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<br />S TRUe TURAL NOTES
<br />
<br />GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WIlli mc
<br />
<br />A) COVER SILL AREA WIlli A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR.
<br />
<br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
<br />EXTENDS TO SILL.
<br />
<br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />
<br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/B" PLUS OR MINUS
<br />1/B". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
<br />TYPE "s" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO PosmON. (PLACE
<br />A RUBBER CRUTCH llP ON END OF TROWEL TO TAP BLOCK INTO PosmON.) DO NOT
<br />REALIGN, TAP, OR OlliERWlSE MOVE BLOCK AFlER INITlAL PLACEMENT. FOR SOLID GLASS
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN lliE MORTAR JOINTS OF lliE LOWER
<br />COURSES TO PREVENT lliE MORTAR FROM BEING "SQUEEZED" OUT.
<br />
<br />E) INSTALL PANEL REINFORCING IN EVERY OlliER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WlllilN PANELS. (lliE SAME SPACING
<br />SHALL APPLY TO PANEL ANCHORS WHEN 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 lliAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />lliAN ONE LENGlli. DO NOT BRIDGE EXPANSION JOINTS WIlli 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 />SMOOlli. DO NO FURROW.
<br />
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />FURROW. MAINTAiN UNIFORM JOINT WlDlli.
<br />
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />REMAIN FREE OF MORTAR.
<br />
<br />H) STRIKE JOINTS SMOOlli WHILE MORTAR IS SllLL PLASllC AND BEFORE FINAL SET. AT llilS
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPlli EQUAL TO lliE WlDlli OF lliE
<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 lliE VOIDS WIlli MORTAR.)
<br />
<br />COMPONENT ~ CLADDING DESIGN PRESSURE
<br />(120 HPH,3 SEC, GUST, 2.1/12 TO 0.<1/12 PITCH, EXPOSURE B, IMPORTANCE FACTOR=!)
<br />(PSF )
<br />
<br />TRIBUTARY AREA
<br />(FT')
<br />
<br /> ROOF HALL
<br /> (GCpl = +/- 18) (GCpl = +/- 18)
<br />14.<1 -50.1 25.<1 -34.1
<br />13.0 -45.4 24.1 -32.4
<br />11.<1 -3<1.3 232 -2<1.3
<br />105 -34.1 22,0 -20.<1
<br />105 -34,1 21.1 -20.2
<br />
<br />REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
<br />(RE: FBC 2405.2.1)
<br />
<br />10
<br />
<br />2405.1 6enerol. IncHvldvol glozed oreos Inclvdlng gloss mIrrors In hozor-dovs locotlons
<br />svch os those Indlcoted In 2405.2 sholl pos:; the test reqvir-ements of CPSG lo-CFR,
<br />Por-t 1201 or bl;j comporotlve te:;t :;holl be proven to prodvce or- leost eqvlvolent performonce:;,
<br />
<br />20
<br />50
<br />
<br />100
<br />
<br />Exceptions:
<br />I. Polished Hire gloss instolled In fIre doors, fire HindoHS ond vleH ponels In fire reslstont
<br />Holls ond hozordovs locotlons in 2405.2.1(3) ond 2405.2,1(4) sholl compll;j Hlth ANSI ZCf7.I.
<br />2. Approved pl05tlc moterlols vsed os glozing In hazordov:; locations :;holl corrpll;j Hith ANSI ZCf7.I.
<br />
<br />125
<br />
<br />NOITS: I FOR EFFECTIVE AREAS OR HIND SPEEDS BETWEEN THOSE 61VEN ABOVE, THE
<br />LOAD HAY BE INITRPOLAITD, OTHERWISE USE THE LOAD ASSOCIAITD HITH
<br />THE LOY'iER EFFECTIVE AREA.
<br />
<br />2 TABLE VALUES SHALL BE ADJlJSITD FOR HEI6HT AND EXPOSURE BY
<br />HLJLTIPL YIN6 BY ADJlJSTI-1ENT COEFFICIENTS IN TABLE 1000.2D OF THE FLORIDA
<br />BUILDIN6 CODE 2001.
<br />
<br />3 PLUS AND HINUS SI6NS SI6NIFY PRESSURES ACTIN6 TOHARD AND AHAY FROH
<br />THE BUILDIN6 SURFACES.
<br />
<br />2405.2 Hazardou:; Locations
<br />2405.2.1 11Ie folloHlng :;holl be considered specific hozor-dovs locotlons for the purpose
<br />
<br />of glozing:
<br />
<br />I.
<br />
<br />610zing in SHlnglng doors ond fixed ond sliding ponels of sliding
<br />(potlo) door os:;emblle:;.
<br />
<br />2.
<br />
<br />610zlnq in doors ond Holl:; of enclosure:; for hot tvbs, HhlrIQool:;,
<br />souno:;; steom rooms, bothtvbs, shoHers qrJd other svch foc,llltles
<br />Hhere such qlozln.;::1 Is locoted 30 inc,hes ('114 mm) or les:;,
<br />measured hO'rrzont"oll~, from 0 :;tondlng or Holklng :;vrfoce Hlthin
<br />
<br />the enclosvre ond Hhere the bottom edqe of the exposed glozing Is
<br />less thon 00 Inches (1524 mm), meosvrecf vertlc,olll;j, obove :;uc,h
<br />:;tandlng or Holklng svrfoce,
<br />
<br />PRECAST LINTEL
<br />SAFE GRAVITY LOAD TABLE
<br />
<br />,f
<br />
<br />I) 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 />J) APPLY SEALANT EVENLY TO lliE FULL DEPTH OF RECESSES IN ACCORDANCE WIlli lliE
<br />MANUFACTURER'S APPLlCAllON MANUAL AND INSTRUCllONS.
<br />
<br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
<br />FOR WIND SPEEDS UP TO 110 MPH*, PER PIITSBURG CORNING RECOMMENDAll0NS FOR
<br />INSTALLAll0N OF GLASS BLOCK.
<br />
<br />~EXPANSIDN STRIP
<br />20 gOo. PANEL
<br />ANCROR
<br />
<br />9 go., PANEL ~1/4' EXPANSION
<br />REINFORCING
<br />(EVERY OTHER ~ jl BOL T (2 PER
<br />
<br />CO:E> ~ ~ ~::::ION STRIP
<br />~:::::~ ...... :::::::.::::: VXSEALANT
<br />:;:::'.':.,:;,; .. '-:.";: ..:,:,,;:,:. ~
<br />
<br />6' MIN,
<br />LAP SPLICE
<br />'oJ I REINFORCING
<br />~~~~~~~~~} ::::.. E~pMlrPLICE PANEL
<br />r -SEALANT NOTE.
<br />~ SEE GLASS BLOCK
<br />INST ALLA TION NOTES.
<br />GLASS BLOCK DETAIL
<br />
<br />* (110mph FASTEST WIND= 130MPH, 3 SEC. GUST. FBC TABLE 1606.1,6,1)
<br />
<br />RIDGE LI N E
<br />
<br />ROOF DIAPHRAGM NAILING SCHEDULE
<br />
<br />! ~ 6'-0" (TYP.)
<br />
<br />/~+;+++'5~
<br />+ + + +
<br />+ . + -+
<br />+ + + +
<br />+ +-+
<br />+ + + +
<br />+ + + + + + ~.+ + + + +
<br />+-++++++ +++++
<br />+++++++ +++++
<br />+ + '-+ + + + + + "-
<br />'-RIDGE UNE
<br />120 MPH 3 SECOND GUST EXPOSURE "S" WIND ZONE 120 MPH 3 SECOND GUST EXPOSURE "S" 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 @ 1t O.C. INTERMEDIATE
<br />,131~X2 }/2" LONG GUNNAIL"@ 4" O.C. .131~X2 1/t LONG GUNNAIL @ 4" O.C.
<br />,1200X3" LONG GUNNAIL @ 4 O.C, EDGES & 8" O.C. INTERMEDIATE
<br />.1130X2 LO~G GUNNAIL @ 3" O.C~ .1200X3" LONG GUNNAIL @ 4" O.C.
<br />.0990X2 1/4 LONG GUNNAIL @ 3 O.C. EDGES & 8" O.C. INTERMEDIATE
<br />.1130X2" LONG GUNNAIL @ 3" O.C. EDGES
<br />(STAGGERED) & 8" O.C. INTERMEDIATE
<br />.0990X2 1/4" LONG GUNNAIL @ 3" O.C.
<br />EDGES & 6" a.c. INTERMEDIA IT
<br />
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />UNFILLED FILLED
<br />
<br />C:::-Y
<br />
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ +
<br />+
<br />
<br />,
<br />+ + + + + + + + +=
<br />+ + + + + + + + 0
<br />+ + + + + + + + +_1
<br />+ + + + + + + + ~
<br />
<br />LENGTH
<br />
<br />3.
<br />
<br />610zlng in on indlvlduol fixed or operoble pone I od loc,ent to 0 door
<br />Hhere the neorest vertlc-ol edge Is Hithln 0 24-lnl1n (010 mm)
<br />rodlus of the door In a clo:;ed pOSition ond Hhose bottom edqe Is
<br />les:; thon 00 Inche:; (1524 mm) obove the floor or Hoiking surfoce.
<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 />/
<br />
<br />6'-0" /
<br />/
<br />
<br />Exception:
<br />I. 610zinq in Holls perpendicvlor to the plone of the door In 0 closed pOSition in 6rOvp R3
<br />or Hitnln dHelllng vnits in 6rovp R2 :;noll be :;vbJec,t to 2405.2.1(4).
<br />
<br />+
<br />+ +
<br />+
<br />:::J + +
<br />ro +
<br /><3 + +
<br />+
<br />+ +
<br />+
<br />+ +
<br />
<br />++++~+ ++=
<br />+++++ ++ 9
<br />+++++ +++<.0
<br />.L. .L. + + +
<br />
<br />4 610zlnq In on indlvldvol fixed or oseroble Qonel, other thon those
<br />. locotlO'ns de:;G,('lbed In Items 2 on(;j 3 obove, thot meet:; 011 of the
<br />folloHlng conditIons:
<br />4,1 Exposea or-eo of on Indlvldvol pone greoter thon <1 sq. ft.
<br />(O,84.m ) 2
<br />4.2 Bottom edge less thon 18 Inc.he:; (451 mm) obove the floor.
<br />4.3 Top edge greoter thon 30 inc,he:; (<114 mm) obove the floor.
<br />4.4 One or more Holkfng :;urfoces Hlthln 30 Inc,he:; (<114 mm)
<br />horlzontolll;j of the plone of the glozing.
<br />
<br />5. All glOZing In rollings regard Ie:;:; of DreG or height obove 0 Holklng
<br />:;urfoces Inclvdlng :;trvcturol bolv:;ter panels ond non :;trvctllral In-
<br />fill:; ponels.
<br />
<br />~
<br />~
<br />
<br />o. 61azing In Holls OM fence:; enclosing Indoor and outdoor :;Hlmming pool:; ond
<br />spas Hhere the bottom expo:;ed edge of the glozing Is: (I) Ie:;:; thon 00 Inche:;
<br />(1525 mm) obove the Holklng svrfoce on the pool :;Ide of the glozing, ond (2)
<br />the glOZing Is Hithln 00 inches (1525 mm) horizontoll'~ of the HOter':; edge of 0
<br />SHimming pool or spo. 11Iis sholl oppll;j to :;Ingle glozing ond 011 pone:; In
<br />mvltlple glozing.
<br />
<br />~
<br />
<br />+ + + + + + + + + + + + + +
<br />+ + + + + + + + + + + + + +
<br />+ + + + + + + + + + + + + +
<br />+ + + + + + + + + + + + + +
<br />
<br />+
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ +
<br />
<br />/
<br />
<br />6' -0" /
<br />/
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ +
<br />+
<br />
<br />D
<br />
<br />~ SAFE LOAD VALUES ARE BASED ON MANUFACTURER'S CALCULAllONS.
<br />~ PRECAST LINTELS MAYBE 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 />
<br />NOTE: 1) SEE STRUC11JRAl NOTES FOR SHEATl1ING SPEClflCAllONS AND I'l\ND SPEED.
<br />2) END JOINTS OF THE ROOF SHEATHING SHALL
<br />BE STAGGERED AND OCCUR ovm FRAMING MEMBER.
<br />3) SCHEDULE ASSUMES SHEA Tl1ING IS FASTENED DIRECn. Y TO SOUTHERN YELLOW PINE OR DOUGlAS
<br />FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE Of LUMBER, CONTRACTOR MUST
<br />CONTACT DANSCO ENGINEERING, P.A. FOR ALTERNATE FOR NAIUNG PATTERN.
<br />
<br />IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAW1NGS BEFORE CONSTRUCllON
<br />BEGINS. DANSCO ENGINEERiNG P.A. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS
<br />PROJECT ONLY. ANY DISCREP ANCY Bm~EN FIELD CONDIllONS, 01HER DESIGN PROFESSIONALS'
<br />SHOP DRAW1NGS, CONTRACTORS' BUILDING METHODS, AND 1HESE SIGNED AND SEALED
<br />DRAWINGS MUST BE BROUGHT TO THE A TIENllON OF DANSCO ENGINEERING P.A. PRIOR TO
<br />1HE COMMENCEMENT OF CONSTRUCTION.
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<br />
<br />D 5AMUEL A. GREEN6ERG, P.E. ~424:;
<br />D Tl-iUY l-i. l-iU'YNH P.E. ~0122
<br />D IRWIN J. 6EN50N, P.E. #4~l:;8
<br />D All A66A5 l-iAKIM, PJ:. lI5bl8b
<br />
<br />TO TI-IE 6EeT OF TI-IE ENGINEER'e KNOJ)LEDGE AND 6ELlEF, TI-tE
<br />eTRUCTURAL pL.ANe AND ePECIFICATIONe COMPL Y wm~ TI-IE
<br />FLORIDA 6UILDING CODE, OECTION !~e>~ FOR 12e> MP~ 3 OECOND
<br />OOeT, EXPOOURE '6' WIND ZONE (2001 EDITION).
<br />T~le DRAWING AND DEelGN Ie vALID FOR 12 MONT~e AFTER TI-IE
<br />DATE IT Ie elGNED AND OEAL.ED.
<br />elGNED AND eEALED FOR T~E eTRUCTURAL PORTION OF T~le
<br />DRAWING ONLY.
<br />
<br />r
<br />
<br />DE
<br />
<br />"'
<br />
<br />D A~l5CO
<br />
<br />ENGINEERING, FA.
<br />P.o.60X 3400 - APOLLO eEAC44 - R.~IDA - 33&12
<br />Ft-lONE - (813) 64& ~166 FAX - (813) 64& <a6<a8
<br />e6 4&t~ f(\ TIjESE DRA'MNGS AND DESIGNS ARE TIjE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND TIjE
<br />~ClJENT ON 1111$ PROJECT. ANY REPROOlJC1lON OR UNAU1110RIZED USE IS PROHIBITED. - 2003
<br />
<br />~ CREATED 01-02-02
<br />
<br />3
<br />
<br />120
<br />SEC.
<br />
<br />MPH
<br />GUST
<br />
<br />&EAL"""
<br />\ 8CALE NOTED
<br />DATE 112/02
<br />
<br />LENNAR f.40ME6
<br />
<br />TAMPA DivISION
<br />
<br />D~ av.
<br />N:/BLOCKS/STO 2001
<br />
<br />"'-
<br />
<br />6TRUCTURAL NOTE5 4 T A6LE5
<br />
<br />DE Joe NO. PM - 5021
<br />
<br />eN2
<br />
<br />\...
<br />
<br />~
<br />
|