|
<br />S TRUe TURAL NOTES
<br />
<br />COMPONENT ~ CLADDING DESIGN PRESSURE
<br />(120 HPH, 3 SEC. 6lIST, 2.11I2 TO 6.<:1112 PITCH, EXPOSURE B, iHPORTANCE FACTOR: I)
<br />(PSF)
<br />
<br />TRIBUTARY AREA
<br />(FT2)
<br />
<br /> ROOF HP-LL
<br /> (GCpl : +/- 18) (GCpl : +/- 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 -2C!.3
<br />105 -34,1 22.0 -26,<1
<br />105 -34,1 21.1 -26.2
<br />
<br />REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
<br />(RE: FBC 2405.2.1)
<br />
<br />10
<br />20
<br />50
<br />
<br />2405.1 6enerol, Indlvldvol glozed oreos Inclvdlng gloss mirrors In hozordovs locotlons
<br />svch os those Indlcoted in 2405.2 sholl poss the test reqvirements of CPSC 16-G.FR,
<br />Port 1201 or b~ comporotlve test sholl be proven to prodvce or leost eqvlvolent performonces.
<br />
<br />100
<br />
<br />125
<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 HEISHT AND EXPOSURE BY
<br />HUL TIPL YIN6 BY ADJUSTMENT COEFFICIENTS IN TABLE [606.2D OF THE FLORIDA
<br />BUILDING CODE 2001.
<br />
<br />3 PLUS AND MINUS SI6NS SI6NIFY PRESSURES ACTING TOHP-RD AND A);{A,Y FROH
<br />THE BUILDING SURFACES.
<br />
<br />Exceptions:
<br />I. Polished Hire gloss instolled In fire doors, fire HindoHs oncl vleH ponels in fire reslstont
<br />Holls ond howrdovs locotlons In 2405.2.1(3) ond 2405.2.1(4) sholl compl~ Hlth ANSI Z<11.1.
<br />2. Approvecl plostlc moteriols vsed os glozing in hozorclovs locotlons sholl compl~ Hlth ANSI zen.l.
<br />
<br />2405.2 Hozordous Locotlons
<br />2405.2.1 me folloHing sholl be considered specific hozordovs locotlons for the pv('pose
<br />of glozing:
<br />
<br />I.
<br />
<br />610zing in sHlnging doo('s ond fixed ond sliding ponels of sliding
<br />(potIO) cloor ossemblles.
<br />
<br />2.
<br />
<br />610zinq In doo('s ond Nolls of enclosv('es fo(' hot tubs, Hhi('lpools,
<br />sovnoS"; steom ('ooms, bothtubs, shoNers qnd oth.e(r svch focllltles
<br />Hhere svch qlozlnq is locotecl 36 Inches ('114 mm) or less,
<br />meosu('ecl hdrlzonroll~, from 0 stondlng or Hoiklng surfoce Hlthln
<br />
<br />the enclosu('e oncl Hhere the bottom edqe of the exposed glOZIng is
<br />less thon 60 Inches (1524 mm), meosure6vef"tlcoll~, obove such
<br />stonding 0(' Holklng svrfoce.
<br />
<br />PRECAST LINTEL
<br />SAFE GRAVITY LOAD TABLE
<br />
<br />LENGTH
<br />
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />UNFILLED FILLED
<br />
<br />3.
<br />
<br />610zing in on inclivldvol fixed or operoble ponel odlocent to 0 door
<br />Hhere the neorest vef"tlcol edge Is Hlthln 0 24-lnCn (610 mm)
<br />rodlvs of the doo(' In 0 closed position ond Hhose bottom edqe is
<br />less thon 60 Inches (1524 mm) obove the floo(' 0(' Hotklng surtoce.
<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 Holls perpendlcvlor to the plone of the door In 0 closecl position in Group R3
<br />or Hltnln dHelllng vnlts in Grovp R2 sholl be subject to 2405.2,1(4).
<br />
<br />4. ~IZ~f761n~n g~s~fr~~~V?~ I~I~~~ ~(' o~ge~oJ~~yPe~~~~t o~~;t;hgn ~~of~
<br />
<br />follOHing conclitlons:
<br />4.1 Exposea ore20 of on incllvlduol pone greoter thon <1 sq. ft.
<br />(0.84.m )
<br />4.2 Bottom eclge less thon IS Inc.hes (451 mm) obove the floor,
<br />4,3 Top edge g('eoter than 36 Inches ('114 mm) obove the floor.
<br />4.4 One 0(' mo('e Holking surfoces Hithln 36 inches (<114 mm)
<br />ho('lzontoll~ of the plone of the glozing,
<br />
<br />5. All glozing In rolllngs regordless of oreo or height obove 0 Holklng
<br />surfoces Including strvcturol boluster ponels ond non structurol in-
<br />fills ponels.
<br />
<br />6, 610zIng in Holls ond fences enclosing indoo(' ond ovtdoo(' SHimming pools ond
<br />spos Hhere the bottom exposed edge of the glozing Is: (I) less thon 60 Inches
<br />(1525 rnm) above the Ho:klng svrfoce on the pool slcle of the glozing, oncl (2)
<br />the glozIng Is Hlthln 60 Inches (1525 mm) ho('izontoll'~ of the Horer's edge of 0
<br />SHimming pool or spo. mis sholl oppl'~ to single glozing oncl 011 pones in
<br />mvltiple glozing.
<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 />~
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<br />
<br />A)
<br />
<br />B)
<br />
<br />C)
<br />D)
<br />
<br />GLASS BLOCK INSTALLA 11 ON PERFORMED IN ACCORDANCE Wl111 FBC
<br />
<br />COVER SILL AREA Wl111 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'NER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WlD111 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 11P ON END OF TROWEL TO TAP BLOCK INTO POSIllON.) DO NOT
<br />REALIGN, TAP, OR 0111ERWlSE MOVE BLOCK AFTER INI11AL PLACEMENT. FOR SOLID GLASS
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN 111E MORTAR JOINTS OF 111E LOWER
<br />COURSES TO PREVENT 111E MORTAR FROM BEING "SQUEEZED" OUT.
<br />
<br />INSTALL PANEL REINFORCING IN EVERY 0111ER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />IMMEDIA TEL Y ABOVE AND BELOW ALL OPENINGS WlTI1IN PANELS. (TI1E 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 111AN 6 INCHES VVHENEVER IT is NECESSARY TO USE MORE
<br />111AN ONE LENG111. DO NOT BRIDGE EXPANSION JOINTS Wl111 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 Wl111 UPPER HALF OF MORTAR BED AND TROWEL
<br />SM00111. DO NO FURROW.
<br />
<br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />FURROW. MAINTAIN UNIFORM JOINT WlD111.
<br />
<br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />REMAIN FREE OF MORTAR.
<br />
<br />STRIKE JOINTS SM00111 VVHILE MORTAR IS Sl1LL PLAS11C AND BEFORE FINAL SET. AT 111IS
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEP111 EQUAL TO 111E WlD111 OF TI1E
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
<br />TOOL JOINTS SM00111 AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
<br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT 111E VOIDS WlTI1 MORTAR.)
<br />
<br />6' MIN.
<br />LAP SPLICE
<br />NOTE.
<br />SEE GLASS BLOCK
<br />INST ALLA TION NOTES,
<br />GLASS BLOCK DETAIL
<br />
<br />I)
<br />J)
<br />
<br />AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING 11GHTL Y BETWEEN
<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUC110N. LEAVE SPACE FOR SEALING.
<br />
<br />APPL Y SEALANT EVENLY TO 111E FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />MANUFACTURER'S APPLlCA110N MANUAL AND INSTRUC110NS.
<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 RECOMMENDATIONS FOR
<br />INSTALLA110N OF GLASS BLOCK.
<br />
<br />K)
<br />
<br />20 go., PANEL
<br />ANCHOR
<br />
<br />~EXPANSION STRIP
<br />
<br />"~ANSIDN
<br />
<br />BOL T (2 PER
<br />ANCHOR)
<br />/'
<br />~XPANSION STRIP
<br />~SEALANT
<br />
<br />6' MIN,
<br />LAP SPLICE
<br />'J I REINFORCING
<br />PANEL
<br />
<br />E)
<br />
<br />9 go., PANEL
<br />REINFORCING
<br />(EVERY OTHER '-...
<br />COURSE) ~ ~
<br />
<br />. --0: ' .' .,~nl\n
<br />~:::::::~ .. ,.' ,:,.~.::..,:,:
<br />:::.:.....:..:::: ." ... ..::: ..:::::::.:.
<br />"I'. ." ........ ........ .........
<br />
<br />
<br />II \\\\(\\\\\\\\; \\\\\\\i;;;;;; ~~;;".,
<br />/' ::::nn~~n~: f9P~~~n:n::::'
<br />~?\m~t ;:::..'
<br />:::::~
<br />;r- -SEALANT
<br />'"
<br />
<br />F)
<br />G)
<br />H)
<br />
<br />* (110mph FASTEST WlND= 130MPH, 3 SEC. GUST. FBC TABLE 1606,1.6.1)
<br />
<br />ROOF DIAPHRAGM NAILING SCHEDULE
<br />
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ +
<br />+
<br />
<br />1/ 6' -0'
<br />/ /
<br />
<br />RIDGE LINE ,
<br />
<br />+ + + + + + + + +. ~ + + + + + + + + + + + + + +
<br />+ + + + + + + + b + + + + + + + + + + + + + +
<br />+ + + + + + + + +_1 + + + + + + + + + + + + + +
<br />+ + + + + + + + ~ + + + + + + + + + + + + + +
<br />
<br />+
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ +
<br />
<br />~
<br />
<br />~
<br />
<br />! ~ 6'i/0' (TYP.)
<br />
<br />/~ +; + + +"<"
<br />+ + + +
<br />+ +
<br />+ + + +
<br />
<br />, +++ +++
<br />
<br />6'-0'
<br />
<br />/
<br />
<br />+
<br />+ +
<br />+
<br />~ + +
<br />co +
<br />j + +
<br />+
<br />+ +
<br />+
<br />+ +
<br />
<br />f:~
<br />+ +
<br />
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ + + + + + ~+ + + + + + +
<br />+++++++ +++++ +
<br />+++++++ +++++++
<br />+ + ,+ + + + + + -'- +
<br />'yIDGE 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 8d COMMON NAILS @ 12" O.C, INTERMEDIATE
<br />.1310X2.1/2' LONG GUNNAIL.@ 4' O.C. .1310X2 1/2' LONG GUNNAIL @ 4" O,C,
<br />,1200X3 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 @ 3 O,C. EDGES & 8' 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 />+ + + + +~+ + R
<br />+++++ ++ cr
<br />+++++ +++<.0
<br />-'- + + + ~,
<br />
<br />D
<br />
<br />NOTE: 1) SEE STRUC1URAL NOTES FOR SHEA THING SPECIFlCA TlONS AND 'MND SPEED,
<br />2) END JOINTS OF Tl-fE ROOF SHEA THING SHALL
<br />BE STAGGERED AND OCCUR OVER FRAMING MEM8ER.
<br />3) SCHEDULE ASSUMES SHEA THING IS F ASIDJED DIRECll Y TO SOUTHERN YEllOW PINE OR DOUGLAS
<br />FlR OR BETlER. 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 />o 6AMUEL A. GREENBERG, FE. ~4245
<br />o T~UY ~. ~UYNH FE. #60122
<br />o IRWIN J. BEN60N, F.E, #4~l58
<br />o All ABBA6 ~AKIM, F.E. "56-186
<br />
<br />TO THE BE5T OF T14E ENGINEER'5 KNOWLEDGE AND BELla:, THE
<br />5TRUCTURAL PLAN5 AND 5PEClflCATI0N5 COMPLY WITl-i T14E
<br />fLORIDA BUILDING CODE, eECTION lbgb fOR 12g MPI-I 3 eECOND
<br />005T, EXPOWRE '13' WIND ZONE (2gg1 EDITION).
<br />Tl415 DRAWING AND DE51GN 15 vALID fOR 12 MONTI-I5 AFTER TI-4E
<br />DATE IT 15 51C:INED AND 5EALED.
<br />51C:INED AND 5EALED fOR TI-4E 5iRUCTURAL PORTION OF T1415
<br />DRAWING ONLY.
<br />
<br />r
<br />
<br />DE
<br />
<br />""
<br />
<br />D ANSCO
<br />
<br />ENGINEERING, FA.
<br />
<br />P.o. 60X 3~ - APOLLO eEAC14 - FLORIDA - 33&12
<br />P~ - (813) 645 0166 FAX - (813) 645 cab~
<br />e6 .Ia1'" fC\ -mESE DRA'MNGS AND DESIGNS ARE -mE JOINT PROPERTl' OF DANSCO ENGINEERING, P.A. AND -mE
<br />'"1'Q IV ~ClJENT ON TI1IS PROJECT ANY REPRODUCTION OR UNAU-mORIZED USE IS PROHIBIITD. - 2003
<br />
<br />& CREATED 01-02-02
<br />
<br />3
<br />
<br />120
<br />SEe,
<br />
<br />MPH
<br />GUST
<br />
<br />~~
<br />
<br />LENNAR J.40MEe
<br />
<br />5CALE NOTCD
<br />DATE 1n/fD2
<br />
<br />TAMPA DIVl610N
<br />
<br />DRAlLN B.V.
<br />N:/BLOCKS/STD 2001
<br />
<br />NOTE:
<br />
<br />iT IS THE CONTRACTORS RESPONSIBIUTY TO REVIEW ALL DRAWINGS 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 DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED
<br />DRAWINGS MUST BE BROUGHT TO THE ATTENTlON OF DANSCO ENGINEERiNG P.A, PRiOR TO
<br />THE COMMENCEMENT OF CONSTRUCTION.
<br />
<br />~
<br />
<br />~
<br />
<br />eTF(UCTURAL NOTE5 4 T A6LEe
<br />
<br />DE JOB NO. PM - 5021
<br />
<br />eN2
<br />
<br />'-
<br />
|