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<br />STRue 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. !.
<br />
<br />I. 1.2.
<br />
<br />I, L 3.
<br />I. 1.4.
<br />
<br />I. 1.5.
<br />
<br />I. 1.6.
<br />
<br />I. 1.1.
<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 />
<br />1.2.6.
<br />
<br />ACI 318-02 BUiLDIN6 CODE REOiJIREMENTS FOR STRUCTlJRAL CONCRETe
<br />
<br />ACI 530/ASCE 5/n'1S 402-'1'1 ~ ACI 530, I/ASCE 6/n'1S 602-'1'1
<br />SPECIFICATIONS FOR MASONRY STRlJGTlJRES.
<br />
<br />Asm C210-'12, C416-'1I, AND C'1O-'1O SPECIFICATIONS FOR MASONRY STRUCTlJRES
<br />
<br />NATIONAL DESI6N SPECIFICATIONS (NDS) FOR HOOD CONSTRUCTION, 2001 EDITION, AND ALL
<br />ACCOMP ANY I N6 SUPPLEMENTS,
<br />
<br />FLORIDA BUILDIN6 CODE (FBC) , 2001 EDITION
<br />
<br />3.2.
<br />
<br />"MANUAL OF STeEL CONSTRUCTION, ALLOYiABLE STRESS DESI6N", BY THE AMERICAN
<br />INSTITlJTe OF STeEL CONSTRUCTION, (AISC) '1TH EDITION.
<br />
<br />3.3.
<br />
<br />"DESI6N SPECIFICATION FOR Ll6HT METAL PLATe CONNECTeD HOOD TRUSSES" BY THE
<br />TRUSS PLATe INSTITlJTe (TPI) IGJ'15 EDITION.
<br />
<br />ACI 318-02 BUILDIN6 CODE REQUIREMENTS FOR STRUCTlJRAL CONCRETe
<br />ACI 530/ASCE 5/n'1S 402-'1'1 ~ ACI 530, I/ASCE 6/n'1S 602-'1'1
<br />SPECIFICATIONS FOR MASONRY STRlJGTlJRES.
<br />Asm C210-GJ2, C416-'1I, AND CGJO-'1O SPECIFICATIONS FOR MASONRY STRUCTlJRES
<br />NATIONAL DESI6N SPECIFICATIONS (NDS) FOR HOOD 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 DESIGN METHOD HAS USED TO DESIGN:
<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 DESIGN:
<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 FOLLOHING LOAD COMBINATIONS HERE DESIGNED FOR:
<br />TOTAL DL + FLOOR LL + ROOF LL
<br />TOT AL DL + FLOOR LL + Hi.
<br />TOTAL DL + Hi.
<br />
<br />ALL ROOF AND FLOOR TRUSSES SHALL BE DESI6NED TO RESIST THE HORST LOAD
<br />COMBINATiON RESUL TIN6 iN THE MAXIM1JM STRESSES PLACED ON THAT COMPONENT.
<br />BOTH PARTIAL, F\JLL, AND ALTeRNATIN6 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 />SHOHN OTHERHISE 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 />1.3.2.
<br />
<br />1.3.3.
<br />
<br />THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESI6N PLANS BY OTHERS
<br />DURING THE PREPARATION OF SHOP DRAHIN6S HITHOUT HRITTEN APPROVAL FROM
<br />THE ENGINEER OF RECORD.
<br />
<br />ALL SHOP DRAHINGS ARE TO BE SUBMITTED TO THE EN61NEER OF RECORD PRIOR TO
<br />THE COMMENCEMENT OF CONSTRlJG TION.
<br />
<br />ALL ROOF AND FLOOR TRUSS SHOP DRAHINGS ARE TO BE SI6NED AND SEALED BY A
<br />FLA. RE6. PE. AND SH.ALL INCLUDE: DRAHIN6S AND CALCULATIONS, REACTIONS AND
<br />BEARIN6 POINTS, BRACIN6 REQUIREMENTS, AND CONNECTIONS TO
<br />SUPPORTIN6 TRUSS MEMBERS.
<br />
<br />2. DESIGN LOADS
<br />
<br />2. I. DEAD LOADS:
<br />
<br />2. \. I.
<br />2. L 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. GJ.
<br />
<br />2. I. 10.
<br />
<br />UNIT HEI6HT OF SOIL, COMPACTeD:
<br />UNIT rEl6HT OF REINFORCED CONCRETe :
<br />UNIT rEl6HT OF 8" CM.U. BLOCK :
<br />1ST FLOOR SUPERIMPOSED LOAD:
<br />UNIT HEI6HT OF 2x4 PARTITION HALLS:
<br />UNIT rEl6HT OF 2x6 BEARIN6 HALLS:
<br />BALCONIES t DECKS:
<br />TILE ROOF
<br />TOP CHORD :
<br />BOTTOM CHORD ,
<br />SHI N6LE 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 />1PSF
<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 />2.2.8.
<br />
<br />2. 2. GJ.
<br />
<br />SIDEYiALK AND DRIVEHAY LOAD:
<br />6ARA6E LOADS:
<br />CORRIDORS I ND BATHROOMS ,
<br />PARTITIONED ROOMS,
<br />BALCONY AND DECKS :
<br />STAIRHAYS AND LANDINGS :
<br />ROOF:
<br />Fl.oOR TRUSS
<br />TOP CHORD MINIM1JM ,
<br />
<br />200 PSF
<br />50 PSF
<br />80 PSF
<br />40 PSF
<br />40PSF
<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 RAlLiN6 AND <SUARD 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 <SUARD RAIL SYSTEM'S ARE TO BE DESI6NED TO HITHSTAND A
<br />HORIZONTAL LOAD OF 50 PLF ON THE <SUARDRAIL AND A SIMULTANEOUS LOAD
<br />OF 100 PLF APPLIED VERTICALLY DOHNHARD AT THE TOP OF TI1E 6UARDRAIL
<br />
<br />6UARDRAIL SYSTeM SHALL BE DESI6NED TO HITHSTAND 200lb CONCENTRATED
<br />HORiZONTAL LOAD APPLIED ON I SQ. FT. AT ANY POINT IN THE SYSTeM.
<br />
<br />2,3,1" 2,32 ~ 2.3,3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
<br />
<br />4.3.
<br />
<br />2.4.
<br />
<br />HIND LOADS:
<br />
<br />SHALL BE APPLIED TO PRODUCE THE MAXIM1JM STRESSES IN THE MEMBER COMPONENTS.
<br />
<br />2,4. I.
<br />
<br />2.4.2.
<br />
<br />HIND DESI6N TO BE CONDtx:-TeD 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 SHINGLE, 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 Llv'E LOADS
<br />AND 1/240 TIMES THE SPAN FOR TOTAL LOAD.
<br />
<br />4. I. I.
<br />
<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 />REINFORCIN6 STeEL SHALL BE Asm A615-'14 6RADE 40, f'~ ::: 40 K:;1
<br />
<br />LAP SPLICE SHALL I3E AS FOLLOHS, 1*5 BAR 25", #4 BAR 20", #3 '3AR 15".
<br />
<br />ALL DIMENSIONS PERTAININ6 TO THE LOCATION OF REINFORCIN6 ARE TO THE
<br />CENTERLINE OF EACH BAR EXCEPT HHERE THE COVER DIMENSION IS SHOHN TO TI1E
<br />FACE OF THE CONCRETe.
<br />
<br />REINFORCIN6 DETAIL DIMENSIONS ARE OJT 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 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 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 />NELDED HIRE FABRIC (NHF): Asm AI85-C100.
<br />
<br />DETAIL REINFORCEMENT IN ACCORDANCE HITH ACI 315-LATEST EDITION.
<br />
<br />3"
<br />2"
<br />I 1/2"
<br />3/4"
<br />1 1/2"
<br />1 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 />DESI6N (f'c.) DESI6N (E)
<br />
<br />4.6.
<br />
<br />C-I-P CONCRETe (NORMAL HEI6HT)
<br />
<br />2,050 K:;I
<br />2,050 K:;I
<br />3,122 K:;I
<br />
<br />2,500 P:;I
<br />
<br />C-I-P 6ROUT
<br />
<br />2,500 P:;I
<br />
<br />PRE CAST CONCRETE LINTELS
<br />
<br />3,000 Psi
<br />
<br />PRE STRESSED CONCRETE LINTeLS
<br />
<br />4,030 Ksl
<br />
<br />5,000 Psi
<br />
<br />CONCRETE SHALL CONSIST OF I" MAXIM1JM AG6RE6ATe CONCRETe MIX HITH SLUMP
<br />BElY'EEN 6" AND 1" AT T:ME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
<br />CRITERIA
<br />
<br />4.1.
<br />
<br />GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXiMUM A6GREGATE) CONCRETe MIX
<br />HITH SLUMP BElWIN 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 FORMIN6, PLACEMENT AND CURIN6 SHALL BE CONDUCTED IN
<br />ACCORDANCE HITH THE SPECIFICATIONS AS STATED.
<br />
<br />EARTH SUPPORTeD SLABS (EXCLUDIN6 EXTERIOR HALKYiAYS ~ DRIVEYiAYS) :
<br />3 1/2" MIN. THICKNESS W MIN. REINFORCEMENT OF 6.0 x 6.0 W 1.4 x 1.4 NHF @
<br />MID-DEPTH OF SLAB. FIBER MESH MAY BE USED I.L.O. NHF @ CONTRACTORS DISCRETION.
<br />
<br />CONCRETE PLACEMENT PR)>,CTICES SHALL BE IN ACCORDANCE WALL
<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 W (I) #5 BAR SHALL BE LOCATeD @ 8'-0" O,C. MAX, @ BOTH SIDES
<br />OF OPENIN6S 6'-0" HIDE OR MORE, @ l1-tE HI6H SIDE Of ALL MASONRY HALL
<br />STePS, ~ @ ALL CHAN6ES IN DIRECTION OF THE MASONRY HALLS.
<br />
<br />LOAD BEARIN6 CONCRETe MASONRY BLOCK SHALL BE Asm CGJO-'1O, TYPE II
<br />NON-MOIS1lJRE CONTROLLED.
<br />
<br />ALL CELLS t CAVITIES BELOH GRADE HILL BE FILLED HI CONCRETe IN ALL
<br />STEM HALLS.
<br />
<br />TI1E A66RE6ATe STREN6TH OF THE BLOCK AND MORTAR SHALL BE F'm ::: 1,500 PSI
<br />MINIMUM,
<br />
<br />METHOD OF CONCRETe MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
<br />CONDUCTED IN ACCORDANCE HITH THE SPECIFICATIONS AS STATED.
<br />
<br />MORTAR SHALL BE TYPE "S" FOR ALL MASONRY CONSTRUCTION,
<br />
<br />LINTELS SUPPLIED BY APPROVED MANUFACTlJRER:
<br />I) FECP/CAST-CRETe CORPORATION
<br />2) PONER CONCRETE
<br />3) ALLIED PRECAST
<br />4) LOTT
<br />5) MARION MASONRY
<br />6) HIEKYiA
<br />
<br />4.8.
<br />
<br />S TRUC TURAL LUMBER :
<br />
<br />INTERIOR LOAD BEARING HALLS S.P.F., fb ::: 615 PSI, E ::: 1200 KSI
<br />ALL EXTERIOR FRAMING S.P.F., fb ::: 615 PSI, E ::: 1200 Ksl
<br />4,4. 1.2. ALL FRAME HALLS TO BE CONSTRUCTeD USIN6 S.P.F. ,
<br />STlJD QUALITY OR BETTER
<br />
<br />4.4.1,1.
<br />
<br />SOIL:
<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 FBC 2001 SECTIONS
<br />104.2.6, 104.2.1, 1403.1.6, 1503.4.4, 1816, 1'116.1.5, 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 AP A RATeD SHEATH I N6 EXP I UN.o.
<br />
<br />4.4.3. ALL PL YHOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORIN6 AND
<br />SHEAR HALLS SHALL BE APA RATED SHEATHING EXP IU.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 />6REATER SECTION PROPERTIES.
<br />
<br />4.4. 5. ONLY STRlJGTlJRAL LUMBER TO BE USED FOR AN EXTeRIOR APPLICATION. HOOD IN
<br />CONTACT HITH CONCRETe IS TO RECEIYE A STANDARD 6RADE PRESSURE TREATING.
<br />
<br />4.4.6. HHEN PRE EN61NEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
<br />MANUFACTlJRER IS TO SUBMIT SHOP DRAHIN6S TO THE EN61NEER OF RECORD.
<br />
<br />4.4.1. DESI6N, FABRiCATE AND ERECT NOOD TRUSSES IN ACCORDANCE HITH THE "DESI6N
<br />SPECIFICATION FOR L16HT METAL PLATe CONNECTeD HOOD TRUSSES" BY THE
<br />ANSlfTPl H'1'15, HIB-'11 AND QST-88.
<br />
<br />4.4.8. UNTREATeD HOOD SHALL NOT BE IN DIRECT CONTACT HITH CONCRETE. SEAT PLATeS
<br />SHALL BE PROVIDED AT BEARING LOCATIONS HITHOIJT HOODEN TOP PLATeS.
<br />
<br />4.4. GJ. ALL EXTERIOR FRAME HALLS SHALL HAVE 1/8" S11JC.CO FINISH PER ASm C. '126.
<br />APPLY 3 LAYERS W THICKNESS OF 1/8" O'v'ER METAL LATH. FIRST 2 LAYERS 3/8" THICK.
<br />EACH, AND 3RD LAYER 1/8" THICK.
<br />
<br />, Soil Chemlc.al Barrier Method
<br />, Other treotment - Mvst :;peclfy proposed method and svbmit doc.vmentatlon, Nhlc.h
<br />svbstantlates the proposed metnod, is on opproved termite protec.tlon s~stem or method.
<br />IF CHEMICAL SOIL TERMITE TREATMENT IS USED
<br />
<br />I.
<br />
<br />FBC 1042.6 - "A permanent sign Nhic.h Identifies the termite treatment provider
<br />and need for ('e-Inspec.tlon and treotment c.ontroc.t ('eneNal shall be provided.
<br />The :;Ign shall be posted neor the Nater heoter or electric panel"
<br />
<br />FBC 1503.4.4 - Condensate and ('oof dONn:;povts :;hall d[:;c.horge ot leost
<br />1'-0" aNoy f('om the bvllding :;Ide Nolls.
<br />
<br />FBC 1503.4.4 - I('rlgotlon/sprinkier :;ystems lnc.lvdlng 011 ('[:;ers ond
<br />:;pray heads sholl not be Instolled Nlthln 1'-0" of the bvlldlng :;Ide wall.
<br />
<br />FBC 1403.1.6 - To pr-ovlde for Inspec.tlon for termite Infestation, between
<br />Noll c.overlng ond rlnol eorth grode :;holl not be les:; thon 6 Inches,
<br />Exc.eptlon: Point or dec.orotlve c.ementitlovs finish less than 5/8"
<br />thlc.k odhered dl('ec.tl~ to the fovndotlon woll.
<br />
<br />FBC 1816,1,1 - Inltlol t('eotment sholl be done after 011 exc.avatlon
<br />and boc.kflll I:; c.omplete.
<br />
<br />FBC 18/6.1.2 - Soil dlstv('bed after the Initlol treotment sholl be ('et('eated
<br />Inc.lvdlng spoc.es boxed or fo('med.
<br />
<br />FBC 1816.1.3 - Boxed areos In c.onaete floors for :;vbseqvent Installation of traps,
<br />etc.., sholl be mode with permonent metol or plastic. forms. Permonent forms mvst be
<br />of 0 size ond depth that will ellmlnote the dlstvrbonc.e of 5011 ofter the Inltlol treatment.
<br />
<br />FBC 1816.1.4 - Minimvm 6 mfl vopor ('etorder mv:;t be installed to proted agoinst
<br />rainfall dilvtlon. If rolnfall oc.c.vrs before vopor retorder plac.ement,
<br />ret('eotment is reqvlred.
<br />
<br />FBC 1816.1.5 - Conc.('ete overpovr and mo('tor olong the fovndotlon perimeter
<br />mvst be removed befo('e exterlo(' :;011 t('eotment.
<br />
<br />.f
<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 CONSIST OF BUT ARE NOT liMiTeD TO :
<br />
<br />SH.APES, AN6LES, CHANNELS, ASm A36-36M GJ4 Fy ::: 36 Ksl
<br />ROUND METAL PIPE: ASm A53-'14, GRADE B Fy ::: 35 K:;I
<br />SQUARE METAL TlJBIN6 : ASm A500-GJ4, 6RADE B F~ ::: 40KsI
<br />HI6H STREN6TH BOLTS I ASm A325-GJ4
<br />MACHINE BOLTS: 6ALYANIZED ASm A301-GJ4
<br />
<br />SHEET METAL ACCESSORIES SHALL CONFORM TO : ~ ::: 33KsIHITH 6'10
<br />GALVANIZED COATIN6 IN ACCORDANCE HITH ASm A525-81.
<br />
<br />NAILS SHALL CONSIST OF : COMMON HIRE NAILS H!TH MINIMUM DIAMETER AS
<br />FOLLOHS: 8d ::: 0.113", 10d ::: 0.128", 12d ::: 0.128", 16d ::: 0.135".
<br />
<br />ALL FASTENERS AND TIE DOHNS EMBEDDED IN CONCRETe OR USED IN AN EXTERIOR
<br />APPLICATION ARE TO RECEIVE AN ANTI-CORROSIVE COATIN6 BY MANUf'ACTlJRER
<br />PRIOR TO INSTALLATION.
<br />
<br />'1.
<br />
<br />10. FBC 1816.1.6 - Soil treatment mvst be applied vnder 011 exte('Tor c.onaete
<br />0(' g('ode within 1'-0" of the strvc.tvre :;ldeNolls,
<br />
<br />II. FBC 1816.1.6 - An exterior vertlc.ol c.hemlc.ol borrler mvst be instolled ofter
<br />c.onstrvc.tlon 15 c.omplete, I"c.lvdlng landscoplng ond Irrlgotlon. Any 5011 distvrbed
<br />after the vertic.ol borrier is opplled, shall be retreoted,
<br />
<br />12. FBC 1816,1.1 - All bvlldings ore reqvlred to hove pre-c.onst('vc.tlon treotment.
<br />
<br />13. FBC 18/6,1,1 - A c.ertlflc.ate of c.ompllonc.e mvst be Issved to the bvlldlng department
<br />b\1 0 IIc.ensed pest c.ontrol c.ompony before 0 c.e('tlflc.ote of oc.cvponc.y NIII be Is:;ved.
<br />The c.e('tiflc.ate of c.ompllonc.e sholl :;tote: "The bvildlng hos received a c.omplete
<br />treatment for the prevention of svbterranean termite:;. The treatment Is In
<br />oc.c.ordanc.e Hlth the ('vies ond IONS of the Florida Depo('tment of Ag('lcvltv('e
<br />ond Consvmer Services".
<br />
<br />14. FBC 2303.1.3 - After all No('k Is c.ompleted, loose Nood ond fill mvst be ('emoved
<br />from beloN and Nithln 1'-0" of the bvlldlng. This Inc.lvdes 011 g('ode :;toke:;,
<br />tvb t('op boxes, fOf'ms, sho('Ing 0(' othe(' c.ellvlo:;e c.ontoinlng moterlal.
<br />
<br />15. FBC 2303.1.4 - No Nood, vegetotlon, :;tvmps, c.ardboa('d, tro:;h, etc..,
<br />:;holl be bv('led Nlthln 15'-0" of any bvlldlng or proposed bvllding.
<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 DOHNS, BEAM HAN6ERS, JOIST HAN6ERS, AND FLOOR TRUSS
<br />STRAPPIN6 ARE TO BE INSTALLED IN ACCORDANCE HITH 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, SPACIN6 AND ALI6NMENT ARE TO BE IN ACCORDANCE
<br />HITH THE DESI6N PLANS, UN.o. AL TeRNA TeS TO "J" BOLTS ARE NOTeD ON PLANS.
<br />
<br />CONCRETe EMBEDDED TIE DOHNS USED FOR TRUSS AND HALL UPLIFT ARE TO BE
<br />PLACED AROUND EMBEDDED REINFORCIN6 PRIOR TO PLACIN6 GROUT.
<br />
<br />4.8.3.
<br />
<br />SOIL IS TO BE COMPACTeD TO '15% MODIFIED PROCTOR AS DEFINED BY
<br />ASm 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 FOLLOHIN6 MINIM1JM PROPERTIES:
<br />E = 2,000,000 PSI
<br />Fb::: 2,'150 PSI
<br />Ft::: 1,050 PSI
<br />Fc. = 500 PSI (PERPENDICULAR)
<br />Fc.::: 2,100 (PARALLEL)
<br />Fv::: 285 PSI
<br />
<br />ATTENTION: C~EMICAL C~ANGE5 IN FRE55URE TREATED WOOD5
<br />
<br />A6 OF DECEM6ER 316T, 2003, C~ROMATED COPPER AR6ENATE (CCA-C)
<br />WILL NO LONGER 6E PRODUCED FOR RE61DENTIAL OR GENERAL
<br />CON6UMER U6E. 5EVERAL NEW PRE66URE TREATED WOOD AL TERNATlVE6
<br />~AVE SEEN CREATED TO REPLACE CCA-C. MANY OF T~E NEW PRE66URE
<br />TREATED WOOD6 U6E C~EMICAL6 T~AT ARE CORR061VE TO 6TEEL. IT 16
<br />T~E CONTRACTOR'6 RE6PON6161LITY TO VERIFY T~E TYPE OF WOOD
<br />TREATMENT AND TO 5ELECT APPROPRIATE CONNECTOR6 T~AT RE616T
<br />CORR06/0N. FOR EXAMPLE, ACQ-C, ACQ-D, C6A-A, OR CA-6 REQUIRE
<br />~OT-DIPPED GALvANIZED OR 5TAINLE66 6TEEL FA5TENER5. DOT 60DIUM
<br />60RATE (56X) DOE6 NOT.
<br />
<br />INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
<br />STeEL ERECTOR.
<br />
<br />FABRICATe AND ERECT ALL STRUCTlJRAL STEEL IN ACCORDANCE HITH A.15.C.
<br />"SPECIFiCATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
<br />STeEL FOR BUILDINGS".
<br />
<br />STRUC TlJRAL STEEL, ASm A36-36M GJ4.
<br />
<br />STeEL TlJBING: ASm A500-GJ4, 6RADE B.
<br />
<br />HELDED CONNECTIONS: E10XX ELECTRODES, MINIM1JM SIZE FiLLET HELDS 3/16", AWS
<br />CERTIFIED HELDERS, CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
<br />
<br />HHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE HEB STIFFENER
<br />PLATeS ON EACH SIDE OF THE NEB, OF A THICKNESS EQUAL TO BEAM FLAN6E
<br />THICKNESS, LOCATED AT THE CENTER LINE OF THE TlJBE COLUMN.
<br />
<br />THE STEEL FRAME IS "NON-SELF SUPPORTIN6". .A.DEOiJATe TEMPORARY SUPPORT
<br />SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REOiJIRED CONNECTIONS OR
<br />ELEMENTS ARE IN PLACE,
<br />
<br />D 6AMUEL A. GREENBERG, F.E. i3424S
<br />D Tl-iUY ~. l-iUYNl-i, FE. ~fZ)122
<br />D IRWIN J. BEN60N, F.E. '4~1S8
<br />DALI A66A6 l-iAKIM, FE. ~t018tO
<br />
<br />TO THE eeeT a= THE ENGINEER'& l<Nou.LED6E AND eELlEr, THE
<br />e~ PLANe AND eFECIFICATIONe cct1PL Y WITJ.4 THE
<br />FLORIDA 6UILDINci COPE, eECTION 16'* FOR 12" MPI-1 ~ eEca-lD
<br />ooeT, ~ 'a' WIND Z~ (2001 EDITICW.
<br />THle DRAWm AND DEelGN Ie vAliD FOR 12 t'1a'-ITHe AFTER TI-lE
<br />DATE IT Ie elGNED AND eEAlED.
<br />elGNED AND eEALED FOR THE eTRUCn.lRAL. PORTIa-{ a= TJ.4le
<br />DRAUlINci a-4.. Y.
<br />
<br />& REVISED 08-15-03
<br />& CREATED 01-02-02
<br />
<br />D E DAN5CO
<br />
<br />ENGINEE~ING" P A
<br />PD. eo>< 3.H - Af'OLLO eE!ACW - FLOPtIDA - ,.12
<br />.-wall - (813) ... "... fIA)( · (elJ) ... MU
<br />... ~.... fC\ 111ESE DRA\I1NGS AND DESIGNS ARE 111E JOINT PROPERTf OF DANSCO ENGINEERING, P.A, AND 'T'rlE
<br />1iiIiilI'''''''' \.':::JCUENT ON 1111S PROJECT. ANY REPRODUC1l0N OR UNAU1110RlZED USE IS PROHIBITED. - 2003
<br />
<br />3
<br />
<br />120
<br />SEC.
<br />
<br />MPH
<br />GUST
<br />
<br />
<br />LENNA~ ~6
<br />
<br />
<br />TAt'PA DM&fGlN
<br />
<br />B.V.
<br />N:/BLOCKS/STD 2001
<br />
<br />6TRUCTU~ NOTE6 ~ET
<br />
<br />DE JOB NO. PM - 5021
<br />
<br />eNI
<br />
|