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<br />S TRUe TURAL NOTES
<br />
<br />S TRue TURAL NOTES
<br />
<br />S TRue TURAL NOTES
<br />
<br />STRue 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. I. 2.
<br />
<br />I. 1.3.
<br />I, I. 4.
<br />
<br />I. 1.5.
<br />
<br />I. I. o.
<br />
<br />I. 1.1.
<br />
<br />ACI 318-02 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
<br />
<br />ACI 530/ASCE 5/TMS 402-'1'1 ~ ACI 530, I/ASCE O/TMS 002-'1'1
<br />SPECIFICATIONS FOR MASONRY STRtJCllJRES.
<br />
<br />ASTM C2I0-'12, C410-'1I, AND C'10-'10 SPECIFICATIONS FOR MASONRY STRtJCTURES
<br />
<br />NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL
<br />ACCOMPANYING SUPPLEMENTS.
<br />
<br />FLORIDA BUILDING CODE (FBC) , 2001 EDITION
<br />
<br />"MANUAL OF STEEL CONSTRUCTION, ALLOHABLE STRESS DESIGN", BY THE AMERICAN
<br />iNSTITUTE OF STEEL CONSTRUCTION, (AISC) '1TH EDITION.
<br />
<br />"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED HOOD TRUSSES" BY THE
<br />TRUSS PLATE INSTITUTE (TPI) 1'1'15 EDITION.
<br />
<br />3.2.
<br />
<br />3.3.
<br />
<br />1.2. 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 BUILDING CODE REQUIREMENTS FOR STRtJCTURAL CONCRETE
<br />ACI 530/ASCE 5/TMS 402-'1'1 ~ ACI 530, I/ASCE O/TMS 002-'1'1
<br />SPECIFICATIONS FOR MASONRY STRtJCTURES.
<br />ASTM C210-'12, C410-'1I, AND O'lO-ClO SPECiFICATIONS FOR MASONRY STRUCTURES
<br />NATIONAL DESIGN SPECIFICATIONS (NDS) fOR WOOD CONSTRtJCTION, 2001 EDITION, AND ALL
<br />ACCOMP ANYI NG SUPPLEMENTS.
<br />PLYHOOD DESI&N SPECIFICATIONS (APN
<br />FLORIDA BUILDIN& CODE (FBC), 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 HAS 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 HOOD 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 DESIGNED 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 DESIGNED TO RESIST 111E HORST LOAD
<br />COMBINATION RESULTING iN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
<br />BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADiNG 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 On-tERJrjISE IN THE DESIGN PLANS.
<br />
<br />4. MATERIALS
<br />
<br />4.5.
<br />
<br />1.3. SHOP DRAHINGS :
<br />
<br />4. I. REINFORCING STEEL:
<br />
<br />1.3. I.
<br />
<br />I. 3. 2.
<br />
<br />I. 3. 3.
<br />
<br />TI-tERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
<br />DURING THE PREPARATION OF SHOP DR.AYJINes WITHOUT WRITTEN APPROVAL fROM
<br />THE ENGINEER Of RECORD.
<br />
<br />ALL SHOP DRAHiNGS ARE TO BE SUBMITTED TO THE ENGINEER Of RECORD PRIOR TO
<br />n-tE COMMENCEMENT OF CONSTRtJCTION.
<br />
<br />ALL ROOf AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
<br />FLA. REe. PE. AND SHALL INCLUDE: DRAHINGS AND CALCULATIONS, REACTIONS AND
<br />BEARING POINTS, BRACiNG REQUIREMENTS, AND CONNECTIONS TO
<br />SUPPORTING TRUSS MEJv1BERS.
<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 />2. I. I.
<br />2. 1.2,
<br />2. 1.3.
<br />2. 1.4.
<br />2. 1.5.
<br />2. I. O.
<br />2. 1.1.
<br />2. 1.8.
<br />
<br />2. I. '1.
<br />
<br />2. I. 10.
<br />
<br />UNIT WEIGHT Of SOIL, COMPACTED:
<br />UNIT HEIGHT Of REINfORCED CONCRETE .
<br />UNIT HEIGHT Of 8" C.M.U. BLOCK :
<br />1ST fLOOR SUPERIMPOSED LOAD,
<br />UNIT WEIGHT Of 2x4 PARTITION HALLS:
<br />UNIT WEIGHT OF 2xo BEARING HALLS:
<br />BALCONIES ~ DECKS:
<br />TILE ROOf
<br />TOP CHORD :
<br />BOTTOM CHORD :
<br />SHINGLE 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 />15 PSF
<br />10 PSF
<br />
<br />4.2.
<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. O.
<br />2.2.1.
<br />2.2.8.
<br />
<br />2. 2. <1.
<br />
<br />SIDEWALK AND DRIVEWAY LOAD:
<br />6ARA6E LOADS I
<br />CORRIDORS AND BATHROOMS :
<br />PARTITIONED ROOMS.
<br />BALCONY AND DECKS :
<br />STAIRJI'.lAYS 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 />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 DESIGNED TO HITHSTAND A
<br />CONCENTRA TED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
<br />DIRECTION ON THE RAILING.
<br />
<br />ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
<br />HORIZONTAL LOAD Of 50 PLf ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
<br />Of 100 PLf APPLIED VERTICALLY DOHNViARD AT THE TOP Of THE GUARDRAIL
<br />
<br />GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 200lb CONCENTRATED
<br />HORIZONTAL LOAD APPLIED ON I SO. fT. AT ANY POINT IN THE SYSTEM.
<br />
<br />2.3.1., 2.3.2 ~ 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
<br />
<br />4,3.
<br />
<br />SHALL BE APPLIED TO PRODUCE THE MAXIMUM S"ffiESSES IN THE MEMBER COMPONENTS.
<br />HIND LOADS:
<br />
<br />2.4. I.
<br />
<br />2.4.2.
<br />
<br />WIND DESIGN TO BE CONDUGTED IN ACCORDANCE WITH SECT. 1000 Of THE
<br />fBC, 2001 EDITION, AND CONDUCTED BASED ON A 120 MPH, 3 SECOND GUST,
<br />EXPOSURE "5", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING.
<br />
<br />NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE
<br />
<br />DEFLECTIONS :
<br />
<br />2. O. 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. I. I.
<br />4. 1.2.
<br />4. I. 3.
<br />
<br />4. i. 4.
<br />
<br />4. 1.5.
<br />
<br />4. I. O.
<br />
<br />4.1.1.
<br />
<br />4. I. 1:>.
<br />
<br />REINfORCING STEEL SHALL BE ASTM A615-Cl4 GRADE 40, f"~ = 40 KsI
<br />
<br />LAP SPLICE SHALL BE AS fOLLOWS. lt5 BAR 25", lt4 BAR 20", lt3 BAR 15".
<br />
<br />ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINfORCING ARE TO n-tE
<br />CENTERLINE OF EACH BAR EXCEPT WHERE THE COYER DIMENSION IS SHOv.IN 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 S-wENeTH Of THE BAR AND ARE TO BE APPROVED BY THE ENGINEER Of
<br />RECORD.
<br />
<br />DESIGN COYER REQUIREMENTS:
<br />C-I-P CONCRETE fORMED AGAINST EARTH.
<br />C-I-P CONCRETE EXPOSED TO EXTERIOR:
<br />C-I-P CONCRETE NOT EXPOSED :
<br />GROUT FILLED MASONRY :
<br />PRE STRESSED CONCRETE LINTELS (ADD. REBAR IN) .
<br />PRE CAST GROUT FILLED LINTELS (ADD. REBAR IN) .
<br />
<br />WELDED WIRE fABRIC (HHF) , ASTM AI85-ClOa.
<br />
<br />DETAIL REINFORCEMENT IN ACCORDANCE WITH 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 />MODULES OF
<br />MIN. 28 DAY ELASTICITY
<br />DESIGN Wc) DESIGN (E)
<br />
<br />4.6.
<br />
<br />C-I-P CONCRETE (NORMAL HEIGHT)
<br />
<br />2,050 KsI
<br />
<br />2,500 Psi
<br />2,500 Psi
<br />3,000 PSI
<br />
<br />2,050 KsI
<br />3,122 KsI
<br />
<br />C-I-P 6ROUT
<br />
<br />PRE CAST CONCRETE LINTELS
<br />
<br />PRE STRESSED CONCRETE LINTELS
<br />
<br />5,000 Psi
<br />
<br />4,030 Ksl
<br />
<br />CONCRETE SHALL CONSIST OF I" MAXIMUM A66RE6ATE CONCRETE MIX WITH SLUMP
<br />BElY'EEN 0" AND 1" AT TIME Of PLACEMENT. SEE SPECifiCATIONS fOR ADDITIONAL
<br />CRITERIA.
<br />
<br />4.1,
<br />
<br />GROUT SHALL CONSIST Of PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
<br />WITH SLUMP 5ETHEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
<br />ADDITIONAL CRITERIA.
<br />
<br />CONSTRUCTION JOINTS HILL BE PERMITTED
<br />
<br />METHOD OF CONCRETE fORM!Ne, PLACEMENT AND CURINe SHALL BE CONDUCTED IN
<br />ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
<br />
<br />EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR HALKHAYS ~ DRIVElAlAYS) :
<br />3 1/2" MIN. THICKNESS HI MIN. REINfORCEMENT OF 6.0 x 0.0 HI 1.4 x 1.4 HHF @
<br />MID-DEPTH Of SLAB. FIBER MESH MAY BE USED ILO. HHF @ CONTRACTORS DISCRETION.
<br />
<br />CONCRETE PLACEMENT PRP,CTICES 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) lt5 BAR SHALL BE LOCATED @ 8'-0" O.C. MAX, @ BOTH SIDES
<br />OF OPENINGS 0'-0" WIDE OR MORE, @ THE HIGH 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 C'1O-ClO, TYPE II
<br />NON-MOIST1JRE CONTROLLED,
<br />
<br />ALL CELLS ~ CAVITIES BELOH GRADE HILL BE fiLLED HI CONCRETE IN ALL
<br />STEM HALLS.
<br />
<br />THE A66REGATE STRENGTH Of THE BLOCK AND MORTAR SHALL BE f'm = 1,500 PSI
<br />MINIMUM.
<br />
<br />METHOD Of CONCRETE MASONRY PLACEMENT AND CONSTRtJCTION SHALL BE
<br />CONDUGTED IN ACCORDANCE HITH THE SPECifiCATIONS AS STATED.
<br />
<br />MORTAR SHALL BE TYPE "S" fOR ALL MASONRY CONSTRUCTION.
<br />
<br />LINTELS SUPPLIED BY APPROVED MANUFACTURER.
<br />I) FECP/CAST--GRETE CORPORATION
<br />2) POWER CONCRETE
<br />3) ALLIED PRECAST
<br />4) LOTI
<br />5) MARION MASONRY
<br />6) WIEKHA
<br />
<br />S TRUC TURAL LUMBER :
<br />
<br />4.8.
<br />
<br />SOIL:
<br />
<br />4.4.1.1.
<br />
<br />INTERIOR LOAD BEARING HALLS SF.f., fb = 015 PSI, E = 1200 Ksl
<br />ALL EXTERIOR FRAMIN6 SF.f., fb = 015 PSI, E = 1200 Ksl
<br />4.4. 1.2. ALL FRAME HALLS TO BE CONSTRtJCTED USIN6 SF.f. ,
<br />STUD QUALITY OR BETTER
<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 ~ POISONED FOR TERMITES PER fOC 2001 SECTIONS
<br />1042.0, 1042.1, 1403.1.0, 1503.4.4, 1810, 1<110.1.5, 2303.1.4, ~ 2304.
<br />
<br />TERMITE PROTECTION -
<br />PLANS MUST SPEC I FY TYPE OF TERM I TE TREATMENT
<br />
<br />4. 4. 2. ALL PL YHOOD USED fOR EXTERIOR APPUCA TIONS
<br />SHALL BE APA RATED SHEATHINe EXP I U.N.O.
<br />
<br />4.4.3. ALL PL YHOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB fLOORJNG AND
<br />SHEAR HALLS SHALL BE APA RATED SHEATHING EXP I U.N.O.
<br />
<br />4. 4. 4. IF OSB BOARD IS TO BE USED IN PLACE OF PL YHOOD IS TO HAVE SIMILAR OR
<br />GREATER SECTION PROPERTIES.
<br />
<br />. Soil ChemIc.aI Barrier Method
<br />· Other treatment - Must Spec.lfy proposed method and svbmlt doc.vmentat Ion , Nhlc.h
<br />substantiates the proposed method, Is an approved termite protedlon system or method.
<br />IF CHEMICAL SOIL TERMITE TREATMENT IS USED
<br />
<br />I.
<br />
<br />FBC 104.2.0 - "A permanent slq1 Nhlc.h IdentIfies the termite treatment provider
<br />and need for re-Inspec.tlon and treatment c.ontrac.t reneNal shall be provided.
<br />The sign shall be posted near the NateI' heater or eledrlc. panel"
<br />
<br />fBC 1503.4.4 - Condensate and roof dONnspovts shall dlSc.harge at least
<br />1'-0" aNa,:! from the bvllcHng side Nal/s.
<br />
<br />FBC 1503.4.4 - IrrIgatlon/sprlnkler systems Inc.lvdlng all risers and
<br />spralj heads shall not be Installed Nlthln 1'-0" of the bvTldlng side Noll.
<br />
<br />fOC 1403.1.0 - To provide for Inspec.tlon for termite Infestation, betNeen
<br />Noll covering and ~Inal earth grade shall not be less than 6 Inc.hes.
<br />Exc.eptlon: Paint or dec.oratlve c.ementitlovs finish less than 5/8"
<br />thlc.k adhered dlred1y to the fovndatlon Noll.
<br />
<br />fBC IBlo.I.I - InltTal treatment sholl be done after all exc.avatlon
<br />and boc.kflll Is c.omplete.
<br />
<br />FBC 18/0.1.2 - Soil dlstvrbed after the Initial treatment shall be retreated
<br />Inc.lvdlng spac.es boxed or formed.
<br />
<br />FBC 18/6.1.3 - Boxed areas In c.onc.rete floors for subseqvent Installation of traps,
<br />etc., shall be made Nlth permanent metal or plastic. forms. Permanent forms must be
<br />of a size and depth that NIII eliminate the dlsturbanc.e of soli after the Initial treatment.
<br />
<br />fBC 1816./.4 - Mlnimloffi 6 mil vapor retarder mvst be installed to proted against
<br />rainfall dilution. If rainfall occurs before vapor retarder plac.ement,
<br />retreatment Is reqvired.
<br />
<br />FBC 1810./.5 - Concrete overpovr and mortar along the foundation perimeter
<br />must be removed before exterior soil treatment.
<br />
<br />4.4. 5. ONLY STRtJCTURAL LUMBER TO BE USED fOR AN EXTERIOR APPLICATION. WOOD IN
<br />CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
<br />
<br />4.4. O. WHEN PRE ENGINEERED TRUSSES ARE CALLED fOR ON THE PLANS THE
<br />MANUfACTURER IS TO SUBMIT SHOP DR.AYJINGS TO THE ENGINEER OF RECORD.
<br />
<br />4.4.1. DESIGN, fABRICATE AND ERECT HOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN
<br />SPECIFICATION fOR LIGHT METAL PLATE CONNECTED HOOD TRUSSES" BY THE
<br />ANSIITPI 1-1 Cl<:15, HIB-ClI AND QST-88.
<br />
<br />4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARING LOCATIONS W1THOl!T HOODEN TOP PLATES.
<br />
<br />4. 4. <1. ALL EXTERIOR FRAME HALLS SHALL HAVE 1/8" S11JC.CO fiNISH PER ASTM C. '120.
<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 />2.
<br />
<br />3.
<br />
<br />4.
<br />
<br />5.
<br />
<br />o.
<br />
<br />1.
<br />
<br />FASTENERS AND TIE DOHNS :
<br />
<br />8.
<br />
<br />4.5. I.
<br />
<br />FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT L1MIn:D TO ,
<br />
<br />SHAPES, ANGLES, CHANNELS: ASTM A36-36M '14 f~ = 36 KsI
<br />ROUND METAL PIPE: ASTM A53-'14, GRADE B FIj = 35 KsT
<br />SQUARE METAL TUBING: ASTM A500-Cl4, GRADE B F~ = 40KsT
<br />HIGH STRENGTH BOLTS I ASTM A325-'14
<br />MACHINE BOLTS. eALVANIZED ASTM A301-Cl4
<br />
<br />10. FBC 1810.1,6 - Soil treatment must be applied vnder all exterIor c.onc.rete
<br />or grade Nlthin 1'-0" of the strvdure sldeNalls.
<br />
<br /><1.
<br />
<br />4.5.2.
<br />
<br />11. fOC 1810./,6 - An exterior vert Ic.a I c.hemlcal barrier must be installed after
<br />construdlon Is complete, includIng landsc.aplng and irrigatIon. Al1Ij soil disturbed
<br />after the vertical barrier is applied, shall be retreated,
<br />
<br />12. FBC 1816.1.1 - All bvlldlngs are required to have pre-c.onstruc.tlon treatment.
<br />
<br />13. FBC 1810.1.1 - A certifTc.ate of c.ompllonce must be Issued to the bvildlng deportment
<br />b.< a IIc.ensed pest c.ontrol c.ompanlj before a c.ertiflc.ate of oc.c.upanc.,:! NIII be Issued.
<br />The certitlc.ate of c.ompllanc.e shall state: "The bvildlng has rec.eived a c.omplete
<br />treatment for the prevention of svbterranean termite!? The treatment T!? In
<br />ac.c.ordanc.e Nlth the rules and IONS of the florlda Department of Agrlcvltvre
<br />and Consvmer Servlc.es".
<br />
<br />14. FBC 2303.1.3 - After all Nork t5 c.ompleted, loose Nood and fill roost be removed
<br />from beloN and Nithln 1'-0" of the bvIrding. Thl!? Inc.lvdes all grade stake!?,
<br />tub trap boxes, forms, shoring or other cellvlose c.ontalntng material.
<br />
<br />15. FBC 2303.1.4 - No Nood, vegetation, stumps, c.ardboard, trash, etc.,
<br />shall be bvrled Nlthln 15'-0" of an,:! bvlldlng or proposed bvlldlng.
<br />
<br />4.5.3.
<br />
<br />SHEET METAL AC.CESSORIES SHALL CONfORM TO : f4 = 33KsIHITH 6<10
<br />eALVANIZED COATING IN ACCORDANCE WITH ASTM A525-81.
<br />
<br />NAiLS SHALL CONSiST OF . COMMON WIRE NAILS HITH MINIMUM DIAMETER AS
<br />fOLLOWS: 8d = 0.113". 10d = 0.128", 12d = 0.128", lod = 0.135".
<br />
<br />ALL FASTENERS AND TIE DOv.INS 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 />4.5.4.
<br />
<br />4.5.5.
<br />
<br />ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE 111E UPLIFT CAPACITY CALLED
<br />fOR IN THE PLANS ARE A MINIMJM.
<br />
<br />4,5. O.
<br />
<br />ALL fASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND fLOOR TRUSS
<br />STRAPPIN6 ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
<br />SPECIFICATIONS.
<br />
<br />4.5.1.
<br />
<br />CONCRETE EMBEDDED 'J' BOL TS USED fOR UPLIFT ARE TO BE HET SET PRIOR TO
<br />INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
<br />WITH THE DESIGN PLANS, U.N.o. ALTERNATES TO oJ" BOLTS ARE NOTED ON PLANS.
<br />
<br />CONCRETE EMBEDDED TIE DOWNS USED fOR TRUSS AND HALL UPLIFT ARE TO BE
<br />PLACED AROUND EMBEDDED REINFORCING PRIOR TO PLACING GROUT.
<br />
<br />SOIL IS TO BE COMPACTED TO '15% MODIFIED PROCTOR AS DEFINED BY
<br />ASTM D I 551-Cl I
<br />
<br />4.1:>.3.
<br />
<br />4.5.8.
<br />
<br />MICRO-LAM LUMBER:
<br />
<br />4.6. I.
<br />
<br />MICRO-LAM STRESS GRADES SHALL PROVIDE THE fOLLOWING MINIMUM PROPERTIES.
<br />E = 2,000,000 PSI
<br />Fb = 2.'150 PSI
<br />ft = 1,050 PSI
<br />fc. = 500 PSI (PERPENDICULAR)
<br />Fe = 2,100 (PARALLEL)
<br />fy = 285 PSI
<br />
<br />A5 OF DECEMBER 315T, 2~~3, Cl-iROMATED COPPER AR5ENATE (CCA-C)
<br />WILL NO LONGER BE FRODUCED FOR RE51DENTIAL OR GENERAL
<br />CON5UMER U5E. 5EVERAL NEW PRE55URE TREATED WOOD AL TERNATlVE5
<br />I4AVE BEEN CREATED TO REFLACE CCA-C. MANY OF Ti-tE NEW PRE55URE
<br />TREATED WOOD5 U5E C~EMICAL5 Tl-iAT ARE CORR051VE TO 5TEEL. IT 15
<br />Ti-tE CONTRACTOR'5 RE5PON51BILITY TO VERIFY TI4E TYFE OF WOOD
<br />TREATMENT AND TO 5ELECT AFFROFRIATE CONNECTOR5 T~AT RE515T
<br />CORROeION, FOR EXAMPLE, ACQ-C, ACQ-D, C6A-A, OR CA-6 REQUIRE
<br />140T-DIFPED GALVANIZED OR 5TAINLEe5 5TEEL FA5TENER5. DOT 50DIUM
<br />BORATE (5BX) DOE5 NOT.
<br />
<br />ATTENTION: C~EMICAL C~ANGE6 IN FRE66URE TREATED WOOD6
<br />
<br />STEEL:
<br />
<br />4.1. I.
<br />
<br />INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIfiED
<br />STEEL ERECTOR. .
<br />
<br />fABRICATE AND ERECT ALL STRtJCTURAL STEEL IN ACCORDANCE WITH A.I.5.C.
<br />"SPECifiCATION fOR THE DESIGN, fABRICATION. AND ERECTION Of STRtJCllJRAL
<br />STEEL fOR BUILDINGS".
<br />
<br />4.1.2.
<br />
<br />4.1.3.
<br />
<br />STRUCTURAL STEEL: ASTM A36-36M '14.
<br />
<br />4.1.4.
<br />
<br />STEEL TlIBING, ASTM A500-Cl4, GRADE B.
<br />
<br />4.1.5.
<br />
<br />WELDED CONNECTIONS: flOX;< ELECTRODES, MINIMUM SIZE fiLLET HELDS 3/10". AHS
<br />CERTIFiED HELDERS. CERTifiCATION PAPERS TO BE SUBMITTED UPON REQUEST.
<br />
<br />WHERE STEEL BEAMS ARE CONTINUOUS O'v'ER COLUMNS, PROVIDE HEB STifFENER
<br />PLATES ON EACH SIDE Of THE HE5, Of A THICKNESS EQUAL TO BEAM fLAN6E
<br />THICKNESS, LOCATED AT THE CENTER LINE OF THE TlIBE 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 />4.1. O.
<br />
<br />4.1.1.
<br />
<br />o SAMUEL A, GREENBERG, F.E, '34245
<br />o Tl-tUY 14. l-tUYNH F.E. ~0122
<br />D IRWIN J. BENSON, F.E. '4~1S8
<br />DALI AB6A5 l-tAKIM, FE. 41S~'8~
<br />
<br />TO THE eeeT OF THE ~lNEER'e 1<N0J.LEP<;d: ~ eELIEF, n-E
<br />e~ F1..ANe ~ eF1:CIFICATIONe cct1PL Y WITH THE
<br />Fl~IDA 6UllDING COPe, eeCTION 16~ FOR 12" MPl4 3 eeca-lD
<br />GOeT, ~ 'a' WIND Z~ (2001 EDIT1CW.
<br />THle DRAWING AND DEelGN Ie VAliD FOR 12 MONTHe AF'T'ER THE
<br />DATE IT Ie elGNCP.AND eEAL.ED.
<br />elGNED .AND eEAlED FOR THE emJCTURAl.. PORTta-4 OF THle
<br />DRAUJING CNI.. Y.
<br />
<br />& REVISED 08-15-03
<br />
<br />& CREATED 01-02-02
<br />120 MPH
<br />3 SEC. GUST
<br />
<br />D E DAN5CO
<br />
<br />Ef\lGINEE~ING" P A
<br />p.o. eo>< J.. - ~ eI!!AQf - FLOIItIOA - ""12
<br />fIWGlN! - (eIJ) .. eI66 IIA>< - (&13) ... MU
<br />.... ~~ t(\ 1}jESE DRA'MNGS AND DESIGNS ARE 1}jE JOINT PROPERTY Of DANSCO ENGINEERING, PA AND 1}jE
<br />IiiIiiiI' 1IftiiiII'.,. ~ CUENT ON 1}jIS PROvECT. ANY REPRODUCTION OR UNAU1110RlZED USE IS PROHIBITED, - 2003
<br />
<br />
<br />LENNAR 1-IOME6
<br />
<br />TAt'PA DM&lGlN
<br />
<br />B.V.
<br />N:/BLOCKS/STD 2001
<br />
<br />6TFWCTU~ NOTE6 ~ET
<br />
<br />DE JOB NO. PM - 5021
<br />
<br />eN!
<br />
|