|
<br />S TRue TURAL NOTES
<br />
<br />COMPONENT ~ CLADDING DESIGN PRESSURE
<br />(120 MPH, 3 SEC. 6IJST, 2.1/12 TO 0.'1/12 PITCH, EXPOSURE 5, IMPORTANCE FACTOR: I)
<br />(PSF)
<br />
<br />REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
<br />(RE: FBC 2405.2.1)
<br />
<br />TRIBUTARY AREA ROOF HALL
<br />(FT' )
<br /> (GCpl = +/- IB) (GCpl = +/- IB)
<br />[0 14.'1 -50.1 25.'1 -34.1
<br />20 13.0 -45.4 24.1 -32.4
<br />50 11.'1 -3'1.3 23.2 -2'1.3
<br />100 10.5 -34.1 22.0 -20.'1
<br />125 10.5 -34.1 2[.1 -20.2
<br />
<br />2405.1 Generol. Indlvlduol glozed oreos Including gloss mirrors In hozordous locotions
<br />such 05 those indicoted In 2405.2 sho[1 poss the test requirements of cpsc. 10-CfR,
<br />Port /201 or b~ comporotlve test sholl be proven to produce or leost equlvolent performonces.
<br />
<br />Exceptions:
<br />I. Polished Hire g[oss instolled In fire doors, fire HindoHs and vieH ponels in fire reslstont
<br />Ho[ls and hozordous locotlons In 2405.2.1(3) and 2405.2.1(4) sho[1 comp[~ Hith ANSI Zcr7.I.
<br />2. Approved plostlc moterio[s used 05 glozing in hozordous locotlons sho[1 compl~ Hith ANSI Zq-t.I.
<br />
<br />NOTES: I fOR EffECTIVE AREAS OR HIND SPEEDS BETHEEN THOSE GIVEN ABOVE, THE
<br />LOAD MAY BE INTERPOLATED, OTHERHISE 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 1000.2D OF THE FLORIDA
<br />BUILDING CODE 2001.
<br />
<br />3 PLUS AND M[NUS SIGNS SIGNIFY PRESSURES ACTING TO HARD AND AWAY fROM
<br />THE BUILDING SURFACES.
<br />
<br />2405.2 Hozordous Locotlons
<br />2405.2.1 111e folloHlng sholl be considered specific hozordous locations for the purpose
<br />of glozing:
<br />
<br />I.
<br />
<br />Glozing in sHinging doors ond fixed and sliding ponels of s[lding
<br />(potio) door ossemblles.
<br />
<br />2.
<br />
<br />Glozlnq in doors and Holls of enclosures for hot tvOs, Hhirloools,
<br />sounoS'; steom rooms, bothtubs, shoNers qnd oth€(r such foc![itles
<br />Nhere such qlozinq 15 locoted 30 Inches ('114 mm) or less,
<br />meosured hC1rlzonroll~, from 0 stondlng or No[klng surfoce Nlthln
<br />the enclosure ond Nhere the bottom edqe of the exposed glOZing is
<br />less thon 00 Inches (1524 mm), meosureD vertiGO [II:!, above such
<br />stondlng or Nolklng surfoce.
<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 />Glozing In on individual fixed or operoble ponel od locent to 0 door
<br />Hhere the nearest verticol edge Is Nithin 0 24-inCn (010 mm)
<br />rod Ius of the door In 0 closed position and Noose bottom edqe 15
<br />less thon 60 Inches (1524 mm) above the floor or Nolklng 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. Glozlnq in Ho[ls perpendlculor to the plone of the door In 0 closed position in 6r'oup R3
<br />or Hitfiln dNe[ling units in 6r'oup R2 sho[1 be subject to 2405.2.1(4).
<br />
<br />4 Glozlnq in on indlvlduol fixed or op'erob[e oonel, other thon those
<br />. locotlO'ns described in items 2 onel 3 obove, thot meets 011 of the
<br />folloHing conditions:
<br />4.1 Exposea ore20 of on indlviduol pone greoter thon '1 sq. ft.
<br />(0.84.m )
<br />4.2 Bottom edge less thon IB Inches (451 mm) obove the floor.
<br />4.3 Top edge greoter thon 30 Inches ('114 mm) obove the floor.
<br />4.4 One or more Holklng surfoces Nlthln 30 Inches ('114 mm)
<br />horlzontoll:! of the plone of the glozing.
<br />
<br />5. All glozing in rolllngs regordless of oreo or height obove 0 Holklng
<br />surfoces Including structurol boluster ponels ond non structurol in-
<br />fi[ls ponels.
<br />
<br />6. Glozing in Hol[s and fences enclosing indoor ond outdoor sNimming pools and
<br />spos Nhere the bottom exposed edge of the glozing 15: (I) less thon 00 Inches
<br />(1525 mm) obove the Nolking surfoce on the pool side of the glozing, and (2)
<br />the glOZing is Nithin 60 inches (1525 mm) horizontoll~ of the Noler's edge of 0
<br />SHimming pool or spo. 111is sholl oppl~ to single glozing and 011 pones in
<br />multiple glozing.
<br />
<br />~ SAFE LOAD VALUES ARE BASED ON MANUFACTURER'S CALCULATIONS.
<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 THE LINTEL.
<br />
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<br />A)
<br />B)
<br />
<br />GLASS BLOCK INSTALLATlON PERFORMED IN ACCORDANCE 'MTH FBC
<br />
<br />COVER SILL AREA 'MTH 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 'MDTH 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 llP ON END OF TROWEL TO TAP BLOCK INTO POSmON.) DO NOT
<br />REALIGN, TAP, OR OTHER'MSE MOVE BLOCK AFTER INITlAL 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 />IMMEDIA TEL Y ABOVE AND BELOW ALL OPENINGS 'MTHIN PANELS. (THE SAME SPACING
<br />SHALL APPLY TO PANEL ANCHORS 'M1EN 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 'M1ENEVER IT IS NECESSARY TO USE MORE
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH 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 'MTH 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 'MDTH.
<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 />TIME 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 />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS 'MTH MORTAR.)
<br />
<br />9 9Q, PANEL
<br />REINFORCING
<br />(EVERY OTHER ~ .
<br />COURSE) I A
<br />
<br />/ .,~~ ~EXPANSmN STRIP
<br />.':', . ~~:.:.:: l """
<br />~~'::::::::'" ,'.... ::::~::: ~SEALANT
<br />r:,::){H ~ ./:n/ <::~~m~
<br />~m~H~m~r ~ ;~;:~::~:;~H\ H~~;;:. .
<br />:;:;::::;::., ?mm~~ ;::;:;:::;:. . 6' MIN.
<br />~;;:<:::;: nn;~;~;n~~ ;~;;;::., LAP SPLICE
<br />/ ..:,....'..,.: ,....':,. PANEL
<br />::::;:::::::: :::::.' 6' MIN
<br />~~~~@~~li1 :,' LAP SPLICE
<br />:::::;r
<br />r -SEALANT NOTE.
<br />; SEE GLASS BLOCK
<br />INST ALLA nON NOTES,
<br />GLASS BLOCK DETAIL
<br />
<br />I)
<br />
<br />AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING llGHTL Y BETWEEN
<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTlON. LEAVE SPACE FOR SEALING.
<br />
<br />APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE 'MTH THE
<br />MANUFACTURER'S APPLlCATlON MANUAL AND INSTRUCTlONS.
<br />
<br />A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
<br />FOR 'MND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDAllONS FOR
<br />INSTALLATlON OF GLASS BLOCK.
<br />
<br />J)
<br />
<br />C)
<br />D)
<br />
<br />K)
<br />
<br />20 QQ. PANEL
<br />ANCHOR
<br />
<br />~EXPANSICN STRIP
<br />
<br />
<br />.....1/4. EXPANSION
<br />BOl T (2 PER
<br />ANCHOR)
<br />
<br />E)
<br />
<br />F)
<br />
<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 />RIDGE UNE
<br />
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ +
<br />+
<br />
<br />"
<br />+ + + + + + + + +.
<br />+ + + + + + + + ~
<br />+ + + + + + + + +.1
<br />+ + + + + + + + ~
<br />
<br />+
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ +
<br />
<br />, j
<br />~
<br />
<br />oJ
<br />
<br />+ + + + + + + + + + + + + +
<br />+ + + + + + + + + + + + + +
<br />+ + + + + + + + + + + + + +
<br />+ + + + + + + + + + + + + +
<br />"
<br />
<br />/ \... 6'-0' (TYP.)
<br />
<br />/ :::' :::'<~
<br />
<br />+ + + +
<br />+ + +
<br />" + + + +
<br />+ + + + ~+ + +. + + + + + + ~+ + + + +
<br />+++++ ++ cr +++++++ +++++
<br />+++++ +++<.0 +++++++ +++++
<br />+ + + ,,+ + '\.+ + + + + + ..L...L.
<br />" ~IDGE UNE
<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 Sd COMMON NAILS @ 12" O.C. INTERMEDIATE
<br />.131~X2 .1/2" LONG GUNNAIL.@ 4" O.C. .131~X2 1/2" LONG GUNNAIL @ 4" O.C.
<br />.120~X3 LONG GUNNAIL @ 4 O.C. EDGES & 8" 0 C INTERMEDIATE
<br />.113~X2" LON.G GUNNAIL @ 3. O.C~ .120~X3" LONG GU'NNAIL @ 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) & S" O.C. INTERMEDIATE
<br />.099~X2 1/4. LONG GUNNAIL @ 3" O.C.
<br />EDGES & 6" O.C. INTERMEDIATE
<br />
<br />6'-0"
<br />
<br />6'-0"
<br />/
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ +
<br />+
<br />+ +
<br />+
<br />
<br />/
<br />
<br />/
<br />
<br />+
<br />+ +
<br />+
<br />~ + +
<br />ro +
<br /><3 + +
<br />+
<br />+ +
<br />+
<br />+ +
<br />
<br />~
<br />~
<br />
<br />D
<br />
<br />NOTE; 1) SEE S1RUCl1JRAL NOlES FOR SHEA n-uNG SPECIFIC A llONS AND W1ND SPEED.
<br />2) END JOINTS OF ll1E ROOF SHEAll1lNG SHALL
<br />BE STAGGERED AND OCCUR O'vrR FRAMING MEMBER.
<br />3) SCHEDULE ASSUMES SHEA 1l11NG IS F ASlENED DIRECll.. Y TO SOUll1ERN YELLOW PINE OR DOUGLAS
<br />FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CON1RACTOR MUST
<br />CONT ACT DANSCO ENGINEERING, P.A. FOR ALlERNA lE FOR NAIUNG PATTERN.
<br />
<br />D SAMUEL A. GREENBERG, P.E. 4f3424S
<br />D T~UY ~. ~UYNH, PE. -60122
<br />D IRWIN J. BENSON, P.E. -49158
<br />D All ABBAS ~AKIM, P.E. ~6186
<br />
<br />TO Tl-tE BE5T OF TI4E ENG:INEER'5 KNOlLED6E .AND BELief, Tl-tE
<br />5TRUCTURAL PLAl\I5 Al\ID 5PECIFICAT!ON5 COMPLY wlm Tl-tE
<br />FLORIDA BUILDING CODE, OECTION 1~0~ FOR 120 MPI4 3 OEeOND
<br />GU5T, EXPOOURE 'B' UJIND ZONE (2001 EDITION).
<br />ml5 DRAWING Al\ID DE51GN 15 VALID FOR 12 MONm5 AFTER Tl-tE
<br />DATE IT 15 51GNeD AND OEALED,
<br />5IGNED.AND 5EALED FOR Tl-tE 5TRUCTURAL 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. eox ~ - APOLLO eEACA4 - FLORIDA - 33912
<br />~ - (813) 645 0166 FAX - (813) 645 ~cae
<br />E6 "fal'" t('\ 111ESE DRAI'l1NGS AND DESIGNS ARE 111E JOINT PROPERTY Of DANSCO ENGINEERING, P.A. AND 111E
<br />""l'WI' JC;' ~CUENT ON 1111S PRO.1:CT. ANY REPRODUCnON OR UNAU1110RlZED USE IS PROHIBITED - 2003
<br />
<br />ffi CREATED 01-02-02
<br />
<br />3
<br />
<br />120
<br />SEe,
<br />
<br />MPH
<br />GUST
<br />
<br />NOTE: IT IS THE CON1RACTORS RESPONSIBIUTY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION
<br />BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR THE STRUCllJRAL INTEGRITY OF THIS
<br />PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDlllONS, Oll1ER DESIGN PROFESSIONALS'
<br />SHOP DRAWINGS, CONTRACTORS' BUILDING ME1l10DS, AND THESE SIGNED AND SEALED
<br />DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING P.A. PRIOR TO
<br />THE COMMENCEMENT OF CONSTRUCTION.
<br />
<br />eEAL."""
<br />\ 5CALE NOTED
<br />DATE 112/02
<br />
<br />LENNAR ~OMEe
<br />
<br />TAt1PA Dlvl610N
<br />
<br />DRAUN B.v,
<br />N:/BLOCKS/STD 2001
<br />
<br />eTRUCTURAL NOTSe 4 T A6LEe
<br />
<br />"-
<br />
<br />DE JOB NO. PM - 5021
<br />
<br />eN2
<br />
<br />~
<br />
<br />\....
<br />
|