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<br />s-rRue 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.
<br />
<br />I. 1.2.
<br />
<br />I. 1.3.
<br />
<br />I. 1.4.
<br />
<br />I. 1.5.
<br />
<br />I. I. O.
<br />
<br />I. 1.1.
<br />
<br />I. 2. DESIGN:
<br />
<br />1.2. I.
<br />
<br />1.2.2.
<br />
<br />1.2.3.
<br />1.2.4.
<br />
<br />1.2.5.
<br />
<br />1.2. O.
<br />
<br />ACI 318-02 BUILDIN6 CODE REQUIREMENTS FOR STRUCTlIRAL CONCRETe
<br />ACI 530/ASCE 5/TMS 402-Cl'1 ~ ACI 530, IIASCE O/TMS 002-'1'1
<br />SPECIFICATIONS FOR MASONRY STRIX.TlIRES.
<br />ASTM C210-'12, C410-'1I, AND C'1O-'1O SPECIFICATIONS FOR MASONRY STRUCTlIRES
<br />NATIONAL DESI6N SPECIFICAT[ONS (NDS) FOR HOOD CONSTRIX.T[ON, 2001 EDITION, AND ALL
<br />ACCOMPANYIN6 SUPPLEMENTS.
<br />FLORIDA BUILDIN6 CODE (FBC) , 2001 EDITION
<br />
<br />3.2.
<br />
<br />"MANUAL OF STEEL CONSTRUCTION, ALLOHABLE STRESS DESI6N", BY THE AMERICAN
<br />INSTITlITe OF STEEL CONSTRUCTION, (AISC) '1TH EDIT[ON.
<br />
<br />3.3.
<br />
<br />"DESI6N SPECIFICATION FOR Ll6HT METAL PLATE CONNECTED HOOD TRUSSES" BY THE
<br />TRUSS PLATE INSTITlITE (WI) 1'1'15 EDIT[ON.
<br />
<br />ACI 318-02 BUILDIN6 CODE REQUIREMENTS FOR STRUCTlIRAL CONCRETe
<br />ACI 530/ASCE 5/TMS 402-'1'1 ~ ACI 530, IIASCE O/TMS 002-'1'1
<br />SPECIFICATIONS FOR MASONRY STRIX.TlIRES.
<br />ASTM C210-'12, C410-'1I, AND CClO-ClO SPECIFICATIONS FOR MASONRY STRIX.TlIRES
<br />NATIONAL DESI6N SPECIFICATIONS (NDS) FOR rlOOD CONSTRUCTION, 2001 EDITION, AND ALL
<br />ACCOMPANYIN6 SUPPLEMENTS.
<br />PL YHOOD DESI6N SPECIFICATIONS (APA)
<br />FLORIDA BUILDIN6 CODE (FBC), 2001 EDITION
<br />
<br />3.4.
<br />
<br />LOAD FACTOR DESIGN:
<br />
<br />3. I. I.
<br />
<br />4.4.
<br />
<br />THE LOAD FACTOR DESI6N METHOD HAS USED TO DESI6N :
<br />CAST -IN-PLACE CONCRETe SLABS AND FOOTIN6S
<br />
<br />SERVICE LOAD DESIGN:
<br />
<br />3.2. I.
<br />
<br />THE SERVICE LOAD DESI6N METHOD HAS USED TO DESI6N :
<br />MASONRY HALLS AND LINTELS
<br />INTERIOR AND EXTERIOR HOOD FRAMIN6 AND SHEATHIN6
<br />STAIRS AND FLOOR FRAMIN6
<br />ROOF FRAMIN6, SHEATHIN6 AND UPLIFT
<br />
<br />LOAD COMBINATIONS FOR LFRD DESIGNS:
<br />
<br />3.3. I.
<br />
<br />3.3.2.
<br />
<br />THE FOLLOHIN6 LOAD COMBINATIONS HERE DESI6NED FOR:
<br />TOTAL DL + FLOOR LL + ROOF LL
<br />TOTAL DL + FLOOR LL + Hi-
<br />TOTAL DL + Hi-
<br />
<br />ALL ROOF AND FLOOR TRUSSES St1ALL BE DESI6NED TO RESIST THE HORST LOAD
<br />COMBINATION RESUL TIN6 IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
<br />BOTH PARTIAL, flILL, AND AL TERNATIN6 SPAN LOADIN6 ARE TO BE CONSIDERED.
<br />
<br />DESIGN ASSUMPTIONS:
<br />
<br />3.4. I.
<br />
<br />ALL FOJNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND HALLS UNLESS
<br />SHOHN OTHERHISE IN THE DESI6N 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 St1ALL NOT BE ANY DEVIATIONS FROM THESE DESI6N PLANS BY OTHERS
<br />DURiN6 THE PREPARATION OF St10P DRAHIN6S HITHOUT HRITTEN 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 CO NSTRUC TION.
<br />
<br />ALL ROOF AND FLOOR TRUSS St10P DRAHIN6S ARE TO BE SI6NED AND SEALED BY A
<br />FLA. RE6. PE. AND SHALL INCLUDE: DRAHINGS AND CALCULATIONS, REACTIONS AND
<br />BEARING POINTS, BRACIN6 REQUIREMENTS, AND CONNECTIONS TO
<br />SUPPORTING TRUSS MEMBERS.
<br />
<br />2. DESIGN LOADS
<br />
<br />2. I.
<br />
<br />DEAD LOADS:
<br />
<br />2. I, I.
<br />2. 1.2.
<br />2. 1.3.
<br />2. 1.4.
<br />2. 1.5.
<br />2. 1.0,
<br />2. 1.1.
<br />2. 1.8.
<br />
<br />2. I. '1.
<br />
<br />2. I. 10.
<br />
<br />UNIT rEl6HT OF SOIL, COMPACl'ED :
<br />UNIT rEl6HT OF REINFORCED CONCRETE :
<br />UNIT rEl6HT OF 8" CHU. BLOCK:
<br />1ST FLOOR SUPERIMPOSED LOAD:
<br />UNIT rEl6HT OF 2x4 PARTITION HALLS:
<br />UNIT rEl6HT OF 2xo BEARIN6 HALLS:
<br />BALCONIES ~ DECKS:
<br />TILE ROOF
<br />TOP CHORD :
<br />BOTTOM CHORD :
<br />StiiN6LE ROOF
<br />TOP CHORD :
<br />BOTTOM 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 />IPSF
<br />10 PSF
<br />15
<br />
<br />2.2.
<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. b.
<br />
<br />2. 2. '1.
<br />
<br />SIDEHAlK AND DRlvcHAY LOAD:
<br />6ARAiSE LOADS:
<br />CORRIDORS AND BATHROOMS:
<br />PARTITIONED ROOMS:
<br />BALCONY AND DECKS :
<br />STAIRHAYS AND LANDINGS:
<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 />2.3.
<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 RAILlN6 AND GUARD RAIL SYSTEM'S ARE TO BE DESI6NED TO HITHSTAND A
<br />CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
<br />DIRECTION ON THE RAILlN6.
<br />
<br />ALL RAILlN6 AND 6UARD RAIL SYSTEMS ARE TO BE DESI6NED TO HITHSTAND A
<br />HORIZONTAL LOAD OF 50 PLF ON THE 6UARDRAIL AND A SIMULTANEOUS LOAD
<br />OF 100 PLF APPLIED vcRTICALL Y DOHNJ..-.lARD AT THE TOP OF THE 6UARDRAIL
<br />
<br />6UARDRAIL SYSl'EM St1ALL BE DESI6NED TO HITHSTAND 200[b CONCENTRATED
<br />HORIZONTAL LOAD APPLIED ON I SQ. FT. AT ANY POINT IN THE SYSl'EM.
<br />
<br />2.3.1., 2.3.2 ~ 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMUL TANEOUSL Y, BUT EACH
<br />
<br />4.3.
<br />
<br />2.4.
<br />
<br />HIND LOADS:
<br />
<br />SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
<br />
<br />2.4. [.
<br />
<br />2.4.2.
<br />
<br />HIND DESI6N TO BE CONDUCTED IN ACCORDANCE HITH SECT. 1606 OF THE
<br />FBC, 2001 EDITION, AND CONDUCTED BASED ON A 120 MPH, 3 SECOND 6UST,
<br />EXPOSURE "B", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDIN6.
<br />
<br />NET UPLIFT DEAD LOADS - 10 PSF SHiN6LE, 15 PSF TILE
<br />
<br />2.5.
<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 />4.5.
<br />
<br />REINFORCING STEEL:
<br />
<br />4. I. I.
<br />4. 1.2.
<br />4. 1.3.
<br />
<br />4. 1.4.
<br />
<br />4. 1.5.
<br />
<br />4. 1.6.
<br />
<br />4. 1.1.
<br />
<br />4. I. b.
<br />
<br />REINFORCIN6 STEEL SHALL BE ASTM Ao15-Cl4 6RADE 40, f'~ = 40 KsI
<br />
<br />LAP SPLICE St1ALL BE AS FOLLOHS: j;5 BAR 25", **4 BAR 20", j;3 BAR 15".
<br />
<br />ALL DIMENSIONS PERTAININ6 TO THE LOCAT[ON OF REiNFORCIN6 ARE TO THE
<br />CENl'ERLlNE OF EACH BAR EXCEPT HHERE THE COVER DIMENSION IS SHOHN TO THE
<br />FACE OF THE CONCRETe.
<br />
<br />REINFORCIN6 DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
<br />
<br />REINFORCIN6 MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED
<br />YIELD STREN6TH OF THE BAR AND ARE TO BE APPROVED BY THE EN61NEER OF
<br />RECORD .
<br />
<br />DESI6N COVER REQUIREMENTS:
<br />C-I-P CONCREl'E FORMED A6AINST EARTH:
<br />C-I-P CONCRETE EXPOSED TO EXTERIOR:
<br />C+P CONCRETE NOT EXP0SED :
<br />6ROUT FILLED MASONRY:
<br />PRE STRESSED CONCRETe LINTeLS (ADD. REBAR IN) :
<br />PRE CAST GROUT FILLED LINTELS (ADD. REBAR IN) :
<br />rELDED HIRE FABRIC (NHF): ASTM AI85-'10o.
<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. O.
<br />
<br />4.2.1.
<br />
<br />CONCREl'E TYPE
<br />
<br />MODULES OF
<br />MIN. 28 DAY ELASTICITY
<br />DESI6N (f'c) DESI6N (E)
<br />
<br />4.6.
<br />
<br />C-I-P CONCRETE (NORMAL rEI6HT)
<br />
<br />2p50 Ksl
<br />2p50 Ksl
<br />3,122 Ksl
<br />4,030 Ksl
<br />
<br />2,500 Psi
<br />
<br />C-I-P GROUT
<br />
<br />2,500 Psi
<br />3,000 Psi
<br />
<br />PRE CAST CONCRETE LlNl'ELS
<br />
<br />PRE STRESSED CONCRETe LlNl'ELS
<br />
<br />5,000 Psi
<br />
<br />CONCREl'E St1ALL CONSIST OF I" MAXIMUM A6GRE6Al'E CONCRETe MIX HITH SLUMP
<br />BETl-^iEEN 6" AND 1" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
<br />CRITERIA.
<br />
<br />6ROUT St1ALL CONSIST OF PEA ROCK (3/8" MAXIMUM A6GRE6ATE) CONCRETE MIX
<br />HITH SLUMP BETrEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
<br />ADDITIONAL CRITERIA.
<br />
<br />4.1.
<br />
<br />CONSTRUCTION JOINTS HILL BE PERMITlCD
<br />
<br />METHOD OF CONCREl'E FORMIN6, PLACEMENT AND CURIN6 St1ALL BE CONDUCl'ED IN
<br />ACCORDANCE HITH THE SPECIFICATIONS AS STATED.
<br />
<br />EARTH SUPPORl'ED SLABS (EXCLUDiN6 EXTeRIOR HALKHAYS ~ DRIVEHAYS) :
<br />3 1/2" MIN. THICKNESS N/ MIN. REINFORCEMENT OF 6.0 x 6.0 N/ IA x IA NHF @
<br />MID-DEPTH OF SLAB. FIBER MESH MAY BE USED ILO. NHF @ CONTRACTORS DISCRETION.
<br />
<br />CONCRETE PLACEMENT PRACTICES St1ALL BE IN ACCORDANCE N/ 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. O.
<br />
<br />4.3.1.
<br />
<br />FILLED CELLS N/ (I) **5 BAR St1ALL BE LOCATED @ 8'-0" O.c. MAX, @ BOTH SIDES
<br />OF OPENIN6S 6'-0" HIDE OR MORE, @ THE HI6H SIDE OF ALL MASONRY HALL
<br />Sl'EPS, t @ ALL CHAN6ES IN DIRECTION OF THE MASONRY HALLS.
<br />
<br />LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C'1O-'1O, TYPE II
<br />NON-MOISTlIRE CONTROLLED.
<br />
<br />ALL CELLS t CAVITIES BELOH 6RADE HILL BE FILLED N/ CONCRETE IN ALL
<br />Sl'EM HALLS.
<br />
<br />THE A6GRE6ATe STREN6TH OF THE BLOCK AND MORTAR StiALL BE F'm = 1,500 PSI
<br />MINIMUM.
<br />
<br />METHOD OF CONCREl'E MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
<br />CONDUCl'ED IN ACCORDANCE HITH THE SPECIFICATIONS AS STAl'ED.
<br />
<br />MORTAR St1ALL BE TYPE "s" FOR ALL MASONRY CONSTRUCTION.
<br />
<br />LINTeLS SUPPLIED BY APPROVED MANUFACTlIRER:
<br />I) FECP/CAST-CRETe CORPORATION
<br />2) POHER CONCRETe
<br />3) ALLIED PRECAST
<br />4) LOTT
<br />5) MAR[ON MASONRY
<br />6) HIEKHA
<br />
<br />4.8.
<br />
<br />S TRUC TURAL LUMBER :
<br />
<br />4.4.1.1.
<br />
<br />4. 4. 1.2.
<br />
<br />4.4.2.
<br />
<br />4.4.3.
<br />
<br />4.4.4.
<br />
<br />4.4.5.
<br />
<br />4.4. O.
<br />
<br />4.4.1.
<br />
<br />4.4.8.
<br />
<br />4.4. '1.
<br />
<br />SOIL:
<br />
<br />INTERIOR LOAD BEARIN6 HALLS S.P.F., fb = 015 PSI, E = 1200 Ksl
<br />
<br />ALL EXTERIOR FRAMIN6 SP.F,. fb = 615 PSI, E = 1200 KsI
<br />
<br />ALL FRAME HALLS TO BE CONSTRUCTED USIN6 SP.F. ,
<br />STlID QUALITY OR BETTER
<br />
<br />ALL PL YrlOOD USED FOR EXl'ERIOR APPLICATIONS
<br />St1ALL BE APA RATED SHEATHIN6 EXP I U.N.o.
<br />
<br />4.8. I.
<br />4.8.2.
<br />
<br />MINIMUM SOIL BEARIN6 PRESSURE CAPACITY OF 2000 PSF.
<br />
<br />ALL SOIL IS TO BE CLEAN ~ POISONED FOR TERMITES PER FOC 2001 SECTIONS
<br />[04.2.0, 104.2.1, 1403.1.0, 1503AA, 1816, 1'116./5, 2303.IA, ~ 2304.
<br />
<br />TERMITE PROTECTION -
<br />PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT
<br />
<br />ALL PL YrlOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORIN6 AND
<br />SHEAR HALLS St1ALL BE APA RATED SHEATHIN6 EXP I UN.O.
<br />
<br />IF OSB BOARD IS TO BE USED IN PLACE OF PL YHOOD IS TO HAVE SIMILAR OR
<br />iSREAl'ER SECTION PROPERTIES.
<br />
<br />ONL Y STRUCTllRAl LUMBER TO BE USED FOR AN EXl'ERIOR APPLICATION. rlOOD IN
<br />CONTACT HITH CONCRETE IS TO RECEIVE A STANDARD 6RADE PRESSURE TREATIN6.
<br />
<br />HHEN PRE EN61NEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
<br />MANUFACTlIRER IS TO SUBMIT SHOP DRAHIN6S TO THE EN61NEER OF RECORD.
<br />
<br />DESI6N, FABRICATe AND ERECT HOOD TRUSSES IN ACCORDANCE HITH THE "DESI6N
<br />SPECIFICATION FOR Ll6HT METAL PLATE CONNECl'ED HOOD TRUSSES" BY THE
<br />ANSI/TPI H'1'15, HIB-'11 AND QST-88.
<br />
<br />UNTREATED HOOD SHALL NOT BE IN DIRECT CONTACT HITH CONCRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARIN6 LOCATIONS HITHOUT HOODEN TOP PLATES.
<br />
<br />ALL EXTER[OR FRAME HALLS SHALL HAVE lib" STlICCO FINISt1 PER ASTM C. '120.
<br />APPLY 3 LAYERS N/ THICKNESS OF 1/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK.
<br />EACH, AND 3RD LAYER 1/8" THICK.
<br />
<br />, Soli Chemlcol Sorrier Method
<br />, Other treotment - Must Spec.lf~ proposed method ond submit documentotlon, Nhic.h
<br />substantlotes the proposed method, is an opproved termite protection s~stem or method.
<br />IF CHEMICAL SOIL TERMITE TREATMENT IS USED
<br />
<br />I.
<br />
<br />FBC 104.2.0 - "A permonent sign Nhic.h identifies the termite treatment provider
<br />ond need for re-Inspec.tion ond treotment controc.t reneNol sholl be provided.
<br />me sign sholl be posted neor the Hoter heoter or elec.trlc. ponel"
<br />
<br />FBC 1503AA - Condensote and roof dOHnspouts shall discharge at least
<br />1'-0" aHa':J from the building side Hol[s.
<br />
<br />FBC 1503AA - Irrlgatlon/sprlnkler s':Jstems Inc.ludlng all risers and
<br />spra':J heods shall not be installed Hlthln 1'-0" of the building side Hall.
<br />
<br />FBC 1403.1.0 - To provide for Inspec.tlon for termite Infestotlon, betHeen
<br />Noll covering and tinol earth grade shall not be iess than 6 inc.hes.
<br />Exc.eption: Paint or dec.oratlve c.ementltlous finish less than 5/8"
<br />thlc.k adhered dlrec.tl':j to the foundotlon Noll.
<br />
<br />FBC 18iO.I.1 - Initial treatment sholl be done after all excavation
<br />and bac.kflll Is c.omplete.
<br />
<br />FBC 18[6.1.2 - Soil disturbed after the Initial treotment shall be retreated
<br />Inc.ludlng spoces boxed or formed.
<br />
<br />FBC 1810.1.3 - Boxed areas In conc.rete tloors for subsequent Installation of traps,
<br />etc.., shall be mode Hlth permanent metal or plastic. forms. Permanent forms must be
<br />of a size and depth that HIli ellmlnote the dlsturbanc.e of soil after the initlol treatment.
<br />
<br />FBC 1816.IA - Minimum 6 mil vapor retarder must be Installed to proted against
<br />rainfall dilution. If rainfall oc.curs before vapor retarder plac.ement,
<br />retreatment is required.
<br />
<br />FOC 18[6.1.5 - Conc.rete over pour' and mortar along the foundotion perimeter
<br />must be removed before exterior soil treatment.
<br />
<br />2.
<br />
<br />3.
<br />
<br />4.
<br />
<br />5.
<br />
<br />o.
<br />
<br />1.
<br />
<br />FASTENERS AND TIE DOHNS :
<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. O.
<br />
<br />4.5.1.
<br />
<br />4.5.8.
<br />
<br />8.
<br />
<br />FASTENERS AND TIE DOHNS SHALL CONSIST OF BUT ARE NOT LIMITED TO :
<br />
<br />SHAPES, AN6LES, CHANNELS: ASTM A30-36M ''14 Fl,j = 36 KsI
<br />ROJND METAL PIPE: ASTM A5:3-Cl4, 6RADE B Fy = 35 KsI
<br />SQUARE METAL TlIBIN6 : ASTM A500-Cl4, 6RADE B F~ = 4bKsI
<br />HI6H STREN6TH BOLTS: ASTM A325-'14
<br />MACHINE BoLTS: 6ALVANIZED ASTM A:301-'14
<br />
<br />'1.
<br />
<br />10. FBC 1810.1.6 - Soil treatment must be opplled under all exterior conc.rete
<br />or grade Hlthin 1'-0" of the struc.ture sideNalls.
<br />
<br />II. FBC 18/0./.6 - An exterior vertlcol c.hemlcal barrier must be instolled after
<br />construction Is c.omplete, Inc.ludlng landsc.aping anel irrigation. AA':J 5011 disturbed
<br />after the vertlc.al barrier Is applied, sholl be retreated,
<br />
<br />12. FBC 1816.1.1 - All buildings are required to hove pre-c.onstruc.tlon treatment.
<br />
<br />13. FBC 1816.1.1 - A certlfic.ate of compllonc.e must be Issued to the building deportment
<br />~ a licensed pest control compon':J before a certlflcote of occupanc.':j NIII be Issued.
<br />The certiflc.ate of complianc.e sholl state: "me building hos rec.elved a complete
<br />treatment for the prevention of subterranean termites. me treatment Is In
<br />oc.c.ordonc.e Nith the rules and IONS of the Florldo Deportment of Agric.ulture
<br />and Consumer Services".
<br />
<br />14. FBC 230:3.1.3 - After all Hork is c.ompleted, loose Hood ond fill must be removed
<br />from beloH and Hithln 1'-0" of the building. mis inc.ludes all grade stakes,
<br />tub trap boxes, forms, shoring or other cellulose c.ontoinlng moterlal.
<br />
<br />15. FBC 2303.IA - No Hood, vegetotlon, stumps, cardboard, trash, etc..,
<br />sholl be burled Hlthin 15'-0" of anl,j building or proposed building.
<br />
<br />SHEET METAL ACCESSORIES SHALL CONFORM TO : F4 = 33KsIHITH 6<10
<br />6ALVANIZED COATIN6 IN Acc.ORDANCE HITH ASTM A525-bl.
<br />
<br />NAILS SHALL CONSIST OF : COMMON HiRE NAILS HITH MINIMUM DIAMEl'ER AS
<br />FOLLOHS : 8d = 0.113", 10d = 0.128", 12d = 0.128", lod =: 0.135".
<br />
<br />ALL FASTENERS AND TIE DOHNS EMBEDDED IN CONCRETE OR USED IN AN EXl'ERIOR
<br />APPLICATION ARE TO RECElvc AN ANTI-CORROSIVE COATING BY MANUFACTlIRER
<br />PRIOR TO INSTALLATION.
<br />
<br />ALL FASl'ENERS AND TIE DOHNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />
<br />ALL FASTENER TIE DOHNS, BEAM HANiSERS, JOIST HAN6ERS, AND FLOOR TRUSS
<br />STRAPPIN6 ARE TO BE INSTALLED IN ACCORDANCE HITH THE PLANS AND
<br />SPECIFICATIONS.
<br />
<br />CONCREl'E EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE rET SET PRIOR TO
<br />INITIAL SET OF THE CONCRETE, SPACIN6 AND ALl6NMENT ARE TO BE IN ACCORDANCE
<br />HITH THE DESI6N PLANS, U.N.o. AL TERNA TeS TO "J" BOLTS ARE NOl'ED ON PLANS.
<br />
<br />CONCREl'E EMBEDDED TIE DOHNS USED FOR TRUSS AND HALL UPLIFT ARE TO BE
<br />PLACED AROJND EMBEDDED REINFORCIN6 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. O.
<br />
<br />4.1.1.
<br />
<br />MICRO-LAM STRESS 6RADES St1ALL PROVIDE THE FOLLOHIN6 MINIMUM PROPERTIES:
<br />E = 2,000,000 PSI
<br />Fb = 2,'150 PSI
<br />Ft = Ip50 PSI
<br />Fc. = 500 PSI (PERPEND[CULAR)
<br />Fc = 2,100 (PARALLEL)
<br />Fv = 285 PSI
<br />
<br />ATTENTION: C~EMICAL C~ANGE6 IN PRE66URE TREATED WOOD6
<br />
<br />A5 OF DECEMBER 315T, 2003, CHROMATED COPPER AR5ENATE (CCA-C)
<br />WILL NO LONGER BE PRODUCED FOR RE51DENTIAL OR GENERAL
<br />CON5UMER U5E. 5EVERAL NEW PRE55URE TREATED WOOD ALTERNATIVES
<br />HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRE5SURE
<br />TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS
<br />THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD
<br />TREATMENT AND TO SELECT APPROPRIATE CONNECTOR5 THAT RE615T
<br />CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE
<br />HOT-DIPPED GALvANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM
<br />BORATE (6BX) DOE5 NOT.
<br />
<br />INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
<br />STEEL ERECTOR.
<br />
<br />FABRICATE AND ERECT ALL STRUCTlIRAL STeEL IN ACCORDANCE HITH A.15.C.
<br />"SPECIFICATION FOR THE DESI6N, FABRICATION, AND ERECTION OF STRIX.TlIRAL
<br />STEEL FOR BUILDIN6S".
<br />
<br />STRIX. TlIRAL STEEL: ASTM A36-30M '14.
<br />
<br />STEEL TIlBIN6: ASTM A500-<14, 6RADE B.
<br />
<br />HELDED CONNECTIONS: ElOXX ELECTRODES, MiNIMUM SIZE FILLET HELDS 3/16", AHS
<br />CERTIFIED rELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
<br />
<br />HHERE STEEL BEAMS ARE CONTINUOlJS OvcR COLUMNS, PROVIDE rEB STIFFENER
<br />PLA TES ON EACH SIDE OF THE rEB, OF A THICKNESS EQUAL TO BEAM FLAN6E
<br />THICKNESS, LOCAl'ED AT THE CENTER LINE OF THE TlIBE COLUMN.
<br />
<br />THE STEEL FRAME IS "NON-SELF SUPPORTIN6". ADEQUATe TEMPORARY SUPPORT
<br />SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
<br />ELEMENTS ARE IN PLACE.
<br />
<br />o SAMUEL A. GREENBERG, F.E. i3424S
<br />o TI4UY 14. I4UYNH F.E. ~0122
<br />o IRWIN J. 6EN60N, F.E. '49158
<br />o All ABBAS I4AKIM, F.E. ~~ 18~
<br />
<br />TO TI-IE eeeT ~ TI-IE ENGINEER'e 1<N0000EDGE AND eeLlEf, 1l-IE
<br />e~'l'1.lRAL PLANe AND eF1:CIFICATIONe cct1F1.. y WIT14 TI-IE
<br />FLORIDA euILDI~ CODE, eeCTION 16~ ~ 12~ MPI-l 3 eeca.ID
<br />GOeT, e~ '6' WIND ZOO!: (2001 EDITICW.
<br />n..lle DRAUJI~ AND DEelGN Ie vALID ~ 12 ~THe tFrER THE
<br />DATE IT Ie elGNED AND eeALED.
<br />elGNED AND eeALED FOR n-e e~TURAL PORTION ~ THle
<br />DRAUJI~ ONLy.
<br />
<br />ffi REVISED 08-15-03
<br />& CREATED 01-02-02
<br />120 MPH
<br />3 SEC. GUST
<br />
<br />r
<br />
<br />""
<br />
<br />D E DAN6CO
<br />ENGINEERING, FA
<br />p.o. eo>< ~ - APOLLO eeACU - FLOPtIOA - '3&12
<br />~ - (813) 64 1)166 flA>< - (813) 6-4& MU
<br />e. ~.~ tC\ lHESE DRA\\1NGS AND DESIGNS ARE lHE JOINT PROPERTY OF DANSCO ENGINEERING. PA AND lHE
<br />&.-.....,., ~ClIENT ON lHI$ PROJECT. ANY REPRODUC1l0N OR UNAUlHORIZED USE IS PROHIBITED. - 2003
<br />
<br />~~
<br />- \ ecALEN0110
<br />PATE 112/1)2
<br />
<br />lENNA~ 1-IOt1E6
<br />
<br />TAMl-A DM6ION
<br />
<br />--......,
<br />_ . _ "B.V.
<br />N:/BLOCKS/STD 2001
<br />
<br />~
<br />
<br />6Tfi(UCTURAL NOTES eHEeT
<br />
<br />DE JOB NO. PM - 5021 eN1
<br />
<br />~
<br />
<br />"-
<br />
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