|
<br />S TRue TURAL No-rES
<br />
<br />GLASS BLOCK INSTALLA 1l0N PERFORMED IN ACCORDANCE WlTH FBC
<br />
<br />A) COVER SILL AREA WlTH 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 3/8" PLUS OR MINUS
<br />1/8". 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 POSIllON. (PLACE
<br />A RUBBER CRUTCH llP ON END OF TROWEL TO TAP BLOCK INTO POSlllON.) DO NOT
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INIllAL PLACEMENT. FOR SOUD GLASS
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE 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 WITHIN PANELS. (THE SAME SPACING
<br />SHALL APPLY TO PANEL ANCHORS 'M-1EN 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 THAN 6 INCHES 'M-1ENEVER IT IS NECESSARY TO USE MORE
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH 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 WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />SMOOTH. DO NO FURROW.
<br />
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />FURROW. MAINTAIN UNIFORM JOINT WlDTH.
<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 SMOOTH WHILE MORTAR IS SllLL PLASllC AND BEFORE FINAL SET. AT llilS
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF lliE
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
<br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
<br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT lliE VOIDS WIlli MORTAR.)
<br />
<br />COHPONENT ~ CLADDING DESIGN PRESSURE
<br />(120 MPH, 3 SEC. 6IJST, 2.1/12 TO 6.'1/12 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 />(FT2 )
<br /> (GCpl = +/- 18) (GCpl = +/- 18)
<br />10 14.'1 -50.1 25.<1 -34.1
<br />20 13,6 -45.4 24.1 -32.4
<br />50 11.<1 -3'1.3 232 -2<1.3
<br />100 10.5 -34.1 22.0 -26.<1
<br />125 10.5 -34.1 21.1 -262
<br />
<br />2405.1 Generol. Indlvlduol glozed oreos Including gloss mirrors In hozordovs locotlons
<br />such os those indlcoted In 2405.2 sholl poss the test requirements of CPSC 16-CPR,
<br />Port 1201 or b~ comporotlve test sholl be proven to produce or leost equlvolent performonces.
<br />
<br />Exceptions:
<br />I. Polished Hire gloss instolled In fire doors, fire HlndoHs ond vleH ponels In fire resistant
<br />Holls and hazardovs locations in 24052.1(3) ond 2405.2.1(4) sholl compl~ Hlth ANSI Zcr7.I.
<br />2. Approved plostlc moterlols used os glozing in hozordovs locotlons sholl compl~ Hith ANSI Zcr7.I.
<br />
<br />NOTES: I FOR EFFECTIVE AREAS OR HIND SPEEDS BETHEEN THOSE GIVEN ABOVE, THE
<br />LOAD MAY BE INTERPOLATED, OTHERWISE liSE THE lOAD ASSOCIATED HITH
<br />THE LONER EFFECTIVE AREA.
<br />
<br />2 TABLE VALUES SHALL BE ADJLlSTED FOR HEI6HT AND EXPOSURE BY
<br />MULTIPLYING BY ADJtJSTMENT COEFFICIENTS iN TABLE 16062D OF THE FLORIDA
<br />BUILDING CODE 2001.
<br />
<br />3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TO HARD AND AY'-lAY FROM
<br />THE BUILDING SURFACES.
<br />
<br />24052 Hozordovs Locotions
<br />24052.1 The folloHlng sholl be considered specific hozordovs locotlons for the pvrpose
<br />
<br />of glozing:
<br />
<br />I.
<br />
<br />Slozing in sHinging doors ond fixed ond sliding ponels of sliding
<br />(potIO) door ossemblles.
<br />
<br />2.
<br />
<br />Glozinq In doors ond Holls of enc.losures For hot tubs, Hhirloools,
<br />sounoS'; steom rooms, both tubs, ",hoHers qnd othe)r such foc.llitles
<br />Hhere ",uch qlozinq is loc.oted 36 inc.he", ('114 mm or le",s,
<br />meosured h<1r1zonroll~, from 0 ",tondlng or Hoiklng surfoc.e Hlthin
<br />the enc.losure ond Hhere the bottom edqe of the exposed glOZing is
<br />le",s thon 60 inc.he", (1524 mm), meosurecf vertlcoll~, obove suc.h
<br />stondlng or Holking ",urfoc.e.
<br />
<br />PRECAST LINTEL
<br />SAFE GRAVITY LOAD TABLE
<br />
<br />ROOF DIAPHRAGM NAILING SCHEDULE
<br />
<br />, !~ 6't/Ow (TYP,)
<br />
<br />/~+;++~'"
<br />+ + + +
<br />+ + of
<br />+ + + +
<br />+ + of
<br />" + + + +
<br />++++~+ ++. ++++++~+++++
<br />+++++ ++ 'T +++++++ +++++
<br />+++++ +++<.0 +rt+++++ +++++
<br />... + + + -" + + I"\.+ + + + + + .J..
<br />\., ~IDGE LINE
<br />120 MPH 3 SECOND GUST EXPOSURE "B" WIND ZONE 120 MPH 3 SECOND GUST EXPOSURE "B" WIND ZONE
<br />Sd COMMON NAILS @ 6" O.C. & Sd COMMON NAILS @ 6" O.C. EDGES &
<br />4" O.C. @ GABLE END WALL OR GABLE TRUSS Sd COMMON NAILS @ 12" O.C, INTERMEDIATE
<br />.1310X2 1/2" LONG GUNNAIL @ r O,C. .1310X2 1/1" LONG GUNNAIL @ 4" O,C.
<br />,1200X3w LONG GUNNAIL @ 4" O.C. EDGES & S" O.C. INTERMEDIATE
<br />.1130Xt LON"G GUNNAIL @ 3" O.C. .1200X3" LONG GUNNAIL @ 4" O.C.
<br />.0990X2 1/4 LONG GUNNAIL @ 3w O.C. EDGES & S" O.C. INTERMEDIATE
<br />.1130X2" LONG GUNNAIL @ 3" O.C. EDGES
<br />(STAGGERED) & S" O.C. INTERMEDIATE
<br />.0990X2 1/4" LONG GUNNAIL @ 3" O,C.
<br />EDGES & 6" O.C. INTERMEDIATE
<br />
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />UNFILLED FILLED
<br />
<br />C::::)!
<br />
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ +
<br />+
<br />
<br />RIDGE LINE \.,
<br />
<br />+ + + + + + + + +.
<br />+ + + + + + + + 0
<br />+ + + + + + + + +_1
<br />+ + + + + + + + ~
<br />
<br />LENGTH
<br />
<br />3.
<br />
<br />Glozing in on indlvlduol fixed or operoble pone I od [oc.ent to 0 door
<br />Hhere the neorest vertlcol edge Is Hlthin 0 24-lnc.n (610 mm)
<br />rod Ius of the door In 0 closed position ond Hhose bottom edqe Is
<br />le",s thon 60 Inc.he", (1524 mm) obove the floor or Holklng surfoc.e.
<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 />1 9' - 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 />6'-0"
<br />/
<br />
<br />Exception:
<br />I. Slozinq in Holls perpendic.ulor to the plone of the door in 0 closed position In Grovp R3
<br />or Hltnin dHelling units In Group R2 ",holl be ",ubjec.t to 2405,2.1(4).
<br />
<br />+
<br />+ +
<br />+
<br />~ + +
<br />co +
<br /><3 + +
<br />+
<br />+ +
<br />+
<br />+ +
<br />
<br />I 4.
<br />I 4.1
<br /> 4.2
<br /> 4.3
<br /> 4.4
<br /> 5.
<br />
<br />Glozlnq In on Indivlduol fixed or operoble oonel, other thon those
<br />loc.otlons described In items 2 ond 3 obove, that meet", 011 of the
<br />folloHlng conditions:
<br />Exposea oreo of an Indlvlduol pone greoter thon '1 sq. ft.
<br />2
<br />(0.84.m )
<br />Bottom edge les", thon 18 Inc.he", (451 mm) obove the floor.
<br />Top edge greater thon 36 Inc.hes ('114 mm) obove the floor.
<br />One or more Holklng surfoc.es Hlthln 36 Inc.hes ('114 mm)
<br />horlzontoll~ of the plone of the glozing.
<br />
<br />All glozing In rolllngs regordle",s of area or height obove 0 Holklng
<br />surfoc.es Including strvdurol bolu",ter ponels ond non strvc.turol in-
<br />fills pone I",.
<br />
<br />~
<br />~
<br />
<br />&. Glozing in Holls ond fenc.e", enc.lo",ing indoor ond ovtdoor SHimming pools ond
<br />",pos Hhere the bottom expo",ed edge of the glozing IS: (I) less thon 60 Inc.hes
<br />(1525 mm) obove the Holking surfoce on the pool ",Ide of the glozing, ond (2)
<br />the glozing is Hithin 60 inc.he", (1525 mm) horlzontall,~ of the Hoter's edge of 0
<br />SHimming pool or spo. Thl", sholl oppl~ to ",Ingle glozing and 011 pones in
<br />multiple glozing.
<br />
<br />I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING llGHTL Y BET'vVEEN
<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCllON. LEAVE SPACE FOR SEAliNG.
<br />
<br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WlTH 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 PITTSBURG CORNING RECOMMENDAllONS FOR
<br />INSTALLAllON OF GLASS BLOCK.
<br />
<br />~ rEXPANSION STRIP
<br />20 go., PANEL ~
<br />ANCHOR
<br />9 go., PANEL :.-114' EXPANSION
<br />~f~~~R~Ir~R BOl T (2 PER
<br />
<br />
<br />
<br />./ (H~ ~t\\\Urr:\}V t~pHlrPLICE
<br />/' !fflHm~nnmnrv 'W/ REINFORCING
<br />/ ;;:;:;:;:;;:;' :;:;:::.' 6' MIN PANEL
<br />?\nnn~; :,' lAP SPLICE
<br />:::::::.-
<br />~ -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 />+ + + + + + + + + + + + + +
<br />+ + + + + + + + + + + + + +
<br />+ + + + + + + + + + + + + +
<br />+ + + + + + + + + + + + + +
<br />
<br />...1
<br />~
<br />
<br />+
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ +
<br />
<br />v 6'-Ow v
<br />/ /
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ +
<br />+
<br />
<br />D
<br />
<br />~ SAFE LOAD VALUES ARE BASED ON MANUFACTURER'S CALCULATIONS,
<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 />
<br />NOTE: 1) SEE STRUCTURAL NOTES FOR SHEA1l1ING SPECIFlCATlONS AND I'lIND SPEED.
<br />2) END JOINTS OF l11E ROOF SHEA1111NG SHALL
<br />BE STAGGERED AND OCCUR O'vER FRAMING MEMBER.
<br />3) SCHEDULE ASSUMES SHEA 1l1ING IS F ASTINED DIRECn.. Y TO SOU111ERN 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 PAffiRN.
<br />
<br />IT IS 111E CONTRACTORS RESPONSIBIUTY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTlON
<br />BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR 111E STRUCTURAL INTEGRITY OF 1111S
<br />PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITiONS, 0111ER DESIGN PROFESSIONALS'
<br />SHOP DRAWlNGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED
<br />DRAWlNGS MUST BE BROUGHT TO THE ATTENTlON OF DANSCO ENGINEERING P.A. PRIOR TO
<br />THE COMMENCEMENT OF CONSTRUCllON.
<br />
<br />2
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<br /> I NOTE:
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<br />
<br />D SAMUEL A. GREENBERG, F.E. if3424B
<br />D T~Ul ~. ~U1N~, F.E. '*60122
<br />D IRWIN J. BENSON, F.E. ,*4~lB8
<br />D ALl ABBAS ~AKIM, F.E. ~6l86
<br />
<br />TO Tt-lE BE5T O!= T14E ENGINEER'5 KNOWLEDGE AND BELIEF, Tt-lE
<br />5TRUCTURAL FLAN5 AND 5FECIFICATION5 COMFL Y WlT14 T14E
<br />FLORIDA BUILDINe, CODE, 5ECTION \606> FOR 120 MFI-+ 3 5ECOND
<br />005T, EXF05URE 'B' llJlND ZONE (2001 EDITION).
<br />Tl415 DRAWING AND DE51GN 15 VALID FOR 12 MONTl45 AFTER Tt-lE
<br />DATE IT 15 51GNED AND 5EALED,
<br />51GNED AND 5EALED FOR Tl4E 5TRUCTURAL FORTION O!= Tl415
<br />DRAWING ONLY.
<br />
<br />r
<br />
<br />D E DANSCO
<br />
<br />ENGINEERING, FA.
<br />
<br />p.o. eox ~ - APOLLO 6E~ - FLORIDA - 33&12
<br />~ - (813) 645 lZ>t66 t=AX - (813) 645 <a6~
<br />E6 ....!I..IA\ fC\ mESE DRA\\1NGS AND DESIGNS ARE mE JOINT PROf'ERfY Of DANSCO ENGINEERING, PA, AND mE
<br />........ ~ ~CUENT ON mls PRO-l:CT. ~y REPRODUCTION OR UNAumORIZED USE IS PROHIBITED, - 2003
<br />
<br />"'
<br />
<br />& CREATED 01-02-02
<br />
<br />3
<br />
<br />120
<br />SEe,
<br />
<br />MPH
<br />GUST
<br />
<br />eEAL."",
<br />\ ecALE NOTED
<br />DATE Inltl)2
<br />
<br />LENNAR ~OMEe
<br />
<br />T.6MPA DlvlerON
<br />
<br />DRAlLN av.
<br />N:/BLOCKS/STD 2001
<br />
<br />~
<br />
<br />eTRUcTURAL NOTEe 4 T A6LEe
<br />
<br />DE JOB NO. PM - 5021
<br />
<br />eN2
<br />
<br />~
<br />
<br />"-
<br />
|