|
<br />S TR.l)G-rL)r<AL NOTES
<br />
<br />COMPONENT 4: CLADDI~6 DESIGN PRESSURE
<br />(120 MPH, 3 SEC-. GlJST, 2M2 TO 0.'1/12 PITCH, EXPOSURE B, IMPORTANCE PAGTOR::!)
<br />(PSF)
<br />
<br />REC5<U:Rt::D SAFETY GLAZiNG IN HAZARDOUS LOCATiONS
<br />(RE: FBC 2405.2.1)
<br />
<br />TR,BUTARY AREA ROOF Nf\LL
<br />(PT2 )
<br /> (6G-pi = +/- 18) (ecpf - +/ 10)
<br />10 14.<1 -50.1 25.'1 -34.1
<br />20 13.6 -45.4 24.1 -32.4
<br />- 23.2 2",3
<br />50 11.'1 -3".3
<br />100 !05 -34.1 22.0 -20.'1
<br />
<br />2405.1 6ellel'al. I ncHvldva I glozed areas Inclvdlng gross mIrrors In hazardovs :ocatlons
<br />such os those indlwted in 2405.2 shall poss the test requirements of Cpsc. Ib-GFR,
<br />f.'art 1201 or by comparative test shall be pr',,Jven to prodvce or least eo,vlvalemt performances.
<br />
<br />125 105 -34.1 21.1 -202
<br />
<br />N01B: I FOR EJ=FEGTIVE AREAS OR H:ND SPEEDS Bf'THEEN l1-tOSE GIVEN ABOVE, THE
<br />LOAD MAY BE iNTERPOLATED, OTHERNISE IJSE THE LOAD ASSOGIATED HJTrl
<br />Tf-lE LOWER EFFEC riVE AREA.
<br />2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPO;?--'RE BY
<br />MUL T,PL YIN6 BY AD..JUSTMENT COEFFICiENTS IN TABLE IWoLD OF THE FLORIDA
<br />BU'LDIN6 GOOE 2001.
<br />:3 PLUS AND MINUS SI6NS SI6NlfY PRESSURES AGTINe TOHARD AND AHAY FROM
<br />THE BlJILDINe SlJRfAGES.
<br />
<br />Exceptions:
<br />I. Polished "fl"e g[OS5 installed In fIre doQ('s, fire HlndoH$ md vleH pa1lel5 In 1'11"8 re515tclnt
<br />Nalls O!'ld hOZCI!'dous locations In 24052.1(3) ood 24052.1(4) 5nall compl~ H!th ANSI Zct7.!.
<br />2. Approved plastic matulols i.lsed as glozing In nmardoi.ls locatIons shall compl~ Hlth ANSI Zct7.I.
<br />
<br />2405.2 HazordoLis LocatIons
<br />2405.2.1 Tne folloHlng ~hcll be considered spe<:.itlc howrdovs lOCations fo!' the pvrpose
<br />
<br />of glmlng'
<br />
<br />I
<br />
<br />I.
<br />
<br />GlOZIng in sHlnging doors and fixed and sliding pane's of sliding
<br />(patio] door assemblies.
<br />
<br />2.
<br />
<br />Glozinq in doors ond Nails of Bnclosvres for hot tL>b5. ''lhlrloools,
<br />sounaS; steam roorns, bathtvbs.5>hoHers C\rId other s()ch fac1l:ties
<br />",here svch qlozinq ls locol:ed :50 Inches ('114 mm) or less,
<br />meo~;vred hdrlzontolly, from a stanGlIng or f~o!klng surface H:thln
<br />
<br />the enclosvre and ",here the bottom edqe or the e><f?Osed glaZing Is
<br />less thon 00 rnches (1524 mm), meosurecfvertlcClil~, above suc.h
<br />stanalng or Holklng surface.
<br />
<br />PRECAST LINTEL
<br />GRAVITY LOAD TABLE
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />UNFILLED FILLED
<br />
<br />SAFE
<br />
<br />LENGTH
<br />
<br />3.
<br />
<br />Glozing in an indMdval fIxed or operable porel odjac.ent to a door
<br />Hhe!'e the nearest vertIcal edge IS ."Ithin a 24-lnGn (010 mm)
<br />rodlus of the doo(' In 0 closed position G1nd Nhose bottom edqe Is
<br />less than 00 Inches (1524 mrr) above the floor or HCltklng svrface.
<br />
<br />2' 10" (34") PRECAST
<br />3' 6" (42") PRECAST
<br />4' 0" (48") PRECAST
<br />4'-6" (54") PRECAST
<br />5' 4" (64") PRECAST
<br />5' 10"(64") PRECAST
<br />6' 6" (78") PRECAST
<br />7' 6" (90") PRECAST
<br />9' 4" (112~) PRECAST
<br />10' 6" (126") PRECAST
<br />11' 4" (136") PRECAST
<br />12' 0" (144") PRECAST
<br />13'-4" (160") PRECAST
<br />14' a" (168") PRECAST
<br />14' -8" (176") PRE STRESSED
<br />15' 4" (184") PRE STRESSED
<br />17' 4" (206") PRE STRESSED
<br />1 g' 4" (232") PRE STRESSED
<br />21' 4" (252") PRE STRESSED
<br />22' 0" (264") PRE STRESSED
<br />24' 0" (288") PRE STRESSED
<br />
<br />2302 6,861
<br />2302 6,039
<br />2,029 4,657
<br />1,624 I 3,662
<br />1,184 3,241
<br />972 2,718
<br />937 2,332
<br />767 2,040
<br />573 1,529
<br />456 1,392
<br />445 1,234
<br />414 1,140
<br />362 1,073
<br />338 1.003
<br />N.R. 1,370
<br />N.R. 1,203
<br />N.R. 950 I
<br />N,R. 750 I
<br /> -------1
<br />N.R. 610
<br />N.R. 570
<br />N.R. 470
<br />,
<br />
<br />Exception:
<br />I. Glazinq in "ailS perpendicv!or to the plooe of the doQ(' in a c.losed pOSitIon In GrO\!P R3
<br />or Nitfi!n dHeliing unrts In 6rovp R2 sho!1 be svbJect to 2405.2.1(4).
<br />
<br />6[azinq 1'1 an incHvidvol fixed or or:;eroo!e ponel, other than those
<br />4. locotidns descrlbed in Items 2 C!nCl 3 above, thot meets on of tr,e
<br />to!lo.....lng condltions:
<br />4.1 Exposea orea of an Indlvldual pGr:e greater than '1 sq. ft.
<br />(0.84m ) 2
<br />42 Bottom edge less than It'> Inches (451 m:r) above the floor.
<br />43 Top edge greGter thon 36 Inches ('114 mr"i) above the floor.
<br />4.4 One or more ,,'a!kIng svrfoces ,,!thIn 36 inches ('114 mm)
<br />horlzontoil~ of the plare of the glazing.
<br />
<br />5. All glazing In ro!itr"lgs regardless of oreo or heIght above Q Halldng
<br />surfaces InclvdIng str'vctvral baluster panels ond non stn;c.tv('ol In-
<br />rills panels.
<br />
<br />O. Glazing in HOils and ferces enclosing Indoor Clt1d outdoor sHimmlrig pools and
<br />spas Nhere the bottom exposed edge of the glozIng Is, (I) le5s thQn &0 inches
<br />(1525 mm) above the Hol([ng svrfoce 0(1 the pool sIde of the glmfng, and (2)
<br />the glozlng is "ithln 00 inches (;525 mm) horlzontaly of the f-{eiter"s edge of a
<br />sl-limmfng pool or SpG. Tn's shol appl'~ to sing'e glazing Clnd all panes In
<br />rnv:tlple glazing.
<br />
<br />'" SAFE LOAD VALUES ARE BASED ON MANl'FACTURER'S CALCULATIONS.
<br />'" PRECAST LINTELS MAY BE SUPPLIED ONLY BY APPROVED
<br />PRECAST MANUFACTlJRERS. (SEE SECT 4.3)
<br />'" FILLED LOAD VALUES ASSUME A MINIMUM 8" CONCRETE FILLED KNOCK-OUT BLOCK ABOVE
<br />THE PRECAST LINTEL AND ONE #5 BAR IN TIiE liNTEL
<br />
<br />AffiR FlNAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING l1GHTl Y BET\'t'EEN
<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUC110N. LEAVE SPACE FOR SEALING.
<br />
<br />APPLY SEALANT EVENLY TO ll1E FULL DEPll-i OF RECESSES IN ACCORDANCE WlTH THE
<br />MANUFACruRER'S APPUCAllON MANUAL AND INSTRUCTIONS.
<br />
<br />A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENiNG.
<br />FOR WIND SPEEDS UP TO '10 MPH*, PER PITTSBURG CORNING RECOMMENDA nONS FOR
<br />INSTALLAllON OF GLASS BLOCK.
<br />
<br />'" rEXPANSIDN STRIP
<br />
<br />
<br />~ANSION
<br />BOl T (2 PER
<br />ANCHOR)
<br />V
<br />~XP~SIDN STRIP
<br />~SEALANT
<br />
<br />6' MIN.
<br />LAP SPLICE
<br />,,/ REINFORCING
<br />PANEL
<br />
<br />20 QQ. PANEL
<br />ANCADR
<br />9 QQ, PANEL
<br />REINFORCING
<br /><EVERY OTHER ~
<br />
<br />/COURSE> ~~
<br />4f) .... ,~..:.: ":~~~~~
<br />i!~ ~ i;;':;~~W
<br />/ ::::::::;:::: ~~ ~:::: 1':::.:.:::;:: :::::::.
<br />~~~m~~ ~~l::::: :l:::::::.:: .'
<br />/ It~\\ J~i\' \\f"" 6' MIN,
<br />
<br />mn;b r LAP SPLICE
<br />:::.., -' NOTE.
<br />~~ SEALANT SEE GLASS BlaCK
<br />INSTALLATION NDTES.
<br />GLA65 BLOCK DETAIL
<br />
<br />A)
<br />13)
<br />
<br />GLASS BLOCK INSTALLA110N PERFORMED IN ACCORDANCE WITH FBC
<br />
<br />COVER SILL AREA Wlll-i A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR.
<br />
<br />ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSiON STRIP
<br />EXTENDS TO SiLL
<br />
<br />SET A FULL MORTAR BED JOINT. APPLIED TO SILL.
<br />
<br />SET LOWER COURSE OF BLOCK. MAfNTAiN A UNIFORM JOINT W1Dlli OF 3/8" PLUS OR MINUS
<br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURRO'NED. ALL MORTAR SHALL BE
<br />TYPE ,os" OR ~N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSmON. (PLACE
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POS1110N.) DO NOT
<br />REAUGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INl11AL PLACEMENT. FOR SOUD GLASS
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN lliE MORTAR JOINTS OF THE LOWER
<br />COURSES TO PREVENT ll-lE MORTAR FROM BEING "SQUEEZED" OUT.
<br />
<br />INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS V'I1lliIN PANELS. (lliE SAME SPACING
<br />SHALL APPLY TO PANEL ANCHORS 'NHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
<br />LAP REINFORCING NOT LESS ll-lAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />1l-lAN ONE LENGtH. DO NOT BRIDGE EXPANSION JOINTS Wllli REINFORCING. INSTALL
<br />REINFORCING AS FOLLOWS:
<br />
<br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />
<br />.. PRESS PANEL REINFORCING INTO PLACE.
<br />
<br />* COVER PANEL REINFORCING Willi UPPER HALF OF MORTAR BED AND TROWEL
<br />SMOOll-i. DO NO FURROW.
<br />
<br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />FURROW. MAINTAIN UNIFORM JOINT W1Dlli.
<br />
<br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />REMAIN FREE OF MORTAR.
<br />
<br />SlRtKE JOINTS SMOOTH WHILE MORTAR IS SnlL PLASllC AND BEFORE FINAL SET. AT THIS
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
<br />TOOL JOiNTS SMOOlli AND CONCAVE. BEFORE MORTAR TAKES FINAL SET. (REMOVE
<br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT ll1E VOIDS WITH MORTAR.)
<br />
<br />K)
<br />
<br />I)
<br />J)
<br />
<br />c)
<br />D)
<br />
<br />E)
<br />
<br />F)
<br />G)
<br />H)
<br />
<br />* (110mph FASIEST WlND== 130MPH. 3 SEC. GUST. FEe TABLE 1606.1.6.1)
<br />
<br />ROOF DIAPHRAGM NAILING SCHEDULE
<br />
<br />8.1
<br />
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ +
<br />+
<br />
<br />RIDGE UNE ,
<br />
<br />+ + + + + + + + +_ S- + + + + + + + + + + + + + +
<br />+ + + + + + + + b + + + + + + + + + + + + + +
<br />+ + + + + + + + +_1 + + + + + + + + + + + + + +
<br />+ + + + + + + + ~ + + + + + + + + + + + + + +
<br />
<br />+
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ +
<br />
<br />,I
<br />
<br />/
<br />
<br />! A 6';;0" (1'fP.)
<br />
<br />/~+; +++'<~
<br />+ + + +
<br />+ +
<br />+ + + +
<br />'- +++ +++
<br />
<br />+ + + + ~+ + +.. + + + + + + 0\:+ + + + +
<br />+++++ ++ l' +++++++ +++++
<br />+++++ +++<.0 +++++++ +++++
<br />. + + + -~ + +" + + + + + + "
<br />"-RIDGE UNE
<br />120 MPH 3 SECOND GUST EXPOSURE "8" W1ND ZONE 120 MPH 3 SECOND GUST EXPOSURE "8" WIND ZONE
<br />8d Ca~MON NAllS @ 6" O.C. & 8d COMMON NAILS @ 6" a.c. EDGES &
<br />4-" O.C. @ GABLE END WAll OR GABLE TRUSS 3d COMMON NAILS @ 12" O.C. INTERMEDIATE
<br />.1310X2 1/2" lONG GUNNA1L @ 4" a.c. .1310X2 1/2" LONG GUNNAlL @ 4" O.C.
<br />.12~X3" LONG GUNNAlL @ 4" O.C. EDGES & 8" 0 C IN1E'RMEDlATE
<br />.113~X2" LON"G GUNNAIL @ 3" a.c~ .120~X3" LONG GliNNAlL @ 4" a.c.
<br />.0990X2 1/4 LONG GUNNAIL @ 3 a.c. EDGES & 8" a.c. INTERMEDIATE
<br />.113\1lX2" LONG GUNNAIL @ 3" G.C. EDGES
<br />(STAGGERED) & 8" e.c. INlIRMEDIATE
<br />.099~X2 1/4" LONG GUNNAIL @ 3" e.c.
<br />EDCES & 6" a.c. INlIRMEDIATE
<br />
<br />6'-0"
<br />-;
<br />
<br />1/6'-0"
<br />/ /
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ +
<br />+
<br />
<br />+
<br />+ +
<br />+
<br />~ + +
<br />co +
<br /><3 + +
<br />+
<br />+ +
<br />+
<br />+ +
<br />
<br />~
<br />~
<br />
<br />NOTE: 1) SEE STRUClURAL NOTES FOR SHEA11-lING SPEClFlCATlONS AND 'MND SPEED.
<br />2) END JOINTS OF Tl-iE ROOf SHEATl-iING SHALL
<br />BE STAGGERED AND OCCUR ovm FRAMING MEMBER
<br />3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECl1..Y TO SOUTHERN YEU.OW PINE OR DOUGlAS
<br />FlR OR BETlER. IF ROOF FRAMiNG CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST
<br />CONTACT DANSCO ENGiNEERING, P.A. FOR ALTERNATE FOR NAlUNG PATTERN.
<br />
<br />D
<br />
<br />D 6AMUEL A. GREENBERG{ P.E. ~4245
<br />o THUY ;..4. HUYNH, P.E. ~0122
<br />D IRWIN J. 6EN60N{ F.E. ij4~158
<br />D AU ABBAS HAKIM, PE. ~b18b
<br />
<br />.~
<br />
<br />TO Tl4E BEeT OF Tl-!E ENGINEER'e KNa.LlEDGE AND 6EL iff, Ti-1E I
<br />&TRUCTURAL PLANe AND OPECIl=!CATION5 COMPLY '.lJITH Tl-lE I
<br />FLORiDA BUILDING CODE, eECTION 16'* roR 120 i1P1-4 .3 OECOND
<br />GU$T, EXf'05URE 'B' WIND ZONE (2001 EDITtQN).
<br />Tl-/f5 DRAWING AND DE$IGN 15 VALID FOR 12 MCNTl-/5 AFTER TI-,E I
<br />DATe IT Ie 51GNED AND 5EALEO. I
<br />I
<br />516NED AND eEALED FOR THE 5TRUCTUR4L FCRT!QN 01= THIS "
<br />DRMHN(; ONLY. i
<br />
<br />D E ~~~~~~_
<br />
<br />P.o. eox ~ - APOU..O 6EAQ.I ... FLORIDA... 33!';12
<br />~ ... (&13) 64& 0r66 FAX - (&13) 64& %~
<br />eB ~arA\ r() THESE DRA'MNGS AN) DESIGNS ARE THE JOINT PROPERTY CF DANSCO E.'.GINEER:NG, P,A. AND T~l
<br />"'tQ IV ~QJENT ON IrllS PROJECT ANY REPRODUCTION OR UNAUTHCR!1ED I.:SE IS PROHIBiTED. - 2003
<br />
<br />/'
<br />
<br />& CREATED 01-02-02
<br />
<br />3
<br />
<br />120
<br />SEC.
<br />
<br />MPH
<br />GUST
<br />
<br />1 a..
<br />, :l:
<br />,
<br />1 >-
<br /> ..0
<br />.
<br />, ~ .
<br /> (t)
<br />. ~
<br /> '0
<br /> 0
<br />. -
<br /> ~
<br /> <
<br />,
<br /> ~
<br /> 0
<br />,
<br />I .
<br />, r;n
<br />,
<br />: ...,.
<br />~Si
<br />I
<br /> f <>>
<br /> l:I)
<br /> I U
<br /> >
<br /> I <l)
<br /> '0
<br /> ; N
<br /> --
<br /> ...J
<br /> I ~
<br /> I ,
<br /> ! a.
<br /> ::l:
<br /> , '0
<br /> , ....
<br /> a2
<br /> ~
<br /> ; u
<br /> : ca
<br /> a.
<br /> .
<br /> .....
<br /> .....
<br /> <l)
<br /> i :I:
<br /> I q)
<br /> ::z:
<br /> , "
<br /> . oS>
<br /> I ~
<br /> ~
<br /> I
<br /> .....
<br /> I co
<br /> "?
<br /> ~ r::
<br /> i CD
<br /> -
<br /> . \l)
<br /> I (!I)
<br /> ! Cl
<br /> a..
<br /> : ':.l:
<br />
<br />I~OTE: IT IS mE CONTRACTORS RESPONSIBILITY TO RE\I1EW ALL DRAWiNGS BEFORE CONSTRUCTION
<br />BEGINS. DANSCO ENGINEERiNG PA IS RESPONS:BLE FOR mE STRUC1lJRAL iNTEGRITY OF mls
<br />PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESiGN PROfESSIONALS'
<br />SHOP DRAWINGS, CCNTRACTORS' BUILDING MErrlODS, ANI) TI1ESE SiGNED AND SEALED
<br />DRAWiNGS MUST BE BROUGHT TO mE A TIENTlON OF DANSCO ENGINEERING P.A. PRIOR TO
<br />THE COMMENCEMENT OF CONSTRUCTION.
<br />
<br />&EAL\
<br />
<br />ecAJ..E NOTED
<br />DATE 1/2/02
<br />
<br />~
<br />
<br />""
<br />
<br />LENNAR f40MEe
<br />
<br />TAt-iPA OIVI&ION
<br />
<br />DRAU..N 6.'-/.
<br />N: jBLOCKSjSTD 2001
<br />
<br />5TRUCTURAL NOTES .. T A6LE5
<br />
<br />'--
<br />
<br />DE JOe NO, PM - 5021
<br />
<br />~
<br />
<br />i.";if
<br />
<br />~
<br />
|