|
. SPEGIFIGATIONS
<br />1. 1. GONSTRUG. T40-14
<br />AGI 50-02 BUILDIN& COVE i EGUIREMENT5 FOR STRUCTURAL GONGRE-TE
<br />AGI 530/A5GE 5/TMG ec*a � 1 a y�l, ' ,0, l/t SO fi/iMS bO2-�Iq
<br />F
<br />SPEGIFIO .TIOid r A lw. SiTGURES.
<br />6476-6II, AND GqO- FO 5PEGIFIGATION5 FOR MASONRY STRIIGTUR 5
<br />t• 1. `1
<br />NATIONAL DE516N 5PEGIFiGATION5 (ND5) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL
<br />AGGOMPANYIN6 SUPPLEMENTS.
<br />FLORIDA BUILDING CODE (FBC).200t ?':TION
<br />"MAa1IrW-, Of S1tffL 6-dNSTRU6TION, ALLOWABLE 5T€ E-55 DE516N", BY THE AfItRIGAN
<br />IN aTl`II)% STEEL CONSTRUCTION, (AI5G) qTH EDITION.
<br />"C`E51ON 5PErGIF1GATION FOR LIC-a�€•lT METAL PLATE CONNECTED WOOD TRU55E5" BY THE
<br />TRUSS PLATE INSTITUTE (TPI) Igg5 EDITION.
<br />1.2. DESIGN
<br />1. 2. 1.
<br />AGI 50-02 BUILDING GODS REQUIREMENTS FOR STRUCTURAL GONr-RE E
<br />1. 2. 2.
<br />AG€ 530/ASGE 5/TM5 402-1q I$ AGI 550, I/ASGE b/TMS 602-qq
<br />SPECIFICATIONS FOR MASONRY STRUCTURES.
<br />1. 2. 3.
<br />ASTM G270q2, a476- U, AND i}&jO-g0 SPP-cIPICATION5 t C)k MA50NiRY 5TRUCTURES
<br />1.2.4.
<br />NATIONAL M,16W SPECIFICATIONS (ND5) FOR WOOD CONSTfRUG7'ION, 2001 EDITION, AND ALL
<br />AG`(-,0MPANYING SUPPLEMENTS.
<br />1. 2. 5.
<br />PLYWOOD DE516N SPECIFICATIONS (APA)
<br />I. 2. 6.
<br />FLORIDA BUILDtN& CODE (FEY--), 2001 EDITION
<br />I. 5 • SHOP DRAW 1 NG S :
<br />THERE SHALL NOT BI; ANY DEVIATIONS FROM THESE: D-515N PLANS 13Y OTHERS
<br />DURING THE PREPARATION OF SHOP PRAWING5 WITHOUT WRITTEN APPROVAL FROM
<br />THE: EN51WER OF RECORD.
<br />ALL.. SHOP DRAin€IN&S ATE TO E3E 5UBMITTE'D TO THE EN&INEEIR OF RECORD PRIOR To,
<br />THE COMMENCEMENT OF CONSTRUCTION.
<br />t• 3. 3- ALL ROOF AND FLOOR TRU55 SHOP DRAWIN&5 ARE To BE SIGNED AND SEALED BY A
<br />FLA. Ri=6. PE. AND SHALL INCLUDE : DRA.WIN65 AND CALCULATIONS, REAGTIONS AND
<br />13EARINO POINTS, BRACINe REGtUIREMENT5, AND CONNECTIONS TO
<br />5UPPORTIN5 TRU55 MEMBERS.
<br />2. DESIGN LOADS
<br />2.1. DEAD
<br />LOADS
<br />2. 1. I.
<br />UNIT kNBC-7HT OF SOIL, COMPACTED :
<br />120 PGF
<br />2. €. 2.
<br />UNIT WEI6+4T OF REINFORCED CONCRETE :
<br />150 PGF
<br />UNIT 1�1&HT OF 5" G.M.U. BLOCK :
<br />40 PSF
<br />15T FLOOR SUPERIMPOSED LOAD.
<br />20 P5F
<br />2. 1. 5.
<br />UNIT WEIGHT OF 2x4 PARTITION WALLS :
<br />II P5F
<br />UNIT WEIGHT OF 2xb 5EARIN& HALLS:
<br />12 PSF
<br />BALCONIES s 51EGK5 :
<br />15 P5F
<br />2. 1. b,
<br />TILE ROOF
<br />TOP GOORD :
<br />fe FSF
<br />E30TTOM CHORD :
<br />10 P5F
<br />2, I. Li.
<br />5HIN6LE ROOF
<br />TOP CHORD ;
<br />7 Psi"
<br />BOTTOM CHORD :
<br />10 P5F
<br />2. 1. 10.
<br />FLOOR TRUSSES
<br />15
<br />2. 2. LIVE LOADS
<br />2. 2. 1.
<br />SIDEWALK AND DRIVEWAY LOAD :
<br />200 P5F
<br />2.2.2.
<br />0ARA&E LOAD5 :
<br />50 PSI=
<br />2.2.5.
<br />CORRIDORS AND BATHROOMS:
<br />80 PSF
<br />2.2.4.
<br />PARTITIONED ROOMS :
<br />40 PSF
<br />2.2.5.
<br />BALCONY AND DECKS :
<br />40 P5F
<br />2. 2. 6.
<br />STAIRWAYS AND LANDIN65 :
<br />40 Psi=
<br />2. 2. 7.
<br />ROOF:
<br />20 P5F
<br />2. 2. 8.
<br />FLOOR TRU55
<br />TOP CHORD MINIMUM -
<br />40 P5F
<br />2. 2. a.
<br />Poor TRUSS
<br />TOP CHORD MINIMUM :
<br />20 PSF
<br />2. 3_ RAILING LOADS :
<br />c• I•
<br />ALL RAILING AND GUARD RAIL 5Y5TEM'5 ARE TO BE DESIONED 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 13F DESIGNED TO WIT+STAND A
<br />HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A 5iMULTANE0U5 LOAD
<br />OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
<br />2.3.3.
<br />GUARDRAIL 5Y5TEM SHALL BE DE5€ONED TO WITH5TAND 2001b CONGENTRATED
<br />HORIZONTAL LOAD APPLIED ON 1 50, FT, AT ANY POINT IN THE SYSTEM.
<br />2.3.4.
<br />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 513z>E55E5 IN THE M- rMBER, COMPONENTS.
<br />2. 4. WIND
<br />LOADS :
<br />2. 4. 1.
<br />WIND PI~51GN To BE CONDUCTED IN ACCORDANCE WITH SECT. 160E OF THE
<br />FBC, 2001 EDITION, AND CONDUCTED BASED ON A 120 MPH, 3 SECOND GUST,
<br />FXPO5UIRE "B" IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDIN5.
<br />2.4.2.
<br />NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE
<br />2.5. DEFLEGTION5 :
<br />2. b. 1. FLOOR TRU55E5 5HALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE; LOADS
<br />AND 1/240 TIMES THE SPAN FOR TOTAL LOAD.
<br />STRUCTURAL. NOTES
<br />E3. DESIGN METHOD
<br />5. I . LOOP EATOR DE51 G N
<br />3. I, I. THE LOAD FACTOR DESIGN METHOD WAS USED TO DE%FC,N :
<br />CAST -IN -PLACE GONGRETE SLABS AND FOOTIN65
<br />F 5ERVIGE LOAD DESIGN
<br />3. 2. 1_ THE SBRV€CF- LOAD DE516N METHOD WAS U5ED TO PE516,N
<br />MASONRY WALLS AND LINTFL5
<br />INTERIOR AND EXTERIOR WOOD FRAMING AND 5HE ATH1N6
<br />STAIR5 AND FLOOR FRAMING
<br />ROOF FRAMING, 5HEATHIN& AND UPLIFT
<br />LOAD COMBINATIONS FOR LFRD DE516NS
<br />3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE P 516NB? FOR
<br />TOTAL. DL + FLOOR H + ROOF LL
<br />TOTAL DL + FLOOR L_I._ + WL
<br />TOTAL DL + WL
<br />5.5.2. ALL ROOF AND FLOOR TRUSSES SHALL E3E DE5I67NED TO RESIST THE WORST LOAD
<br />COMBINATION RE5ULTIN& IN TIME MAXIMUM 5TRE55E--3 PLACED ON THAT COMPONENT.
<br />BOTH PARTIAL, FULL., AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
<br />3 4. DE51 N A55UMPTION5
<br />3. 4. 1. ALL FOUNDATIONS ARE CENTERED UNDER 5iUPPORTED COLUMNS AND WALLS UNLESS
<br />5140M OTHiwRW15E IN Tt-1E DE516N PLANS.
<br />4. MATERIALS
<br />4.1. RE I NEORG I NC 5TEEL :
<br />4. 1. 1.
<br />REINFoRoN6 STEEL. SHALL BE A51-M A615-14 6RADE 40, f'y = 40 K51
<br />4. 1. 2.
<br />LAP 5PLICE: SHALL BE A5 FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15",
<br />4. I. 3.
<br />ALL DII�IEN51ON5 PERTAININC7 TO THE LOCATION OF RFINFORGIN6 ARE TO THE
<br />CENTERLINE OF EACH BAR EXCEPT H-ERE THE COVER DIMENSION 15 5HOWN TO THE
<br />FACE OF THE CONCRETE.
<br />4. 1. 4.
<br />REINFORCiN& DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
<br />REINFORCIN& MECHANICAL COUPLERS AREA TO DEVELOP 125 % OF THE REQUIRED
<br />YIIrLD STREwN&TH OF THE BAR AND ARE TO BE: APPROVED BY THE ENGINEER OF
<br />RECORD.
<br />4. L 6.
<br />DE:51ON COVER REQUIREMENTS:
<br />6-1-P GONGRETE FORMED AC7AIN5T EARTH : 3,
<br />6--1-P GONGRETE EXPOSED TO EXTERIOR : 2"
<br />G--I-P CONCRETE NOT EXP05ED : 1 1/2"
<br />6ROUT FILLED MASONRY : 3/4"
<br />PRESTRESSED STRESSED CONCRETE LINTELS (ADD. REBAR €N) : 1 1/2'
<br />PRE CAST GROUT FILLED LINTFL3 (ADD. RE BAR IN) : t 1/2"
<br />4. 1. -1.
<br />WELDED WiiRE= FABRIC (WWF): A5TM A05-q0o.
<br />4.1. 8.
<br />DETAIL FzEINFORGEMENT IN ACCORDANCE W€TH AGI 315-LATE5T EDITION.
<br />4. 2. CONCRETE :
<br />4. 2. I.
<br />CONCRETE TYPE:
<br />MIN. 2,5 DAY
<br />DESION (f'c)
<br />MODULES OF
<br />ELASTICITY
<br />DESION (E)
<br />C-I-P GONGRE'TE (NORMAL WEIGHT)
<br />2,500 P51
<br />2,b50 K51
<br />G-I-P &ROUT
<br />2,500 P51
<br />2,b50 K51
<br />PRE CAST CONGRETE LINTFL5
<br />3,000 P51
<br />3,122 Ksl
<br />PPzE 571RE 5ED GONGREM LINTEL5
<br />5,000 Prl
<br />4,030 Ksi
<br />4.2.2. CONCRETE SHALL CONSIST OF I" MAXIMUM AG6RE&ATE CONCRETE MIX WITH SLUMP
<br />DETNEEN b" AND 7" AT TIME OF PLACEMENT. SEE 5PECIFIGATION5 FOR ADDITIONAL
<br />CRITERIA.
<br />4.2.5. GROUT SHALL 6ON515T OF PEA ROCK (3I8" MAXIMUM AOC7RE&ATE) CONCRETE MIX
<br />WITH SLUMP BETHEEN 2D" AND 10" AT TIME OF PLAGEMENT. SEE SPECIFICATIONS FOR
<br />ADDITIONAL CRiTER€A.
<br />4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED
<br />4. 2. 5. IvETHOD OF CONCRETE FORMING, PLACEMENT AND CURtN& SHALL BE CONDUCTED IN
<br />ACCORDANGE WITH THE SPECIFICATIONS A5 5TATED.
<br />4. 2. b. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAY5 4 DRIVEWAYS)
<br />3 €/2" MIN. THICKNE-55 W/ MIN. REINFORCEMENT OF 6.0 x 6.0 H/ 1.4 x 1.4 WWI=
<br />MID-DEF-rk OF SLAB. FIBER ME51-1 MAY BE USED I.L.O. KKF g CONTRACTORS DISCRETION.
<br />4.2.1. CONCRETE PLACEMENT PRACTICES 5HALL.5E IN ACCORDANCE W/ ALL
<br />AGI-- MCP lagq STANDARDS.
<br />4. 5. GONCRETE MASONRY .
<br />FILLED GELL5 W/ (U #5 13AR SHALL BE; LOCATED @ V-0" O.G. MAX, @ BOTH SIPES
<br />OF OPENING b'-O" WIDE OR MORE, 6 THE .Hi&H SIDE OF ALL MASONRY WALL
<br />STEPS, t 6 ALL CHANGES IN DIRECTION OF THE MA50NRY WALLS.
<br />4.5.2. LOAD BEARINe CONCRETE MASONRY BLOCK SHALL. BE: A5TM 640-qO, TYPE 11
<br />NON -MOISTURE CONTROLLED.
<br />ALL GELL�a 4 GAVITIE5 BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL �.
<br />5TEM WALLS.
<br />4. 3. 4. THE AGGREGATE STRE=NOTH 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 5HALL BE
<br />CONDUCTED IN ACCORDANCE WITH THE^ SPECIFICATIONS AS STATED.
<br />4.3.6. MORTAR 5HALL BE TY E "5" FOR ALL MASONRY CONSTRUCTION.
<br />4. 3. 7. LINTEL5 5UPPLIED DY APPROVED MANUFACTURER=
<br />1) FECP/C AS T-GRETE CORPORATION
<br />2) P0I4ER CONCRETE
<br />3) ALLIED PRECAST
<br />4) LOTT
<br />5) MARION MASONRY
<br />6) WIEKWA
<br />STRUGTURAL. NOTES
<br />4. 4. STRUCTURAL LUMBER.
<br />4.4. I.E. INTERIOR LOAM BEARING WALLS 5.P.F., fb = 45'15 P51, E = 1200 Ksi
<br />ALL EXTERIOR FRAMING 5.P.F., fb = 675 P51, E = 1200 Ksi
<br />4. 4. 1.2. ALL. FRAME- WALLS TO BE CoN5TRUCTED U51N6 S.P.F. ,
<br />STUD QUALITY OR BETTER
<br />4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS
<br />SHALL BE APA RATED 5HEATHINO EXP I U.N.O.
<br />4.4.3. ALL €='LY1,4000 USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
<br />SHEAR WALLS SHALL BE APA RATED 5HEATHIN& EXP I U.N.O.
<br />4.4.4. 1F 055 HOARD 15 TO BE U5ED IN PLACE OF PLYWOOD 15 TO HAVE 51MILAR OR
<br />GREATER 5E6TION PROPERTIES.
<br />4. 4. 5. ONLY 5TRUCTURAL L.UMI3ER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
<br />CONTACT WITH CONCRETE 15 TO RECEIVE A STANDARD GRADE PPE5s-URE TREATING.
<br />4.4.6. K-EN PRE EN&INEERED TRU5SE5 ARE GALLED FOR ON THE PLANS T44E
<br />MANUFACTURER IS TO SUBMIT SHOP DRAWINC-6 TO THE ENGINEER OF RECORD.
<br />4. 4. 7. DE516N, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN
<br />SPECIFICATION FOR L16HT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
<br />ANSI/TPI I•-Igg5, HIB-Gl AND 05T-88.
<br />4. 4, b. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WiTH CONCRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT SEARING LOCATIONS WITHOUT WOODEN TOE' PLATES.
<br />4. 4. q, ALL EXTERIOR FRAME WALLS SHALL HAVE 7/&" 5TUGG0 FIN15H PER ASTM C. q26.
<br />APPLY 3 LAYERS THICKNESS OF 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/b" THICK.
<br />EACH, AND 3RD LAYER 1/b" THICK.
<br />4.5. FASTENERS AND TIE DONNS :
<br />4. 5. 1.
<br />FASTENERS AND TiE: DOWN5 5HAH CONSIST OF BUT ARE NOT LIMITED TO
<br />SHAPES, ANOLE5, CHANNEI-5 : A5TM A36-36M q4 Fy = 36 Ksi
<br />ROUND METAL PIPE : A5TM A53-C14, GRADE B Fy = 35 K5T
<br />5QUARE METAL TUBING : A5TM A500•--q4, GRADE B F� = 461<51
<br />HIC-H 5TRENOTH BOLTS : A5TM A325-q4
<br />MACHINE E30LT5 : 6ALVANI7FD A5TM A307-q4
<br />4.5.2.
<br />SHEET METAL ACCESSORIES SHALL CONFORM TO : 33K3iWITH &010
<br />&ALVANIZED COhTiN& IN ACCORDANCE: WITH A5TM A5 25-87.
<br />4.5.3.
<br />NAILS SHALL CONSIST OF : COMMON WIRE NAILS WITH MINIMUM DIAMETER A5
<br />FO€10W5 : Sd = 0.115", IOd = 0.126>", €2d = 0.12&", 16d = 0.135".
<br />4.5.4.
<br />ALL FASTENERS AND TIE DOWN5 EMBEDDED IN CONGfR.ETE OR USED IN AN EXTERIOR
<br />APPLIGATION ARE TO RECEIVES AN ANTI-GORRO51VE GOATING t3Y MANUFACTURE'.
<br />PRIOR TO INSTALLATION.
<br />4. 5.5.
<br />ALL FASTENERS AND TIE DOWN5 ARE TO PROVIDE THE UPLIFT CAPACITY GALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />4.5.6.
<br />ALL FASTENER TIE DOWNS, BEAM HANC7ErR5, JOIST HANC-:>ERS, AND FLOOR TRU55
<br />STRAPPING ARE TO BE 1145TA:L.LED IN ACCORDANCE WITH THE PLANS AND
<br />SPECIFICATIONS.
<br />`T• 5. 7•
<br />CONGRE l EMBEDDED 1.11 BOLTS USED FOR UPLIFT ARE TO BE NET SET PRIOR TO
<br />INITIAL SET OF THE CONCRETE, SPACING AND ALiC7NMENT ARE TO BE IN ACCORDANCE
<br />WITH THE DE510N PLANS, U.N.O. ALTERNATES TO "J" 5OLT5 ARE NOTED ON PI_AN5.
<br />4. 5. b.
<br />CONCRETE EMBEDDED TIE DOWN5 USED FOR TRU55 AND WALL UPLIFT ARE To BE
<br />PLACED AROUND EMBEDDED REINFORGIN& PRIOR TO PLAGINO GROUT.
<br />4. 6. MICRO
<br />-LAM LUMBER:
<br />4. b. 1. M€GRO-LAM STRESS GRADE 5 SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES-
<br />STRUGTURAL NOTES
<br />4. 8. SOiL:
<br />4. b. 1. MINIMUM SOiL BEARING PRESSURE CAPACITY OF 2000 P5F.
<br />4. 8. 2. ALL SOIL 15 TO BE GLEAN I POISONED FOR .TE-fRMiTES PER i=BG 2001 5ECTiON5
<br />104.2.6, 104.23, 1403.i.b, 1503AA 1816, Ig167.5, 2303.1.4, $ 2304.
<br />TERMITE PROTECTION -
<br />PLANS MUST SPECIFY TYPE OE TERMITE TREATMENT
<br />• 5o11 Chemical Barrier Method
<br />• Other treatment - Must specify proposed method and submit documentation, which
<br />substantiates the proposed method, is on approved termite protection system or method.
<br />IF CHEMIGAL 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 -inspection and treatment contract renewal shall be provided.
<br />The sign shall be posted near the water heater or electric panel"
<br />2. FBC 1505-4.4 - Condensate and roof downspouts shall discharge at least
<br />€`-O" away from the building side walls.
<br />3. F5G 1505.4.4 - Irrigation/sprinkler systems including all risers and
<br />spray heads shall not be installed within I'-0" of the building side wall.
<br />4. F56 1403.1.6 -- To provide, for Inspection for termite infestation, between
<br />wat€ covering and final earth grade shall not be less than 6 inches.
<br />Exception: Paint or decorative cementitious finish leer, than 5/b"
<br />thick adhered directly to the foundation wail.
<br />5. f; 3G Ibl6.l.l M- Initial treatment shall be done after all excavation
<br />and backfill 15 complete.
<br />b. FUG Ibl6.i.2 - Solt disturbed after the Initial treatment shall be retreated
<br />Including spaces boxed or formed.
<br />"7. FBG 016.15 - Boxed areas In concrete floors for 5ub5egvent 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 w111 eliminate the dlsturbance of soil after the initial treatment.
<br />8. F ,- 1516.1.4 - Minimum b mil vapor retarder must be- installed to protect against
<br />rainfall dilution. If rainfall occurs before vapor retarder placement,
<br />retreatment 1s rogwred.
<br />q. FBG I816.1.5 - Concrete overpour and mortar along the foundation perimeter
<br />must be, removed before exterior Soil treatment.
<br />10. FBC IM65.1.6 - Soil treatment must be applied under all exterior concrete
<br />or grade within 1'-0" of the structure 5idewa0s.
<br />it. FBG 1816.1 b - 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 1816J.T - All buildings are required to have pre -construction treatment.
<br />13. FBG Iblb.l.1 - A certificate of compliance must be issued to the building department
<br />a licensed pest control company before a certificate of occupancy wlli be Issued.
<br />e certificate of compliance shalt 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 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 includep ail grade Stakes,
<br />tub trop boxes, forms, shoring 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 WTIding or proposed building.
<br />4. b. 3. 501L 15 TO BE GOMPAGTED TO q5% MODIFIED PROCTOR AS I3FFINFD E3Y
<br />A5TM D 155'7-Q
<br />E = 2,000,000 P51
<br />Fb = 2,c150 P51
<br />I=t = 1050 P51
<br />500 P51 (PERPENDICULAR)
<br />ATTENTION: CHEMICAL CHANGES IN FRESSURZ TRE,�TED WOODS
<br />Fc = 2,100 (PARALLEL)
<br />Fv = 205 P51
<br />S OF DECEM5ER 31ST, 2003, CHROMATrED COi�'ER ARSFN,4TE (CCA -C)
<br />,WILL
<br />4. 7. STEEL:
<br />NO LONGER 15E PRODUCED FOR RESIDENTIAL OR GENERAL
<br />4.1, 1. INSTALLATION OF ALL STEEL. TO BE PERFORMED BY AN EXPER1ETiGi<D, QUALIFIET?
<br />CONSUM'fEfR USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES
<br />STEEL ERECTOR.
<br />HAVE SEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW P ESSURE
<br />4.7.2. FABRICATE AND ERECT ALL 5TRUGTURAL STEEL IN ACCORDANCE_ WITH A.1.5.G.
<br />T ATE WOODS USE CHEMiCALS TWAT ,ARE CORROSI Yam, TO ST ,{,,.. IT 1
<br />"SPECIFICATION FOR THE DE516N, FABRICATION, AND ERECTION OF 5TRUGTURAL
<br />STEEL FOR E3€iILDIN05".
<br />THE CONTRAOTOR'$ RESPONSBILITY TO VERIFY THE TYPE OFWoOD
<br />4. -T. 3.
<br />TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST
<br />STRUCTURAL STEEL: ASTM A36-3bM q4.
<br />CORROSION. POP, EXAMPLE, ACc�-C, ACC2-D,l iBA"A, OR CA-e REQUIRE
<br />4.7.4. STEEL TIli31NC: ASTM A50o-q4, cRA1 B_
<br />HOT-DiFIPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM
<br />4.7.5. WELDED CONNECTIONS. EiOXX ELECTRODES, MINIMUM 51ZE FILLET WELDS 3/Ib", AW5
<br />WEL.DER5. CERTIFICATION I APER5 TO BED SUBMITTED UPON REGUE=ST,
<br />�O�tT� �rJ��� DOES NOT.
<br />4. 7. 6. 14HE RE 5TIEL 13EAM5 ARE GONTINUOU5 OVER COLUMNS, PROVIDE WEB STIFFENER
<br />PLATES ON EACH 51DE OF THE WEB, OF A THICKNE55 EaUA. TO BEAM FLANGE
<br />THIGKNE S5, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
<br />THE STEEL 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 />1� REVISED 08-15-03
<br />DO CREATED 01-02-02
<br />120 MPH
<br />3 SEC. GUST
<br />s : » •, ;, r� s•» r . it ... � - � ��
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