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CST UC.-TUR, :. L OTES
<br />SAFET'1' O LAZ I NO IN HAZAR OUS LOCATION'S
<br />(ICE: FE3G 2405.2,1)
<br />2405.1 General. tndlvtdval glazed areas including glass mirrors in hazardous locations
<br />svch as those indicated in 24052 shall pass the test requirements of GP50 16-GFR,
<br />Port 1201 or by comparative test shall be proven to prodvice or least equivalent performances.
<br />Exceptions:
<br />I. Polished wire glass installed In fire doors, fire windows and view panels in fire resistant
<br />walls and hazardous locations in 2405.2.1(3) and 2405.2.1(4) shall comply with AN51 ZC17.1.
<br />2. Approved plastic materials used as glazing in hazardous locations shall compiy with AN51 ZcN.I.
<br />2405.2 Hazardous Locations
<br />2405.2.1 The following shah be considered specific hazardous locations for the purpose
<br />of glazing:
<br />1. G€azing in swinging doors and fixed and sliding panels of sliding
<br />(patio) door assemblies.
<br />2. Glazing In doors and wails of enclosures for hot tubs, whirlools,
<br />saunas, steam rooms, bothtvb5, showers other such far -Wares
<br />where such c1lazingg is located 36 inches 6114 mm) or less,
<br />measured horizontally, from a standing or walking surface within
<br />the enclosure and where the bottom edgqe of the exposed glazing Is
<br />less than 60 Inches (1524 mm), measured -vertically, above such
<br />standing or walking surface.
<br />3. Gtozing in on individual fixed or operable panel od"ocent to a door
<br />where the nearest vertical edclo 15 within a 24-In(btO mm
<br />radius of the door in a closed pcur position and whose
<br />hoe bottom ed e 15
<br />less than 60 inches (1524 mm) above the floor or walking surrace..
<br />Exception:
<br />1. &Iozinqq in walls perpendicular to the plane of the door In a closed position In Croup R3
<br />or withiin dwelling units in G oup R2 shall be 5ubJect to 2405.21(4).
<br />4 Glozin In an individual fixed or operablel�anel, other than those
<br />locations described in items 2 and 3 abode, that meets all of the
<br />following conditions:
<br />4.1 Exposed cren 2 of on individual pane greater than c1 sq. ft.
<br />(OY 4.rn )
<br />4.2 Bottom edge leas than 15 inche5 (45-7 mm) above the floor.
<br />4.3 Top edge greater than 36 Inches (414 mm) above the floor.
<br />4.4 One or more walking surfaces within 36 inches (a14 mm)
<br />horizontally of the plane of the glazing.
<br />5. Ail glazing in railings regardless of area or height above a walking
<br />surfaces including structure€ bolv5ter panels and non structural in -
<br />fills panels.
<br />6. Glazing in wali5 and fences enclosing indoor and outdoor swimming pools and
<br />spas where the bottom exposed edge of the glazing 151 (1) less than 60 inches
<br />0525 mm) above the walking surface on the pool side of the gglazing, and (2)
<br />the glazing 15 within 60 inches (1525 mm) horizontally of the water's edge of a
<br />swimming pool or spa. This shall oppiy to single glazing and all panes in
<br />multiple glazing.
<br />GOMFONENT �$ C L,4DP I NO DE51 ON PRESSURE
<br />(120 MPH, 3 5FG. &J5T, 2.1/12 TO 6.ci/12 PITCH, EXPOSURE 5, I"PORTANGE FA0T0R=1)
<br />(P5F)
<br />TRIBUiAi2Y AREA
<br />Root-
<br />WALL
<br />(Fl2)
<br />10
<br />14.a -50.1
<br />25A
<br />20
<br />13.6 -45.4
<br />24.1 -52.4
<br />50
<br />€ I.a-31f.3
<br />23.2
<br />100
<br />fO.5 -34.1
<br />22.0 -26A
<br />€25
<br />10.5 -34.7
<br />213 --262
<br />NOTE5: I FOR EI'FEGTIVE AREA5 OR WIND 5PEE05 BETWfFN TH05E GIVEN ABOVE, THE
<br />LOAD MAY BE INTERPOLATED, OTH)=RWI5E U5E THE LOAD A55001ATED WITH
<br />THE L,3NER EFFEGTiVE AREA.
<br />2 TABLE VALUES 5HALL SE ADJUSTED FOR HEi614T AND EXPOSURE BY
<br />MULTIFLYINe BY ADJUSTMENT GOEFFIGiENTS IN TABLE 160%2D OF THE FLOP-IDA
<br />BUILDING CODE 2001,
<br />3 PLUS AND MINU5 5I&N5 516NiFY PRE;551,11R_E5 ACTING TOWARD AND AWAY FROM
<br />THE BUILDING 5URFA6E5_
<br />PREGAST LINTEL_.
<br />SAFE C-:�)RAV IT'r LOAD TABLE
<br />LENOTH
<br />SAFE LOAD -- FOUNDS FER LINEAR FOOT
<br />UNFILLED
<br />FILLED
<br />2'-10" (347) PRECAST
<br />2302
<br />6,861
<br />3'-6" (42") PRECAST
<br />2302
<br />61039
<br />4'-0" (48") PRECAST
<br />2,029
<br />4,657
<br />4'--6" (54") PRECAST
<br />1,624
<br />3,662
<br />5'-4" (64") PRECAST
<br />1,184
<br />3,241
<br />5'-10"(64") PRECAST
<br />972
<br />2,718
<br />6'-6" (78") PRECAST
<br />937
<br />2,332
<br />7'--6" (90") PRECAST
<br />767
<br />2,040
<br />9'-4" (112") PRECAST
<br />573
<br />1,529
<br />10'-6» 126") PRECAST
<br />456
<br />1,392
<br />11'-4" (136") PRECAST
<br />445 _
<br />1,234
<br />12'-0" (144") PRECAST
<br />414
<br />1,140
<br />13'-4" (160") PRECAST
<br />362
<br />1,073
<br />14'-O" (168") PRECAST
<br />338
<br />1,003
<br />14'-8" (176") PRE STRESSED
<br />N.R.
<br />1,370
<br />15'-4" 184" PRE STRESSED
<br />N.R.
<br />1,203
<br />17'-4" (206") PRE STRESSED
<br />N.R.
<br />950
<br />19'-4" (232") PRE STRESSED
<br />N.R.
<br />750
<br />21'-4" 252" PRE STRESSED
<br />N.R.
<br />610
<br />22'-0" (264") PRE STRESSED
<br />N.R.
<br />570
<br />24'-0" (288") PRE STRESSED
<br />N.R.
<br />470
<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 J5 BAR IN THE LINTEL.
<br />GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FBC
<br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR.
<br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
<br />EXTENDS TO SILL.
<br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />D) SET LOWER 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 FURROWED. ALL MORTAR SHALL BE
<br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL 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 />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN 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 CONTINUOUSLY 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 WITH REINFORCING. INSTALL
<br />REINFORCING AS FOLLOWS:
<br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />* PRESS PANEL REINFORCING INTO PLACE.
<br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />SMOOTH. DO NO FURROW.
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />REMAIN FREE OF MORTAR.
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC 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 WITH MORTAR.)
<br />N=
<br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
<br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />K) 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 />INSTALLATION OF GLASS BLOCK.
<br />ANCHOR
<br />PANEL
<br />9 gga�. PANEL
<br />REINFORCING
<br />(EVERY OTHER
<br />COURSE) -ems
<br />3/4' : EXPANSION
<br />BOLT(2 PER
<br />ANCHOR)
<br />6' MIN.
<br />LAP SPLICE
<br />W/ REINFORCING
<br />jF!7
<br />MIN PANEL
<br />P Si'LICE
<br />NOTEg
<br />SEE GLASS BLOCK
<br />INSTALLATION NOTES.
<br />GLA65 BLOCK ICI:
<br />TAIL
<br />* (110mph FASTEST WIND= 130MPH, 3 SEC. GUST. FBC TABLE 1606.1.6.1)
<br />ROOF DIAPHRAGM NAILING SCHEDULE
<br />RIDCF I INF
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<br />+
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<br />6,-0- (TYP.)
<br />++
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<br />+ + +
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<br />+ ++
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<br />++
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<br />+
<br />++
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<br />+ + + + + +
<br />+ + + + +
<br />+
<br />+I
<br />+ ++ ++ +++ ++ +
<br />+
<br />+ ++ + ++ ++ +
<br />+++
<br />I
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<br />+
<br />+
<br />++++++ +++ + +
<br />+++++ +
<br />+ +
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<br />120 MPH 3.SECCIN[
<br />`RIDGE LINE
<br />,E "B" WIND ZONE I 120 MPH 3 SECOND GUST EXPOSURE V WIND ZONE
<br />8d COMMON NAILS @ 6" O.C. &
<br />+ + 4" O.C. @ GABLE END WALL OR GABLE TRUSS
<br />+ + .131OX2 1/2" LONG GUNNAIL @ 4! O.C.
<br />.12005" LONG GUNNAIL 0 4" O.C.
<br />.113OX2" LONG GUNNAIL @ 3" O.C.
<br />.099OX2 1/4" LONG GUNNAIL @ 3" O.C.
<br />8d COMMON NAILS @ 6" O.C. EDGES &
<br />8d COMMON NAILS 0 12" O.C. INTERMEDIATE ❑--❑
<br />.131OX2 1/2" LONG GUNNAIL @ 4" O.C.
<br />EDGES & 8" O.C. INTERMEDIATE
<br />.12003" LONG GUNNAIL @ 4" O.C.
<br />EDGES & 8" O.C. INTERMEDIATE
<br />.1130X2" LONG GUNNAIL 0 3" O.C. EDGES
<br />(STAGGERED) & $" O.C. INTERMEDIATE
<br />NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. .099OX2 1/4" LONG GUNNAIL @ 3" O.C.
<br />2) END JOINTS fW THE ROOF SHEATHING SHALL EDGES & 6" O.C. INTERMEDIATE
<br />BE STAGGERED AND OCCUR OVER FRAMING MEMBER.
<br />3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN 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 NAILING PATTERN.
<br />NOTE: IT IS THE CONTRACTORS RESPONSIBILITY 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 ATTENTION OF DANSCO ENGINEERING P.A. PRIOR TO
<br />THE COMMENCEMENT OF CONSTRUCTION.
<br />❑ 5A1''°iUr=L A_ GREENBERG, F.E. 4245
<br />❑ T14UY H. HUYNH, P.E. %0122
<br />❑ IRWiN J. 15EN50N, F.E, 04Ti55
<br />❑ ALI A55A5 HAKiM, F.E, SIGs(,
<br />TO TI-IE BEST OF TWE ENCxiNEER'S KNOWLEDGE AND 5EL1EF, TI,-E
<br />STRUCTURAL PLANS AND SPECIFICATIONS CotIPLY WITW TIE
<br />FLORIDA BUILDINCs CODE, SECTION I(oora FOR 120 NPW 3 SECOND
<br />CST, EXPOSURE `B' WiND ZONE (2001 EeDiTION).
<br />THiS DRAWING AND DESIC-sN 15 VALID FOR 12 MONTW5 AFTER TIME
<br />DATE IT 16 SIGNED AND SEALED.
<br />61CIIVED AND SEALED FOR TIE STRUCTURAL PORT ION oF T"16
<br />DRAWING ONLY.
<br />"Lml-ob) AN 6 C C*D I
<br />0 1k1
<br />CREATED 01-02-02 1� SINE I
<br />P-0. I> OX 3400 - APOL.LO S - FLORIDA - 33512
<br />2 MPH P " - (813)1645 01616 FAX - (513)
<br />4�1lfr� ©CIiENT ON THIS PROJECT.THESE DRAWINGS T.ANY REPRODUCTION OR UUNAAUTHOROM USE iSS PRO€; WED. GNS ARE THE JOINT PROPERTY OF DANSCO ENGINEBING, A 2003 rhE
<br />AND
<br />� SEC. �usT
<br />x
<br />DE JOB NO, f=M - 502-7
<br />T T -I :1 i-11-
<br />
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