|
STRUGTUR AL NOTE5
<br />I. 5PEG I F IGATI ONS
<br />1. P . GONSTRUCT{ ��fi
<br />I. t. ۥ
<br />AGI 318-02 BUILDING CODE 9E6ZUIREMENT5 FOR STRUCTURAL CONCRETE
<br />AGi 530/ASGE 5/TM da2.Q� a :,! ` �Ci, I%ASGL' b/ M5 602-qq
<br />SPEGIFIGATIOKi rod j $A5C7 1 5iRUCFURE5.
<br />A6 TI' i :.; `(c y, G4T6--ql, AND CqO-q0 5PEGIFiGATiON5 FOR MA50NRY STRUCTURES
<br />I.J. 44
<br />NATIONAL DI 5ION 5PEGIFiGATION5 (ND5) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL
<br />AGGOMPANYIN6 5UPPLEMENTS.
<br />I. 1. 5.
<br />FLORIDA BU€LDING GODF (F5C), 2001 Fr?ITION
<br />"MAN.U,�L E-. 5TtI: GON5TR1JGTCN, ALLOWABLE 5TRE-55 DE516N", BY THE AMA RIGAN
<br />INEITI` At:: 0�= S-ItEL CONSTRUCTION, (AISG) qTH EDITION.
<br />"DE516N SPECIFIGATION FOR LIGHT METAL PLATE GONNEGTED WOOD TRUSSES" BY THE
<br />TRU55 PLATE INSTITUTE (TPI) igci5 EDITION.
<br />1.2. DESIGN
<br />1. 2. 1.
<br />AGI 50-02 BUILDING GORE REQUIREMENT5 FOR STRUCTURAL CONCRETE
<br />I. 2. 2.
<br />AGI 530/ASGE 5/TM5 402-qq 4 AG€ 550, I/ASGE 6/TM5 602-qq
<br />SPECIFICATIONS FOR MA50NRY STRUCTURE.
<br />1. 2. 3.
<br />ASTM G270-q , c., 7b4gt, fAK0 6&,C-qO 5PECIPIGATIONS POR MASONRY STRUCTURES
<br />1. 2. 4.
<br />NATIONAL DESioW 5PEGiFiGATlON5 (ND5) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL
<br />AC,GOMPANYING SUPPLEMENTS.
<br />1. 2. 5.
<br />PLYWOOD DESIGN 5PEGIFIGATION5 (APA)
<br />I. 2. O.
<br />FLORIDA BUILDING GODS (FBG), 2001 EDITION
<br />! SHOP
<br />DRAA I NO 5
<br />1.3. I.
<br />THERE SHALL NOT 5E ANY DEVIATION5 FROM THESE DE51C-7N PLANS BY OTHERS
<br />DURING THE PREPARATION OF SHOP DRAWINCa5 WITHOUT WRITTEN APPROVAL FROM
<br />THE ENGINEER OF RECORD.
<br />ALL SHOP DRAWiN&S ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
<br />THE COMMENCEMENT OF GON5TRUGTION.
<br />ALL ROOF AND FLOOR TRU55 SHOP ARE TO BE 516NEP AND SEALED BY A
<br />FLA. RE6. PE. AND SHALL INCLUDE : DRAWINGS AND GALGULATION5, RFAGTIONS AND
<br />BEAIRIN6 POINTS, HRACING REQUIREMENT5, AND CONNECTIONS TO
<br />SUPPORTING TRU55 MEMBERS.
<br />2. DESION LOADS
<br />2. 1. DEAD
<br />LOADS
<br />'
<br />2. 1. I.
<br />UNIT WEI&HT OF SOIL, GOMPAGTED : 120 PCF
<br />2. 1. 2.
<br />UNIT WEIGf-IT OF REINFORGED CONCRETE : 150 PGF
<br />2. 1- 3.
<br />UNIT WEI&HT OF 8" G.M.U. BLOCK : 40 PSF
<br />2. 1. 4.
<br />15T FLOOR SUPERIMPOSED LOAD : 20 P5F
<br />2. I. 5.
<br />UNIT WEIGHT OF 2x4 PARTITION WALL5 : It P5F
<br />2. 1. 6.
<br />UNIT 1^11 T OF 2xb BEARING WALLS : 12 PSF
<br />2. 1. 7.
<br />BALGONIE5 s DECKS : 15 PSF
<br />2. 1. b.
<br />TILE ROOF
<br />TOP CHORD : 15 P5F
<br />BOTTOM CHORD 10 P5F
<br />2. i. 11.
<br />5HIN61-E ROOF-
<br />TOP CHORD : -7 P5F
<br />BOTTOM CHORD : t0 PSF
<br />2. I. 10.
<br />FLOOR TRUSSES 15
<br />2. 2. LIVE LOADS :
<br />2. 2. 1.
<br />SIDEWALK AND DRIVEWAY LOAD : 200 P5--
<br />2. 2. 2.
<br />CARA&F LOADS t 50 P5F
<br />2. 2. 3.
<br />CORRIDORS AND BATHROOMS: 80 PSF
<br />2.2.4.
<br />PARTITIONED ROOMS. 40 PSF
<br />2.2.5.
<br />BALGONY AND DECKS : 40 P5F
<br />2. 2.6.
<br />STAIRWAYS AND LANDIN65 : 40 P5F
<br />2. 2. -T.
<br />ROOF: 20 PSF
<br />2. 2. 8-
<br />FLOOR TRU55
<br />TOT' GHORIJ MINIMUM : 40 PSF
<br />2. 2. q-
<br />ROOF TRU55
<br />TOP CHORD MINIMUM : 20 FSF
<br />2. 5. RAILING LOADS :
<br />ALL RAILIKO AND GUARD RAIL SYSTEM`5 ARE TO BE DE5€6NED TO WITHSTAND A
<br />CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
<br />DIRECTION ON THE RAILING.
<br />2.5. 2. ALL RAILINO AND GUARD RAIL SYSTEM'S ARE TO BE DI=5iCNED TO WITHSTAND 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 GUARDRAIL
<br />2. 3. 5- GUARDRAIL SYSTEM 514ALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
<br />HORIZONTAL LOAD APPLIED ON 1 5Q. 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 5TfRES5E5 IN THE MEMBER. COMPONENT5.
<br />2. 4_ NINE) LOADS :
<br />2. 4. 1. WIND DES16N TO BE CONDUCTED IN ACCORDANCE WITH SECT. 1606 OF THE
<br />Ft36, 2001 EDITION, AND CONDUCTED 5A5ED ON A 120 MPH, 3 SECOND OUST,
<br />EXPOSURE "B", IMPORTANCE FACTOR "I" = LO. ENCLOSED E3UIL.DIN6,
<br />2. 4. 2. NET UPLIFT DEAD LOADS - 10 PSF 5HINGLE, 15 P5F TILE
<br />2.5. DEFLEGPON5 :
<br />2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLEGTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS
<br />AND 1/240 TIMES THE SPAN FOR TOTAL LOAD.
<br />STRUCTURAL. NOTES
<br />. DIES 1 C-7N METHOD
<br />LOAF FAOTOR DESIGN
<br />3. 1. 1. THE LOAD FACTOR PE51&N METHOD WAS USED TO DE510N
<br />CAST-tN-PLACE CONCRETE SLABS AND FOOTINC-�5
<br />5. 2. 5ERV I GE LOAD DES I ON
<br />3. 2, 1_ Ti-e 5ER\/iCB LOAD DESIGN METHOD WAS USED TO DE510N
<br />MASONRY WALL5 AND LINTE1-5
<br />INTERIOR AND EXTERIOR WOOD FRAMING AND C ATHINC-
<br />STAIRS AND FLOOR FRAMINO
<br />ROOF FRAMING, SHEATHING AND UPLIFT
<br />` LAD COMBINATIONS FOR LFRD DESIONS
<br />THE FOLLOWING LOAD GOMBINATONS 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 TRU55E5 SHALL BE DE5IGNED TO RE5I5T THE WORST LOAD
<br />COMBINATION RESULTING IN THE MAXIMUM 5TRE55E5 PLACED ON THAT COMPONENT,
<br />BOTH PARTIAL, FULL, AND ALTERNATiNO SPAN LOADING ARE TO BE CONSIDERED.
<br />3. 4 DESIGN ASSUMPTIONS
<br />ALL FOUNOATION5 ARE CENTERED UNDER SUPPORTED COLUMNS AND W4LL5 UNLESS
<br />SHOWN OTi}-RWISE IN THE DE-516N PLANS.
<br />-4. MATERIALS
<br />4.1. RE I NEORG I NO STEEL :
<br />4. 1. 1.
<br />ReNFORCiNO STEEL. SHALL BE ASTM A615-`14 GRADE 40, f"y = 40 K51
<br />4. 1. 2.
<br />LAP SPLICE SHALL BE A5 FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15".
<br />4. I. 3.
<br />ALL pit-jENSION5 PERTAININO TO THE LOCATION OF REINFORGIN6 ARE TO THE
<br />CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION 15 SHOWN 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 GOUPLERS ARE TO DEVELOP 125 % OF THE REWRED
<br />YIELD 5TREN&T14 OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
<br />RECORD.
<br />4. L 6.
<br />DE510N COVER REQUIREMENTS
<br />6-1-P CONCRETE FORMED AGAINST EARTH : 3,
<br />6-1--17 CONCRETE EXPOSED TO EXTERIOR : 2"
<br />C-I-P CONCRETE NOT EXPOSED : 1 1/2"
<br />GROUT FILLED MASONRY
<br />pRF 5TRE55S17 CONCRETE LINTELS (ADD. REBAR IN) 1 1/2"
<br />PRE GAST &ROUT FILLED LINTELS (ADD. REBAR IN) : 1 1/2"
<br />4. 1. 7.
<br />WELDED HIRE FABRIC (WWF): ASTM A185-10a.
<br />4. I. 8.
<br />DETAIL REINFORGEMENT IN ACCORDANCE WITH AGI 315-LATF-5T EDITION.
<br />4. 2. GONGRETE :
<br />4. 2. I.
<br />GONGRETE TYPE
<br />MIN. 2b DAY
<br />DESIGN (f`c)
<br />MODULES OF
<br />ELASTICITY
<br />DESIGN (E)
<br />G-i-P CONCRETE (NORMAL WEI67HT)
<br />2,500 P51
<br />2,850 Ksl
<br />G-I-P GROUT
<br />2,500 Psi
<br />2,850 K51
<br />PRE CAST CONCRETE LINTEL5
<br />3,000 Psi
<br />5,122 Ksl
<br />rpP.iw STRE55ED CONCRETE LINTEL5
<br />5,000 Psi
<br />4,030 K5i
<br />4.2.2. ClJNGRETE SHALL CON515T OF I" MAXIMUM A6C-REGATE CONCRETE Mix WITH SLUMP
<br />BETWEEN 6" AND I" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL
<br />CRITERIA.
<br />4.2.3. GROUT SHALL GON515T OF PEA ROCK (3/8" MAXIMUM A66RECATE) CONCRETE. MIX
<br />WITH SLUMP BETWEEN 8" 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 GONGRETE FORMING, PLACEMENT AND GURtNo SHALL BE GONDUCiED IN
<br />AGGORDANGE WITH THE SPEGIFIGATION5 AS STATED.
<br />4.2.6. EARTH SUPPORTED 5LA55 (EXGLUDINO EXTERIOR WALKWAY5 4 DRIVEWAY5) t
<br />3 1/2" MiN. THCKNE55 W/ MIN. REINFOROEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWI= 0
<br />MID -DEPTH OF SLAB. FIBER MESH MAY BE USED I.L.O. WWF A GONTRAGTORS DISCRETION.
<br />4.2.1. CONCRETE PLACEMENT PRACTIOE5 5HALL.5E IN ACCORDANCE W/ A.L..
<br />AGI- MCP iggq STANDARDS.
<br />4. 5. CONCRETE MASONRY
<br />Fit t FD CELL5 W/ (1) #5 BAR SHALL 13E LOCATED ®8"-O" O.G. MAX, @ BOTH 511?E5
<br />OF OPENING b'-O" WIDE OR MORE, ® THE .HIGfi SIDE OF ALL MASONRY WALL
<br />STE S, ,$ a ALL GHAN6C-5 IN DIRECTION OF THE MASONRY WAL.L5.
<br />4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK 5HAL1._ BE A5TM Gq0-q0, TYPE 11
<br />NON -MOISTURE CONTROLLED.
<br />4.5.5. ALL CELLS 4 CAVITIE5 BELOW C-A ADE WILL BE FILLED W/ CONGRETE IN ALL s
<br />STEM WALL5.
<br />4.3.4. THE AG-iREC-xATE 5TRENOTH OF THE BLOCK AND MORTAR SHALL. BF F'm = 1,500 P51
<br />MINIMUM.
<br />4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
<br />GONDUGTED IN ACCORDANCE WITH THE SPEGIFIGATION5 AS 5TATED.
<br />4.3.6. MORTAR SHALL 13E TYPE "S' FOR ALL MA50NIRY GON5TRUGTION.
<br />4. 3. 7. LINTELS 5U4'f LIED BY APPROVED MANUFAGTURERt
<br />1) FECp/CAST-CIRETE CORPORATION
<br />2) POWER CONCRETE
<br />3) ALLIED PREGAST
<br />4) LOTT
<br />5) MARION MASONRY
<br />b) WIEKWA
<br />STRUCTURAL NOTES
<br />4. 4. 5TRU6TURAL LUMBER :
<br />4. 4. 1.1.
<br />INTERIOR LOAD BEARINO WALL5 5.P,F., fb = 675 PSI, E = 1200 K5i
<br />ALL EXTERIOR FRAMING 5.P.F., fb = b75 PSI, E = 1200 Ksl
<br />4. 4. 1.2.
<br />ALL FRAME WALLS TO BE 6ON5TRUCTED U51NO 5.P.F. ,
<br />STUD QUALITY OR BETTER
<br />4.4.2.
<br />ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS
<br />SHALL BE APA RATED SHEATHINC--� EXP I U.N.O.
<br />4.4.3.
<br />ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
<br />5HEAR WALLS 5HALL BE APA RATED 5HEATHIN6 EXP I U.N.Q.
<br />4.4.4.
<br />1F 055 HOARD 15 TO BE USED IN PLACE OF PLYWOOD 15 TO HAVESIMILAR IMILAR OR
<br />C-�REATER 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 CGRADE PRESSURE TREATiN6.
<br />4. 4. 6.
<br />WHEN PRE ENGINEERED TRU55E5 ARE GALLED FOR ON THE PLANS THE
<br />MANUFACTURER 15 TO SUBMIT SHOP DRAWIN05 TO THE ENGINEER OF RECORD.
<br />4. 4. -1.
<br />DE516N, FABRICATE AND ERECT WOOD TRUSSES IN AGGORDANGE WITH T44E "DE-SI&N
<br />SPECIFICATION FOR Li6HT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
<br />AN51/TP1 I-Igg5, HIB-cll AND 65T--88.
<br />4, 4. 8.
<br />UNTREATED WOOD SHALL NOT BE IN DIREGT CONTACT WiTH CONCRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
<br />4. 4. q,
<br />ALL EXTERIOR FRAME WALLS SHALL HAVE 7/8" 5TUGCO FINISH PER ASTM G. q26.
<br />APPLY 3 LAYER5 W/ THICKNESS OF T/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" TNIGK.
<br />EACH, AND 3RD LAYER I/8" THICK,
<br />4.5. FASTENERS AND TIE DONNS 1.
<br />4. 5. I.
<br />FASTENERS AND TIE DOWNS SHALT CON515T OF BUT ARE NOT LIMITED TO
<br />SHAPES, ANOLE5, CHANNELS : ASTM A36-36M q4 Fy = 36 Ksi
<br />ROUND METAL PIPE t A5TM A53-14, &RAPE B Fy = 35 Ksi
<br />SQUARE METAL TUBIN0 : A5TM A500--q4, 6RADE B Fy = 46K51
<br />HIGH 5TIREN&TH BOLTS : ASTM A325-q4
<br />MACHINE BOLTS : GALVANIZED A5TM A307-614
<br />4. 5. 2.
<br />SHEET METAL AGGE55ORIE5 SHALL CONFORM TO: Fut = 33KsiWITH CqO
<br />GALVANIZED GOATINf IN ACCORDANCE WITH A5TM 25-8-7.
<br />4.5.3.
<br />NAILS SHALL GON515T OF: COMMON W€RE NAILS WiTH MINIMUM DIAMETER AS
<br />FOLLOWS. E5d = 0.113", 1Od = 0.128", 12d = 0.128", 16d = 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-GORR051VE COATING BY MANUFACTURER
<br />PRIOR TO INSTALLATION,
<br />4. 5.5.
<br />ALL FASTENER5 AND TIE DOWN5 ARE TO PROVIDE THE UPLIFT CAPACITY GALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />4. 5. b.
<br />ALL FASTENER TIE DOWN5, BEAM HANrER5, ..1015T HANGER5, AND FLOOR TRU55
<br />STRAPPING ARE TO 13E INSTALLED IN ACCORDANCE WITH THE. PLANS AND
<br />SPECIFICATIONS.
<br />4.5. 7.
<br />CONCRETE EMBEDDF..D 'J' BOLTS U5ED FOR UPLIFT ARE TO BE WET SET PRIOR TO
<br />INITIAL 5ET OF THE GONGRETE, 5PAGING AND ALIGNMENT ARE TO 13E IN AGGORDANGE
<br />WITH THE DE510N PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLAN5.
<br />4. ✓, 8,
<br />CONCRETE EMBEDDED TIE DOWN5 USED FOR TRU55 AND WALL UPLIFT ARE TO t3E
<br />PLACED AROUND EMBEDDED REINFORGINC7 PRIOR TO PLAGING GROUT.
<br />4. 6. MIGR.O-LAM
<br />LUMBER.-
<br />4. 6. 1.
<br />MICRO -LAM STRESS &RAPES, SHALL PROVIDE THE FOLLOWINC-� MINIMUM PROPERTE5:
<br />E = 2,000,000 PSI
<br />Fb = 2,cI50 Pal
<br />Ft = 1,850 P51
<br />Fc = 500 Pal (PERPENDIGULAR)
<br />Fc = 2,100 (PARALLEL)
<br />Fv = 285 PSI
<br />4. -7. STEEL:
<br />4.1 1. INSTALLATION OF ALL STEEL. TO BE PERFORMED 13Y AN EXPERIENGED, QUALIFIED
<br />STEEL ERECTOR.
<br />4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.1.5.G.
<br />"SPECIFICATION FOR THE DE516N, FABRICATION, AND ERECTION OF STRUCTURAL
<br />STEEL FOR BUILDINC55".
<br />4. 7. 3. 5T'RUGTURAL STEEL: A5TM A36-36M q4.
<br />4. Z. 4. 5TEEL TUBING: A5TM A500-q4, GRADE B.
<br />WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM 51ZE FILLET WELDS 3/6", AWS
<br />CERTIFIED WELDERS. CERTIFICATION PAPERS TO 13E SUBMITTED UPON REGUEST.
<br />4. 7. 6. WHERE 5TEEL BEAMS, ARE CONTINUOUS OVER COLUMNS, PROVIDE NE13 STIFFENER
<br />PLATES ON EACH 51DE 01= THE WEB, OF A THIGKNE55 EQUAL TO BEAM FLANGE
<br />THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE OOLUMN.
<br />THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
<br />SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
<br />ELEMENTS ARE IN PLACE.
<br />STRUCTURAL NOTES
<br />4. 8. SOIL:
<br />4. 8. 1. MINIMUM 501L BEARING PRESSURE GAPAGITY OF 2000 PSF,
<br />4. D. 2. ALL SOIL 15 TO BE GLEAN 8 P015O D FOR .TERMITE5 PER FBG 2001 SECTIONS
<br />104.2b, 104.23, 1403.1.6, 1503.4.4, 1816, 1116.7.5, 2303.I.4, 8 2304.
<br />TERMITE RROTEGT ON -
<br />PLANS MAST SPEGIFY TYPE OF TERMITE TREATMENT
<br />0 Soil Ghemicol Borrier Method
<br />• Other treatment - Must specify proposed method and submit documentation, which
<br />5ubstantlates the proposed method, is an approved termite protection 5y5tem or method.
<br />IF CHEMICAL 501L TERMITE TREATMENT IS USED
<br />1. F5G 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 />i`-O" away from the building side walls.
<br />3. FBC 1505.4.4 - Irrigation/sprinkler systems including all risers and
<br />spray heads shall not be installed within 1'-0" of the building side Nall.
<br />4. FBG 1403.1.6 -- 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 wail.
<br />5. FSG 1&1611 - Initial treatment shall be done after all excavation
<br />and backf ll is complete.
<br />6. FBG 18I6.1.2 - 5oi1 disturbed after the initial treatment shall be retreated
<br />including spaces boxed or formed.
<br />-7. FBG 1816.15 - Boxed areas in concrete floors for 5ub5ecpent 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 soil 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 />q. FBG lSib.i.5 - Concrete overpour and mortar along the foundation perimeter
<br />must be, removed before exterior soil treatment.
<br />10. FBG IS11616 - Solt treatment must be applied under all exterior concrete
<br />or grade, within 1'-0" of the structure 5idewalls.
<br />i1. FBG 18I6.1.6 - 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 181b.t.-T - All buildings are rec[uired to have pre -construction treatment.
<br />15. FBG 18Ib.1.-T - A certificate of compliance must be issued to the building department
<br />by a licensed pest control company before a certificate of occupancy will be 1s5ued.
<br />TFie certificate of compliance shall state: "The building has received a complete
<br />treatment for the prevention of subterranean termites. The treatment I5 in
<br />accordance with the rules and laws of the Florida Department of Agriculture
<br />and Consumer Services".
<br />14. FBG 2305.1.3 - After all work 15 completed, loose wood and fill must be removed
<br />from below and within 1'-0" of the building. This includes all grade 5take5,
<br />tub trap boxes, forms, shoring or other cellulose containing material.
<br />15, FBG 2500.1.4 - No wood, vegetation, stumps, cardboard, trash, etc.,
<br />shall be burled within I5'-O" of any building or proposed building.
<br />4. 8. 3. 501L 15 TO 13E COMPACTED TO c15% MODIFIED PROCTOR AS DEFINED i31'
<br />A5TM D 1557-qi
<br />ATTENTION: CHEMICAL CHANGES IN SSUF�E TSZEATED, WOODS
<br />AS OF DECEMeER BIST, 2003, CHROMATED COPPER ARSENATE (CCA -C)
<br />WiLL NO LONGER 15E F RODUCED FOR RESIDENTIAL OR GENERAL
<br />CONSUMER uSE, SEVERAL NELIJ 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 RESPONSIBILITY TO VERIFY THE TYPE OF SOD
<br />TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST
<br />COW06ION. FOR EXAMPLE, ACO-C, ACQ-D, CeA-A, OR CA-5 REQUIRE
<br />HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM
<br />$ORATE (85X) DOES NOT.
<br />At REVISED 08-75-03
<br />�0 CREATED 01-02-02
<br />120 MPH
<br />3 SEC. GUST
<br />■
<br />TWUY W. HUYNW, PE, 460122
<br />EIALi A55,45
<br />a. i , •A.
<br />ti tr - ♦
<br />WST, E>q*0SIJ1M'5` WIND ZONE (2001 EDITION),
<br />DATE IT IS SIC44M AND SEALED.
<br />DRAUAW4 ONLY.
<br />-T T--
<br />-. i - - i� MIFF I!TFTi f i w ai :I�IG� �i � C,i.. l: II:;II1 �.9 C �. i 1 1- Trl- 1
<br />-
<br />
|