|
<br />STRUC TURAL NOTES
<br />
<br />COMPONENT It CLADDING DESIGN PRESSURE
<br />(120 MPH,3 SEC. 6UST, 2.1/12 TO 6.'1/12 PITCH, EXPOSLJRf: B, IMPORTANCE FACTOR=!)
<br />(PSF)
<br />
<br />10
<br />
<br />20
<br />
<br />50
<br />
<br />100
<br />
<br />125
<br />
<br />NOTES: I FOR EFFECTIVE AREAS OR WIND SPEEDS BETI^lEEN THOSE 61VEN ABOVE, THE
<br />LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED wm-t
<br />THE LOWER EFFECTIVE AREA.
<br />
<br />2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE BY
<br />MULTIPLYIN6 BY AD....tJSTI1E'NT COEFFICIENTS IN TABLE 1606.2D OF THE FLORIDA
<br />BUILDlN6 CODE 2001.
<br />
<br />3 PLUS AND MINUS SI6NS SI6NIFY PRESSURES ACTIN6 TOWARD AND AY--lAY FROM
<br />THE BUILDIN6 SURFACES.
<br />
<br />TRIBUTARY AREA
<br />(FT2)
<br />
<br />REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
<br />(RE: FBC 2405.2.1)
<br />
<br />2405.1 Senerol. Individual glozed oreas Including gloss mIrrors In hazordous locotlons
<br />such 05 those indlcated in 2405.2 sholl pass the test requirements of CPSC 16-c.FR,
<br />Port 1201 or by comparotlve test sholl be proven to produce or least equivalent performances.
<br />
<br />Exceptions:
<br />I. PolIshed wire gloss Installed In fire doors, fire windows ond view panels In fire resistant
<br />wolls ond hazordous locotlons In 2405.2.1(3) ond 2405.2.1(4) sholl c.ompl~ with ANSI Zcr7.I.
<br />2, Approved plostlc materlols used 05 glozing In hazordous locations sholl compl~ with ANSI Zcr7.I,
<br />
<br />2405.2 Hazardous Locations
<br />2405.2.1 Tne following sholl be considered speCifiC hazordous locations for the purpose
<br />
<br />of glozing,
<br />
<br />I.
<br />
<br />610zlng In swinging doors and fixed and sliding panel$ of slld1ng
<br />(patIo) door a$5emblle$.
<br />
<br /> ROOF WALL
<br /> (&Cpi = +/- 18) (6Cpf = +/- 18)
<br />14.'1 -50.1 25.'1 -34.1
<br />13.6 -45.4 24.1 -32.4
<br />11.'1 -3<1.3 23.2 -2<1.3
<br />10.5 -34.1 22.0 -26.<1
<br />10.5 -34.1 21.1 -26.2
<br />
<br />2.
<br />
<br />610zlnq In doors ond walls of enclosure$ for hot tubs, whirlpools,
<br />sQunaS';' steam rooms, bathtubs,2howe?rs o,nd oth",r such fac.llltles
<br />where such C1lozln.;.1 Is IQcoted :;;6 Inches ('114 mm) or less,
<br />measured h<1rrzonrall~, from a standIng or walkIng surfoce within
<br />
<br />the enclosure and where the oottom edqe of the exposed glozing 15
<br />less than 60 Inches (1524 mm), measured' vertlcall~, ooove such
<br />standing or walking surfac.e.
<br />
<br />PRECAST LINTEL
<br />SAFE 6RAVITY LOAD TABLE
<br />
<br />LEN6 TH
<br />
<br />3.
<br />
<br />610zlng In on individual fixed or operaole panel adlacent to 0 door
<br />where the nearest vertical edge 15 within a 24-lnc.1; (610 mm)
<br />rodlu5 of the door In a closed position and whose oottom ~dqe Is
<br />le$s than 60 Inc.hes (1524 mm) ooove the floor or walking surface.
<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 />Exception:
<br />I. 610zInq in walls perpendicular to the plane of the door In a closed pOSition In &roup R3
<br />or witFiln dwelling units 1n &roup R2 $hall be subject to 2405.2.1(4).
<br />
<br />61azlnq in on Individual fixed or op,eraole panel, other thCln those
<br />10catl<1ns described In items 2 anCl 3 above, that meets all of the
<br />following conditions:
<br />4.1 Expo$ea aref of an Individual pone greater than 'I sq. ft.
<br />(0.84.m )
<br />Bottom edge less than I~ Inches (451 mm) ooove the floor.
<br />Top edge greater than 36 inc.hes ('114 mm) obove the floor.
<br />One or more walkIng surfaces within 36 Inc.hes ('114 mm)
<br />horrzontall~ of the plone of the glozing.
<br />
<br />4.
<br />
<br />4.2
<br />4,3
<br />4.4
<br />
<br />5. All glozIng In roll1ngs regClf"dless of area or heIght above a walking
<br />surfoces including $tructural baluster panels and non strvctural in-
<br />fills panels.
<br />
<br />6, 61azlng in wall$ and fences enclosing Indoor and outdoor swimming pool$ and
<br />spos where the bottom exposed edge of the glOZing 1$: (I) le$s than 60 Inches
<br />(1525 mm) aOove the walking surfac.e on the pool side of the glazing, and (2)
<br />the glOZing is within 60 inches (1525 mm) horlzontall~ of the wciter's edge of a
<br />swimming pool or spa. This sholl oppl~ to $Ingle glOZing and 011 pane$ in
<br />multiple glozing.
<br />
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />UNFILLED FILLED
<br />
<br />2302 6,861
<br />2302 6,039
<br />2,029 4,657
<br />1,624 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
<br />N.R. 750 --
<br />N.R. 610
<br />N.R. 570
<br />N.R. 470
<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 />
<br />~
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<br />A)
<br />
<br />B)
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<br />C)
<br />D)
<br />
<br />GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WlTri FBC
<br />
<br />COVER SILL AREA WlTri 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. MAINTAIN A UNIFORM JOINT WlDTri 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 POSmON. (PLACE
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSmON.) DO NOT
<br />REALIGN, TAP, OR OTriERWlSE MOVE BLOCK AmR INITIAL PLACEMENT. FOR SOUD GLASS
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN TriE MORTAR JOINTS OF TriE LOWER
<br />COURSES TO PREVENT TriE MORTAR FROM BEING "SQUEEZED" OUT.
<br />
<br />INSTALL PANEL REINFORCING IN EVERY OTriER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WlTriIN PANELS, (TriE SAME SPACING
<br />SHALL APPLY TO PANEL ANCHORS VVHEN 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 TriAN 6 INCHES VVHENEVER IT IS NECESSARY TO USE MORE
<br />TriAN ONE LENGTri. DO NOT BRIDGE EXPANSION JOINTS WlTri 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 WlTri UPPER HALF OF MORTAR BED AND TROWEL
<br />SMOOTri. DO NO FURROW.
<br />
<br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />FURROW. MAINTAIN UNIFORM JOINT WlDTri.
<br />
<br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />REMAIN FREE OF MORTAR.
<br />
<br />STRIKE JOINTS SMOOTri VVHILE MORTAR IS Sl1LL PLASTIC AND BEFORE FINAL SET. AT TriIS
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTri EQUAL TO TriE WlDTri OF TriE
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
<br />TOOL JOINTS SMOOTri AND CONCAVE. BEFORE MORTAR TAKES FINAL SET. (REMOVE
<br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT TriE VOIDS WlTri MORTAR.)
<br />
<br />6' MIN.
<br />lAP SPLICE
<br />NOTEI
<br />SEE GLASS BLOCK
<br />INST AllA lION NOTES.
<br />GLA55 BLOCK DETAIL
<br />
<br />I)
<br />J)
<br />K)
<br />
<br />AmR FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
<br />
<br />APPLY SEALANT EVENLY TO TriE FULL DEPTri OF RECESSES IN ACCORDANCE WlTri TriE
<br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />
<br />A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
<br />FOR WlND SPEEDS UP TO 110 MPH*. PER PITTSBURG CORNING RECOMMENDATIONS FOR
<br />INSTALLATION OF GLASS BLOCK.
<br />
<br />E)
<br />
<br />20 go.. PANEL
<br />ANCHOR
<br />9 gOo. PANEL
<br />REINFORCING
<br /><EVERY OTHER
<br />COURSE)
<br />
<br />~EXPANSICN STRIP
<br />
<br />
<br />1-114' EXPANSION
<br />BiJL T (2 PER
<br />ANCHOR)
<br />
<br />~
<br />--:~
<br />/1 ~ ...~{~
<br />k':fm~il2 .' .... :::~
<br />J:%\H\\\ ~ .,;i,i;;\\\ ,,;:"';;\;;;:
<br />/ I~,\\\\i;;~;;:\\ \\;;",.'
<br />/ ~~~;;;~~~ll~\ f:\\\\\' ~~~::::...
<br />lmlm~~H~ p
<br />;;; -SEALANT
<br />""
<br />
<br />~XPANSION STRIP
<br />~SEALANT
<br />
<br />6' MIN.
<br />lAP SPLICE
<br />'" I REINFORCING
<br />PANEL
<br />
<br />F)
<br />G)
<br />
<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 />(::=)J
<br />
<br />RIDGE UNE ,
<br />
<br />+ + + + + + + + +a ~. + + + + + + + + + + + + + + +
<br />+ + + + + + + + 0 + + + + + + + + + + + + + + + +
<br />+ + + + + + + + +.1 + + + + + + + + + + + + + + +
<br />+ + + + + + + + ~ + + + + + + + + + + + + + + + +
<br />
<br />, +
<br />
<br />~ ~ 6';;0' (Tl1') + +
<br />
<br />/ :+:/:+}~ /
<br />+ - +
<br />+ + + +
<br />, +++ +++
<br />
<br />+ + + + ~+ + + a + + + + + + ~+ + + + +
<br />+++++ ++ 9 +++++++ +++++
<br />+++++ +++<.0 +++++++ +++++
<br />.J. .J. + + + -, + + ,+ + + + + + .J..J.
<br />"-RIDGE UNE
<br />120 MPH 3 SECOND GUST EXPOSURE "S" 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" a.c, @ GABLE END WALL OR GABLE muss Sd COMMON NAILS @ 12" a.c. INTERMEDIATE
<br />.131~X2"1/2" LONG GUNNAIL"@ 4" O.C, .131~X2 1/2" LONG GUN NAIL @ 4" O.C.
<br />.120~X3" LONG GUNNAIL @ 4" a.c. EDGES & s" O.C. INTERMEDIATE
<br />,1130X2 LON"G GUNNAIL @ 3 O.C~ .120~X3" LONG GUNNAIL @ 4" O,C.
<br />,0990X2 1/4 LONG GUNNAIL @ 3 O.C. EDGES & 8" a,c, INTERMEDIATE
<br />,1130X2" LONG GUNNAIL @ 3" a,c. EDGES
<br />(STAGGERED) & 8" O.C. INTERMEDIATE
<br />,0990X2 1/4' LONG GUNNAIL @ 3' O.C.
<br />EDGES & 6" a,c. INTERMEDIATE
<br />
<br />....1
<br />
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ +
<br />+
<br />
<br />/6'-0'
<br />/ /
<br />
<br />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 />D
<br />
<br />NOTE: 1) SEE S1RUC11JRAL N01ES FOR SHEAlrilNG SPECIFlCA110NS AND 'MND SPEED,
<br />2) END JOINTS OF lriE ROOF SHEAlrilNG SHALL
<br />BE STAGGERED AND OCCUR OVER FRAMING MEMBER.
<br />3) SCHEDULE ASSUMES SHEAmNG IS FASTENED DIRECTI.Y TO SOUlriERN 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 />D 5AMUEL A. GREENBERG, P.E. ~424B
<br />D T~UY ~. ~UYNH P.E. ~g122
<br />D IRWIN J. BEN50N, P.E. #4<jlB8
<br />D All ABBA5 ~AKIM, Pl=. ~6186
<br />
<br />TO Tl-4E 6E5T OF Tl-4E ENGINEER'5 KNOWLEDGE AND BELIEF, Tl-4E
<br />5TRUCTUAAL PLAN5 AND 5PECIFICATION5 COMPL Y WITI4 TI-lE
<br />FLORIDA BUILDING CODE, 5ECTION ibe>b FOR 12~ MPI4 3 5ECOND
<br />CiJ5T, EXPOetlRE '6' WIND ZONE (2001 EDITION).
<br />T1415 DRAWING AND DE51GN 15 vALID FOR 12 MONT145 AFTER Tl-4E
<br />DATE IT 15 51C:sNED AND 5EALED.
<br />51GNED AND 5EALED FOR Tl-4E 5TRUC1l.lRAL PORTION OF T1415
<br />DRAWING ONLY.
<br />
<br />r
<br />
<br />DE
<br />
<br />"\
<br />
<br />D At\l5CO
<br />
<br />ENGINEERING, F AI
<br />P.o. BOX ~ - APOLLO eEAC14 - FLORIDA - ~~&'2
<br />~ - (&13) 64& 0t66 FAX - (&I~) 64& <a6<a&
<br />e6 4&tA\ f(\ 111ESE DRA'MNGS AND DESIGNS ARE 111E JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND 111E
<br />IV ~ClJENT ON 111IS PROJECT. ANY REPRODUCTlON OR UNAU1110RIZED USE IS PROHIBITID. - 2003
<br />
<br />ffi CREATED 01-02-02
<br />
<br />3
<br />
<br />120
<br />SEC.
<br />
<br />MPH
<br />GUST
<br />
<br />NOTE: IT IS THE CONTRACTORS RESPONSIBIUTY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCllON
<br />BEGINS, DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR THE STRUCTURAL IN1EGRITY OF THIS
<br />PROJECT ONLY. ANY DISCREPANCY BE1WEEN FIELD CONDlllONS, OTHER DESIGN PROFESSIONALS'
<br />SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED
<br />DRAWINGS MUST BE BROUGHT TO THE A TTEN II ON OF DANSCO ENGINEERING P.A. PRIOR TO
<br />THE COMMENCEMENT OF CONSTRUCllON.
<br />
<br />&EAL\
<br />
<br />TAMPA Dlvlef~
<br />
<br />DRAUN B.v.
<br />N:/BLOCKS/STD 2001
<br />
<br />LENNAR ~OMEe
<br />
<br />ecALE NOTED
<br />DATE 1/2/02
<br />
<br />eTRUCTURAL NOTEe 4 T A6LEe
<br />
<br />"-
<br />
<br />DE JOB NO. FM - 5021
<br />
<br />eN2
<br />
<br />.J
<br />
<br />\....
<br />
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