|
<br />Ii
<br />
<br />,
<br />
<br />ROOF SHEA THING NAIL
<br />INTERIOR 8 d NAILS
<br />: (RINGSHANK) 6" O,C,
<br />,
<br />I
<br />
<br />\
<br />
<br />I
<br />I
<br />", ~
<br />
<br />'- " I
<br />, " ~tC:- ~
<br />, ~~:A ,~! V*\'-'.
<br />I( ~ q~ ,; .
<br />~//
<br />
<br />./
<br />
<br />ME TAL DRIP APPLIED
<br />OVER SHEA THING
<br />
<br />15# ASPHALT FEL T
<br />UNDERLAYMENT
<br />
<br />ROOF SHEATHING NAIL
<br />@ EDGES 8 d NAILS
<br />(RINGSHANK) 4" O,C,
<br />
<br />ME TAL DRIP EDGE @
<br />RAKE APPLIED OVER --
<br />UNDERLAYMENT
<br />
<br />/
<br />/
<br />
<br />/
<br />/
<br />
<br />/
<br />/
<br />
<br />../
<br />
<br />ASPHAL T CEMEN T
<br />
<br />, USE ONLY ENOUGH NAILS TO HOLD
<br />UNDERLA '(MEN T IN PLACE UN T1L SHINGLES
<br />ARE LAID.
<br />
<br />ROOf' UNDERLA YMENT APPLICATION
<br />
<br />i
<br />1, ROOF COVERING SHALL BE APPLIED IN ACCORDANCE WI TH T~~E APPUC~BLE PROVlSIONS
<br />I OF SECTION 1507, FBC, 2001, I
<br />l 2, FOR ROOF SLOPES 2: 12 UP TO 4: 12 UNDERLA YMENT SHALL BE A MINIMUM OF 2
<br />LA YERS APPLIED AS FOLLOWS: I-if
<br />SEE ABOVE. FBC 1507,.3.8.1
<br />3, FOR ROOF SLOPES 4: 12 OR GREA TER, UNDERLA YMEN T SHAlL BE A MINIMUM OF ONE
<br />LAYER OF UNDERLAYMENT FELT APPLIED AS FOLLOWS: STARTING AT THE EAVE
<br />i UNDERLA '(MEN T SHALL BE APPLIED SHINGLE FASHION PARALLEL TO THE EAVE, LAPPED 2" / /' / /
<br />AND FASTENED SUFFICCIENTL Y TO STAY IN PLACE UNTIL SHINGLES Ar~E LAID ~ ~
<br />FBC 1507.3.8,2 ...... /"
<br />4. DRIP EDGE: SHALL BE PROVIDED AT EAVES AND GABLES OF' SHINGLE ROOFS AND
<br />OVERLAPPED A MINIMUM OF 2 INCHES, EAVE DRIP EDGES SHALL EX TEND 1/4" BELOW I _~ 1
<br />SHEA THING AND EXTEND BACK ON THE ROOF 2 INCHES, DRIP EDGE SHALL BE L - V - - - - WI TH FULL
<br />MECHANICALLY FASTENED A MAXIMUM OF 12" ON CENTER, FBC 1507.,3,9.3
<br />
<br />
<br />
<br />METAL DRIP APPLlED~'~__",-: -n -lE-I; -~
<br />OVER SHEA THING --~'r--- /
<br />9" STARTER STRIP OR L START SECOND COURSE
<br />COURSE OF INVERTED SHINGLES WITH FULL STRIP MINUS
<br />START FIRST COURSE 1/2 TAB
<br />WITH FULL STRIP
<br />
<br />15# ASPHALT FEL T
<br />UNDERLAYMENT
<br />
<br />!
<br />
<br />I
<br />
<br />- 1
<br />
<br />METAL DRIP EDGE @
<br />RAKE APPLIED OVER
<br />__( UNDERLA YMEN T
<br />
<br />START THIRD COURSE
<br />S TRIP MINUS
<br />FIRST TAB
<br />
<br />ROOf'ING APPLICATION:
<br />1, ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE 'M TH THE APPLICABLE PROVISIONS OF SECTION 1507 FBC AND THE MANUFACTURES INST ALLA TlON INSTRUCTIONS,
<br />'2. ASPHAL T SHINGLES SHALL BE USED ONLY ON ROOF SLOPES OF 2: 12 OR GREATER FOR ROOF SLOPES FROM 2: 12 UP TO 4: 12 DOUBLE UNDERLA YMENT APPLlCA TlON IS
<br />REQUIRED.
<br />3,UNLESS OTHERWISE NOTED, REOUIRED UNDERLAYMENT SHALL CONFORM WITH ASTM 0 226 TYPE 1, OR ASTM 0 4869, TYPE 1, FBC 1507,3,3
<br />4, SELF ADHERING BITUMEN SHEET SHALL COMPLY WI TH ASTM D 225 OR ASTM D 3462. FBC 1507.3.4
<br />5, ASPHALT SHINGLES SHALL HAVE SELF SEAL STRIPS OR BE INTERLOCKING, AND COMPLY WITH ASTM 0 225 OR ASTM 0 .3462, FBC 1507.3,5
<br />I 6, FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED, STAINLESS STEEL, ALUMINUM, OR COPPER ROOFING NAILS MINIMUM OF 12 GA (O,105INCH, SHANK WITH A
<br />MINIMUM 3/8" DIAMETER HEAD OF A WHERE THE ROOF SHEATHING IS LESS THAN 1/4" THICK, THE NAILS SHALL PENENTRA TE THROUGH THE ROOFING, FBC 1507,,3,6
<br />7. ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WI TH NOT LESS THAN FOUR FASTENERS PER STRIP OR TWO FASTENERS PER .INDIVIDUAL SHINGLE, UNLESS
<br />I' OTHERWISE NOTED ATTACHMENT OF ASPHALT SHINGLES SHALL CONFORM WITH ASTM 0 3161 (MODIFIED TO 110MPH) OR M-DC PA 107-95
<br />LENGTH TO PENETRA TE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4" INTO THE ROOF SHEA THING,
<br />
<br />4~
<br />
<br />4
<br />~ LONGITUDINAL
<br />
<br />3
<br />
<br />4E
<br />
<br />')
<br />L
<br />
<br />4E
<br />LONGITUDINAL
<br />/
<br />
<br />'-
<br />3
<br />y~
<br />
<br />roof
<br />angle
<br />
<br />in terior
<br />/zone
<br />
<br />1
<br />LONGI TUDINAL
<br />
<br />"\
<br />\
<br />\ end
<br />2 vzone
<br />\
<br />\
<br />\
<br />)
<br />1 E I
<br />I
<br />
<br />MAIN WIND FORCE
<br />LOADING DIAGRAM
<br />
<br />.....
<br />
<br />-------
<br />1 E ________
<br />LONGITUDINAL ..../ 20
<br />/
<br />/~--
<br />
<br />20
<br />
<br />range wind direction
<br />
<br />TABLE 1606.2A MAIN WIND FOHCE RESISTING SYSTEM WIND LOADS
<br />FOR A BUILDING WITH MEAN ROOF HEIGHT OF 30 FEET IN EXPOSURE B
<br />
<br />HOI~IZON TAL LOADS
<br />
<br />VER TICAL LOADS (PSF)
<br />
<br />END ZONE
<br />
<br />IN TERIOR ZONE
<br />
<br />END ZONE
<br />
<br />IN TERIOR ZONE
<br />
<br />LOAD
<br />VELOCITY
<br />
<br />LOAD
<br />DIREC TION
<br />
<br />ROOF ANGLE
<br />(DEGREES)
<br />
<br />0-5
<br />
<br />20
<br />
<br />-7,0
<br />
<br />'I " '1
<br />REVISI()N 1
<br />
<br />DATE
<br />04/30/D4
<br />05/01] [4
<br />
<br />r
<br />
<br />.
<br />
<br />
<br />DESIGN CRI TERIA:
<br />WIND DESIGN SPEED..,....,......120 MPH
<br />ALL FRAMING MATERIALS #2 SPRUCE
<br />HEADERS BEAMS AND COLUMNS #2 Syp,
<br />
<br />DESIGN LOADS: LL=20NPSF/DL =15NPSF
<br />ROOF UPLIFT ______ 15#PSF SHINGLES
<br />25#PSF SHINGLES
<br />2ND FLR ______ LL= 1 O#PSF /DL= 40#PSF
<br />
<br />FOUNDA TION DESIGN BASIS: ASSUMED CAPACI TY OF
<br />2000#PSF, CON TRAC TOR TO VERIFY THAT SITE
<br />CONDI T10NS MEET THIS REQUIREMEN T.
<br />
<br />THE STRUCTURAL IN TEGRI TY OF THE COMPLETED
<br />STRUCTURE DEPENDS UPON THE INTERACTION OF
<br />VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUA TE
<br />BRACING, SHORING AND ANY OTHER TEMPORY SJjPPOR TS
<br />AS REQUIRED TO SAF,EL Y COMPLETE WORK,
<br />
<br />CAST -IN-PLACE CONCRETE
<br />DESIGN AND CONSTRUCTION STANDARD--AMERICAN
<br />CONCRETE INSTITUTE, ACI 318-83
<br />
<br />NORMAL WEIGHT REINFORCED CONCRETE SHALL HAVE A
<br />MINIMUM 28 DAY COMPRESSIVE STRENG TH AS FOLLOWS;
<br />
<br />FOUNDATION NOTES:
<br />TO BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL:
<br />1. A PERMANENT SIGN WHICH IDENTIF1ES THE TERMITE TREATMENT PROV1DER AND NEED
<br />FOR RE-INSPECTlON AND TREATMENT CONTRACT RENEWAL FBC 104,2,6
<br />2. CONDENSATE AND ROOf DOWN SPOUTS SHALL DISCHARGE A T LEAST 12" AWAY FROM
<br />BUILDING WALLS. FBC 1503.4.4
<br />3, IRRIGATION/SPRINKLER SYSTEMS, INCLUDING WALL RISERS AND SPRAY HEADS SHALL
<br />NOT BE INS TALLt:D WITHIN 1'-0" OF THE BUILDING SIDE WALLS, FBC 150,3.4.4
<br />4, TO PROVIDE FOR INSPECTION FOR TERMITE INFESTA TlON, BETWEEN WALL COVERING
<br />AND FINAL EARTH, GRADE SHALL NOT BE LESS THAN 6".
<br />EXCEPTION: PAINT OR DECORATIVE CEMENTITIOUS F'INISH LESS THAN 5/8"THICK
<br />ADHERED DIRECTLY TO THE FOUNDATION WALL FBC 1403.1.6
<br />5, INITIAL THEA TMENT SHALL BE DONE AFTER ALL EXCA VA TION AND BACKFILL IS
<br />COMPLE TE. FBC 1816.1,1
<br />6. SOIL DISTURBED AFTER THE INI TlAL TREA TMEN T SHALL BE RE - TREA TED INCLUDING
<br />SPACES BOXED OR FORMED. FBC 1816.1,2
<br />7, BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS ECT,.
<br />SHALL BE MADE OF PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE
<br />OF A SIZE AND DEPTH T/--fA T Vv'lLL ELIMINATE DISTURBANCE OF SOIL AFTER THE INITIAL
<br />TREA TMENT. FBC 1816.1.~
<br />8, A MINIMUM OF A 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST
<br />RAIN FALL DILUTION. IF RAIN FALL OCCURS BEFORE VAPOR RETARDER PLACEMENT,
<br />RE-TREAfMENT IS REQUIRED. FBC 1816.1.4
<br />9. CONCRETE OVER POUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE
<br />REMOVED BEFORE EXTERIOR SOIL TREATMENT. FBC 1816.1.5
<br />10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 1'-0" OF THE STRUCTURE WALLS FBC 1816.1,6
<br />11. AN EXTERIOR CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS
<br />COMPLE TE. BARRIER IS APPLIED, SHALL BE RE - TREA TED, FBC 1816.1.6
<br />12. ALL BUILDINGS ARE REQUIRED fO HAVE PRE-CONSTRUCTION TREATMENT. FBC 1816.1.7
<br />13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A
<br />LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED,
<br />THE CERTlFICA TE OF COMPLIANCE SHALL STA fE "THE BUILDING HAS RECEIVED A COMPLETE
<br />TREA TMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, THE TREATMENT IS IN
<br />ACCORDANCE 'Mn~ THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE
<br />AND CONSUMER SERVICES'. FBC 1816,1.7
<br />14. AFTER WORK IS COMPLETED, LOOSE WOOD AND FILL MUST REMOVED FROM BELOW AND
<br />Vv'lTHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES. TUB TRAP BOXES,
<br />FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIALS. FBC 2303.1.3
<br />15, NO WOOD, VEGETATION, STUMPS. CARDBOARD, TRASH, ECT" SHALL BE BURIED WITHIN
<br />15' -0" OF ANY BUILDING OR PROPOSED BUILDING, FBC 2303,1.4
<br />
<br />NO.
<br />1
<br />2
<br />3
<br />4
<br />5
<br />6
<br />7
<br />8
<br />9
<br />10
<br />1 1
<br />12
<br />'-3
<br />14
<br />15
<br />1 6
<br />17
<br />18
<br />19
<br />20
<br />21
<br />22
<br />
<br />.
<br />
<br />U.
<br />~&
<br />~8
<br />
<br />"
<br />
<br />d~
<br />Zz
<br />~0
<br />~z
<br />~ffi
<br />r..rJ~
<br />Z~
<br />~w
<br />do
<br />Z:2
<br />~~
<br />>-
<br />~o
<br /><~
<br />~6
<br />~ (n
<br /><6
<br />~ <{
<br />
<br />/
<br />
<br />FOOTINGS AND SLAB ON GRADE.......,2500PSI
<br />MASONRY CELL FILL.,....,...................... 2500PSI
<br />ALL OTHER CONCRETE............,....,.....,2500PSI
<br />
<br />REINFORCING STEEL SHALL CONFORM TO AS TM A 185
<br />GRADE 40
<br />WELDED WIRE F ABRle SHALL CONFORM TO ASTM A18S
<br />MINIMUM CONCRE TE COVER FOR REINFORCING SHALL BE
<br />AS FOLLOWS:
<br />
<br />FOO TlNGS,..,..,........ 3"
<br />COLUMNS...............l/2.. FOR #5 AND SMALLER
<br />FOR ALL 0 THER
<br />FLOOR SLAB,........,1 1/2" FROM TOP OF SLAB
<br />
<br />SPLICES IN REINFORCING SHALL BE AS FOLLOWS:
<br />
<br />WELDED WIRE FABRIC......, ..8"
<br />REINFORCING STEEL..... ",ALL BARS LAP MIN, 25"
<br />
<br />GENERAL NOTES:
<br />
<br />1, A FOUNDA nON SURVEY SHALL BE PERFORMED AND A COpy OF THE SURVEY SHALL BE ON THE
<br />SITE FOR THE BUILDING INSPECTORS USE OR ALL PROPERTY MARKERS SHALL BE EXPLOSED AND A
<br />STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS.
<br />2. ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH-INS MUST BE COMPLETE, AND ISPECTED AND
<br />APPROVED BEFORE REQUESTING THE FRAME INSPECTION. FBC 105.6
<br />3, ROOF COVERING TEST DATA CERTIFYING 'MND LOAD COMPLIANCE TO BE SUBMITTED WITH
<br />DRAWINGS.
<br />
<br />WINDOWS AND DOORS WINDOW/DOOR DESIGN LOAD 35#PSF
<br />1. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE REOUIRED TO BE TESTED IN ACCORDANCE WITH
<br />ANSI/AMMA/NWWDA 101/1S2 STANDARD BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE
<br />MANUF AC TURER, PERFORMANCE CHARACTERISTICS AND APPROVAL PRODUCT TESTING EN TI TY.
<br />2, ALL EXTERIOR WINDOWS AND DOORS SHALL BE ANCHORED PER PUBLISHED MANUFACTURERS
<br />RECOMMENDA nONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED,
<br />WINDOWS USING A WINDOW BUCK LESS THAN 1 1/2" THICK EX: 3/4" P. T. SHALL BE ANCHORED I
<br />THROUGH THE JAMB AND IN TO THE SUBSTRA TE (BLOCK) A MIN, OF 1 1/2" 'NHERE THE BUCK IS
<br />1 1/2" OR GREATER THE BUCK MUST BE ATTACHED IN A MANNER THAT TRANSFERS THE LOAD c
<br />DIRECTL Y TO THE STRUCTURE. 'MNDOWS AND DOORS SHALL BE ANCHORED THROUGH THE JAMB IN T
<br />THE BUCK (1 1/2") BUCKS 1 1/2" OR MORE SHALL EXTEND BEYOND THE INTERIOR LIP OF THE WINDOW.
<br />3, MULLIONS AND ADJACEN T DOOR ASSEMBLIES ARE REQUIRED TO BE TES TED OR ENGINEERED TO
<br />TRANSFER 1,5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE,
<br />4, CONTRACTOR TO PROVIDE GARAGE DOOR ANCHOR DETAILS AND COMPLIANCE TEST DATA WITH WIND
<br />LOAD REOUIREMEN TS OF SECTION 1606 OF FBC 2001.
<br />
<br />MAX, HORIZON TAL WALL LOADS(PSF)
<br />
<br />WINDWARD
<br />OVERHANG
<br />
<br />ZONE
<br />
<br />-32.3
<br />-32.3
<br />-7.6
<br />-32.3
<br />-,38.4
<br />-38.4
<br />-9,0
<br />-,38.4
<br />
<br />INTERIOR
<br />ZONE
<br />
<br />-25.,3
<br />
<br />-25.3
<br />
<br />-8,7
<br />
<br />-25,3
<br />
<br />-30,1
<br />
<br />-,30,1
<br />
<br />-10.3
<br />
<br />-30.1
<br />
<br />16,0 -12,2 13,7 -10,1
<br />15.0 -11,3 10,7 -87
<br />17.0 -13.4 12.7 -103
<br />22,0 -18.0 15.6 -13.4
<br />19,0 -14,5 16,2 -12,1
<br />17,0 -13.4 12,7 -10.3
<br />
<br />ROOF
<br />
<br />WALL
<br />
<br />ROOF
<br />
<br />WINDWARD LEEWARD WINDWARD LEEWARD END ZONE
<br />ROOF ROOF ROOF ROOF
<br />
<br />4
<br />
<br />WALL
<br />
<br />-16.0
<br />-16.0
<br />7,2
<br />-19,1
<br />-19,1
<br />8.6
<br />-19,1
<br />-38.4
<br />
<br />-13.1
<br />-16,0
<br />7,2
<br />-16,0
<br />-19,1
<br />-19.1
<br />8.6
<br />-19.1
<br />
<br />-10.1
<br />-12.2
<br />-11.3
<br />-10,1
<br />-12,1
<br />-14,5
<br />-13.4
<br />-12,1
<br />
<br />12,7
<br />17,7
<br />17.2
<br />12,7
<br />15,1
<br />21,1
<br />20.4
<br />15,1
<br />
<br />-5,9
<br />-.3.9
<br />11.8
<br />-5,9
<br />-7,0
<br />-4,6
<br />14.0
<br />-7,0
<br />
<br />-23,1
<br />- 2.3,1
<br />8..3
<br />-23,1
<br />- 27.4
<br />- 27.4
<br />9.9
<br />-27,4
<br />
<br />-10,0
<br />
<br />19,2
<br />26.6
<br />
<br />TRANSVERSE
<br />
<br />110
<br />
<br />LONGI TUDINAL
<br />
<br />.30<an9Ie 45 21,6
<br />all angles 19.2
<br />o - 5 22,8
<br />20 31.6
<br />30<angle 45 25,7
<br />all angles 22,8
<br />
<br />148
<br />-10.0
<br />-11,9
<br />-8.3
<br />17,6
<br />-11.9
<br />
<br />TRANSVERSE
<br />
<br />120
<br />
<br />LONGI TUDINAL
<br />
<br />11
<br />if
<br />I
<br />
<br />1E
<br />
<br />.lE 1
<br />
<br />15,0
<br />
<br />-11.3 10,7
<br />
<br />-8,7
<br />-11,3
<br />
<br />18,0 -15,1 13.1
<br />
<br />BASIC WINO
<br />SPEED
<br />120 MPH 11
<br />SCALE: U..
<br />
<br />
<br />WIND ( ,T ~BY:' NGJ :
<br />IMPOR T ANCE 11 1'.... 1
<br />
<br />FACTOR ~.V J
<br />
<br />1.0 ~\ il,x, ~,TE: 04/29/Q4
<br />
<br />_BUI~~ING ~ Ji[\\, \\O~ ~~OVED BY: N. ~, ;
<br />Lf\ TEGCRY l' . ~\ I
<br />B I -' l~',v, I!
<br />
<br />~=-------:~~ O~ PROJ1~Cfl
<br />I COMPONH<T$l ~ I
<br />~~:g~j~ I N' OT11.P ',~
<br />~ O#P'SF ~ r--'" ~j
<br />
<br />; .
<br />
<br />,
<br />AUT04:DAVID CARR l' OUSE
<br />PLAN NOTES
<br />I
<br />
<br />TAPCON (TITAN SCREWS)
<br />
<br />FBC 2405,2 THE FOLLOWING SHf\LL BE CONSIDERED SPECIFIC HAZARDOUS LOCA T10NS FOR THE
<br />PURPOSES OF GLAZING,
<br />1, GLAZING IN SWINGING DOORS AND FIXED AND SLIDING PANELS OF SLIDING (PA TIO)DOOR
<br />ASSEMBLIES,
<br />2. GLAZING IN DOORS AND WALLS OF ENCLOSURES FOR HOT TUBS, WHIRL POOLS. SAUNAS, STEAM
<br />ROOMS. BATH TUBS, SHOWERS AND OTHER FACILITIES WHERE SUCH GLAZING IS LOCA TED 36
<br />INCHES OR LESS, MEASURED HORIZONTALLY. FROM A STANDING OR WALKING SURFACE WITHIN THE
<br />ENCLOSURE AND v.-'HERE THE BOTTOM EDGE OF THE EXPOSED GLAZING IS LESS THAN 60 INCHES
<br />MEASURED VERTICALLY ABOVE SUCH STANDING OR WALKING SURFACES,
<br />3, GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE
<br />NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A CLOSED POSITION AND
<br />Vv'HOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE.
<br />EXCEPTION GLAZING IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED
<br />POSITION IN GROUP R-3/R-2 SHALL BE SU8JECT TO 2405.2,1(4)
<br />4. GLAZING IN AN INDIVlDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
<br />DESCRIBED IN ITEMS 2 AND 3 ABOVE, THAT MEETS ALL OF THE FOLLO'MNG CONDI nON:
<br />4.1 EXPOSED AREA OF AN INDIV1DUAL FIXED OR OPERABLE PANE GREATER THAN 9 S.F,
<br />4.2 BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.
<br />4.3 TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR,
<br />4.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZON TALL Y OF THE PLANE OF
<br />GLAZING,
<br />5. ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGH T OR AREA ABOVE A WALKING
<br />SURFACE INCLUDING STRUCTURAL BALUSTER PANELS AND NON-STRUCTURAL IN-FILL PANELS,
<br />6. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS AND SPAS
<br />WHERE THE BO nOM EXPOSED EDGE OF THE GLAZING IS (1) LESS THAN 60 INCHES ABOVE THE
<br />WALKING SURFACE ON THE POOL SIDE OF THE GLAZING AND (2) THE GLAZING 15 WITHIN 60
<br />INCHES HORIZONTALLY OF THE WATERS EDGE OF A SWIMMING POOL OR SPA. THIS SHALL APPLY
<br />TO SINGULAR GLAZING AND ALL PANES IN MUL nPLE GLAZING,
<br />SEE FBC 2405.2 FOR PRODUCTS, MA TERtA.LS AND USES THAT AREA EXEMPT FROM THE ABOVE
<br />HAZARDOUS LOCATIONS,
<br />
<br />TENSION LOADS (Ibs)
<br />fc 2000 PSI
<br />380
<br />
<br />SHEAR LOADS (Ibs,)
<br />fc 2000 PSI
<br />320
<br />
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