|
<br />S TRUe TURAL NOTES
<br />
<br />COMPONENT ~ 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 />10
<br />
<br />20
<br />
<br />50
<br />
<br />100
<br />
<br />125
<br />
<br />NOTES: I FOR EFFECTIVE AREAS OR HIND SPEEDS BETHEEN THOSE GIVEN ABOVE, THE
<br />LOAD MAY BE INTERPOLATED, OTHERY-lISE USE THE LOAD ASSOCIATED HITH
<br />THE LOHER EFFECTIVE AREA.
<br />
<br />2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE BY
<br />MULTIPLYING BY ADJUSTMENT COEFFICIENTS IN TABLE 1606.2D OF THE FLORIDA
<br />BUILDING CODE 2001,
<br />
<br />3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOHA-RD AND AHA-Y FROM
<br />THE BUILDING 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 6eneral. Individual glazed areas Inc.ludln9 glass mIrrors in hazardous loc.atlons
<br />suc.h as those Indlc.ated In 2405.2 sholl poss the test requirements of CPSC 16-GFR,
<br />Part 1201 or by c.omparatlve test shall be proven to produc.e or least equivalent performances.
<br />
<br />Exceptlonsl
<br />I. Polished wire glass Installed in rlre doors, rire windows and view panels In rlre resistant
<br />Nalls and hazardous locations In 2405.2.1(3) and 2405.2.1(4) sholl comply Nlth ANSI zerr.l.
<br />2. Approved plastic materials used as glazing in hazardous locotlons sholl comply Nlth ANSI Zerr.l,
<br />
<br />2405.2 Hazardous Locations
<br />2405.2.1 The rollowlng shall be considered SpeC.lrlC hazardous locations for the purpose
<br />
<br />Or glazing:
<br />
<br />I,
<br />
<br />61azin9 in sNln91n9 doors and rlxed and sliding panels of sliding
<br />(patio) door assemblies.
<br />
<br /> ROOF HA-LL
<br /> (GCpl = +1- 18) (GCpl = +/- 18)
<br />14.'1 -50.1 25.cr -34.1
<br />13.0 -45.4 24.1 -32.4
<br />II.cr -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 />61azinq In doors and Holls or enclosures ror hot tubs, Nhlrloools,
<br />saunaS-; steam rooms, bathtubs, showers ClIJd othC(r suc.h racllitles
<br />Nhere such qlazlnQ is located 36 Inches ('114 mm) or less,
<br />measured hc>rlzonrally, from a standing or wolkln9 surface Nlthln
<br />
<br />the enc.losure and Nhere the bottom edqe or the exposed 91azing IS
<br />less than 60 Inches (1524 mm), measurecfvedlcally, above SIKh
<br />standing or Nalkln9 surfac.e.
<br />
<br />PRECAST LINTEL
<br />SAFE GRAVITY LOAD TABLE
<br />
<br />LENG TH
<br />
<br />3.
<br />
<br />Glazing in an Individual rixed or operable panel adrac.ent to a door
<br />Nhere the neorest vertlcol edge Is within a 24-ln& (610 mm)
<br />radius of the door In 0 closed position and whose bottom edge 15
<br />less. than 60 Inches (1524 mm) above the floor or walking svrtace.
<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 />1" -4" (136") PRECAST
<br />1 2' - 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 />1 7' -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. 610zlnq in walls perpendlc.vlar to the plane of the door in a closed positIon In 6roup R3
<br />or NitFiln dwellln9 units In 6roup R2 sholl be subject to 2405.2.1(4).
<br />
<br />Glazlnq in an IndIvidual f'lxed or op,eroble oanel, other thon those
<br />10catlO'ns described In Items 2 an(1 3 above, thot meets all of the
<br />rollowlng conditions:
<br />4.1 Exposea are2a of an Individual pane greater than cr sq. ft.
<br />(0.84.m )
<br />Bottom edge less thon 18 inches. (451 mm) obove the floor.
<br />Top edge greater than 36 Inc.hes ('114 mm) above the rloor.
<br />One or more Nolklng surfac.es Nlthln 36 Inc.hes ('114 mm)
<br />horlzontall~ of the plane of the glazing.
<br />
<br />4.
<br />
<br />4.2
<br />4.3
<br />4.4
<br />
<br />5. All glazln9 in rallln9S re90rdless or area or height above a Holklng
<br />surfoces Inc.ludln9 structural baluster ponels ond non structural In-
<br />1'1115 panels..
<br />
<br />6, Glazln9 in Nal!s and rences enclosin9 Indoor and outdoor sNimmin9 pools and
<br />spas Nhere the bottom exposed edge of the glazing IS: (I) less than 60 Inc.hes
<br />(1525 mm) above the Holklng sudac.e on the pool side or the 9lazln9, and (2)
<br />the glazing Is within 60 Inc.hes (1525 mm) horlzof"ltolly of the woler's edge of a
<br />swimmin9 pool or spa. This sholl apply to Single glazing and all panes. In
<br />multiple glazing,
<br />
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />UNFILLED FILLED
<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 />~ 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 FILLEq KNOCK-OUT BLOCK ABOVE
<br />THE PRECAST LINTEL AND ONE #5 BAR IN THE LINTEL.
<br />
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<br />A)
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<br />B)
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<br />C)
<br />D)
<br />
<br />GLASS BLOCK INSTALLAllON PERFORMED IN ACCORDANCE \'VIlli FBC
<br />
<br />COVER SILL AREA \'VIlli 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 LO\^IER 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 FURRO\^IED. ALL MORTAR SHALL BE
<br />TYPE "s" OR "N". SlEEL 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 OlliERWISE MOVE BLOCK AFTER INlllAL 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 "SQUEEZED" OUT.
<br />
<br />INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />IMMEDIAlELY ABOVE AND BELOW ALL OPENINGS WITHIN 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 THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />THAN ONE LENGTH. 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 WITH UPPER HALF OF MORTAR BED AND TRO\^IEL
<br />SMOOlli. DO NO FURROW,
<br />
<br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<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 SllLL PLASllC AND BEFORE FINAL SET. AT THIS
<br />llME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH 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 />\^lEDGES FROM LO\^IER COURSES OF SOLID BLOCKS AND POINT 111E VOIDS \'VI111 MORTAR.)
<br />
<br />6' MIN,
<br />LAP SPLICE
<br />NOTE.
<br />SEE GLASS BLOCK
<br />INST ALLA nON NOTES,
<br />GLASS 6LOCK DETAIL
<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 CONSTRUC1l0N. LEAVE SPACE FOR SEALiNG.
<br />
<br />APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />MANUFACTURER'S APPLiCA1l0N MANUAL AND INSTRUC1l0NS.
<br />
<br />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 RECOMMENDA 1l0NS FOR
<br />INSTALLA1l0N OF GLASS BLOCK.
<br />
<br />20 go., PANEL
<br />ANCHOR
<br />
<br />~EXPANSICN STRIP
<br />
<br />
<br />~ANSICN
<br />BOL T (2 PER
<br />ANCHOR)
<br />
<br />E)
<br />
<br />9 go., PANEL
<br />REINFORCING
<br />(EVERY OTHER
<br />COURSE)
<br />
<br />~
<br />.,~.
<br />I p: . '.' ...::~nnn
<br />~::::::~ .' f" .::::....:::
<br />:::::. ':.~::::: .'. ':.-:::: :.:::::::::.
<br />
<br />~l\\\\\I..;;i:~iiH~~~ ~~~~t~~~~:l~ l~::::"
<br />/ ~m~~~m~m~m~~ ~n::::"
<br />~m~l~~~~lli ~~~~::..
<br />:::::~
<br />~ -SEALANT
<br />l.-
<br />
<br />~XPANSlON STRIP
<br />~SEALANT
<br />
<br />6' MIN,
<br />LAP SPLICE
<br />\I / REINFORCING
<br />PANEL
<br />
<br />F)
<br />
<br />G)
<br />H)
<br />
<br />* (110mph FASlEST WlND= 130MPH, 3 SEC. GUST. FBC TABLE 1606.1.6.1)
<br />
<br />ROOF DIAPHRAGM NAILING SCHEDULE
<br />
<br />oJ
<br />
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ +
<br />+
<br />
<br />RIDGE LINE
<br />
<br />+ + + + + + + + +~
<br />+ + + + + + + + 0
<br />+ + + + + + + + +_1
<br />+ + + + + + + + ~
<br />
<br />+ + + + + + + + + + + + + +
<br />+ + + + + + + + + + + + + +
<br />+ + + + + + + + + + + + + +
<br />+ + + + + + + + + + + + + +
<br />
<br />-".J
<br />
<br />+
<br />+ +
<br />+
<br />+ +
<br />+
<br />
<br />/~ 6'~0' (TYP.) ,;-0:
<br />
<br />/ :::' :::~ :::
<br />
<br />+ + + + + +
<br />+
<br />+ + + + ~+ + + ~ + + + + + + .~+ + + + + + +
<br />+++++ ++ 9 +++++++ +++++ +
<br />+++++ +++<.0 +-t+++++ +++++++
<br />... ... + + + + +'-+ + + + + + ~ +
<br />" "--RIDGE LINE
<br />120 MPH 3 SECOND GUST EXPOSURE "8" WIND ZONE 120 MPH 3 SECOND GUST EXPOSURE "8" WIND ZONE
<br />8d COMMON NAILS @ 6" O.C, &: 8d COMMON NAILS @ 6" a.c. EDGES &:
<br />4" a.c. @ GABLE END WAll OR GABLE TRUSS Sd COMMON NAILS @ 12" O.C. INTERMEDIATE
<br />.131~X2 1/t LONG GUNNAIL @ 4" O,C, .131~X2 1/2" LONG GUNNAIL @ 4" O.C.
<br />.120~X3" LONG GUNNAIL @ 4" O,C. EDGES &: 8" O.C. INTERMEDIATE
<br />.113~Xt LON"G GUNNAIL @ 3" O,C~ .1200X3" LONG GUNNAIL @ 4" O.C.
<br />.099~X2 1/4 LONG GUNNAIL @ 3 O,C. EDGES &: 8" a.c, INTERMEDIATE
<br />.113~X2" LONG GUNNAIL @ 3" O.C. EDGES
<br />(STAGGERED) &: S" a.c. INTERMEDIATE
<br />.099~X2 1/4" LONG GUNNAIL @ 3" O.C.
<br />EDGES &: 6" O.C. INTERMEDIATE
<br />
<br />6'-0.
<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 STRVClURAL NOTES FOR SHEATI1ING SPECIFICATIONS AND 'MND SPEED.
<br />2) END JOINTS OF TI1E ROOF SHEATI1ING SHALL
<br />BE STAGGERED AND OCCUR OVER FRAMING MEMBER.
<br />3) SCHEDULE ASSUMES SHEA TI1ING IS FASTENED DIREC'll Y TO SOUTI1ERN 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 PATIIRN.
<br />
<br />D 5AMUEL A. GREENBERG, P.E. #34245
<br />D Tl-+UY H. l-+UYNH P.E. -60122
<br />D IRWIN J. BEN50N, F.E. #4~158
<br />D All AB6A5 l-+AKIM, P.E. *'56186
<br />
<br />TO TI4E BE5T OF TI4E ENGINEER'5 KNOUJLED6E AND BELIEF, TI4E
<br />5TRUCTURAL PLAN5 AND 5PECIFICATION5 COMPL Y WIT~ TI4E
<br />FLORIDA BUILDING CODE, &ECTION 16>06> FOR 120 MP~:3 &ECOND
<br />GU5T, EXPOOURE '6' WIND ZONE (2001 EDITION).
<br />T~15 DRAWING AND DE51GN 15 VALID FOR 12 MONm5 AFTER THE
<br />DATE IT 15 51GNED AND OEALED.
<br />51GNED AND OEALED FOR TI4E 5TRUCTURAL PORTION OF T~15
<br />DRAWING ONLY.
<br />
<br />r
<br />
<br />DE
<br />
<br />""\
<br />
<br />D ANSCO
<br />ENGINEERING, FA..
<br />p.o. eox 3400 - APOLLO 6EAC14 - FLORIDA - 33&12
<br />~ - (813) 64& 0166 FAX - (813) 64& ~ca&
<br />
<br />Em. ..lalA\ r'C\ IHESE DRA\\lNGS AND DESIGNS ARE IHE JOINT PROPERTY Of DANSCO ENGINEERING, P.A, AND IHE
<br />-' ~ -- ~CUENT ON IHIS PRO.f:CT. ANY REPRODUCTION OR UNAUIHORIZED USE IS PROHIBITED. - 2003
<br />
<br />~ CREATED 01-02-02
<br />
<br />3
<br />
<br />120
<br />SEC.
<br />
<br />&EAt. ""'"
<br />\ ecAJ..E NOTED
<br />DATE 112/02
<br />
<br />TAr1PA Olvf6fON
<br />
<br />DRAlLN BV.
<br />N:/8LOCKS/STD 2001
<br />
<br />MPH
<br />GUST
<br />
<br />LENNAR ~OMEe
<br />
<br />NOTE:
<br />
<br />IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWlNGS BEFORE CONSTRUCTION
<br />BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS
<br />PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS'
<br />SHOP DRAWlNGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED
<br />DRAWlNGS MUST BE BROUGHT TO THE ATTENllON OF DANSCO ENGINEERING P.A. PRIOR TO
<br />THE COMMENCEMENT OF CONSTRUCllON.
<br />
<br />"-
<br />
<br />"'--
<br />
<br />eTRUCTURAL NOTSe 4 T ASLE5
<br />
<br />DE JOB NO. PM - 512>21
<br />
<br />eN2
<br />
<br />~
<br />
<br />l'
<br />
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