|
<br />/
<br />
<br />~
<br />~
<br />~
<br />J
<br />
<br />~
<br />J
<br />~
<br />
<br />)
<br />J
<br />)
<br />~
<br />
<br />)
<br />!
<br />
<br />'II
<br />t
<br />~
<br />
<br />-
<br />~
<br />)
<br />
<br />E
<br />
<br />.
<br />I
<br />J
<br />J
<br />,
<br />::
<br />
<br />)
<br />~
<br />~
<br />
<br />,
<br />
<br />e
<br />~
<br />j
<br />J
<br />
<br />-
<br />;,
<br />;0
<br />J
<br />
<br />)
<br />)
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<br />..
<br />~
<br />.I
<br />J
<br />
<br />,.
<br />
<br />~
<br />
<br />S TRUe TURAl NOTE:S i~.~''=-o~=-~"~~".
<br />I. SPECIFICATIONS
<br />
<br />I. I.
<br />
<br />S TRue TURAL NOTES
<br />
<br />S TRue TURAL NOTES
<br />
<br />S TRue TURAL NOTES
<br />
<br />3. DESIGN METHOD
<br />
<br />CONSTRUG TIQ~-.j :
<br />
<br />I. i. I.
<br />
<br />I. I. 2.
<br />
<br />I. I. 3.
<br />
<br />I. 1.4.
<br />
<br />I. I.:>.
<br />
<br />!. 1.6.
<br />
<br />I. I. l.
<br />
<br />.---
<br />,.,-. ,.- .--
<br />
<br />3. I.
<br />
<br />ACI 31e-02 WILDING CODE REQUiREMENTS FOR SffiUG11JRAL CONCRETE
<br />ACI 530/ASCE 5fI1"1~ ~~.~':'~. ;:y~! ::;30, i)AscE hM1S 602-'1'1
<br />SPt:CIFiCATONq fs~ ~~A50N.~'i" STRvc:n.)RES.
<br />M)TM <.:'<;!";0?-_8.2, (:.416-'11, AND 0'10-<10 SPECIFiCATIONS FOR MASONRY STRUGTlJRES
<br />NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRLlCTION. 2001 EDITION, AND ALL
<br />ACCOMPANYIN6 SUPPLEMENTS.
<br />FLORIDA BIJILDiN6 CODE (FBC). .:2091 ~l?'TlON
<br />
<br />3.2.
<br />
<br />"MANI.'f\L ()F 'ftfEEL C.ONsTRlJC,TION, AllOHABLE STRESS DESI6N", BY l1-JE AHt'R!cAN
<br />IN~,[Tf1Jm Of: ST8::L CONSTRlJC,TION, (AISC) ClTH EDITION.
<br />
<br />3.3.
<br />
<br />"DESIGN SPECIFICATION FOR liGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
<br />TRUSS PLATE INSTIT1JTE (W!) i'1q? EDITION.
<br />
<br />! 2. DESiGN;
<br />
<br />1.2. I.
<br />
<br />1.2.2.
<br />
<br />1.2.3.
<br />I. 2. 4.
<br />
<br />1.2.5.
<br />
<br />1.2. o.
<br />
<br />ACI 31e-02 BUILDiNG CODE REQUiREMENTS FOR STRUC11JRAL CONCRETE
<br />ACI 530IASCE 5/TMS 402-'1'1 ~ ACI 530, I/A5CE O;n-1S 602-gQ
<br />SPECIFiCATiONS FOR MASONRY STRUCll.JRES.
<br />ASn-1 C210-<:12. <;:.""!.16-'1i, AND CcjO-<10 St'iECit'=ICATIOl-.6 P'OR MASoNRY STRlJC,TiJRES
<br />t;.ATIONAL i7Bie.N SPECIf=iCATIONS (NoS) f=OR HOOD CONSTRUClION. 2001 EDITION, AND ALL
<br />ACCOMPA"iYING SUPPLEMENTS.
<br />PL YHOQD DBi6N SPEcFICATIONS (APA)
<br />FLORIDA l3UiLD.N6 CODE (A3C), 2001 EDITION
<br />
<br />3.4.
<br />
<br />LOAD FACTOR DESIGN:
<br />
<br />4.4.
<br />
<br />3.1. I.
<br />
<br />THE LOAD rACTOR DESI6N METHOD HAS USED TO DESI6N :
<br />CAST-iN-PLACE CONCRETE SLABS AND FOOTINGS
<br />
<br />SERVICE LOAD DESI6N :
<br />
<br />3.2. I.
<br />
<br />THE SERVIce LOAD DES:GN METHOD HAS USED TO DESleN :
<br />~AS<.?NRY HALLS AND liNTELS
<br />INTERIOR AND EXTERIOR HOOD FRAMIN6 AND SHEATHIN6
<br />STAiRS AND FLOOR !"RAMINe
<br />ROOF FRAMIN6, SHEATHIN6 AND UPLiFT
<br />
<br />LOAD COMBINATIONS FOR LFRD DESIGNS ;
<br />
<br />3.3. l.
<br />
<br />3.3.2.
<br />
<br />THE FOLLOWJNG LOAD COMBINATiONS HERE DESIGNED FOR ,
<br />TOTAL DL + fLOOR LL + f<.00f' LL
<br />TOTAL DL + FLOOR Ll. + WL
<br />TOTAL DL + HL
<br />
<br />ALL ROOF AND FLOOR TRUSSES SHALL BE DES!6NED TO RESIST THE HORST LOAD
<br />COMBINATIoN REWLTiNG IN 11-JE MAXIMUM STRESSES PLAcED ON THAT C01'1PONENT.
<br />BOTrl PART1AL, fULL, AND ALTERNATtN6 SPAN LOADING ARE TO BE CONSIDERE'D.
<br />
<br />DESIGN ASSUMPTIONS:
<br />
<br />3.4. I.
<br />
<br />ALL FOIJNDA TIONS ARE CENTERED UNDER SVPPORTED COLUMNS AND HALLS UNLESS
<br />SHOHN 0T'!-IERH1SE IN THE DESIGN PLANS.
<br />
<br />4. MATERIALS
<br />
<br />1.3. SHOP DRAHINGS :
<br />
<br />4. I.
<br />
<br />1.3. !.
<br />
<br />1.3.2.
<br />
<br />1.3.3.
<br />
<br />THERE SHALL ~OT BE ANY DEVIAT10NS FROM THESE DES;OO PLANS BY OTHERS
<br />DURING THE PREPARATION OF SHOP DRAHIN6S HlTHOUT HRITTEN APPROVAL FROM
<br />TIiE EN61NEER OF RECORD.
<br />
<br />AlL SHOP DRA~iNGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PROR TO,
<br />111E COMMENCEMENT OF CONSTRUCTION.
<br />
<br />ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
<br />FLA. RE6. PE. AND SHALL INCLUDE: DRA0liN6S AND cALCULATIONS, REACTIONS AND
<br />BEARiN.G POINTS, BRACiNG REQUiREMENTS, AND CONNECTIONS TO
<br />SUPPORTING TR'v'SS 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 />2. I. I.
<br />2. I. 2.
<br />2. 1.3.
<br />2.1. 4.
<br />2. 1.5.
<br />2. I. o.
<br />2. 1.1.
<br />2. I. e.
<br />
<br />2. I. <1.
<br />
<br />2.1.10.
<br />
<br />UNIT 0EI6HT OF SOIL, COMPACTED:
<br />UNIT NEI6HT OF REINFORCED CONCRETE :
<br />UNIT N::16HT OF e-" C.M.l!. BLOCK :
<br />1ST FLOOR SUPERIMPOSED LOAD ,
<br />UNIT HEIGHT OF 2x4 PARTITION HALLS,
<br />UNIT Jr.E16HT OF 2x6 BEARING HALLS:
<br />BALCONIES ~ DECKS:
<br />TILE ROOF
<br />TOP CHORD ,
<br />BOTTOM C+10RD ,
<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 />!I PSF
<br />12 PSF
<br />15 PSF
<br />
<br />4.2.
<br />
<br />15 PSF
<br />10 PSF
<br />
<br />I PSF
<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. e.
<br />
<br />2. 2. '1.
<br />
<br />SIDEHALK AND DRIVEHAY LOAD:
<br />6ARA6f LOADS :
<br />CORRIDORS AND BATHROOMS:
<br />PARTITIONED ROOMS:
<br />BALCONY AND DECKS ,
<br />STAIR..HAYS AND LANDINGS,
<br />ROOF:
<br />FLOOR TRUSS
<br />TOP CHORD MiNiMUM,
<br />
<br />200 PSF
<br />50 PSF
<br />WPSF
<br />40 pes
<br />40 PSF
<br />40 PSf
<br />20 PSF
<br />
<br />40 PSF
<br />
<br />ROOF TRUSS
<br />TOP CrlORD MiNIMUM:
<br />
<br />20 pes
<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 6UARD RAIL SYSTEM'S ARE TO BE DESIGi-olED TO WITHSTAND A
<br />CONCENTRATED LOAD OF 200 POUNDS APPliED AT ANY POiNT AND IN ANY
<br />DRECT10N ON T+1E RAtLlNG.
<br />
<br />ALL RAILiNe AND GUARD RAIL SYSTEHS ARE TO BE DESIGt-JED TO HI7HSTNlD A
<br />HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAiL AND A SIMVLTANEOUS LOAD
<br />OF 100 PLF APPLIED VERTICALLY DOHNWARD AT THE lOP OF THE GUARDRAIL
<br />
<br />6UARDRAIL SYSTEM SHALL BE DESIGNED TO NiniSTAND 200!b CONC.ENTRATED
<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 REGliIRED TO BE APPLiED SIMULTANEOVSLY, l3UT EAcH
<br />
<br />4.3,
<br />
<br />SHALL BE APPLiED TO PRODVCE THE ~AXIMlJM STRESSES IN THE t'1EMBER COMPONENTS.
<br />HIND LOADS:
<br />
<br />2.4. I.
<br />
<br />2.4.2.
<br />
<br />HIND DESI6N TO BE CONDUGTED IN ACCORDANCE Nlm SECT. 160b OF THE
<br />fBC" 2001 EDITION, AND CONDUCTED BASED ON A 120 MPH, 3 SECOND rSIJST,
<br />EXPOSURE ;'B", IMPORTANCE FACTOR "l" '" 1.0. ENCLOSED l3UILDINrS.
<br />
<br />liET UPliFT DEAD LOADS - 10 PSF SHiNGLE', 15 PSF TilE
<br />
<br />DEFLECTIONS :
<br />
<br />2.0. I.
<br />
<br />FLOOR ffiUSSES SHALL LIMIT DEFLECTION TO 1/3b0 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 />
<br />4. 1.2.
<br />4. 1.3.
<br />
<br />4.1.4.
<br />
<br />4.!.5.
<br />
<br />4. I. 6.
<br />
<br />4. I. '1.
<br />
<br />4. 1.8.
<br />
<br />REINFORCING STEEL SHALL BE ASTM A6i5-Q4 6RAOf' 40, f'y '" 40 KsI
<br />
<br />LAP SPLICE SHALL BE AS FOLLONS: ~5 BAR 25", \1'4 BAR 20", ll'3 Br\R <5".
<br />
<br />ALL DIMf:NSIONS PERTAINING TO THE LOCATION OF REiNrORC:N6 ARE TO THE
<br />CENTERLINE Of EACH BAR EXCEPT ~ mE COYER DIMENSION IS SHQHN TO l1-JE
<br />rACE OF THE CONCRETE.
<br />
<br />REINFORclNrS DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
<br />
<br />REINFORCING MECHANICr\L COUPLERS ARE TO DEVELOP 125 % OF ,HE RE:::QlJIRED
<br />YIELD STREN6TH OF THE BAR AND ARE TO BE APPROv'ED BY THE EN61NEER OF
<br />RECORD.
<br />
<br />DESleN COVER REQUIREMENTS,
<br />C-i-P CONCRETE FORMeD A<SAINST 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 6ROiJT FILLED liNTELS (ADD. REBAR IN) :
<br />HELDED HIRE FABRIC (NHF): ASTM Ale5-ClOa.
<br />
<br />DETAIL R'EINFORCEMENT iN AcCORDANCE wlm ACI 3:5-LATEST EDITION.
<br />
<br />3"
<br />2"
<br />I 1/2"
<br />3/4"
<br />I 1/2"
<br />11/2"
<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. 2E? DAY ELASI1CITY
<br />DESIGN (t'c) DESlrSN (E)
<br />
<br />4.6.
<br />
<br />C-I-P CONCRETE (NORMAL HElrSHT)
<br />C-I-P eROUT
<br />PRE CAST CONcRETE LINTELS
<br />
<br />2,850 Ksl
<br />2,850 K5>1
<br />3,122 KsI I
<br />
<br />2:500 PsI
<br />
<br />2:500 Psi
<br />
<br />3.000 PSI
<br />
<br />PRE ST'RESSED CONCRETE liNTELS 5,000 Psi 4.030 KsI
<br />
<br />CONCRETE SHALL CONSIST OF I" MAXIMUM AG6Rf.6ATE CONCRETE i"'lIX HITH SLUMP
<br />BETHEEN 6" AND T' AT TiME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
<br />
<br />cRiTERIA.
<br />
<br />GROUT SHALL CONSIST OF PEA ROCK (3/B" MAXIM\JM A66RE6ATE) CONCRETE MiX
<br />HITH SLUMP BEl1^iEEN E?" AND 10" AT TIME OF PLAcEMENT. SEE SPECiFICATIONS fOf<.
<br />ADDITiONAL CRITERJA.
<br />
<br />CONSTRUcTION JOINTS NILL BE PERMITTED
<br />
<br />4.1.
<br />
<br />METHOD OF' CONCRETE FORMING, PLAcEMENT AND CURING SHAlL BE CONDUCTED iN
<br />Acc.oRDANcE HITH THE SPECiFICATIONS AS STAIc:D.
<br />
<br />EARTH SUPPORT1:D SLABS (EXCLUDING EXTERIOR HALKHAYS Ii DRIVEWAYS) :
<br />3 1/2" MIN. THiCKNESS HI MIN. REINFORCEME:NT OP 6.0 x 6.0 HI 1.4 x 1.4 rtHF @
<br />HID-DEP1-H OF SLAB. Fl3ER MESH MAY BE USED !LO. HWF @ COtITRACTQRS DISCRETION.
<br />
<br />CONCRETE PLACEMENT PRACTiCES SHALL BE IN ACCORDANCE HI ALL
<br />ACI- HCP Ic;C\C\ 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 HI (I) iQ BAR SHALL BE LOCATED @ b'-O" O.C. MAX, @ BOTH SiDES
<br />OF OPENiN6S 6'-0" HIDE OR MORE, @ 11-JE HIGH SIDE OF ALL MASONRY HALL
<br />STEPS, Ii @ ALL CHAN6ES IN DiRECTION OF THE MASONRY YV\LLS.
<br />
<br />LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM 010-'10, TYPE II
<br />NON-MOIST1JRE CONTROLLED.
<br />
<br />ALL cELLS Ii CAVITIES BELOH rSRADE HILL BE FILLED iAlI CONcRETE IN AlL
<br />STEM HALLS.
<br />
<br />THE A66RE<SATE STRENrSTH OF THE BLOCK AND MORTAR SHALL BE F'm '" 1,500 PSI
<br />MINJMlJM.
<br />
<br />MEmOD OF CONCRETE MASONRY PLACEMENT AND CONSffiUCTION SHALL BE
<br />COND\)CTED IN ACCORDANcE NITH THE SPECifiCATIONS AS STATED.
<br />
<br />MORTAR SHALL BE TYPE "S" FOR ALL MASONRY CONSTRUCT:ON.
<br />
<br />LINTELS SUPPLIED BY APPROVED MANUFAclVRER.
<br />I) FECP/CAS-r-CRETE CORPORATION
<br />2) POv--lER CONCRETE
<br />3) ALliED PRECAST
<br />4) LOTI
<br />5) MARION MASoNRY
<br />0) HIEKYiA
<br />
<br />S TRUe 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. e.
<br />
<br />4.4. ct.
<br />
<br />4.8.
<br />
<br />SOIL:
<br />
<br />INTERIOR LOAD BEARiNG HALLS S.P.F., fb ::: 615 PSI, E '" 1200 Ke-l
<br />ALL EXTERIOR FRAMINrS S.P.F., fb '" 615 PSI, E '" 1200 Ksl
<br />ALL FRAME HALLS TO BE cONSTRIJC.TED USING S.P.F. ,
<br />STUD QlJALITY OR BETTER
<br />
<br />4. e. I.
<br />4. e. 2.
<br />
<br />MINIMUM SOIL BEARING PRESSURE CAPACiTY OF 2000 PSF.
<br />
<br />ALL SOiL IS TO BE CLEAN t POISONED FOR TI::RM1TES PER A3G 2001 SEC T!O~
<br />104.2.0,104.2.1, 1403.!.o, 1503.4.4, lelb, IGtlb.15, 2303.1.4, Ii 2304.
<br />
<br />TERMITE PROTECTION -
<br />PLANS MUST SPECIFY TYPE OF TERMITE TREATMFNT
<br />
<br />ALL PL YVVOD USED FOR EXTERIOR APPLiCATIONS
<br />SHALL BE APA RATED SHEATHIN6 EXP I UN-O.
<br />
<br />ALL PLYHOOD LlSED FOR INTERIOR APPLICATIONS SLlCH AS SUB FLOORING AND
<br />SHEAR NALLS SHALL BE APA RATED SHEATHIN6 EXP I U.N.O.
<br />
<br />If OSB BOARD IS TO BE USED IN PLACE OF PL YHOOD is TO HAVE SIMILAR OR
<br />6REl..TER SECTION PROPERTIES.
<br />
<br />ONLY SffiOCllJRAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATiON. HOOD iN
<br />CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATiNG.
<br />
<br />v./HEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
<br />MANUFACT1JRER IS TO SUBMIT SHOP DRAHiN6S TO THE ENGINEER OF RECORD.
<br />
<br />DESIGN, FABRICATE AND ERECT HOOD TRUSSES IN ACCORDANGE Nlm THE I;DESlrSN
<br />SPEciFICATION FOR L1G+1T METAl PLATE CONNECTED HOOD ffiUSSES" BY THE
<br />ANSlfWl 1-1<1<15, HIB-C!I AND QST -ee.
<br />
<br />UNTREATED HOOD SHAll. NOT BE !N DiRECT CONTACT wlm CONCRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARING LOCATiONS WITl-iOUT HaODEN -rop PLATES,
<br />
<br />ALL E><TER.JOR FRAME HALLS SHALL HAVE 1/e-" ST1JC.CO FINiSH PER ASTM C. Cl26.
<br />APPLY 3 LAYERS HI mlCKNESS OF lie" oYER METAL LATH. Fif<.ST 2 LAYERS 3/8' THICK.
<br />EACH, AND 3RD LAYER lie" THICK.
<br />
<br />. Soil Chemical Barrier Method
<br />. Other treatment - Mi.!st specIfy proposed method and submit doc.umentotlon, ,,,hic.h
<br />sutntantiates the proposed method, is an approved termite prote<:.tion s':jstem or method.
<br />IF CHEMICAL SOIL TERMITE TREATMENT is USED
<br />
<br />I.
<br />
<br />Ff3C. 1042.0 - "A permanent sign whlc.h identifies the ter'l1lte treatment provider
<br />ond need for re:-inspec.tlon and treatment contrad reneNal shall be provided.
<br />Tne sign shcn be posted near the Ha!:er heoter or elec.trlc. panel'
<br />
<br />Ff3C. 1503.4.4 - Condensate and roof doHY1spouts shall dlscharge at Ie:ae-t
<br />1'-0" aHO<j from the buildIng side Halls.
<br />
<br />FBC 1503.4.4 - IrrrgotJon/sprlnk1er systems if"1y1udlng all risers and
<br />SprCl'j heods sha!! not be ine-ta;led ",ithln 1'-0" of tr,e buildIng side Nail.
<br />
<br />FBG 1403.1.0 - To provIde for ln5pec.tion ror termite Infestotlon, bet;."eer
<br />Hall covering and rinal earth grade sha!! not be less than 0 In:;.hes.
<br />Exception: PaInt or decorative c.ementltlovs finish less than 5/8"
<br />thlc.k adhered cHrec.tly to the foundation Hail.
<br />
<br />A3C lelo.1.1 - :nltfol treatment shall be done after all excavation
<br />Clnd backfill Is complete.
<br />
<br />FBC !blo.l.2 - Soil die-turbed after the in It raI treatxent shall be retreated
<br />including ::.paces boxed Of' formed.
<br />
<br />FBG :eI6.1.3 - Boxed areas in conaete floors for ::.vb$equent Installation of tr'ap5,
<br />etc., e-hall be made jr;ith pennanent metal or plastic. forms. Permanent forms Must De
<br />of a size and depth that wlil el1mlnote the dIsturbance of soli dter the initial treatment.
<br />
<br />Ff3C. le!6.'.4 - MlnlrY"JrYi 6 mil vopor retarder must be Instal:ed to protec.t against
<br />rainfall dilution. if raInfall oc.c.Jrs before vapor retar'der plac.emed,
<br />retreatment ;5 required.
<br />
<br />FBC lel6.1.5 - Concrete overpour o!1d mortar along the foundatron perlr~eter
<br />must be removed before exterior soil treatment.
<br />
<br />2.
<br />
<br />3.
<br />
<br />4.
<br />
<br />5.
<br />
<br />6.
<br />
<br />I.
<br />
<br />FASTENERS AND TIE DONNS :
<br />
<br />4.5. I.
<br />
<br />4.:;.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. ,.
<br />
<br />4.5. b.
<br />
<br />e.
<br />
<br />FASTENERS AND TIE DOHNS SHALL CONSIST OF BUT ARE NOT liMITED TO :
<br />
<br />'1.
<br />
<br />SHAPES, ANGLES, CHANNELS: ASTM A3b-36M '14 fl,! = 30 Ksl
<br />ROUND METAL PiPE: ASn-1 A53-'14, 6RADE B Fy '" 35 Ksi
<br />SQUARE METAL l1JBiNG : ASTM A500-'14, 6RADE B F1j '" 461<51
<br />HIrSH STRENGTH BOLTS, ASn--1 A325-C{4
<br />MACHINE BOLTS: 6ALVAN!ZED ASn-1 A301-q4
<br />
<br />10. FBC !eI6.1.6 - Soli treatment mue-t be opplred under oil exterior concrete
<br />or grade Hlhin 1'-0" of the structure ::.ide,,!(:iils,
<br />
<br />II. FBC lel6.I.o - .An exterior vertic-a! c.hemlc.al barrier mue-t be lnstoi!ed after
<br />c.onstrue-tlon Is c.or-nplete, Including !and-:,c.oplng C1f'd irr!gatlon. Any 50i: disturbed
<br />after the vertical Oorrier is appiled, ::.ha'l be retreated,
<br />
<br />12. Ff3C. !e'6.1.1 - All bvildings are required to have pre-cone-trudion treatl'1e<:t.
<br />
<br />13. FBC ieO.!.1 - A certlflc.ote of comp:!onc.e mvst be isS\!ed to the building departrnent
<br />0,1 a Ifcensed pest control compan':j before a certlflc.a!:e of oe-c.upane-Ij Nill be 15::.ved.
<br />nie certificate of c.omplronce 5holl state, "The bv'lding has rec-e!ved a complete
<br />treatment for the preventfon of svbterronean termites. The treatment IS in
<br />ClGGordonGe klj;h the rvles and IONS of the Florida Department or A.grlcvltJre
<br />ar>d consvmer Servlc.es".
<br />
<br />14. Ff3C. 2303.1.3 - After all Hod:. Ie- completed, loose Nood and fill mvst be removed
<br />tro'l1 belOH and Hithrn 1'-0" 01' the wilding. Tnle- InGlvdes all grade stakee-,
<br />tub trap boxes, forms, shortng Or other cellul05e containIng rrooterfal.
<br />
<br />6. FBC- 2303.1.4 - No Nood, vegetation, stl.irY\pS, cardboard, tra5>h, etc.,
<br />sholl be buried Nlthin 15'-0' of ony Ovlldlng or prop05ed Ovlldlng.
<br />
<br />SHEET METAL ACCESSORIES SHALL CONFOf<.M TO , f4 '" 33KsfNlTH 6<10
<br />eALVANIZED COATiNG IN ACCORDAN.CE ~">!ITH ASTM A525-ei.
<br />
<br />NAILS SHALL CONSIST OF , COMMON NIRE NAILS ~lTH MIN!MUM DIAi"CTER AS
<br />FOLLOHS: ed '" 0.113", 10d = 0.12e-', 12d '" 0.128", 16a '" 0.135".
<br />
<br />ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR IJSED IN AN EXTERIOR
<br />APPUCATION ARE TO RECEIVE AN ANTI-CORROSIVE cOATINrS BY MANUFACTURER
<br />PRiOR TO INSTALLATION.
<br />
<br />ALL FASTI::NERS AND TIE DOWNS ARE TO PROViDE THE UPLIFT CAPACITY CALLED
<br />FOR IN THE PLANS ARE A MINIMIJM.
<br />
<br />ALL FASTENER TIE DOWNS, BEAM HAN6E-RS, JOIST HAN6ERS, AND FLOOR ffiUSS
<br />STRAPPING ARE TO BE INSTALLED IN ACCORDANCE NITH 11-€ PLANS AND
<br />SPECIFICATiONS.
<br />
<br />CONCRETE EMBEDDED 'J' BOLTS IJSED FOR UPLIFT ARE TO BE HET SET PRIOR TO
<br />INITIAL SET Of THE CONCRETE, SPACiNG AND ALIE?NMEN-r ARE TO BE IN ACCORDANCE
<br />HITH 11-€ DESlrSN PLANS, UN.o. ALTERNATES TO "J" BOllS ARE NOTED ON PLANS.
<br />
<br />CONCRETE EMBEDDED TIE DOHNS USED FOR ffilJSS AND HALL UPliFT ARE TO BE
<br />PLACED AROUND EMBEDDED REINFORCIN6 PRIOR TO PLACIN6 GROUT.
<br />
<br />4. e. 3.
<br />
<br />SOIL IS TO BE COMPACTED TO '15% MODIFiED PROCTOR AS DEFIt'iED BY
<br />ASTM D i551-'11
<br />
<br />MICRO-LA~ LIJMBER:
<br />
<br />4.6. I.
<br />
<br />STEEL:
<br />
<br />4.1. i.
<br />
<br />4. I. 2.
<br />
<br />4.1.3.
<br />
<br />4.7.4.
<br />4.1.5.
<br />
<br />4.7. o.
<br />
<br />4.7. I.
<br />
<br />MICRO-LAM STRESS GRADES SHALL PROVIDE THE FOLLOHiN6 MINIMUM PROPERTIES:
<br />E '" 2,000,000 PSI
<br />Fb '" 2,'150 PSI
<br />Ft '" 1,e.50 PSI
<br />Fc. = 500 PSI (PERPENDicULAR)
<br />Fe. '" 2,100 (PARALLEL)
<br />Fv '" 200 PSI
<br />
<br />ATTENTION: C~eMICAL C~ANGE$ IN Pt=<E66URE TREATED WOOD6
<br />
<br />,
<br />
<br />AS OF DECEM6eR 315T, 2fZ'fZ'3, CI4ROMATED COFFER ARSENATE (CCA-C)
<br />WILL NO LONGER 6E PRODUCED FOR RE61DENTIAL OR GENERAL
<br />CON5UMER USE. SeVERAL NEW FRE6SU~ TREATED WOOD ALTERNATIVES
<br />~Ave SEEN CREATED TO REPLACE CCA-C. MANY OF T~E NEW p~oeURE
<br />TREATED WOOD5 use C~EMICAL5 T~AT ARE CORR051vE TO STEEL. IT 15
<br />T~E CONTRACTOR'S RE5FON51SILITY TO veRIFY T14E TYFE OF WOOD
<br />TREATMENT AND TO eeLECT AFFROFRIATE CONNECTOR5 THAT REeleT
<br />CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, C6A-A, OR CA-6 REQUIRE
<br />HOT-DIFFED GALVANIZED OR STAINLE55 6TEEL FAeTENER5. DOT SODIUM
<br />60RATE (eSX) DOES NOT.
<br />
<br />INSTALLATION OF ALL S1EEL TO BE PERFORMED BY AN EXPERiENcED, QUALIFIED
<br />STEEL ERECTOR.
<br />
<br />fABRICATE AND ERECT All Sn<UCT1JRAL STEEL IN ACCORDANCE NJTH A.1.s.C.
<br />"SPECiFICATION rOR THE DESlrSN, FABRCATION, AND ERECTION OF STRlJCT1JRAL
<br />STEEL FOR WILDINGS".
<br />
<br />STRUCTURAL STEEL: ASTM A36-36M <:14.
<br />
<br />STEEL TVBiN:S. ASTM A500-'14, GRADE B.
<br />
<br />HEWED CONNECTiONS: El0XX ELECTRODES, MINIMUM SIZE F'LLET HEWS 3/:6", AHS
<br />CERTIFIED HELDERS. CERTiFICATION PAPERS TO BE SVBMITTED UPON REQ()EST.
<br />
<br />WHERE STEEL BEAMS ARE CONTIN\JOUS OVER COLUMNS, PROVIDE hEB STIffENER
<br />PLATES ON EACH SIDE OF IHE v-.EB, OF ,\ THICKNESS EQUAL TO BEAM FLAN6E
<br />THICKNESS, LOCATED AT mE cENTER LINE OF THE TUBE COLUMN.
<br />
<br />THE STEEL !"RAME IS 'NON-saF SUPPORTIN.G". ADEQ()ATE TEMPORARY SUPPORT
<br />SHALL BE PROVIDED BY mE CONTRACTOR UNTIL REQ()IRED CONNECTIONs OR
<br />ELEMENTS ARE IN PLAC.E.
<br />
<br />D 5AMUEL A. GREEN6ER6, FE. ~424&
<br />D T~Y 14. HUYNH FE. ~~122
<br />D IRWIN J. 6EN6ON, P.E. '4~1S8
<br />DALI A66A8 HAKIM, FE. +S~186
<br />
<br />TO 1l-E eeeT C4= T~ ~a'R'e KN~ AND eELIEF, n.e
<br />e~ Pl~ ANI' eA:CIFICATIONS CCt1F'!..Y WITH TI-E
<br />R.~OA eulLD~ CODE, ~CTI~ !~ FOR 120 MA-l :3 ee~
<br />GUeT, ~ '6' WINO Z~ (2~1 EDITICN).
<br />THle DRAUJIN:::, ,t.lo.jp DE~1C1N Ie V.6J,.iD FOR 12 MCNTl-le ~R THE
<br />DATE IT Ie erGNeP t.ND eEALED.
<br />elGNEP ~ eeAU:D ~ THE 6~TI..lRAl. ~Ia-i ~ THle
<br />~ ONLY.
<br />
<br />ill REVISED 08-15-03
<br />& CREATED 01-02-02
<br />
<br />120 MPH
<br />3 SEC. GUST
<br />
<br />,
<br />
<br />D E DAN5CO
<br />ENGINEERING, P A
<br />p.o. eo>< ~ ... APOLLO ef!AO.l ... PLOftiOA ... 3!&~
<br />f8WG'lNI!! - (IMJ) ... ~ "AX a (81)) .. 96U
<br />
<br />-. ~ f(;\ 1liESl:: DRA\\lNGS AND DESIGNS ARE TIJE JOiNT PROPERl'I QF DANSCO ENGl~EERING, PA A:'JO!}JE
<br />..., """""~ ~QJENT ON THIS PS:OJECT. ANY REPRODUCTlO~ OR UNAUTHORIZED USE IS PROH!BlTD. - 2003
<br />
<br />"
<br />
<br />e&U~
<br />- \ 6CAU! NOtED
<br />PATE II2Ifn
<br />
<br />L.ENNAR f..IOt1E6
<br />
<br />TAl"PA DM&fCN
<br />
<br />__ ....1lt..1
<br />.... . ~... .. a,v.
<br />
<br />N;/BLOCKS/STD 2001
<br />
<br />~
<br />
<br />6TRUCTU~ NOTES 6I4EET
<br />
<br />t
<br />
<br />DE JOB NO. PM - 5e>21
<br />
<br />eN!
<br />
<br />..I
<br />
<br />'-.
<br />
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