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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 />I. I. I.
<br />
<br />I. I. 2.
<br />
<br />I. 1.3.
<br />I. 1.4.
<br />
<br />I. 1.5.
<br />
<br />I. 1.6.
<br />
<br />I. 1.1.
<br />
<br />3. I.
<br />
<br />ACI 318-02 BUILDiNG CODE REQlIIREMENTS FOR STRUCTURAL CONCRETE
<br />ACI 530/ASGE 5/TMS 402-ClCl ~ ACI 530, I/Asc.E 6/TMS 602-Cl'1
<br />SPECIFICATIONS FOR MASONRY STRIXTURES.
<br />ASTM C210-Cl2, C416-'1I, AND CClO-ClO SPECIFICATIONS FOR MASONRY STRUCTURES
<br />NATIONAL DESIGN SPECIFICATIONS (NOS) FOR HOOD CONSTRUCTION, 2001 EDITION, AND ALL
<br />ACCOMPANYING SUPPLEMENTS.
<br />
<br />3.2.
<br />
<br />FLORIDA BUILDIN6 CODE (FBc.) , 2001 EDITION
<br />
<br />"MANUAL OF STEEL CONSTRUCTION, ALLOH.ABLE STRESS DES/6N", BY THE AMERICAN
<br />INSTITUTE OF STEEL CONSTRUCTION, (AISC) '1TH EDITION.
<br />
<br />3.3.
<br />
<br />"DESI6N SPECIFICATION FOR L1eHT METAL PLATE CONNEGTED HOOD TRUSSES" BY THE
<br />TRUSS PLATE INSTITUTE (TPI) ICl'15 EDITION.
<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 />I. 2. 5.
<br />1.2.6.
<br />
<br />AGI 318-02 BUILDIN6 GODE REQUIREMENTS FOR STRUCTURAL CONCRETE
<br />AGI 530/ASGE 5/TMS 402-ClCl ~ ACI 530, I/ASCE 6/TMS 602-ClCl
<br />SPEGiFICATIONS FOR MASONRY STRIXTURES.
<br />ASTM C210-'12, C416-'1I, AND CClO-<10 SPECIFICATIONS FOR MASONRY STRUCTURES
<br />NATIONAL DESIGN SPECIFICATIONS (NDS) FOR HOOD CONSTRUCTION, 2001 EDITION, AND ALL
<br />ACCOMPANYING SUPPLEMENTS.
<br />PL YHOOD DESI6N SPECIFICATIONS (APA)
<br />FLORIDA BUILDING 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 FAGTOR DESI6N METHOD H.AS 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 H.AS USED TO DESI6N :
<br />MASONRY HALLS AND liNTELS
<br />INTERIOR AND EXTERIOR HOOD FRAMIN6 AND SHEATHIN6
<br />STAIRS AND FLOOR FRAMING
<br />ROOF FRAMING, 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 + HL
<br />TOTAL DL + HL
<br />
<br />ALL ROOF AND FLOOR 1RUSSES SHALL BE DESI6NED TO RESIST THE HORST LOAD
<br />COMBINATION RESULTING IN THE MAXIMUM STRESSES PLAGED ON THAT COMPONENT.
<br />BOTH PARTIAL, RJLL, AND AL TCRNATIN6 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 H.ALLS UNLESS
<br />SHOHN OTHERWISE IN THE DESIGN PLANS.
<br />
<br />4. MATERIALS
<br />
<br />\. 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 DESI6N PL.ANS BY OTHERS
<br />DURING THE PREPARATION OF SHOP DRAWiNGS HITHQUT HRITTCN APPROVAL FROM
<br />THE ENGINEER OF RECOPD.
<br />
<br />ALL SHOP DRAHIN6S ARE TO BE SUBMITTED TO THE ENGINEER OF REGORD PRIOR TO
<br />THE GOMMENGEMENT OF GONSTRUG TION.
<br />
<br />ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SI6NED AND SEALED BY A
<br />FLA. RE6. PE. AND SHALL INCLUDE, DRAHIN6S AND CALCULATIONS, REACTIONS AND
<br />BEARIN6 POINTS, BRACIN6 REQUIREMENTS, AND CONNEGTIONS TO
<br />SUPPORTIN6 TRUSS MEMBERS.
<br />
<br />2. DESIGN LOADS
<br />
<br />2. I. DEAD LOADS:
<br />
<br />2.2.
<br />
<br />2.3.
<br />
<br />..
<br />~
<br />
<br />2.4.
<br />
<br />l-
<br />i>>
<br />;I
<br />..
<br />
<br />~
<br />..
<br />;)
<br />
<br />;)
<br />II
<br />
<br />~
<br />I)
<br />
<br />;)
<br />E
<br />
<br />2.5.
<br />
<br />::D
<br />.
<br />:I
<br />
<br />-
<br />,.
<br />ii
<br />-
<br />
<br />-
<br />...
<br />
<br />!
<br />
<br />I
<br />...
<br />...
<br />~
<br />
<br />~
<br />t!
<br />!
<br />
<br />..
<br />c:
<br />C
<br />~
<br />jJ
<br />U
<br />.J
<br />..
<br />
<br />I>>
<br />I>>
<br />...
<br />
<br />;::
<br />
<br />.,
<br />...
<br />.,
<br />.:::
<br />~
<br />.J
<br />Q
<br />...
<br />
<br />~
<br />
<br />2. i. I.
<br />2. 1.2.
<br />2. 1.3.
<br />2. 1.4.
<br />2. 1.5.
<br />2. 1.6.
<br />2. 1.1.
<br />2. 1.8.
<br />
<br />2. I. Cl.
<br />
<br />2. I. 10.
<br />
<br />UNIT HEleHT OF SOIL, COMPACTED,
<br />UNIT HEIG+1T OF REINFORCED CONCRETE :
<br />UNIT HEleHT OF B" G.M.U. BLOGK :
<br />1ST FLOOR SUPERIMPOSED LOAD:
<br />UNIT HEIG+1T OF 2x4 PARTITION H.ALLS :
<br />UNIT HEIG+1T OF 2x6 BEARING H.ALLS ,
<br />BALCONIES ~ DECKS:
<br />TILE ROOF
<br />TOP GHORD :
<br />BOTTOM CHORD :
<br />SHINGLE ROOF
<br />TOP CHORD :
<br />BOTTOM CHORD :
<br />FLOOR TRUSSES
<br />
<br />120 PCF
<br />150 PCl'"
<br />40 PSl'"
<br />20 PSl'"
<br />II PSF
<br />12 PSF
<br />15 PSF
<br />
<br />4.2.
<br />
<br />15 PSF
<br />10 PSl'"
<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. '1.
<br />
<br />SIDE0lALK AND DRIVE0lAY LOAD:
<br />6ARA6E LOADS:
<br />CORRIDORS AND BATHROOMS,
<br />PARTITIONED ROOMS:
<br />Br\LCONY ..",ND DECKS :
<br />STAIR.HJ>.-YS AND LANDIN6S :
<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 GHORD 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 RAILlN6 AND iSUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO HITHSTAND A
<br />CONGENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
<br />DIRECTION ON THE RAILlN6.
<br />
<br />ALL RAILlN6 AND iSUARD RAIL SYSTEM'S ARE TO BE DESI6NED TO HITHSTAND A
<br />HORIZONTAL LOAD OF 50 PLl'" ON THE 6l)ARDRAIL AND A SIMULTANEOUS LOAD
<br />OF 100 PLF APPLIED VERTICALLY DOHNHARD AT THE TOP OF THE iSUARDRAIL
<br />
<br />iSUARDRAIL SYSTEM SHALL BE DESI6NED TO HITHSTAND 200lb GONGENTRATED
<br />HORIZONTAL LOAD APPLIED ON I SQ. FT. AT ANY POINT IN THE SYSTEM.
<br />
<br />2.3.1., 2.3.2 ~ 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMLlL T ANEOUSL Y, BUT EAGH
<br />
<br />4.3.
<br />
<br />SHALL BE APPLIED TO PRODIXE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
<br />HIND LOADS:
<br />
<br />2.4. I.
<br />
<br />2.4.2.
<br />
<br />HIND DESi6N TO BE GONDUGTED IN AGC.ORDANCE H/TH SECT. 1606 OF THE
<br />FBc., 2001 EDITION. AND GONDUCTED BASED ON A 120 MPH, 3 SECOND iSUST,
<br />EXPOSURE "B", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDIN6.
<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 11300 TiMES THE SPAN FOR LIVE LOADS
<br />AND 1/240 TIMES THE SPAN FOR TOTAL LOAD.
<br />
<br />4.5.
<br />
<br />RE I NFORC I NG 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. 1.8.
<br />
<br />REINFORCING STEEL SHALL BE ASTM A615-C!4 GRADE 40, f'~ = 40 Ksl
<br />
<br />LAP SPLICE SHALL BE AS FOLLOHS: #5 BAR 25", !t4 BAR 20", #3 BAR 15'.
<br />
<br />ALL DIMENSIONS PERTAININ6 TO THE LOCATION OF REINFORGING ARE TO THE
<br />GENTERLlNE OF EAGH BAR EXGEPT HHERE THE GOVER DIMENSION IS SHOHN TO THE
<br />FACE OF THE CONCRETE.
<br />
<br />REINFORCIN6 DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
<br />
<br />REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED
<br />YIELD STREN6TH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
<br />RECORD .
<br />
<br />DESIGN COVER REQUIREMENTS:
<br />C-I-P CONCRETE FORMED A6AINST EARTH:
<br />C-I-P CONCRETE EXPOSED TO EXTERIOR:
<br />C-I-P CONCRE1e NOT EXPOSED :
<br />6ROUT FILLED MASONRY:
<br />PRE STRESSED CONGRETE LINTELS (ADD. REBAR IN) :
<br />PRE CAST GROUT FILLED LINTELS (ADD. REBAR IN) :
<br />
<br />HELDED HIRE FABRIC (rlHF): ASTM AI85-ClOa.
<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 />CONGRETE TYPE
<br />
<br />MODULES OF
<br />MIN. 2e> DAY ELASTICITY
<br />DESIGN Wc.) DESI6N (E)
<br />
<br />4.6.
<br />
<br />C+P CONCRETE (NORMAL HEleHT)
<br />C+P GROUT
<br />PRE GAST GONGRETE LINTELS
<br />PRE STRESSED CONCRETE LINTELS
<br />
<br />2;500 Psi
<br />
<br />2,b50 Ksl
<br />
<br />2;500 Psi
<br />3,000 PSI
<br />
<br />2,b50 Ksl
<br />3,122 KsI
<br />
<br />5,000 Psi
<br />
<br />4,030 KsI
<br />
<br />CONCRETE SHALL GONSIST OF I" MAXIMUM A66REGATE CONCRETE MIX HITH SLUMP
<br />BETWEEN 6" AND T' AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
<br />CRITERIA.
<br />
<br />6ROUT SHALL GONSIST OF PEA ROGK (3/8" MAXIMUM AGGREGATE) CONGRETE MIX
<br />HITH SLUMP BETHEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPEGIFICATIONS FOR
<br />ADDITIONAL CRITERIA.
<br />
<br />CONSTRUGTION JOINTS HILL BE PERMITTED
<br />
<br />4.1.
<br />
<br />METHOD OF CONCRETE FORMIN6, PLACEMENT AND CURIN6 SHALL BE CONDUCTED IN
<br />ACGORDANCE HITH THE SPECIFICATIONS AS STATED.
<br />
<br />EARTH SUPPORTED SLABS (EXCLUDIN6 EXTERIOR H.ALK0lAYS ~ DRIVE0lAYS) :
<br />3 1/2" MIN. THICKNESS HI MIN. REINFORCEMENT OF 6.0 x 6.0 HI 1.4 x 1.4 rlHF @
<br />MID-DEPTH OF SLAB. FIBER MESH MAY BE USED ILO. rlHF @ GONTRAGTORS DISCRETION.
<br />
<br />GONCRETE PLACEMENT PRAGTICES SHALL BE IN AGWRDANCE HI ALL
<br />ACI- MCP 1'1'1Cl 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 GELLS HI (I) #5 BAR St1ALL BE LOGA TED @ 8'-0" O.C. MAX, @ BOTH SIDES
<br />OF OPENINeS 6'-0" HIDE OR MORE, @ THE HleH SIDE OF ALL MASONRY Hf>..LL
<br />STEPS, t @ ALL CHAN6ES IN DIRECTION OF THE MASONRY H.ALLS.
<br />
<br />LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM CClO-ClO, TYPE II
<br />NON-MOISlVRE CONTROLLED.
<br />
<br />ALL CELLS ~ CAVITIES BELOH GRADE WILL BE FILLED HI CONCRETE IN ALL
<br />STEM H.ALLS.
<br />
<br />l1-1E A66RE6ATE STREN6TH OF THE BLOGK AND MORTAR SHALL BE F'm = 1;500 PSI
<br />MINIMUM.
<br />
<br />METHOD OF GONGRETE MASONRY PLAGEMENT AND GONSTRUGTION SHALL BE
<br />CONDUCTED iN AGCORDANCE HITH THE SPEGIFICATIONS AS STATED.
<br />
<br />MORTAR SHALL BE TYPE "S" FOR ALL MASONRY GONSTRIXTION.
<br />
<br />LINTELS SUPPLIED BY APPROVED MANUFAGTURER:
<br />I) FEGP/CAST-GRETE CORPORATION
<br />2) POHER CONGRETE
<br />B) ALLIED PREGAST
<br />4) LOTT
<br />5) MARION MASONRY
<br />6) HIEKy,jA
<br />
<br />S TRUC TURAL LUMBER :
<br />
<br />4.4.1.1.
<br />
<br />4.8.
<br />
<br />SOIL:
<br />
<br />INTER[OR LOAD BEARING HALLS S.P.F., fb = 615 PSI, E = 1200 KsI
<br />ALL EXTERIOR FRAMIN6 S.P.F., fb = 615 PSI, E = 1200 Ksl
<br />4.4. 1.2. ALL FRAME H.ALLS TO BE CONSTRUCTED LJSING S.P.F. ,
<br />STUD QUALl1Y OR BETTER
<br />
<br />4. 4. 2. ALL PL YHOOD USED FOR EXTERIOR APPLICATIONS
<br />SHALL BE AP A RATED SHEA THI NG EXP I UN.o.
<br />
<br />4.4.3. ALL PLYHOOD USED FOR INTERIOR APPLICATIONS SUGH AS SUB FLOORING AND
<br />SHEAR HALLS SHALL BE APA RATED SHEATHIN6 EXP I UND.
<br />
<br />4. 4. 4. IF 055 BOARD IS TO BE USED IN PLAGE OF PL YHOOD IS TO HAVE SIMILAR OR
<br />GREA TER SEG TION PROPERTIES.
<br />
<br />4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD IN
<br />CONTACT HITH GONGRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATIN6.
<br />
<br />4.4. 6. ~N PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
<br />MANUFACTURER IS TO SUBMIT SHOP DR..AHIN6S TO THE EN61NEER OF RECORD.
<br />
<br />4.4.1. DESIGN, FABRIGATE AND ERECT HOOD TRUSSES IN AGCORDANCE HITH THE "DESI6N
<br />SPECIFICATION FOR LleHT METAL PLATE CONNEGTED HOOD TRUSSES" BY THE
<br />ANSIIWI HCl'15, HIB-ClI AND QST-88.
<br />
<br />4.4. B. UNTREATED HOOD SHALL NOT BE IN DIREGr GONTAGT HITH GONGRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARING LOGA TIONS HITHOUT HOODEN TOP PLATES.
<br />
<br />4. 4. Cl. ALL EXTERIOR FRAME H.ALLS SHALL HAVE 1/8" ST1..JGCO FINISH PER ASTM C. Cl26.
<br />APPLY 3 LAYERS HI THICKNESS OF 1/8" OYER METAL LAn-I. FIRST 2 LAYERS 3/8" THICK.
<br />EACH, AND 3RD LAYER liB" THICK.
<br />
<br />4.8. I.
<br />4.8.2.
<br />
<br />MINIMUM SOIL BEARIN6 PRESSURE CAPACI1Y OF 2000 PSF.
<br />
<br />ALL SOIL IS TO BE CLEAN t POISONED FOR TERMITES PER FBc. 2001 SECTIONS
<br />1042.0, 104.2.1, 1403.1.0, 1503.4.4, 1816, ICl[6.1.5, 2303.1.4, ~ 2304.
<br />
<br />TERMITE PROTECTION -
<br />PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT
<br />
<br />. Soil Chemic-aI Barrier Method
<br />. Other treatment - Must spec.lf~ proposed method and submit doc.vmentatlon, Nhlc.h
<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 />FBC 1042.0 - "A permanent sign Nhlc.h Identifies the termite treatment provider
<br />and need for re-Inspectlon and treatment c.ontrac.t reneNal 5hall be provided.
<br />The sign shall be posted near the Nater heater or elec.trlc. panel"
<br />
<br />FBc. 1503.4.4 - Condensate and roof dONllspovts shall dlsc.harge at least
<br />1'-0" aNa~ from the bvildlng side Nalls.
<br />
<br />FBc. 1503.4.4 - IrrigatIon/sprinkler s~stems Inc.lvdlng all risers and
<br />spra':j heads shall not be Installed Nlthln 1'-0" of the bvllding side Noll.
<br />
<br />FBC 1403.1.0 - To provide for Inspec.tlon for termite Infestation, betNeen
<br />Nail c.overing and tlnal earth grade shall not be less than 6 Inc.hes.
<br />Exc.eptlon: Paint or dec.orotlve c.ementltlovs finish less than 5/8"
<br />thlc.k adhered dlrec.tl~ to the fovndotlon Noll.
<br />
<br />FBc. 1816.1.1 - Initial treatment sholl be done after all exc.avatlon
<br />and bac.kflll 15 c.omplete.
<br />
<br />FBc. 1816.1.2 - Soil disturbed after the Initial treatment shall be retreated
<br />Inc.lvdlng spoc.es boxed or formed.
<br />
<br />FBC 1816.1.3 - Boxed areas In c.onc.rete floors for svbsequent ln5tallotlon of traps,
<br />etc.., shall be made Nlth permanent metal or plastic. forms. Permanent form5 must be
<br />of a sIze and depth that NIII ellmlnote the disturbanc.e of soil after the Initial treatment.
<br />
<br />FBc. 1816.1.4 - Minimum 6 mil vapor retarder must be Installed to protec.t against
<br />rainfall dlllitlon. If rainfall Oc.c.lirs before vapor retarder plac.ement,
<br />retreatment Is reqvlred.
<br />
<br />FBc. 1816.15 - Gonc.rete over-pour and mortar along the foundatIon perimeter
<br />must be removed before exterior soli treatment.
<br />
<br />2.
<br />
<br />3.
<br />
<br />4.
<br />
<br />5.
<br />
<br />6.
<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 />4.5.6.
<br />
<br />4.5.1.
<br />
<br />4.5.8.
<br />
<br />8.
<br />
<br />FASTENERS AND TIE DOHNS SHALL GONSIST Of' BUT ARE NOT LIMITED TO :
<br />
<br />SHAPES, AN6LES, CHANNELS: ASTM A36-36M Cl4 F~ = 36 KsI
<br />ROUND METAL PIPE: ASTM A5B-C!4, 6RADE B Fy = B5 Ksl
<br />SQUARE METAL TUBIN6 : ASTM A500-C!4, GRADE B F~ = 40KsI
<br />HleH STREN6TH BOLTS : ASTM A325-C!4
<br />MAGHlNE BOLTS: 6ALVANIZED ASTM A301-Cl4
<br />
<br />SHEET METAL ACCESSORIES SHALL CONf'ORM TO : F\.j = 33KsIHITH 6<10
<br />GALVANIZED c.oATIN6 IN AGCORDANCE HITH ASTM A525-81.
<br />
<br />NAILS SHALL CONSIST OF : COMMON HIRE NAILS HITH MINIMUM DIAMETER AS
<br />FOLLOHS: 8d = 0.113", lOd = 0.128", 12d = 0.128", 16d = 0.135".
<br />
<br />ALL FASTENERS AND TIE DOHNS EMBEDDED IN CONGRETE OR USED IN AN EXTERIOR
<br />APPLICATION ARE TO REGEIVE AN ANTI-C.ORROSIVE COAT\N6 BY MANUFAGTURER
<br />PRIOR TO INSTALLATION.
<br />
<br />ALL FASTENERS AND TIE DOHNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />
<br />ALL FASTENER TIE DOWNS, BEAM HAN6ERS, JOIST HANeERS, AND FLOOR TRUSS
<br />STRAPPING ARE TO BE INSTALLED IN AGGORDANCE HITH THE PLANS AND
<br />SPECIFICATIONS.
<br />
<br />q.
<br />
<br />10. FBc. 1816.1.0 - Soil treatment must be applied vnder all exterior c.onc.rete
<br />or grade Nlthin 1'-0" of the 5trUc.ture sldeHalls.
<br />
<br />II. FBC 1816.1,6 - Ari exterior vertic.al c.hemlc.al barrier must be installed after
<br />C;Ol1strlic.tlon Is c;omplete, Inc./udlng landsc.aplng and IrrigatIon. M':jSOII dlstlirbed
<br />after the vertlc.al barrier Is applied, shall be retreated,
<br />
<br />12. FBc. 1816.1.1 - All bvlldlngs are required to have pre-c.onstrvc.tlon treatment.
<br />
<br />lB. FBc. 18/6.1.1 - A c;ertiflc.ate of c.ompllanc;e must be Issued to the olilldlng department
<br />bt..l a IIc.ensed pest c.ontrol c.ompany before a c.ertlflc.ate of oc.c.vpanc.~ NIII be 15sued.
<br />The c.ertlflc.ate of c.omplianc.e sholl state: "The bvlldlng has rec.elved a c.omplete
<br />treatment for the prevention of subterranean termites. The treatment Is In
<br />ac.c.ordanc.e Nlth the rules and IONS of the Florida Department of Agrlc;vltvre
<br />and GonSlimer Servlc.es".
<br />
<br />14. FBc. 2303.1.3 - After all Nork Is c.ompleted, loose Hood and frll must be removed
<br />from beloH and Nithln 1'-0" of the bvllding. This Inc.lvdes all grade stakes,
<br />tvb trap boxes, forms, shoring or other c.ellvlose c.ontalnlng material.
<br />
<br />15. FBc. 2303.1.4 - No Nood, vegetation, 5tvmps, c-ardboard, trash, etc..,
<br />shall be bvrled Nlthln 15'-0" of an~ bvlldlng or proposed bulldlng.
<br />
<br />CONCRETE EMBEDDED 'J' BOLTS 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 />HITH THE DESI6N PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
<br />
<br />CONGRETE EMBEDDED TIE DOHNS USED FOR TRUSS AND HALL UPliFT ARE TO BE
<br />PLAGED AROUND EMBEDDED REINf'ORCING PRIOR TO PLACIN6 GROUT.
<br />
<br />4.8.3.
<br />
<br />SOIL IS TO BE COMPACTED TO '15% MODIFIED PROCTOR AS DEFINED BY
<br />ASTM D 1551-ClI
<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 St1ALL PROVIDE THE FOLLOHIN6 MINIMUM PROPERTIES,
<br />E = 2,000,000 PSI
<br />Fb = 2,<150 PSI
<br />Ft = 1,850 PSI
<br />Fc. = 500 PSI (PERPENDICULAR)
<br />Fc. = 2,100 (PARALLEL)
<br />Fv = 2B5 PSI
<br />
<br />ATTENTION: Cl-4EMICAL Cl-4ANGES IN PRESSURE TREATED UJOODS
<br />
<br />A5 OF DECEMBER 316T, 2~fZ)3, C~ROMATED COPPER AR6ENATE (CCA-C)
<br />WILL NO LONGER BE PRODUCED FOR r<e5IDENTIAL OR GENERAL
<br />CON5UMER U6E. 5EVERAL NeUJ FRE6eURE TREATED WOOD ALTERNATlVE6
<br />~AVE SEEN CREATED TO REPLACE CCA-C. MANY OF TI4E NEW PRE66URE
<br />TREATED UJOOD5 U6E C14EMICAL6 T~AT ARE CORR061vE TO 5TEEL. 11" 16
<br />TI4E CONTRACTOR'5 RE6PON5161LITY TO VERIFY T14E TYFE OF WOOD
<br />TREATMENT AND TO 6ELECT AFFROFRIATE CONNECTOR5 TI4AT RE616T
<br />CORR06/0N. FOR EXAMFLE, ACQ-C, ACQ-D, C6A-A, OR CA-6 REQUIRE
<br />~OT-DIFFED GALvANIZED OR eTAINLEe5 eTEEL FAerENER6. DOT'60DIUM
<br />BORATE (SeX) DOE5 NOT.
<br />
<br />INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENGED, QUALIFIED
<br />STEEL ERECTOR.
<br />
<br />FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE HITH A.I.5.C.
<br />"SPEGIFIGATION FOR n!E DESI6N, FABRIGATION, AND EREGTION OF STRUGTtJRAL
<br />STEEL FOR BUILDIN6S".
<br />
<br />STRLJG.lVRAL STEEL: ASTM A36-36M '14.
<br />
<br />STEEL TUBIN6: ASTM A500-C!4, 6RADE B.
<br />
<br />HELDED CONNECTIONS: ElOXX ELECTRODES, MINIMUM SIZE FILLET HELDS 3/16". AHS
<br />GERTIFIED HELDERS. GERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
<br />
<br />HHERE STEEL BEAMS ARE CONTINUOUS OVER WLUMNS, PROVIDE HEB STIFFENER
<br />PLATES ON EAGH SIDE OF THE HE3, OF A THICKNESS EQUAL TO BEAM FLAN6E
<br />THICKNESS, LOGATED AT THE CENTER LINE OF THE TUBE GOLUMN.
<br />
<br />THE StEEL FRAME IS "NON-SELF SUPPORTING". ADEQlIATE TEMPORARY SUPPORT
<br />SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
<br />ELEMENTS ARE IN PLACE.
<br />
<br />D &AMUEL A GREEN6ERG, F.E. t:34245
<br />D T~UY ~. ~UYN~, F.E. ~~122
<br />D IRWIN J. 6EN5ON, F.E. .4~158
<br />DALI A66A5 ~AKIM, FE. 4IS~18~
<br />
<br />TO THe eeeT C4= THe ~lNEER'e t<l-l~ Pl'iD eELla:, THE
<br />e~ ~ Pl'iD eFECIFICATI~e cct1P1..Y WITH THE
<br />FLORIDA eull_DI~ cooe, eeCTIa-.l16~ FOR 12" ~ 3 ee~
<br />GOeT, ~ 'a' WIND ZOO! (2001 EPITICW.
<br />THle DAAJ)~ Pl'iD DeelGN 15 VAl...ID FOR 12 I'1a-4n-1e >>TER THe
<br />DATe IT Ie 51GNED ~ eeAl...ED.
<br />SIGNED AND eeAI...ED FOR THe S~TlJRAL. FORTla-.l OF THIS
<br />DRAWINCS a-a. Y.
<br />
<br />D E DANeCO
<br />
<br />ENGINEERING" P A
<br />PD. ISO)( ~H · AftOLLO eI!!ACW · FLOIltIOA · ""12
<br />PWGN! · (eIJ) ... '*6 PA>< · (&15) .. MU
<br />... ~... fC\ THESE DRA'MNGS AND DESIGNS ARE Tl1E JOINT PROPERT'T' OF DANSCO ENGINEERING, P.A. AND Tl1E
<br />....,....,.., ~CUENT ON Tl1IS PROJECT. ANY REPRODUCTION OR UNAUTl10RlZED USE IS PROHI81TED. - 2003
<br />
<br />& REVISED 08-15-03
<br />& CREATED 01-02-02
<br />
<br />3
<br />
<br />120
<br />SEC.
<br />
<br />MPH
<br />GUST
<br />
<br />
<br />l.ENNAR 1-IOME6
<br />
<br />TRPA DM&lGlN
<br />
<br />B.V.
<br />N:/BLOCKS/STD 2001
<br />
<br />61ltUCTU~ NOTE& ~ET
<br />
<br />DE Joe NO. FM - 5~21 eN1
<br />
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