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<br />S TRUe TURAL NOTES
<br />
<br />COMPONENT ~ CLADDING DESIGN PRESSURE
<br />(120 MPH, 3 SEC. 6VST, 2.11I2 TO 6.GJ/12 PITCH, EXPOSURE B, IMPORTANCE FACTOR=I)
<br />(PSF)
<br />
<br />REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
<br />(RE: FBC 2405.2.1)
<br />
<br />TRIBUTARY AREA ROOF HALL
<br />(FT')
<br /> (GCp' = +/- 18) (GCp' = +/- 18)
<br />10 14.GJ -50.1 25.GJ -34.1
<br />20 13.6 -45.4 24.1 -32.4
<br />50 II.GJ -3GJ.3 232 -2GJ.3
<br />100 105 -34.1 22.0 -26.GJ
<br />125 105 -34.1 21.1 -26.2
<br />
<br />2405.1 6eneral. Individual glazed areas Inclvdlng gloss mirrors In hazardous locatIons
<br />such as those indlcated in 2405.2 sholl pass the test reqvirements of CPSC 16-CFR.
<br />Part 1201 or by comparative test sholl be proven to produce or least equivalent performances.
<br />
<br />Exceptions:
<br />I. Polished Hire glass installed In fire doors, fire HindoHs and vleH panels In fire resistant
<br />Halls and hazardovs locations In 2405.2.1(3) and 2405.2.1(4) sholl compl,:! Hlth ANSI l<17.I.
<br />2. Approved plastic materials vsed as glozing In hazardous locations sholl compl,:! Hith ANSI 2<17.1.
<br />
<br />NOlCS: I FOR EFR:CTIVE AREAS OR HIND SPEEDS BETHEEN THOSE 61VEN ABOVE, TI-E
<br />LOAD MAY BE INlCRPOLAlCD, OTHERWISE USE THE LOAD ASSOCIAlCD HITH
<br />TI-E LOHER EFFECTIVE AREA.
<br />
<br />2 TABLE VALUES SHALL BE AD.JJSTED FOR HEISHT AND EXPOSURE BY
<br />HLIL TIPL YIN6 BY AD..lJSn1ENT COEFFICIENTS IN TABLE 1606.2D OF THE FLORIDA
<br />BUILDING CODE 2001.
<br />
<br />3 PLUS AND MINUS SI6NS SI6NlFY PRESSURES ACTING TO HARD AND AHAY FROM
<br />TI-E BUILDING SURFACES.
<br />
<br />2405.2 Hazardous Locations
<br />2405,2.1 ine folloHlng sholl be considered speCific hazardous locatIons for the purpose
<br />
<br />of glozing:
<br />
<br />I.
<br />
<br />610zlng In sNlnging doors and fixed ond sliding ponels of slIdIng
<br />(patIO) door a$semblles.
<br />
<br />2.
<br />
<br />61azlnq In doors and Halls of enGlosures for hot tub5'hHfhlrlootol$,
<br />$auna5': steam rooms, bathtubs, shoNers qnd other suc ac1l1 les
<br />Hhere 'such qlozinq Is located 36 Inc.hes (GJ14 mm) or less,
<br />measured hdrlzonrall':!, from 0 stancHng or HalkJng surface Hlthln
<br />
<br />the enclosvre and Hhere the bottom edqe of the exposed glozing Is
<br />less than 60 Inc.hes (1524 mm), measured' vertlc.oll,:!, obove suc.h
<br />stondlng or Holklng svrface.
<br />
<br />PRECAST LINTEL
<br />SAFE 6RAVITY LOAD TABLE
<br />
<br />LENG TH
<br />
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />UNFILLED FILLED
<br />
<br />3.
<br />
<br />610zlng In an indIvidual fixed or operable panel adlac.ent to a door
<br />Hhere the neorest vertical edge Is Hlthln a 24-lnGn (610 mm)
<br />rodlus of the door In 0 closed pOSition and Hhose bottom edqe Is
<br />less thon 60 Inc.hes (1524 mm) above the floor or Nalklng surFace.
<br />
<br />6,861
<br />6,039
<br />4,657
<br />3,662
<br />3,241
<br />2.718
<br />2,332
<br />2,040
<br />1,529
<br />1,392
<br />1,234
<br />1,140
<br />1,073
<br />1,003
<br />1,370
<br />1,203
<br />950
<br />750
<br />610
<br />570
<br />470
<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'-0" (168") PRECAST
<br />14'-8" (176") PRE STRESSED
<br />15'-4" (184") PRE STRESSED
<br />17'-4" (206") PRE STRESSED
<br />19'-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
<br />2302
<br />2,029
<br />1,624
<br />1,184
<br />972
<br />937
<br />767
<br />573
<br />456
<br />445
<br />414
<br />362
<br />338
<br />N,R.
<br />N.R.
<br />N.R.
<br />N.R.
<br />N.R.
<br />N.R.
<br />N.R,
<br />
<br />Exception:
<br />I. 61azlnq in Halls perpendlculor to the plone of the door In a closed pOSitlOl'1 In iSr'ovp R3
<br />or Hitflln dHelllng vnits In iSr'oup R2 snail be subject to 2405.2.1(4).
<br />
<br />61azlnq In an Individual rixed or oF=/,eroble oanel, other than those
<br />locatJdns des>albed In items 2 onCl 3 above, that meets all of the
<br />following conditions:
<br />4.1 Exposea aref of on Indlvlduol pone greater than GJ sq. ft.
<br />
<br />(O.84.m )
<br />Bottom edge less thon 18 Inc.hes (451 mm) above the rloor.
<br />Top edge greater than 36 Inc.hes (GJ14 mm) above the floor.
<br />One or more Halklng surfaces HlthIn 36 InGhes> (GJ14 mm)
<br />horIzontal I,:! of the plane of the glozing.
<br />
<br />4.
<br />
<br />4.2
<br />4.3
<br />4.4
<br />
<br />5. All glaZing in railIngs regardless of area or height above a HalkIng
<br />s>urfaces Inclvdlng strvctural baluster panels and non s>tructurol in-
<br />fills pone Is>.
<br />
<br />6, 610zing In Halls and fences> enclosing Indoor and ovtdoor swimming pools and
<br />spas Hhere the bottom exposed edge of the glazing is: (I) less than 60 InGhes
<br />(1525 mm) above the Halklng svrfac.e on the pool side or the glozing, and (2)
<br />the glozing is Hithin 60 inches (1525 mm) horizontal I,:! of the Hater's edge of 0
<br />SHimming pool or spa. inls sholl appl,:! to single glazing and all pones in
<br />multiple glozing.
<br />
<br />~ SAFE LOAD VALUES ARE BASED ON MANUFACTURER'S CALCULAllONS.
<br />~ PRECAST LINTELS MAY BE SUPPLIED ONLY BY APPROVED
<br />PRECAST MANUFACTURERS. (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 THE LINTEL.
<br />
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<br />B)
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<br />C)
<br />D)
<br />
<br />GLASS BLOCK INSTALLA1l0N PERFORMED IN ACCORDANCE WlTI1 FBC
<br />
<br />COVER SILL AREA WlTI1 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 LO'NER COURSE OF BLOCK. MAiNTAIN A UNIFORM JOINT WlDTI1 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 >>S" OR "N>>. STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSrTlON. (PLACE
<br />A RUBBER CRUTCH llP ON END OF TRO'NEL TO TAP BLOCK iNTO POSrTlON.) DO NOT
<br />REALIGN, TAP, OR OTI1ERWlSE MOVE BLOCK AFTER INrTlAL PLACEMENT. FOR SOLID GLASS
<br />BLOCK IT MAY BE NECESSARY TO USE 'NEDGES IN TI1E MORTAR JOINTS OF TI1E LO'NER
<br />COURSES TO PREVENT lliE MORTAR FROM BEING >>SQUEEZED" OUT.
<br />
<br />INSTALL PANEL REINFORCING IN EVERY OlliER MORTAR BED HORfZONTALL Y AND IN JOINTS
<br />IMMEDIA TEL Y ABOVE AND BELOW ALL OPENINGS WlTI1IN PANELS. (TI1E SAME SPACING
<br />SHALL APPLY TO PANEL ANCHORS W'HEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONllNUOUSL Y FROM END TO END OF PANELS.
<br />LAP REINFORCING NOT LESS TI1AN 6 INCHES WHENEVER iT IS NECESSARY TO USE MORE
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WlTH 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 W1TI1 UPPER HALF OF MORTAR BED AND TROWEL
<br />SMOOTI1. DO NO FURROW.
<br />
<br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />
<br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />REMAIN FREE OF MORTAR.
<br />
<br />STRIKE JOINTS SMOOTI1 WHILE MORTAR IS SllLL PLASTlC AND BEFORE FINAL SET. AT TI1IS
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEP111 EQUAL TO TI1E WlDTI1 OF 111E
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
<br />TOOL JOINTS SMOOTI1 AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
<br />'NEDGES FROM LO'NER COURSES OF SOLID BLOCKS AND POINT TI1E VOiDS WlTI1 MORTAR.)
<br />
<br />6' HIN,
<br />LAP SPLICE
<br />NOTE'
<br />SEE GLASS BLOCK
<br />INST ALLA TlON NOTES,
<br />GLA66 BLOCK DETAIL
<br />
<br />I)
<br />J)
<br />K)
<br />
<br />AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING llGHTL Y BETWEEN
<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCllON. LEAVE SPACE FOR SEALING.
<br />
<br />APPL Y SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WlTI1 TI1E
<br />MANUFACTURER'S APPLlCA1l0N MANUAL AND INSTRUC1l0NS.
<br />
<br />A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
<br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDA1l0NS FOR
<br />INSTALLAllON OF GLASS BLOCK.
<br />
<br />20 QQ, PANEL
<br />ANCROR
<br />
<br />~ rEXPANSIlIN STRIP
<br />
<br />
<br />~ANSIlIN
<br />BOL T (2 PER
<br />ANCHOR)
<br />/'
<br />~XPANSION STRIP
<br />~SEALANT
<br />
<br />
<br />6' MIN,
<br />LAP SPLICE
<br />'J / REINFORCING
<br />PANEL
<br />
<br />E)
<br />
<br />9 QQ, PANEL
<br />REINFORCING
<br />(EVERY OTHER
<br />COURSE)
<br />
<br />F)
<br />
<br />':>J
<br />/ ~~~,;.
<br />~ ~~~~;
<br />.-:-.. . ..~::::::::
<br />..:.::::::.... ... ..- :::::::-::::
<br />:~ ~A .:;ii:{~ ;~~~~
<br />/ m~mmHr ~ ~~;:~:~::~~H Hn;::' .
<br />E~mm~ ~m~t ;:;;:;:;:::. .
<br />/ iTmm ;\\\\\\, n::;::"
<br />\l\l\lllll~~~ p
<br />, I?"" -SEALANT
<br />lo'"
<br />
<br />G)
<br />H)
<br />
<br />* (110mph FASTEST WIND= 130MPH, 3 SEC. GUST. FBC TABLE 1606.1.6.1)
<br />
<br />ROOF DIAPHRAGM NAILING SCHEDULE
<br />
<br />~
<br />
<br />+ +
<br />+
<br />+ +
<br />+ 4
<br />+ +
<br />+
<br />
<br />RIDGE LINE ,
<br />
<br />+ + + + + + + + += ~ + + + + + + + + + + + + + +
<br />+ + + + + + + + ~ + + + + + + + + + + + + + +
<br />+ + + + + + + + +.1 + + + + + + + + + + + + + +
<br />+ + + + + + + + ~ + + + + + + + + + + + + + +
<br />
<br />+
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ +
<br />
<br />-,
<br />
<br />,
<br />
<br />~ ~ 6'j/0" (TYP.)
<br />~ +' 1/6'-0" 1/
<br />
<br />/ ::: ::?~~ :::
<br />
<br />, +++ +++ I '" +++
<br />+ + + + +~ + + = + + + + + + 0\:+ + + + + + +
<br />+++++ ++ cr +++++++ +++++ +
<br />+++++ +++<.0 +~+++++ +++++++
<br />+ + + -, + + '\.+ + + + + + .J..' +
<br />"-RIDGE UNE
<br />120 MPH 3 SECOND GUST EXPOSURE "B~ WIND ZONE 120 MPH 3 SECOND GUST EXPOSURE ~B~ WIND ZONE
<br />8d COMMON NAILS @ 6" O.C. & 8d COMMON NAILS @ 6" O,C. EDGES &
<br />4-" O.C. @ GABLE END WALL OR GABLE TRUSS 8d COMMON NAilS @ 12" O.C. INTERMEDIATE
<br />.131~X2 l/t LONG GUNNAll @ 4-" O.C. .131~X2 1/2" LONG GUNNAIL @ 4-" O.C.
<br />.120~X3" LONG GUNNAIL @ 4" O.C. EDGES & 8" O.C. INTERMEDIATE
<br />.1130X2" LON"G GUNNAIL @ 3" O.C~ .1200X3" LONG GUNNAIL @ 4-" O,C.
<br />.099~X2 1/4 LONG GUNNAIL @ 3 O,C. EDGES & 8" O.C. INTERMEDIATE
<br />.113~X2" LONG GUNNAIL @ 3" O.C. EDGES
<br />(STAGGERED) & 8" O.C. INTERMEDIATE
<br />.099~X2 1/4" LONG GUNNAIL @ 3" O.C.
<br />EDGES & 6" O.C. INTERMEDIATE
<br />
<br />6'-0~
<br />/
<br />
<br />+
<br />+ +
<br />+
<br />~ + +
<br />co +
<br /><3 + +
<br />+
<br />+ +
<br />+
<br />+ +
<br />
<br />~
<br />~
<br />
<br />D
<br />
<br />NOTE; 1) SEE STRUCTURAL NOTES FOR SHEA1HNG SPECIFlCA1l0NS AND 'MND SPEED,
<br />2) END JOINTS OF THE ROOF SHEATHING SHAll
<br />BE STAGGERED AND OCCUR ovm ffiAMING MEMBER.
<br />3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECllY TO SOUTHERN YEllOW PINE OR DOUGlAS
<br />FIR OR BETTER. IF ROOF ffiAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST
<br />CONTACT DANSCO ENGINEERING. P.A. FOR AlllRNATE FOR NAIUNG PATTERN.
<br />
<br />D 6AMUEL A. GREENBERG, P E. '*34241;
<br />o T~UY ~. ~UYNH P E. ~0122
<br />D IRWIN J. BEN60N, P.E. #4~11;8
<br />D All ABBA6 ~AKIM, P 1=. '*5b 18b
<br />
<br />TO TI-lE BE$T OF TI-lE EN6INEER'$ KNOJJLEDGE AND BELIEf, TI-lE
<br />$TRUCTURAL F'LAN$ Al'-ID $PECIFICATION$ COMF'L Y WIT4 TI-lE
<br />FLORIDA BUILDING CODE, OECTION !6>e:>6> FOR 12~ MP4 3 OECOND
<br />GUeT, EXPO$URE '5' WIND ZONE (2001 EDITION).
<br />T4IS DRAWING AND DESIGN IS vALID FOR 12 MONT4S AFTER TI-lE
<br />DATE IT IS SI6NED AND SEALED.
<br />I $IGNED AND OEALED FOR TI-IE $TRUC1lJRAL PORTION OF TI-IIS
<br />DRAWING ONLY,
<br />
<br />r
<br />
<br />"'\
<br />
<br />& CREATED 01-02-02
<br />
<br />D ED Al'\l5CO
<br />
<br />ENGINEERING, FA.
<br />
<br />P.o. eox ~ - APOLLO 6EACA4 - FLORIDA - ~3&'2
<br />~ - (813) 645 ~t66 FAX - (8t~) 645 ca.6ca&
<br />e6 "'at"" f(\ TIifSf DRA\\lNGS AND DESIGNS ARE TIiE JOINT PROPERTY OF DANSCO ENGINEERING, P,A. AND TIiE
<br />"'tQ IV \:::JCUENT ON 111IS PRQ"[CT, ANY REPRODUCnON OR UNAU1110RIZED USE IS PROHIBITED, - 2003
<br />
<br />3
<br />
<br />120
<br />SEC.
<br />
<br />MPH
<br />GUST
<br />
<br />NOTE: IT is l11E CONTRACTORS RESPONSIBIUTY TO REVIEW All DRAWINGS BEFORE CONSTRUCTlON
<br />BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR l11E STRUCTURAL INTEGRITY OF l11IS
<br />PROJECT ONLY. ANY DISCREP ANCY BET'M:EN FIELD CONDITlONS, Ol11ER DESIGN PROFESSIONALS'
<br />SHOP DRAWINGS, CONTRACTORS' BUILDING MEl110DS, AND l11ESE SIGNED AND SEALED
<br />DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING P.A. PRIOR TO
<br />l11E COMMENCEMENT OF CONSTRUCTlON.
<br />
<br />&EPJ.\
<br />
<br />TAt1PA DIVI6r~
<br />
<br />D~ eoY,
<br />N:/BLOCKS/STD 2001
<br />
<br />LENNAR ~OME5
<br />
<br />8CALE NOTED
<br />DATE tiJlm
<br />
<br />5TRUCTURAL NOTE5 .. T A6LE5
<br />
<br />~
<br />
<br />DE JOe NO. PM - 5021
<br />
<br />\..
<br />
<br />eN2
<br />
<br />~
<br />
|