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<br />S TRUe TURAL NOTES
<br />
<br />COHPONENT ~ CLADDING DESIGN PRESSURE
<br />(120 MPH, 3 SEC. euST, 2.11I2 TO 0.'1/12 PITCH, EXPOSURE B, IMPORTANCE FACTOR=I)
<br />(PSF)
<br />
<br />GLASS BLOCK INSTALLAllON PERFORMED IN ACCORDANCE 'vVlTH FBC
<br />
<br />A) COVER SILL AREA 'vVlTH 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 'vVlDTH OF 3/8N PLUS OR MINUS
<br />1/8N. ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
<br />TYPE NSN OR NN". 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 POSIllON.) DO NOT
<br />REALIGN, TAP, OR OTHER'vVlSE MOVE BLOCK AFTER INIllAL PLACEMENT, FOR SOLID GLASS
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<br />COURSES TO PREVENT THE MORTAR FROM BEING NSQUEEZEDN OUT.
<br />
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS 'vVlTHIN PANELS. (THE SAME SPACING
<br />SHALL APPLY TO PANEL ANCHORS ~EN 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 ~ENEVER IT IS NECESSARY TO USE MORE
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS 'vVlTH 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 'vVlTH 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 'vVlDTH.
<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 ~ILE MORTAR IS SllLL PLASllC AND BEFORE FINAL SET. AT THIS
<br />llME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE 'vVlDTH OF THE
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND 'vVlPE DRY.
<br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
<br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS 'vVlTH MORTAR.)
<br />
<br />I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING llGHTL Y BETVv'EEN
<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 'vVlTH THE
<br />MANUFACTURER'S APPLlCAllON MANUAL AND INSTRUCllONS.
<br />
<br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING.
<br />FOR 'vVlND SPEEDS UP TO 110 MPH*. PER PITTSBURG CORNING RECOMMENDAllONS FOR
<br />INSTALLAllON OF GLASS BLOCK.
<br />
<br />2405.2 Hozor'dovs Lo"atlons
<br />2405.2.1 Tne folloNlng shall be conslder'ed specific hazar'dovs lo"atlons for' the pVr'pose
<br />
<br />of glazing:
<br />
<br />NOTES, I FOR EFFECTIVE AREAS OR HJND SPEEDS BETHEEN ll-JOSE GiveN ABOve, THE
<br />LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED HITH
<br />THE LOHER EFFECTIVE AREA.
<br />
<br />2 TABLE VALUES SHALL BE ADJJSTED FOR HEIGHT AND EXPOSURE BY
<br />MULTIPLYING BY ADJJSTMENT COEFFICIENTS IN TABLE 1000.2D OF THE FLORIDA
<br />BVILDING CODE 2001.
<br />
<br />3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOHARD AND AHAY FROM
<br />THE BVILDING SURFACES.
<br />
<br />'" rEXPANSION STRIP
<br />20 QQ. PANEL ~./
<br />ANCHOR /. _.._
<br />
<br />~E~F~~~~~ -114' EXPANSION
<br />(EVERY OTHER BOL T (2 PER
<br />
<br />./ CCU.~SE) ~ ~ ~::::ICN STRIP
<br />
<br />/'" ~ ..' ....?]\\\\ ~SEALANT
<br />";;\\\\\\\\\\\\ ~ [!;;;~~~\\\\\ \\i;;~;~!\( Y'
<br />./ .\}!% m\\\\\\\\\\ \\\\\?"., t~tIrPLICE
<br />/' ~mm ;H@V . 'oJ / REINFORCING
<br />/ ::::l:::::::: Y" 6' MIN. PANEL
<br />mmlHll:: :.' LAP SPLICE
<br />V -SEALANT NOTE.
<br />SEE GLASS BLOCK
<br />INST ALLA lION NOTES.
<br />GLASS BLOCK DETAIL
<br />
<br />REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
<br />(RE: FBC 2405.2.1)
<br />
<br />TRIBUTARY AREA ROOF HALL
<br />(FT2 )
<br /> (OCpl = +1- 18) (OCpl = +/- 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 23.2 -2'1.3
<br />100 105 -34.1 22.0 -20.'1
<br />125 105 -34.1 21.1 -26.2
<br />
<br />2405.1 General. lndlvldval glazed or'eas inclvdlng glass mirr'or's In hazar'dovs lo"atlons
<br />sv"h as those Indicated in 2405.2 shall pass the test r'eqvlr'ements of CPSC lo-GFR,
<br />Par't 1201 Or' by compor'atlve test sholl be pr'oven to pr'odvce Or' least eqvlvalent perfor'man"es.
<br />
<br />Exceptrons:
<br />I. Polished Nlr'e glass installed in fire door'S, flr'e NlndoNs and vleN panels in fir'e r'esistant
<br />Halls and hazar'dovs lo"atlons In 2405.2.1(3) and 2405.2.1(4) shall compl~ Nlth ANSI Zcr7.I.
<br />2. Appr'oved plastic materlols vsed os glozing in hozar'dovs lo"otlons sholl compl~ Nith ANSI Zcr7.I.
<br />
<br />* (110mph FASTEST 'vVlND= 130MPH. 3 SEC. GUST. FBC TABLE 1606.1.6.1)
<br />
<br />I.
<br />
<br />Glazing in sNlnging door'S and fixed and sliding panels of sliding
<br />(patio) door' assemblies.
<br />
<br />2.
<br />
<br />Glazinq in doors and Nalls of enclosvr'es for' hot tvb5, Nhir'lpools,
<br />savna5"'; steam rooms, bathtvbs, shoNer's qnd oth~r' sv"h fo"Tlities
<br />Nher'e svch qlazinq Is located 30 inches ('114 mm) or less,
<br />meosvred hO'rlzonrall~, fr'om 0 stondlng Or' Nalking sVr'fa"e Nithin
<br />
<br />the en"losvr'e and Nher'e the bottom edqe of the exposed glazing Is
<br />less than 00 inches (1524 mm), meosvr'ea vertl"all~, above svch
<br />standing Or' Nalklng svrfa"e.
<br />
<br />PRECAST LINTEL
<br />SAFE GRAVITY LOAD TABLE
<br />
<br />ROOF DIAPHRAGM NAILING SCHEDULE
<br />
<br />LENGTH
<br />
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />UNFILLED FILLED
<br />
<br />~
<br />
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ +
<br />+
<br />
<br />RIDGE UNE ,
<br />
<br />+ + + + + + + + + = .' + + + + + + + + + + + + + + +
<br />+ + + + + + + + 0 + + + + + + + + + + + + + + + +
<br />+ + + + + + + + +.1 + + + + + + + + + + + + + + +
<br />+ + + + + + + + ~+ + + + + + + + + + + + + + + +
<br />
<br />, +
<br />
<br />~~ 6';00. (1i1') ,; -0:
<br />/ :+:/ :+:" + +
<br />+ + + +
<br />+ + + + + +
<br />+ + + +++
<br />, + + + + +
<br />++++~+ ++= ++++++~+++++++
<br />+++++ ++ cr +++++++ +++++ +
<br />+++++ +++<.0 +:t+++++ +++++++
<br />.J,. + + + ,+ + '-+ + + + + + .J,. +
<br />, "--RIDGE UNE
<br />120 MPH 3 SECOND GUST EXPOSURE "8" WIND ZONE 120 MPH 3 SECOND GUST EXPOSURE "8N 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 />.131~X2"1/2" LONG GUNNAIL @ 4N O.C. .131~X2 1/2" LONG GUNNAIL @ 4" O.C.
<br />.120~X3" LONG GUNNAIL @ 4" O.C. EDGES & S" O.C. INTERMEDIATE
<br />.113~X2 LON"G GUNNAIL @ 3" O.C~ .120~X3" 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 />,I
<br />
<br />3.
<br />
<br />Glazing In an Indlvldval fixed Or' oper'able panel adlacent to 0 door'
<br />Nhue the neor'est vedlcol edge Is Nlthln a 24-lncn (010 mm)
<br />r'odlvs of the door' In 0 closed position and Nhose bottom edge Is
<br />less thon 00 Inches (1524 mm) above the floor' Or' Nolklng svrra"e.
<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 STlRESSED
<br />15'-4" (184N) PRE STlRESSED
<br />17'-4" (206") PRE STlRESSED
<br />19'-4" (232") PRE STlRESSED
<br />21'-4" (252") PRE STlRESSED
<br />22'-ON (264") PRE STRESSED
<br />24' -0" (288") PRE STlRESSED
<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 />6,861
<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 />/6'-0" /
<br />/ /
<br />
<br />Exception:
<br />I. Glazlnq In Nalls pupendlcvlar' to the plane of the door in a closed pOSition in Gr'ovp R3
<br />Or' NitFiln dNe/llng vnits in Gr'ovp R2 shall be subJed to 2405.2.1(4).
<br />
<br />4 Glazlnq in an Individual fixed Or' ojSer'able panel, other' than those
<br />. 10"atlO'ns desalbed In items 2 anCl 3 obove, that meets all of the
<br />folloNlng conditions:
<br />4.1 Exposea ar'ef of an indlvldval pane gr'eater' than '1 sq. ft.
<br />(0.84.m )
<br />4.2 Bottom edge less than 18 inches (451 mm) obove the floor.
<br />4.3 Top edge gr'eatu than 30 inches ('114 mm) above the floor'.
<br />4.4 One Or' more Nalklng sVr'foces Nlthln 30 inches ('114 mm)
<br />hOr'lzontalllj of the plane of the glazing.
<br />
<br />+
<br />+ +
<br />+
<br />::J + +
<br />CD +
<br /><3 + +
<br />+
<br />+ +
<br />+
<br />+ +
<br />
<br />5. All glozing In railings r'egar'dless of ar'eo Or' height above 0 Nolking
<br />svrfaces Inclvdlng str'vdvr'ol balvster' ponels and oon str'vctvr'al In-
<br />fills pone is.
<br />
<br />~
<br />~
<br />
<br />D
<br />
<br />o. Glazing in Nalls and fences enclosing indoor and ovtdoor' sNimmlng pools and
<br />spas Nher'e the bottom exposed edge of the glOZing IS: (I) less than 00 In"hes
<br />(1525 mm) above the Nalklng svrfa"e on the pool side of the glazing, and (2)
<br />the glazing Is Nlthln 60 Inches (1525 mm) hOr'IlOntall~ of the Nater"s edge of 0
<br />sNimmrng pool Or' spa. Tn!s shall appl~ to Single glazing and all panes In
<br />mvltlple glazing.
<br />
<br />~ SAFE LOAD VALUES ARE BASED ON MANUFACTURER'S CALCULATlONS.
<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 TIlE LINTEL.
<br />
<br />NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATI1ING SPECIFlCA1l0NS AND WIND SPEED.
<br />2) END JOINTS OF TI1E ROOF SHEATI1ING SHALL
<br />BE STAGGERED AND OCCUR O'v1:R FRAMING MEMBER.
<br />3) SCHEDULE ASSUMES SHEA ll-HNG IS F ASIDlED DIRECll 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 PATIERN.
<br />
<br />:.>
<br />:c
<br />~
<br />
<br />g] SAMUEL A. GREENBERG, P.E. #34245
<br />D T~UY ~. ~UYN~, P.E. '*60122
<br />D IRWIN J. BENSON, P.E. -49l58
<br />D All ABBAS ~AKIM, P.E. ~6l8b
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<br />TO TI-fE 6E5T OF Tl-IE ENGINEER'5 KNOJ.!.EDGE AND BELIEF, TI-IE
<br />5TRUCTURAL FLAN5 AND 5FECIFICATION5 COMFL Y LUITl-I TI-IE
<br />FLORIDA eulLDINa CODE, OECTION 16>e>6> FOR 12'" MF~ .3 OECOND
<br />GU5T, EXF06URE '6' LUIND ZONE (2001 EDITION).
<br />Tl-II5 DRAWINa AND DE51GN 15 vALID FOR 12 MONTI-IO A.FTER TI-IE
<br />DATE IT 15 51GNED AND OEALED.
<br />51GNED AND 5EALED FOR TI-IE 5TRUCTURAL FORTION OF T~15
<br />DRAWINa ONLy,
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<br />
<br />ENGINEERING, FA.
<br />
<br />P.o. 60X ~ - APOL.L.O ee~ - FLORIDA - 33&12
<br />~ - (&13) 64& 0166 FAX - (&13) 64& ca6ca&
<br />e6 Aal"" fC\ THESE DRA'MNGS AND DESIGNS ARE THE JOINT PROPERTY Of DANSCO ENGINEERING, P.A. AND THE
<br />....., -- ~ WENT ON THIS PRO,I:CT. ANY REPRODUCnON OR UNAUTHORIZED USE IS PROHIBITED. - 2003
<br />
<br />DE
<br />
<br />"
<br />
<br />& CREATED 01-02-02
<br />
<br />IT is TI1E CONTRACTORS RESPONSIBIUTY TO REVIEW ALL DRA'MNGS BEFORE CONSTRUCTION
<br />BEGINS. DANSCO ENGINEERING P.A. is RESPONSiBLE FOR TI1E STRUCTURAL INTEGRITY OF TI1IS
<br />PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDI1l0NS, OTI1ER DESIGN PROFESSIONALS'
<br />SHOP DRA'MNGS, CONTRACTORS' BUILDING METI10DS, AND TI1ESE SIGNED AND SEALED
<br />DRAWINGS MUST BE BROUGHT TO TI1E ATIEN1l0N OF DANSCO ENGINEERING P.A. PRIOR TO
<br />THE COMMENCEMENT OF CONSTRUC1l0N.
<br />
<br />120 MPH
<br />3 SEC. GUST
<br />rnJ;l~ SCALE NOTED
<br />~V DATE tn/02
<br />~:"f 0 2 2005 5TRLlCTURAL NOTE5 4 T ABLE5
<br />~
<br />
<br />LENNAR ~OMEe
<br />
<br />NOTE:
<br />
<br />TAMPA Dlvl&ION
<br />
<br />DRAu.N B.V.
<br />N:/BLOCKSjSTD 2001
<br />
<br />\..
<br />
<br />DE JOB NO. PM - 5021
<br />
<br />eN2
<br />
<br />~
<br />
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