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<br />S TRUe TURAL NOTES
<br />
<br />COMPONENT Ii CLADDING DESIGN PRESSURE
<br />(120 MPH,3 SEC. 6()ST, 2.1/12 TO 0.c1/12 PITCH, EXPOSURE B, IMPORTANCE FACTOR=I)
<br />(PSF)
<br />
<br />REQU I RED SAFETY GLAZ I NG I N HAZARDOUS LOCA TI ONS
<br />(RE: FSG 2405.2.1)
<br />
<br />TRIBUTARY AREA ROOF WALL
<br />(FT')
<br /> (GCpl = +/- 18) (GCpl = +/- 18)
<br />10 14.Cl -50.1 25.Cl -34.1
<br />20 13.0 -45.4 24.1 -32.4
<br />50 II.Cl -3Cl.3 232 -2'1.3
<br />100 105 -34.1 22.0 -20.'1
<br />125 10.5 -34.1 21.1 -202
<br />
<br />2405.1 6e:ne:rol. IndIvIdual glozed oreas IncludIng gloss mirrors In hazordous locotlons
<br />suc.h os those Indlc.ated In 2405.2 sholl poss the: te:st requirements Ot CPSG lo-CFR,
<br />Port 1201 or b~ comparotive te:st sholl be: proven to produc.e: or least equlvole:nt performance:s.
<br />
<br />Exceptions:
<br />I. Pollshe:d Nlre gloss installed in fire doors, fire NindONS and vleN panels In fIre resistant
<br />Nalls ond hazordous locations In 2405.2.1(3) ond 2405.2.1(4) sholl c.ompl~ Nlth ANSI 2Cf7.1.
<br />2. Approved plastic materlols used os glozing In hazardous locations shall compl~ Nith ANSI 2Cf7.1.
<br />
<br />NOTES: I FOR EFFECTIVE AREAS OR HIND SPEEDS BETHEEN THOSE 61VEN 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 />MLJL TIPL YING BY ADJJSTMENT COEFFICIENTS IN TABLE 1000.2D OF THE FLORIDA
<br />BUILDING CODE 2001.
<br />
<br />3 PLUS AND MINUS SI6NS SI6NIFY PRESSURES ACTING TOWARD AND AWAY FROM
<br />THE BUILDING SURFACES.
<br />
<br />2405.2 Hazardous Loc.atlons
<br />2405.2.1 11Ie folloNlng shall be considered specific hazardous locotlons for the: purpose
<br />
<br />of glazing:
<br />
<br />I.
<br />
<br />61azlng in sNlnging doors and fixed and sliding panels of slld1ng
<br />(patio) door assemblies.
<br />
<br />2.
<br />
<br />61azlnq In doors and Nalls of enclosures for hot tubs, NhlrlpQols,
<br />sauna5";' steam rooms, bathtubs, shoNe:rs md other suc.h rac.llltles
<br />Nhere suc.h qlozlnq Is locate:d 36 Inc.he:s ('1/4 mm) or less,
<br />measured hO'rrzonrall~, from a standing or Nalklng surfac.e Nlthin
<br />
<br />the enclosure and Nhere the bottom edqe of the exposed glozing Is
<br />less thcm 00 Inc.hes (1524 mm), measured' vertlcall~, above suc.h
<br />standing or Nalklng surfac.e.
<br />
<br />PRECAST LINTEL
<br />SAFE GRAVITY LOAD TABLE
<br />
<br />LENG TH
<br />
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />UNF I LLED FILLED
<br />
<br />3.
<br />
<br />61azlng In an individual fixed or ope:rable panel ad lacent to 0 door
<br />Nhere the nearest vertical edge Is Nlthln a 24-lnw (010 mm)
<br />radius of the door In a closed position ond Nhose bottom edqe is
<br />less than 00 In~hes (1524 mm) above the rloor or Nolklng surra~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 />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. 610zlnq in Nalls perpendlc.ular to the plane oT the door in a closed position In 6rovp R3
<br />or Nitfiln dHelling units In 6roup R2 sholl be subject to 2405.2.1(4).
<br />
<br />I
<br />4 61azlnq in an IndIvidual fixed or op,erable panel, other than those
<br />. 10catlO'ns described In Items 2 anCl 3 above, that meets all of the
<br />follo~-llng conditions:
<br />4.1 Exposea aref of on IndivIdual pone: greater thon Cl sq. ft.
<br />(0.84.m )
<br />4.2 Bottom edge less than 18 Inc.hes (451 mm) obove the: floor.
<br />4.3 Top edge greoter thon 36 Inches ('114 mm) obove the floor.
<br />4.4 One or more NalkIng surfaces Nlthln 36 Inches (Cl14 mm)
<br />horfzontall~ of the plane of the glazing.
<br />
<br />5. All glozing In rOlllngs regardless of area or heIght above 0 Nalklng
<br />surfoce:5 Inc.ludlng strvc.turol baluster panels and non struc.tural In-
<br />fills ponels.
<br />
<br />o. 61azlng in Nolis ond fences enclosing indoor and ovtdoor sNlmmlng pools and
<br />spos Nhere the: bottom exposed edge: of the glazing is: (I) less than 00 In~hes
<br />(1525 mm) obove the Nalklng svrTace on the pool side of the: glozing, ond (2)
<br />the gloZlrig Is Nithin 00 inc.hes (1525 mm) horizontQII'~ of the Nater's edge Ot a
<br />sNlmmlng pool or spo. 11IIs sholl appl~ to Single glozing and all pones In
<br />multiple glazing.
<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 />GLASS BLOCK INSTALLAllON PERFORMED IN ACCORDANCE W1TH FaC
<br />
<br />COVER SILL AREA W1TH 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 W1DTH OF 3/8" PLUS OR MINUS
<br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
<br />TYPE "Sd OR "Nd. 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 OTHERW1SE MOVE BLOCK AFTER INIllAL PLACEMENT. FOR SOLID GLASS
<br />BLOCK IT MAYBE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<br />COURSES TO PREVENT TI1E MORTAR FROM BEING dSQUEEZED" OUT.
<br />
<br />INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS W1THIN PANELS. (THE 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 THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />TI1AN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS W1TI1 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 W1TH UPPER HALF OF MORTAR BED AND TROWEL
<br />SMOOTH. DO NO FURROW.
<br />
<br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />FURROW. MAINTAIN UNIFORM JOINT W1DTH.
<br />
<br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />REMAIN FREE OF MORTAR.
<br />
<br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASllC AND BEFORE FINAL SET. AT THIS
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE W1DTH OF THE
<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 THE VOIDS W1TH MORTAR.)
<br />
<br />6' MIN.
<br />LAP SPLICE
<br />NOTE.
<br />SEE GLASS BLOCK
<br />INST ALLA lION NOTES.
<br />GLA55 BLOCK DETAIL
<br />
<br />B)
<br />
<br />C)
<br />D)
<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 />APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE W1TH THE
<br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCllONS.
<br />
<br />A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
<br />FOR W1ND SPEEDS UP TO 110 MPH*, PER PITISBURG CORNING RECOMMENDAllONS FOR
<br />INSTALLAllON OF GLASS BLOCK.
<br />
<br />rEXPANSICN STRIP
<br />
<br />"'~ANsmN
<br />
<br />BOl T (2 PER
<br />ANCHOR)
<br />/'
<br />~XPANSION STRIP
<br />~SEALANT
<br />
<br />6' MIN.
<br />LAP SPLICE
<br />'oJ I REINFORCING
<br />PANEL
<br />
<br />E)
<br />
<br />20 QQ. PANEL
<br />ANCHOR
<br />9 QQ. PANEL
<br />REINFORCING
<br />
<br />/ :)D~:,fij
<br />,/' !i~~' ,:~;il\\i\j 1;;;\~
<br />/ II' ,,;;;:~ii\;\\\ :\\\\\;;;~;:lj 111::::'
<br />/ '.~::~~~;~~~~~~\ ;\\\\\\, ~~:::::.,
<br />\~\~~~~~~~~H 9'
<br />
<br />~ -SEALANT
<br />
<br />F)
<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 />(;::)l
<br />
<br />RIDGE LINE "
<br />
<br />+ + + + + + + + +~ i:\ + + + + + + + + + + + + + + +
<br />+ + + + + + + + 0 + + + + + + + + + + + + + + + +
<br />+ + + + + + + + +.1 + + + + + + + + + + + + + + +
<br />+ + + + + + + + ~ + + + + + + + + + + + + + + + +
<br />
<br />" +
<br />
<br />~~ 6',,0' (T1'P.) + +
<br />/ :+:/:+:~~
<br />+ +-t
<br />+ + + +
<br />+ +-t
<br />, + + + +
<br />++++0:+ ++~ ++++++~+++++
<br />+++++ ++ <r +++++++ +++++
<br />+++++ +++'(0 +~+++++ +++++
<br />... + + + -, + + I '\.+ + + + + + ... ...
<br />" ~IDGE LINE
<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 @ 12" D.C. INTERMEDIATE
<br />.1310X2 "1/2" LONG GUNNAIL"@ 4" O.C. .1310X2 1/2" LONG GUNNAIL @ 4" D.C.
<br />.1200X3" LONG GUNNAIL @ 4" O.C. EDGES & 8" D.C. INTERMEDIATE
<br />.1130X2 LON"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" D.C. EDGES
<br />(STAGGERED) & 8" D.C. INTERMEDIATE
<br />.0990X2 1/4" LONG GUNNAIL @ 3" D.C.
<br />EDGES & 6" O.C. INTERMEDIATE
<br />
<br />~
<br />
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ +
<br />+
<br />
<br />v6'-0" v
<br />/ /
<br />
<br />v6'-0" v
<br />/ /
<br />+ +
<br />+
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<br />+
<br />+ +
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<br />
<br />D
<br />
<br />NOTE: 1) SEE S1RUCnJRAL NOTES FOR SHEATHING SPECIFlCATIONS AND MND SPEED.
<br />2) END JOINTS OF THE ROOF SHEATHING SHALL
<br />BE STAGGERED AND OCCUR ovm FRAMING MEMBER.
<br />3) SCHEDULE ASSUMES SHEA THING IS FASTENED DIRECll. 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 PATTERN.
<br />
<br />D SAMUEL A. GREENBERG, P.E. 4*3424B
<br />D Tl-lUY H l-+UYNH P.E. ~0122
<br />D IRWIN J. BEN50N, P.E. #4~lBB
<br />D All ABBA5 l-lAKIM, P J=. **5b 18b
<br />
<br />TO TI4E eEeT OF TI4E ENGINEER'e KNOIJJLEDGE AND eELIEF, TI4E
<br />eTRUCruRAL. PLANe AND ePECIFICATIONe COMPLY LUITI-l TI4E
<br />FLORIDA 6UILDING CODE, eeCTION :6>06> FOR 120 MPl-l 3 eeCOND
<br />ooeT, EXFO$URE 'e' LUIND ZONE (2001 EDITION).
<br />Tl-l15 DRAWING AND DE51GN 15 VALID FOR 12 MONTl-l5 AFTER TI4E
<br />DATE IT 15 51GNED AND eeALED.
<br />51GNED AND 5EALED FOR TI4E 5TRUCTURAL PORTION Cf Tl-l15
<br />DRAWING ONLY.
<br />
<br />r
<br />
<br />DE
<br />
<br />'"
<br />
<br />D At\l5CO
<br />
<br />ENGINEERING, FA.
<br />
<br />p.o. 60X ~ - APOLLO 6EACf4 - FLORIDA - 33&12
<br />~ - (&13) 64& 12>166 FAX - (813) 64& <3b<a&
<br />ED. 4610 t(\ -mESE DRAv.\NGS AND DESIGNS ARE -mE JOINT PROPERTY OF DANSCO ENGINEERING, PA. AND TI-lE
<br />..., V:::/CUENT ON -mIS PROJECT. ANY REPRoovcnON OR UNAUTHORIZED USE IS PROHI8IITD - 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 111E CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION
<br />BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR Tl1E STRUCTURAL INTEGRITY OF Tl1IS
<br />PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS'
<br />SHOP DRAWINGS, CONTRACTORS' BUILDING METl10DS, AND Tl1ESE SIGNED AND SEALED
<br />DRAWINGS MUST BE BROUGHT TO Tl1E ATTENllON OF DANSCO ENGINEERING P.A. PRIOR TO
<br />Tl1E COMMENCEMENT OF CONSTRUCllON.
<br />
<br />~\
<br />
<br />TAMPA OlVl61ON
<br />
<br />DRAU.N B.V.
<br />N:/SLOCKS/STD 2001
<br />
<br />LENNAR ~OME5
<br />
<br />5CALE NOTEO
<br />DATE 112/02
<br />
<br />5TRUCTURAL NOTE5 4 T A6LE5
<br />
<br />"-
<br />
<br />DE JOe NO. PM - 5021
<br />
<br />eN2
<br />
<br />\...
<br />
<br />~
<br />
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