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<br />S TRUe TURAL NOTES
<br />
<br />S TRue TURAL NOTES
<br />
<br />S TRue TURAL NOTES
<br />
<br />S TRue TURAL NOTES
<br />
<br />I. SPECIFICATIONS
<br />
<br />3. DESIGN METHOD
<br />
<br />I. I.
<br />
<br />CONSTRUCTION:
<br />
<br />3. I.
<br />
<br />I. I. I, ACI 318-02 BUILDING CODE REQUIREtvfENTS FOR STRUCllJRAL CONCRETE
<br />
<br />I. 1.2. ACI 530/ASCE 5/TMS 402-"1"1 ~ ACI 530, I/ASCE 6/TMS 602-"1"1
<br />SPECIFICATIONS FOR MASONRY STRUCllJRES.
<br />
<br />I. 1.3. ASTM C210-q2, C416-ql, AND CqO-qO SPECIFICATIONS FOR MASONRY STRUCllJRES
<br />
<br />I, 1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL
<br />ACCOMPANYING SUPPLEtvfENTS.
<br />
<br />I, 1,5. FLORiDA BUILDiNG CODE (rBC), 2001 EDITION
<br />
<br />I. 1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOv-lABLE STRESS DESI6N", BY THE AtvfERICAN
<br />INSTlllJTE OF STEEL CONSTRUCTION, (AISC) '1TH EDITION.
<br />
<br />3.2.
<br />
<br />3.3.
<br />
<br />I. 1.1. "DESI6N SPECIFICATION FOR LliSHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
<br />TRUSS PLATE INSTlllJTE (TPI) 1"1'15 EDITION.
<br />
<br />I 2. DESIGN:
<br />
<br />1.2. L
<br />
<br />1.2.2.
<br />
<br />1.2.3.
<br />1.2.4.
<br />
<br />1.2.5.
<br />1.2.6.
<br />
<br />ACI 318-02 BUILDING CODE REQUIREMENTS FOR STRUCllJRAL CONCRETE
<br />ACI 530/ASCE 5/TMS 402-'1'1 ~ ACI 530, I/ASCE 6/TMS 602-'1'1
<br />SPEC:FICATIONS FOR MASONRY STRIXWRES.
<br />ASTM C210-q2, C416-ql, AND 010-"10 SPECIFICATIONS FOR MASONRY STRlJG.T1JRES
<br />NATIONAL DESI6N SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL
<br />ACCOMPANY I NG SUPPLEMENTS.
<br />PLYWOOD DESI6N SPECIFICATIONS (APA)
<br />FLORIDA BUIL:JING CODE (rBC), 2001 EDITION
<br />
<br />3.4.
<br />
<br />LOAD FACTOR DESIGN:
<br />
<br />4.4.
<br />
<br />3. I. I. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESI6N ,
<br />CAST-iN-PLACE CONCRETE SLABS AND FOOTINGS
<br />
<br />SERVICE LOAD DESIGN:
<br />
<br />3.2. I.
<br />
<br />THE SERVICE LOAD DESIGN METHOD HAS USED TO DESI6N ,
<br />MASONRY HALLS AND LINTELS
<br />INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
<br />STAIRS AND FLOOR FRAMING
<br />ROOF FRAMING, SHEATHING AND UPLIFT
<br />
<br />LOAD COMBINATIONS FOR LFRD DESIGNS:
<br />
<br />3.3. I.
<br />
<br />3.3.2.
<br />
<br />THE FOLLOWING LOAD COMBINATIONS HERE DESI6NED FOR,
<br />TOTAL DL + FLOOR LL + ROOF LL
<br />TOTAL DL + FLOOR LL + HL
<br />TOTAL DL + HL
<br />
<br />ALL ROOF AND FLOOR TRUSSES SHALL BE DESI6NED TO RESIST THE HORST LOAD
<br />COMBINATION RESVLTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
<br />BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADIN6 ARE TO BE CONSIDERED.
<br />
<br />DESIGN ASSUMPTIONS:
<br />
<br />3.4. I.
<br />
<br />ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND HALLS UNLESS
<br />SHOWN OTHERHISE IN THE DESIGN PLANS.
<br />
<br />4. MATERIALS
<br />
<br />1.3. SHOP DRAHINGS :
<br />
<br />4. I.
<br />
<br />1.3. I,
<br />
<br />1.3.2.
<br />
<br />1.3.3.
<br />
<br />THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
<br />DVRiNG THE PREPARATION OF SHOP DRAHINGS WITHOUT WRITTEN APPROVAL FROM
<br />THE EN61NEER OF RECORD.
<br />
<br />ALL SHOP DRAHIN6S ARE TO BE SUBMITTED TO THE EN61NEER OF RECORD PRIOR TO
<br />THE COMMENCEMENT OF CONSTRUCTION.
<br />
<br />ALL ROOF AND FLOOR TRUSS SHOP DRAHINGS ARE TO BE SI6NED AND SEALED BY A
<br />FLA REG. PE, AND SHALL INCLUDE, DRAHINGS AND CALCULATIONS, REACTIONS AND
<br />BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
<br />SUPPORTiNG TRUSS MEMBERS.
<br />
<br />2. DESIGN LOADS
<br />
<br />2. I. DEAD LOADS:
<br />
<br />2.2.
<br />
<br />2.3.
<br />
<br />2.4.
<br />
<br />2.5.
<br />
<br />
<br />2. I, I.
<br />2. L 2.
<br />2. L 3,
<br />2, L 4.
<br />2. 1.5,
<br />2. 1.6.
<br />2. 1.1.
<br />2. 1.8.
<br />
<br />2. I. '1.
<br />
<br />2. I. 10.
<br />
<br />UNIT HEliSHT OF SOIL, COMPACTED:
<br />UNIT HEIOOT OF REINFORCED CONCRETE ,
<br />UNIT HEliSHT OF 8" C.M.U. BLOCK,
<br />1ST FLOOR SUPERIMPOSED LOAD,
<br />UNIT HEIOOT OF 2x4 PARTITION HALLS:
<br />UNIT HEIOOT OF 2x6 BEARING HALLS,
<br />BALCONIES ~ DECKS ,
<br />TILE ROOF
<br />TOP CHORD ,
<br />BOTIOM CHORD :
<br />SHiN6LE ROOF
<br />TOP CHORD:
<br />BOTIOM CHORD ,
<br />FLOOR TRUSSES
<br />
<br />120 PCF
<br />150 PCF
<br />40 PSF
<br />20 PSF
<br />II PSF
<br />12 PSF
<br />15 PSF
<br />
<br />4.2.
<br />
<br />15 PSF
<br />10 PSF
<br />
<br />lPSF
<br />10 PSF
<br />15
<br />
<br />LIVE LOADS :
<br />
<br />2.2. i.
<br />2.2.2.
<br />2.2.3.
<br />2.2.4,
<br />2.2,5.
<br />2.2.6.
<br />2.2.1.
<br />2.2,8.
<br />
<br />2. 2. 'I.
<br />
<br />SIDEHALK AND DRIVEHAY LOAD,
<br />6ARAeE LOADS,
<br />CORRIDORS AND BATHROOMS:
<br />PARTITIONED ROOMS,
<br />BALCONY AND DECKS :
<br />STAiRHAYS AND LANDINiSS ,
<br />ROOF,
<br />FLOOR TRUSS
<br />TOP CHORD MINIMUM,
<br />
<br />200 PSF
<br />50 PSF
<br />80 PSF
<br />40 PSF
<br />40 PSF
<br />40 PSF
<br />20 PSF
<br />
<br />40 PSF
<br />
<br />ROOF TRUSS
<br />TOP CHORD MiNIMUM,
<br />
<br />20 PSF
<br />
<br />RAILING LOADS:
<br />
<br />2.3. I.
<br />
<br />2.3,2.
<br />
<br />2.3.3.
<br />
<br />2.3.4.
<br />
<br />ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESI6NED TO WITHSTAND A
<br />CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
<br />DIRECTION ON THE RAILING.
<br />
<br />ALL RAILlN6 AND GUARD RAIL SYSTEM'S ARE TO BE DESI6NED TO WITHSTAND A
<br />HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SiMULTANEOUS LOAD
<br />OF 100 PLF APPLIED VERT I CALL Y DOWNHARD AT THE TOP OF THE GUARDRAIL
<br />
<br />GUARDRAIL SYSTEM SHALL BE DESI6NED TO WITHSTAND 200lb CONCENTRATED
<br />HORIZONTAL LOAD APPLIED ON I SQ. FT. AT ANY POiNT IN THE SYSTEM.
<br />
<br />23.1., 2.32 ~ 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
<br />
<br />4.3.
<br />
<br />HIND LOADS:
<br />
<br />SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
<br />
<br />2.4. I.
<br />
<br />2.4.2.
<br />
<br />WIND DESI6N TO BE CONDIXTED IN ACCORDANCE WITH SECT. 1606 OF THE
<br />FBC, 2001 EDITION, AND CONDIXTED BASED ON A 120 MPH, 3 SECOND GUST,
<br />EXPOSURE "B", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING.
<br />
<br />NET UPLIFT DEAD LOADS - 10 PSF SHIN6LE, 15 PSF TILE
<br />
<br />DEFLECTIONS:
<br />
<br />2,6. I.
<br />
<br />FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS
<br />AND 1/240 TIMES THE SPAN FOR TOTAL LOAD.
<br />
<br />~ ~~4),~--~~
<br />
<br />4.5.
<br />
<br />RE I NFORC I NG STEEL :
<br />
<br />4. I. I.
<br />
<br />4. 1.2,
<br />4. I. 3.
<br />
<br />4. 1.4.
<br />
<br />4. 1.5.
<br />
<br />4. 1.6.
<br />
<br />4.1.1.
<br />
<br />4.1. ~.
<br />
<br />REiNFORCiNG STEEL SHALL BE ASTM A615-q4 6RADE 40, f'~ = 40 Ksl
<br />
<br />LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15".
<br />
<br />ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
<br />CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE
<br />FACE OF THE CONCRETE.
<br />
<br />REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
<br />
<br />REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED
<br />YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
<br />RECORD.
<br />
<br />DESI6N COVER REQUIREMENTS,
<br />C-I-P CONCRETE FORtvfED AGAINST EARTH,
<br />C-I-P CONCRETE EXPOSED TO EXTERIOR ,
<br />C-I-P CONCRETE NOT EXPOSED:
<br />6ROUT FILLED MASONRY ,
<br />PRE STRESSED CONCRETE LINTELS (ADD. REBAR IN) ,
<br />PRE CAST GROUT FILLED LINTELS (ADD. REBAR IN) ,
<br />HELDED HIRE FABRIC (HV--IF) , ASTM AI85-qOa.
<br />
<br />DETAIL REINFORCEMENT IN ACCORDANCE HITH ACI 315-LATEST EDITION.
<br />
<br />3"
<br />2"
<br />I 1/2"
<br />3/4"
<br />I 1/2"
<br />I 1/2"
<br />
<br />CONCRETE :
<br />
<br />4.2. I,
<br />
<br />4.2.2.
<br />
<br />4.2.3.
<br />
<br />4.2.4.
<br />
<br />4.2.5.
<br />
<br />4.2.6.
<br />
<br />4.2.1.
<br />
<br />CONCRETE TYPE
<br />
<br />MODVLES OF
<br />MIN. 28 DAY ELASTICITY
<br />DESI6N (f'c) DESI6N (E)
<br />
<br />4.6.
<br />
<br />C-I-P CONCRETE (NORMAL HEliSHT)
<br />C-I-P 6ROUT
<br />
<br />2,500 PsI 2,850 KsI
<br />2;500 Psi 2,850 Ksl
<br />3,000 Psi 3,122 Ksl
<br />5,000 Psi I 4,030 Ks!
<br />
<br />PRE CAST CONCRETE LINTELS
<br />
<br />PRE STRESSED CONCRETE LINTELS
<br />
<br />CONCRETE SHALL CONSIST OF I" MAXIMUM A6GRE6ATE CONCRETE MIX WITH SLUMP
<br />BETHEEN 6" AND 1" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
<br />CRITERIA.
<br />
<br />4.1.
<br />
<br />GROUT SHALL CONSIST OF PEA ROCK (3/B" MAXIMUM AGGREGATE) CONCRETE MIX
<br />WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
<br />ADDITIONAL CRITERiA.
<br />
<br />CONSTRUCTION JOINTS WILL BE PERMITTED
<br />
<br />METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
<br />ACCORDANCE HITH THE SPECIFICATIONS AS STATED.
<br />
<br />EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR HALKHAYS ~ DRiVEH.AYS) ,
<br />3 1/2" MIN. THICKNESS HI MiN, REINFORCEtvfENT OF 6.0 x 6.0 HI 1.4 x 1.4 iAlHF @
<br />MID-DEPTH OF SLAB. FIBER MESH MAY BE USED ILO. iAlHF @ CONTRACTORS DISCRETION.
<br />
<br />CONCRETE PLACEtvfENT PRACTICES SHALL BE IN ACCORDANCE HI ALL
<br />ACI- MCP 1"1"1'1 STANDARDS.
<br />
<br />CONCRETE MASONRY :
<br />
<br />4.3. I.
<br />
<br />4.3,2.
<br />
<br />4.3.3.
<br />
<br />4,3.4.
<br />
<br />4.3.5.
<br />
<br />4.3.6.
<br />
<br />4.3,1.
<br />
<br />FILLED CELLS HI (I) #5 BAR SHALL BE LOCATED @ 8'--0" O,C. MAX, @ BOTH SIDES
<br />OF OPENINGS 6'-0" HIDE OR MORE, @ THE HIOO SIDE OF ALL MASONRY HALL
<br />STEPS, ~ @ ALL CHANGES IN DIRECTION OF THE MASONRY HALLS.
<br />
<br />LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM 010-<10, TYPE II
<br />NON-MOIST1JRE CONTROLLED.
<br />
<br />ALL CELLS t CAVITIES BELOW 6RADE HILL BE FILLED HI CONCRETE IN ALL
<br />STEM HALLS.
<br />
<br />THE AeeREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1;500 PSI
<br />MINIMUM. ,
<br />
<br />METHOD OF CONCRETE MASONRY PLACEtvfENT AND CONSTRUCTION SHALL BE
<br />CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
<br />
<br />MORTAR SHALL BE TYPE "S" FOR ALL MASONRY CONSTRUCTION.
<br />
<br />LINTELS SUPPLIED BY APPROVED MANUFACT1JRER,
<br />i) FECP/CAST-CRETE CORPORATION
<br />2) PO HER CONCRETE
<br />3) ALLIED PRECAST
<br />4) LOTI
<br />5) MARION MASONRY
<br />6) HIEKHA
<br />
<br />S TRUC TURAL LUMBER :
<br />
<br />INTERIOR LOAD BEARING HALLS SF.F., I'b = 615 PSI, E = 1200 KsI
<br />ALL EXTERIOR FRAMING SF.F., fb = 615 PSI, E = 1200 KsI
<br />4.4, 1.2. ALL FRAME HALLS TO BE CONSTRUCTED USING SF.F. ,
<br />SWD QUALITY OR BETTER
<br />
<br />4.4.1.1.
<br />
<br />4.8.
<br />
<br />SOIL:
<br />
<br />4,8. I,
<br />4.8.2.
<br />
<br />MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF.
<br />
<br />ALL SOIL IS TO BE CLEAN t POISONED FOR TERMITES PER FBC 2001 SECTIONS
<br />104.2.0, 104.2./, 1403.1.0, 1503.4.4, 1816, 1'116./.5, 2303.1.4, ~ 2304.
<br />
<br />TERMITE PROTECTION -
<br />PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT
<br />
<br />4.4.2. ALL PLYHOOD USED FOR EXTERIOR APPLICATIONS
<br />SHALL BE APA RATED SHEATHING EXP I UN.o.
<br />
<br />4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
<br />SHEAR HALLS SHALL BE APA RATED SHEATHING EXP I UN.O.
<br />
<br />4, 4. 4. IF OSB BOARD IS TO BE USED IN PLACE OF PL YHOOD IS TO HAVE SIMILAR OR
<br />6REATER SECTION PROPERTIES.
<br />
<br />4.4. 5. ONLY STRUCT1JRAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD IN
<br />CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD iSRADE PRESSURE TREATING.
<br />
<br />4.4.6, HHEN PRE EN61NEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
<br />MANUFACT1JRER IS TO SUBMIT SHOP DRAHIN6S TO THE ENGINEER OF RECORD.
<br />
<br />4.4.1. DESI6N, FABRICATE AND ERECT HOOD TRUSSES IN ACCORDANCE WITH THE "DESI6N
<br />SPECIFICATION FOR LliSHT METAL PLATE CONNECTED HOOD TRUSSES" BY THE
<br />ANSIITPI 1-1"1'15, HIB-<11 AND QST-88.
<br />
<br />4.4. B. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT HOODEN TOP PLATES,
<br />
<br />4. 4. <1. ALL EXTERIOR FRAME HALLS SHALL HAVE 1/~" STlJCCO FINISH PER ASTM C, '126.
<br />APPLY 3 LAYERS HI THICKNESS OF 1/8" OYER METAL LATH. FIRST 2 LAYERS 3/8" THICK.
<br />EACH, AND 3RD LAYER 1/8" THICK.
<br />
<br />, Soli ChemIcal f30,.,.le,. Method
<br />, Othe,. t,.eatment - Mlist spec.lf~ p,.oposed method and svbmlt docvmentatlon, Hhlch
<br />svbstantlates the proposed method, Is an approved termite protection s~stem or method.
<br />IF CHEMICAL SOIL TERMITE TREATMENT IS USED
<br />
<br />i'
<br />
<br />I.
<br />
<br />FOC 1042.0 - "A permanent sign Hhlch Identifies the termite treatment pf"Ovlder
<br />and need 1'0(' ,.e-lnspectlon and t,.eatment cont('ad ,.eneHal sholl be p('ovlded.
<br />The sign sholl be posted near the Hate(' heate(' 0(' electric. panel"
<br />
<br />FBC 1503.4.4 - Condensate and roof dOHr1spovts sholl dlscha('ge at least
<br />1'-0" aHalj from the bvlldlng sIde Halls.
<br />
<br />FBC 1503.4.4 - Irrlgatlon/sp('lnkler sljstems Inc.lvdlng 011 risers and
<br />sp,.a':j heads sholl not be Installed Hlthln 1'--0" of the bvlldlng side Hall.
<br />
<br />FBC 1403.1,6 - To provIde for Inspection 1'0(' te,.mlte Infestation, betHeen
<br />Hall covering and ~Inal ea('th g,.ade sholl not be less than 6 Inches.
<br />ExceptIon: Point 0(' dec.orCltlve c.ementitlovs finish less than 5/B"
<br />thlc.k adhered dlrec.tl~ to the I'ovndatlon Hall.
<br />
<br />FBC 1816./.1 - Initial treatment shall be done otter oil excClvatlon
<br />and boc.kflll Is c.omplete,
<br />
<br />FBC 1816.1.2 - Soil dlstv('bed otter the Initial treatment sholl be retreated
<br />inclvdlng spaces boxed 0(' fo('med.
<br />
<br />FBC 1816./.3 - Boxed areas In concrete floo('s 1'0(' svt/seqvent Installation of traps,
<br />etc., shall be mode Hlth pe('manent metal or plastic. fo('ms. Pe,.manent forms mvst be
<br />of 0 size and depth that HlIl eliminate the dlstv('banc.e of soil aTte(' the Initial t('eatment.
<br />
<br />FBC IBI6.1.4 - Miniml.!ffi 6 mil vapo(' "eta('der mvst be installed to protect against
<br />rainfall dllvtion. If raInfall OC.C.li('S before vapo(' reta('de(' ploc.ement,
<br />retreatment Is reqlil('ed.
<br />
<br />FBC IBI6.1.5 - Conc.('ete ove('poli(' and mo('ta(' along the fovndatlon pe('lmete('
<br />mlist be removed befo('e exte('[o(' soil t,.eatment.
<br />
<br />2.
<br />
<br />3.
<br />
<br />4,
<br />
<br />5.
<br />
<br />6.
<br />
<br />1.
<br />
<br />FASTENERS AND TIE D00{NS :
<br />
<br />4.5. I.
<br />
<br />4.5.2.
<br />
<br />4.5,3.
<br />
<br />4.5.4.
<br />
<br />4.5.5.
<br />
<br />4,5.6.
<br />
<br />4.5.1.
<br />
<br />4.5. B.
<br />
<br />8.
<br />
<br />FASTENERS AND TIE DOHNS SHALL CONSIST OF BUT ARE NOT LIMITED TO :
<br />
<br />SHAPES, ANGLES, CHANNELS, ASTM A36-36M '14 Flj = 36 KsI
<br />ROUND METAL PIPE, ASTM A53-C!4, GRADE B Fy = 35 Ksl
<br />SQUARE METAL WBING , ASTM A500-q4, 6RADE B F~ = 40KsI
<br />HliSH STRENGTH BOLTS I ASTM A325-<14
<br />MACHINE BOLTS: 6ALYANIZED ASTM A301-C!4
<br />
<br />SHEET METAL ACCESSORIES SHALL CONFORM TO , F4 :: 33KsIHITH 6<10
<br />GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-81.
<br />
<br />'1.
<br />
<br />10. FBC 1816,1,6 - Soil treatment mlist be applied linder 011 exterior concrete
<br />0(' g,.ade Hithln 1'-0" of the strvc.tlire sidewalls.
<br />
<br />II. FBC 1816.1.0 - An exterlo(' vertlc.ol chemical bo,.('le(' mvst be Installed otter
<br />constrlic.tlon Is complete, Inc.lvdlng landscaping and Irrigation. Anlj soil distli('bed
<br />aTte(' the vertical bo,.,.ler Is applied, shall be ,.et,.eated,
<br />
<br />12. FBC IBI6.1.1 - All bvlldlngs a,.e ,.eqlil,.ed to hove pre-constrlictlon t,.eatment.
<br />
<br />13. FBC i816.1.1 - A certificate of compllanc.e mvst be Issved to the bvlldlng depa,.tment
<br />b\1 0 IIc.ensed pest c.ontrol compantj befo,.e 0 cutlflc.ate of oc.c.vpanc.~ Hili be Issved.
<br />The certlflc.ote of compllanc.e sholl state, "The bvlldlng has rec.elved 0 complete
<br />treatment 1'0,. the p,.eventlon of svbter,.anean te,.mltes. The t"eatment Is In
<br />accordance "11th the rvles and lows of the Florida Department of Agrlc.vltvre
<br />and Consvme(' Servlc.es".
<br />14. FBC 2303.1.3 - Arter 011 Hork Is completed, loose Hood and 1'111 mvst be removed
<br />from beloH and within 1'-0" of the bvilding. This fncllides 011 grade stokes,
<br />tvb tl"ap boxes, forms, shoring or other celllilose containing material.
<br />
<br />15. FBC 2303.1.4 - No Hood, vegetation, stumps, cardboard, trash, etc..,
<br />sholl be bvrled Hlthln 15'-0" of on~ bvlldlng or proposed blilldlng.
<br />
<br />NAILS SHALL CONSIST OF , COMMON WIRE NAiLS WITH MINIMUM DIAMETER AS
<br />FOLLOWS, 8d = 0.113", 10d = 0.128", 12d = 0.128", lod = 0.135".
<br />
<br />ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
<br />APPLICATION ARE TO RECEIVE AN ANTI-CORROSIVE COATING BY MANUFACT1JRER
<br />PRIOR TO INSTALLATION.
<br />
<br />ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
<br />FOR a~ THE PLANS ARE A MINIMUM.
<br />
<br />ALL FASTENER TIE DOWNS, BEAM HANeERS, JOIST HANeERS, AND FLOOR TRUSS
<br />STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
<br />SPECIFICATIONS.
<br />
<br />CONCRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE HET SET PRIOR TO
<br />INITIAL SET OF THE CONCRETE, SPACING AND ALI6NMENT ARE TO BE IN ACCORDANCE
<br />WITH THE DESI6N PLANS, U.N.o. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
<br />
<br />CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND HALL UPLIFT ARE TO BE
<br />PLACED AR00ND EMBEDDED REINFORCING PRIOR TO PLACIN6 6ROUT.
<br />
<br />4.8.3.
<br />
<br />SOIL IS TO BE COMPACTED TO '15% MODIFIED PROCTOR AS DEFINED BY
<br />ASTM D 1551-'11
<br />
<br />MICRO-LAM LUMBER:
<br />
<br />4.6. i.
<br />
<br />STEEL:
<br />
<br />4.1. I.
<br />
<br />4.1.2.
<br />
<br />4.1.3,
<br />
<br />4.1.4.
<br />4.1.5.
<br />
<br />4.1.6.
<br />
<br />4.1.1.
<br />
<br />MICRO-LAM STRESS 6RADES SHALL PROVIDE THE FOLLOHING MINIMUM PROPERTIES,
<br />E = 2,000,000 PSI
<br />Fb = 2,"150 PSI
<br />Ft = i,850 PSI
<br />Fc. = 500 PSI (PERPENDICULAR)
<br />Fc = 2,100 (PARALLEL)
<br />Fv = 285 PSI
<br />
<br />ATTENTION: C~EMICAL C~ANGE6 IN PRE66URE TREATED WOOD6
<br />
<br />AS OF DECEMBER 31ST, 2003, C~ROMATED COFFER ARSENATE (CCA-C)
<br />WILL NO LONGER BE FRODUCED FOR RESIDENTIAL OR GENERAL
<br />CONSUMER USE. SEVERAL NEW FRESSURE TREATED 1J.k:)0D ALTERNATIVES
<br />~AVE BEEN CREATED TO REFLACE CCA-C. MANY OF T~E NEW FRESSURE
<br />TREATED 1J.k:)0DS USE C~EMICALe T~AT ARE CORROSIVE TO STEEL. IT IS
<br />T~E CONTRACTOR'S RESFONSIBILITY TO VERIFY T~E TYFE OF 1J.k:)0D
<br />TREATMENT AND TO 5ELECT AFFROFRIATE CONNECTORS THAT RESIST
<br />CORROSION. FOR EXAMFLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE
<br />~OT-DIFFED GALVANIZED OR 5TAINLES& STEEL FASTENERS. DOT 50DIUM
<br />BORATE (5eX) DOES NOT.
<br />
<br />INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
<br />STEEL ERECTOR.
<br />
<br />FABRICATE AND ERECT ALL STRUCT1JRAL STEEL IN ACCORDANCE HITH A.l5.C.
<br />"SPECIFICATION FOR THE DESI6N, FABRICATION, AND ERECTION OF STRUCllJRAL
<br />STEEL FOR BUILDINiSS".
<br />
<br />STRUC T1JRAL STEEL, ASTM A36-36M '14.
<br />
<br />STEEL T1JBING, ASTM A500-C!4, 6RADE B.
<br />
<br />HELDED CONNECTIONS, ElOXX ELECTRODES, MINIMUM SIZE FILLET HELDS 3/16", AHS
<br />CERTIFIED HELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
<br />
<br />WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE v--EB STIFFENER
<br />PLATES ON EACH SIDE OF THE v--EB, OF A THICKNESS EQUAL TO BEAM FLANGE
<br />THICKNESS, LOCATED AT THE CENTER LINE OF THE TVBE COLUMN.
<br />
<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 />
<br />D 5AMUEL A. GREEN6ERG, F.E. i3424S
<br />D THUY H. HUYNH, F.E. ~0122
<br />D IRWIN J. 6EN50N, F.E. -4~1S8
<br />DALI A66A5 HAKIM, F.E. ~~18~
<br />
<br />TO n.e eeeT ~ THE EmslNEER'e KNO\.l.l.EDGE AND eELlEF, n.e
<br />e~~ F'1..ANe AND ~CIFICATIa-{e cct1PL Y Wt114 n.e
<br />FLORIDA 19UILDm CODE, ~CTI~ 16~ FOR 120 MFH 3 ~ca-ID
<br />GOeT, ~ 'e' WIND ZCNE (2001 EDITICW.
<br />114le DRAWm AND DeelUN Ie VALID FOR 12 Ma.m.-le AI='TER THE
<br />DATe IT Ie elGNED AND ~ALeD.
<br />el<:aNED AND eeAU:D FOR THE e~11.lRAL. FORTIct-l ~ THle
<br />DRAWm ct-lL Y.
<br />
<br />
<br />ill REVISED 08-15-03
<br />& CREATED 01-02-02
<br />
<br />120 MPH
<br />3 SEC. GUST
<br />
<br />D E DAN5CO
<br />
<br />ENGINEERING, P A
<br />P.o.1!SO>< 3.., - APOLLO fJI!Aa.I - FLOIItIOA - ""12
<br />~ - (813) .. eI66 flAX - (eIJ).... "M
<br />.... ~... r'f\ 111ESE ORA \liNGS AND DESIGNS ARE 111E JOINT PROPERlY DF DANSCO ENGINEERING. P.A. AND 111E
<br />&lIiiiiI'............ \.:::./ CUENT ON 1111S PROJECT. ANY REPRODUCTION OR UNAU1110RlZED USE IS PROHIBI1ID, - 2003
<br />
<br />
<br />LENNA~ ~6
<br />
<br />
<br />TR'PA DM&fON
<br />
<br />B.V.
<br />N: /BLOCKs/sm 2001
<br />
<br />6TFWCTUAAL NOTE6 6f-IEET
<br />
<br />DE JOB NO. FM - 5021
<br />
<br />eN!
<br />
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