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E
<br />Zz1 f D SAFETY C LAZ I NC IN HAZARDOUS LOCATION'S
<br />(RE: FBC, 2405.2.1)
<br />2405.1 General. Individual glazed areas including glass mirrors in hazardous locations
<br />such as those indicated in 24052 shall pass. the test. requirements of GPaG Ib--GFR,
<br />Port 1201 or by comparative test shall be proven to produce or ieast 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) shalt comply with AN51 Z47.1.
<br />2. Approved plastic materials used as g€azing in hazardous locations ehall comply with AN51 ZcN.l.
<br />:2405.2 Hazardous Locations
<br />i2-405.2.1 The following shall be considered specific hazardous locations for the purpose
<br />of glazing:
<br />1. 61azin in swinging doors and fixed and gilding panels of sliding
<br />(patio) door assemblies.
<br />2. 6lazin In doors and walls of enclosures for hot tubs, whirlpool5,
<br />sauna &team rooms, bathtubs, showers other svch foNrIties
<br />where such gqlazingq is located 3b in hes 14 mm) or Tess,
<br />measured horizonCally, from a standing or walking Surface within
<br />the encio5ure and where the bottom edgcte of the exposed glazing Is
<br />less than 60 inches (1524 mm), meo5ured-verticalky, above such
<br />standing or walking surface.
<br />3. 61azing to an individual fixed or operable panel adjacent to a door
<br />where the nearest vertical ed 15 within a 24-ln6h (610 mm%
<br />radius of the door in a closed position and whose bottom eaqe 15
<br />less than 60 inches (1524 mm) above the floor or walking sur%ce.
<br />Exception:
<br />I. &lazing in wails perpendicular to the plane of the door in a closed position In Croup R3
<br />or within dwelling units in Group R2 shall be subject to 2405.2.1(4).
<br />4 6lazinq in on individual fixed or operable anel, other than those
<br />[ocatlo"ns described In Items 2 and 3 aboV6, that meets oli of the
<br />fallowing conditions:
<br />4.1 Exposed ar f of on Individual pane greater than G sq. ft.
<br />(0.84.m )
<br />4.2 Bottom edge less than lS Inches (457 mm) above the floor.
<br />443 Top edge greater than 36 inches (414 mm) above the floor.
<br />4.4 One or more walking surfaces within 36 inches (914 mm)
<br />horizontally of the plane of the glazing.
<br />5. All glazing in rolitn95 regardkess of area or height above a walking
<br />surfaces including Structural baluster panels and non structural In-
<br />fili5 panels.
<br />6. 61azing in walls and fences enclosing indoor and outdoor swimming pools and
<br />spas where the bottom exposed edge of the glazing Is: (1) 1e55 than r00 Inches
<br />(1525 mm) above the walking surface on the pool side of the gglazing, and (2)
<br />the glazing is within 60 inches (1525 mm) horizontally of the woter's edge of o
<br />swimming pool or spa. This 5hail apply to single glazing and all panes in
<br />multiple glazing.
<br />COMPONENT >$ GL,ADDINO DE51 N PRE55URE
<br />(120 MPH, 3 5EC. &U5T, 2.1/12 TO 6.11/12 WITCH, EXPO54)RE B, IMPORTANCE FACTOR=1)
<br />TRIBUrAI2Y AREA
<br />ROOF
<br />WALL
<br />CI"TZ)
<br />'F14A
<br />10
<br />-50.1
<br />25A -34: i
<br />20
<br />13.6 -45A
<br />24.1 -32.4
<br />50
<br />I J A
<br />23.2 -2<1.3
<br />100
<br />10.5 -34.7
<br />22.0 -265A
<br />125
<br />105 -343
<br />213 -262
<br />NOTT5: I FOR. EFFEr_TNIE AREAS OR WIND 5PEEo5 BETWEEN TH05E GIVEN ABOVE, THE
<br />LOAD MAY BE INTERPOLATED, OTI-iERN15E U5E THE LOAF A550C1ATE2 NrrH
<br />THE LONER EFFECTIVE AREA.
<br />2 TABLE VALUES SHALL BE AD,iU5TE2 FOR HEIGHT AND EXPo5i1RE BY
<br />MULTIpLYINCy BY ADJUSTMENT GOEFFIGIENT5 IN TABLE 160b.2D OF THE i=LORVA
<br />BUILDING GORE 2001.
<br />3 PLU5 AND MINUS 510N5 51GN1FY PRr-55URE5 ACTING TokARD AND AWAY FROM
<br />THE BUILDING 5URf=AGE5_
<br />. PRECAST 1_._ I NTEL.
<br />SAFE GRAVITY LOAD TABLE
<br />LEN67TH
<br />SAFE LOAD -- POUNDS PER LINEAR FOOT
<br />UNFILLED
<br />FILLED
<br />2'-10" (34") PRECAST
<br />2302
<br />6,861
<br />3'-6" (42") PRECAST
<br />2302
<br />6,039
<br />4'70" (48") PRECAST
<br />2,029
<br />4,657
<br />4--6" (54") PRECAST
<br />1,624
<br />31662
<br />V-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'-0" (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'w-0" (264") PRE STRESSED
<br />N.R.
<br />570
<br />24'-O" (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 #5 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 />E
<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 TIME 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 />NA MIRPANEL
<br />9 gga. PANEL
<br />REINF13RCING
<br />(EVERY OTHER
<br />COURSE)
<br />1/4' , EXPANSION
<br />BOLT(2 PER
<br />ANCHOR)
<br />�. 6' MIN.
<br />LAP SPLICE
<br />W/ REINFORCING
<br />6' MIN PANEL
<br />000000 LAP SPLICE
<br />SEALANT NOTEi
<br />SEE GLASS BLOCK
<br />INSTALLATION NOTES,
<br />GLA65 SLCCK DETAIL
<br />* (110mph FASTEST WIND= 13OMPH, 3 SEC. GUST. FBC TABLE 1606.1.6.1)
<br />RCCE DIAPHRAGM NAILING SCHEDULE
<br />RITIGF I INF
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<br />120 MPH 3 SECON
<br />`-ItIUUL UNL
<br />EXPOSURE "B" WIND ZONE 1120 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 />.120OX3" LONG GUNNAIL @ 4" O.C.
<br />.11302" LONG GUNNAIL @ 3" O.C.
<br />.099OX2 1/4" LONG GUNNAIL 0 3" O.C.
<br />8d COMMON NAILS 0 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 />.120OX3" LONG GUNNAIL @ e O.C.
<br />EDGES & 8" O.C. INTERMEDIATE
<br />A1302" LONG GUNNAIL 0 3" O.C. EDGES
<br />(STAGGERED) & 8" O.C. INTERMEDIATE
<br />NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. .09902 1/4" LONG GUNNAIL @ 3" O.C.
<br />21 END JOINTS tw 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 />❑ IRWIN J. 5EN60N, FE, #4 -156
<br />ALI A55A5 HAKI 'I, FE, (la(,
<br />TO T4-E 5E5T OF Toe ENC-.iNE5R'5 KNO LEDGE AND 5ELiFF, T E
<br />STRUCTUR41L PLANS AND 9PECfl=ICATIGN6 COMPLY WIT4 TWE
<br />FLMDA 15UILDIWS WD)E., SECTION 1606 FoR I20 MPW 3 5ECON2
<br />CiIJST, EXPOSUkE 154 WIND ZONE (2001 EDITION).
<br />THIS DRAUUINra AND DE516;N IS VALID FOR 12 MONTHS AFTER TPE
<br />DATE IT 16 SI6"ED AND SEALED.
<br />SICKED AND SEALED FOR TqE STRUCTURAL POIRTION OF TWIS
<br />DRAWWz ONLY.
<br />SEAL LENNAR HOB
<br />NOTE T IS THE BEGINS. DANSCOACTORS ENGINEER NG P.A.BISITY TO REVIEW ALL RESPONSIBLE FOR THEWINGS STRUCTURA BEFORE
<br />INTEGRIT(CONSTRUCTION
<br />THIS DATE 1/2/02 TAMPA I r 1 N: /BLOCKS/STv �G01
<br />PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS'
<br />SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING P.A. PRIOR TO ��*
<br />+UL
<br />THE COMMENCEMENT OF CONSTRUCTION.
<br />DE JOB IBC,. FIM - 5021 1
<br />
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