQUATE TEMPORAR ( SUPPORT
<br />SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
<br />ELEMENTS ARE IN PLACE.
<br />STRUGTURAL NOTES
<br />4. 95. SOIL:
<br />4. b. 1. MINIMUM 501L 5 AARIN6 PRESSURE CAPACITY Of-- 2000 PSF.
<br />4. a. 2. ALL SOIL IS TO BE GLEAN I P015ONED FOR TERMITES PER F5C 200E 5EGTION5
<br />104.2b, 104.27, AO3.ib, 1503.4.4, 1816, tg167.5, 2303.€.4, a 2304.
<br />TERMITE PROTECTION
<br />PLAN5 MUST 5PEG I EY TYI✓'E OF TERMITE TREATMENT
<br />• 5oll Chemicol Harrier Method
<br />• Other treatment - Must specify proposed method and submit documentation, which
<br />5vb5tantiote-s the proposed method, is an approved termite protection 5y5tem or method.
<br />IF CHEMICAL SOIL 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 shali be provided.
<br />The 5len shall be posted near the water heater or electric panel"
<br />2. F=BG 1503.4.4 - Condensate and roof downspouts shall discharge at least
<br />P-O" away from the building side "olla,
<br />3. FBC 1503.4.4 - Irrigation/sprinkler systems including all rN5era and
<br />spray heads 5hoil not be €n5talied within P-O" of the building side wail.
<br />4. FBG 1403.1.E - To provide for Inspection for termite €nFestotion, 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 wail.
<br />5. FBG 181611 - Initial treatment Shall be done after ail excavation
<br />and backfifl 15 complete.
<br />b. FBG 181b.1,2 - Soil disturbed after the initial treatment shall be retreated
<br />Inciuding Spaces boxed or formed.
<br />7. FBG fai6.1.3 -- Boxed areas in concrete floors for subsequent Installation of trop5,
<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 5oll after the initial treatment.
<br />8. FBG 1816.1.4 - Minimum b 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. i=BG l8lb.I.5 - Concrete overpour and mortar along the foundation perimeter
<br />must be removed before exterior soil treatment.
<br />10. FBG 1816.1.6 - Sol] treatment must be applied under all exterior concrete
<br />or grade within 1'-O" of the structure 51dewall5.
<br />11. Ff3C 1816.1.6 - An exterior vertical chemical barrier must be installed after
<br />construction 15 complete, including landscaping and irrigation. Any sail disturbed
<br />after the vertical barrier is applied, shall be retreated, .
<br />12. F5-- 1816.17 - Alt buildings are required to have pre-con5truction treatment.
<br />15. F56- 1i51b.1.7 - A certificate of compliance moat be Issued to the buliding department
<br />bq a licensed pest control company before a certificate of occupancy "Ill be la5ued.
<br />The certificate of compliance shall State: "The building has received a complete
<br />treatment for the prevention of Subterranean termites. The treatment f5 In
<br />accordance with the rules and Iowa of the Florida Department of Agriculture
<br />and Consumer 5ervtce5".
<br />€4. FBr- 2303.1.3 After all work 15 completed, loose wood and fill must be removed
<br />From beiow and within P-O" of the building. Thle includes all grade stakes,
<br />tub trap boxes, form5, shoring or other cellulose containing material.
<br />15. FBG 2505.1.4 - No wood, vegetation, stumps, cardboard, trash, etc.,
<br />shall be buried within I5'-0" of any bullding or propa5ed building.
<br />4. 8. 3. SOIL IS TO BE COMPACTED TO q5% MODIFIED PROCTOR A5 DEFINED E3,r
<br />ASTM D I557-qi
<br />ATTENTION: CHF- i I C,4L CHANGES IN PRESSURE THE ATE D U000 S
<br />AS OF DECEM5ER 315T, 200a, CHROMATED COPPER ARSENATE CCCA-C)
<br />WILL NO LONGER 5E PRODUCED FOR RESIDENTIAL OR GENERAL
<br />CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES
<br />HAVE 5EIEN CREATED TO REPLACE CC4-C. MANY OF THE NEW FFMISSURE
<br />TREATED WOODS USE CHEMICALS TWAT 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, ACC -C, ACQ-D, C5A-A, OR C4=5 REQUIRE
<br />#SOT-DiPPED GALVANIZED OR STAINLESS STEEL FASTENER$. DOT SODIUM
<br />$ORATE (615X) DOES NOT.
<br />10 REVISED 08-15-03
<br />Ao�.CREAiID01-02-d2
<br />120 MPH
<br />3 SEC. GUST
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<br />. 04S-15a
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