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COLLAR TIE IX6 (MIN.) EVER*f
<br />OTHER RAFTER T-0" OR LONGER
<br />r�i �wuv on �ni r-vni-r
<br />2X6 VERTICAL SCAB OR KNEEWALL MiD-POINT
<br />IN RAFTER W/ RAFTER SPAN LENn- TH GREATER
<br />THAN 14 FT OR LONGER.
<br />CONN W/ 4-10d NAILS AT TOP 4 HURRICANE
<br />CLiP 's BOTTOM.
<br />►"�7�flrii�Al�
<br />51MP50N L5TA12
<br />(OR EQUAL)
<br />PLYWOOD SHEATHING
<br />(4) 106 e RIDGE
<br />BOARD END
<br />TRUSSES BELOW SHEATHED PRiOR
<br />TO VALLEY FRAMING INSTALLATION
<br />OR (0'-0ii O.C. TOP CHORD
<br />USP 6T22 OR USP RT22
<br />EA. RAFTER W/ 10-10d NAiLS
<br />(TYF=.)
<br />2Xro CONT. W/SLEEPER, CLIPPED
<br />OR STRAPPED TO TRU55 BELOW
<br />CON\/ vALLEY PRAr*IING DSTAI
<br />ROOF SHEATHING FASTENINCs SCHEDULE abrcdo
<br />Sd common (0.131 x 2-1/2 inches) or Ring -shank (0.135 X 2-1/2 inches)
<br />(Except o-wre Noted) for Exposure B, Enclosed Buildings, Roof Framing Spaced 24 Inches
<br />o.c. or Lose
<br />Roof Fastening Zone
<br />Overhang
<br />Wind
<br />Main
<br />Sheathing -to -Gable
<br />(eaves)
<br />velocity
<br />Roof
<br />End -Wall Framingg
<br />(3-5econd
<br />Panel
<br />1 2
<br />3 2 3
<br />2 3
<br />Gust)
<br />Location
<br />Fastening Schedule (Inches on center)
<br />Supported Panel
<br />ro 6
<br />6
<br />6 6
<br />150 mph f g
<br />and and edges
<br />3h
<br />Panel field
<br />6 4
<br />3
<br />4 3
<br />Supported Panel 6 6 6 6 6
<br />120 mph f•9 and and edges 3
<br />Panel field 12 6 4 6 4
<br />Supported Panel 6 6 6 6
<br />So mph and and edges 6
<br />Panel field 12 12 6 6 6
<br />a. Specific gravity (G) of lumber and panels shall be 0.42 or greater.
<br />b. For Exposure B and a 2-foot overhang.
<br />c. For median roof height 35 feet or less.
<br />d. Gable wall height of 8 rest or less from top floor ceiling to roof peak.
<br />e. Provide adequate uplift hardware at truss -to -wall connections. Such
<br />connections are beyond the scope of this publication.
<br />F. When wind speed Is no mph or greater and when median roof height Is between
<br />25 and 35 feet, use 8d ring shank nails (0.i35 x 2-1/2 inches)within 48 Inches of
<br />gable and walls. (IRC Table R6023, footnote f)
<br />g. When wind speed is too mph or greater, block panel edges perpendicular to
<br />gable -end -wall framing members in the first two bays of framing. Blocking shall be
<br />spaced a maximum of 4 feet oz. (Wood Frame Construction Manual, Section 3bb)
<br />h. loci ring -shank nails (0.148x 3 inches).
<br />I. Blocking not required.
<br />ROOF FASTENING ZONES FOR WIND UPLIFT
<br />Zones 1,2 and 3 shown below Indicate areas of the roof that may have different fastening
<br />requirements.
<br />GABLE END WALL
<br />WALL LINE
<br />3
<br />OVERHANG
<br />3 OvER✓-TANG
<br />3 OVERHANG
<br />WALL LINE
<br />-a-
<br />2
<br />jr. .a..
<br />2 OVERHANG
<br />::
<br />*' :•
<br />OVERMAN
<br />2
<br />OVERMAN
<br />: 3} :(3:}} 2 {'
<br />2 I 2
<br />'
<br />a 2
<br />2..8
<br />0 _.
<br />: o .
<br />Q
<br />Q:
<br />Q
<br />IP
<br />:
<br />GABL ROOF
<br />Q
<br />_
<br />_,
<br />WV.
<br />2
<br />w
<br />2.
<br />1 2 2: I
<br />2
<br />w._
<br />J
<br />2.
<br />1
<br />2 7.. 1 2
<br />W'.
<br />>.
<br />>.
<br />>.
<br />O
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<br />O:
<br />O.
<br />A.
<br />N vv
<br />N
<br />y... a .
<br />.
<br />..
<br />2
<br />2... I 2
<br />2
<br />3.
<br />2
<br />2
<br />:}:3 : {3 F 2 :3
<br />2
<br />:'�a: •
<br />W.
<br />2 OVER HANG
<br />'•OVERMAN':
<br />:' OV<:RMANG •:
<br />3 OVERHANG
<br />WALL LINE
<br />3
<br />OVERHANG
<br />3 OVERHANG
<br />WALL LINE GABLE END
<br />WALL
<br />Distance a-4 ft. in most cases (to% of least bulldin9 width or 0.4 times building height,
<br />whichever Is smaller, but not less than either 4% of least building width or 3 ft.)
<br />ROOF D I APH RAM SAILING SCHEDULE (GAPLES)
<br />SAILING SCHEDULE
<br />AI I NIAiI A Ai?I= r1 ["nMMnN
<br />LEDGER STRIP
<br />i6d
<br />3 m EA. JOIST
<br />SOLE PL. TO JOIST OR BLK'G-FACE NAIL
<br />I6d
<br />i6" O.G.
<br />TOP OR SOLE PL. TO STUD -END NAIL
<br />i6d
<br />2
<br />STUD TO SOLE PL.-TOE NAIL
<br />8d
<br />4
<br />DBL. STUDS -FACE NAIL
<br />I601
<br />24" O.G.
<br />DBL. TOP PLATES -FACE NAIL
<br />i6d
<br />16" O.G.
<br />CONTINUOUS HD'R TWO PLACES
<br />I6d
<br />16" O.G. ALONG EA. EDGE
<br />CONTINUOUS HD'R TO STUD -TOE NAIL
<br />8d
<br />3
<br />IXS SHEATHING OR LESS TO EA. BRN'G-FACE NAIL
<br />ad
<br />2
<br />OVER IX8 SHEATHING TO EA. BRN'G-FACE NAIL
<br />ad
<br />2
<br />BUILT UP CORNER STUDS
<br />I6d
<br />24" O.G.
<br />BUILT UP GIRDERS AND BM'S UP TO TRUSS MEMBERS
<br />20d
<br />32" O.G. V TOP AND BOTT. AND STAGGERED
<br />2 ENDS Q EA. SPLICE
<br />1/2" GYPSUM SHEATHING
<br />i1 GA. 1-1/2" GALV. 1/16" HD.
<br />5/5" GYPSUM SHEATHING
<br />11 GA. 1-3/4" GALV. 1/Iro" HD.
<br />1/2" GYPSUM WALLBOARD
<br />1-3/0" DRYWALL NAIL
<br />5/8" GYPSUM WALLBOARD
<br />1-1/2" DRYWALL NAIL
<br />1" ON CEILING 6" ON WALLS
<br />HARD BD.. LAP SIDING -DIRECT TO STUD
<br />8d CORROSION RESISTANT W/ MIN.
<br />SHANK DIA. OF .099 AND A MiN.
<br />HD, DIA. OF .24"
<br />V' O.G. e TOP AND BOTTOM EDGES
<br />HARD BD.. LAP SIDING OVER SHEATHING
<br />10d CORROSION RESISTANT W/ MIN.
<br />SHANK DIA. OF OV.Y AND A MIN,
<br />HD. DIA. OF .24"
<br />16" O.G. m TOP AND BOTTOM EDGES
<br />HARD BD.. PANEL SIDING DIRECT TO STUDS
<br />8d CORROSION RESISTANT W/ MiN,
<br />SHANK DIA. OF .092" AND A MiN.
<br />HD. DIA. OF .225"
<br />6" O.G. a EDGES AND 12" O.G. a
<br />INTERMEDIATE SUPPORTS
<br />HARD BD.. PANEL SIDING OVER SHEATHING
<br />ad CORROSION RESISTANT W/ MIN.
<br />SHANK DIA. OF .092" AND A MiN.
<br />HD. DIA. OF .225"
<br />6" D.G. 6 EDGES AND 12" O.C. 6
<br />INTERMEDIATE SUPPORTS
<br />a
<br />a
<br />r
<br />TOP LEG BARS
<br />-1/32"RD. PLAIN BAR EACH
<br />LEG UP TO 14'-S" LENGTHS
<br />3/8"RD. REBAR EACH LEG
<br />OVER 14'-8" LENGTHS
<br />1/32" STIRRUPS 4'-0" O.C.
<br />LENGTHS OVER 14'-8"
<br />TIED OR WELDED
<br />'A' BARS (MAIN REINF.)
<br />SEE SCHEDULE
<br />'B' BARS SEE SCHEDULE
<br />PRE CAST CONCRETE
<br />TYPIC4L LINTEL SECTION
<br />S>4FE LOAD TABLE FOR CAST - CRETE
<br />HiGH STRENGTH
<br />PRECAST AND PRESTRESSED IU I LINTELS
<br />SAFE LOAD -POUNDS PER LiNEAR FOOT
<br />LENGTH
<br />UNFILLED
<br />FILLED
<br />a
<br />4'-0" (45") PRECAST
<br />1,515 LBS.
<br />ro 046 LBS.
<br />b
<br />4'-ro" (54") PRECAST
<br />1050 LBS.
<br />4,815 LBS.
<br />c
<br />5'-4" (6 4") PRECAST
<br />11143 LBS.
<br />405 LBS.
<br />d
<br />5'-10" 110") PRECAST
<br />1515 LBS.
<br />3144 LBS.
<br />e
<br />ro'-6" (18") PRECAST
<br />15ro5 LBS.
<br />32&0 LBS.
<br />F
<br />1'-&" (90") PRECAST
<br />i,550 LBS.
<br />20SI LBS.
<br />9'-4" (112") PRECAST
<br />1,025 LBS.
<br />1,141 LBS.
<br />h
<br />10'-6" (126") PRECAST
<br />922 LBS.
<br />1,333 LBS.
<br />ll'-4" (136") PRECAST
<br />&00 LBS.
<br />1,018 LBS.
<br />12'-0" (144") PRECAST
<br />150 LBS.
<br />909 LBS.
<br />k
<br />13'-4" (160") PRECAST
<br />651 LBS.
<br />1341 LBS.
<br />in
<br />14'-0" (168") PRECAST
<br />585 LBS.
<br />909 LBS.
<br />n
<br />14'-8" (116") PRESTRESSED
<br />563 LBS.
<br />1,341 LBS.
<br />0
<br />1 15'-4" (184") PRESTRESSED
<br />510 LBS.
<br />1,210 LBS.
<br />11'-4" (208") PRESTRESSED
<br />381 LBS,
<br />911 LBS.
<br />cl
<br />19'-4" (232") PRESTRESSED
<br />28g LBS.
<br />823 LBS.
<br />REINFORCING SCHEDULE AND LOAD CAPACITIES
<br />LINTEL
<br />BAR
<br />CLEAR
<br />BOTTOM REINFORCMENT BARS
<br />MAX. SAFE LOAD
<br />SAFE LOAD ON
<br />LENGTH
<br />LENGTH
<br />SPAN
<br />'A' MAIN BARS 'B' BARS
<br />LINTEL ONLY
<br />COMPOSITE
<br />r
<br />2'-I0
<br />2 -8
<br />I -ro"
<br />2 - 1/32 NONE
<br />1,000 + #/FT.
<br />3,000 + #/FT.
<br />3'-4"
<br />2'-2"
<br />PLAIN BAR ENDS
<br />t
<br />4'-0"
<br />3'-l0"
<br />2'-8"
<br />HOOKED UP 90D.
<br />u
<br />4'-ro
<br />4'-4"
<br />3'-2"
<br />FOR 2-1/2"
<br />3'-10"
<br />2 - M3RD. NONE
<br />1,000 + #/FT.
<br />2,100 + #/FT.
<br />Lu
<br />z
<br />1'-6"
<br />1'-I"
<br />ro'-3"
<br />2 - #4RD. NONE
<br />800 + #/FT.
<br />2,250 + #/FT.
<br />as
<br />8'-6"
<br />8'-0"
<br />1'-21I
<br />ab
<br />9'-4"
<br />8'-10"
<br />8'-0"
<br />2 - 05RD. NONE
<br />000 + "/FT.
<br />2,000 + #/FT.
<br />a
<br />10'-6"
<br />I0'-0"
<br />9'-2"
<br />ad
<br />II'-4"
<br />I0'-10"
<br />10'-0"
<br />2 - #5RD. 2 - #3RD.
<br />000 #/FT.
<br />2,000 #/FT.
<br />12'-0"10'-8"
<br />100 #/FT.
<br />I BOO #/FT.
<br />13'-4"
<br />12'-10"
<br />12'-0"
<br />650 #/FT.
<br />1,600 #/FT.
<br />Laa
<br />W-0"
<br />13'-6"
<br />12'-8"
<br />600 #/FT.
<br />1,100 #/FT.
<br />ABOVE INFORMATION IS BASED ON CAST-GRETE (FECP CORP.) BRAND LINTELS.
<br />BASED ON TESTS CONDUCTED BY WERTHER F. ROSCH, P.E.
<br />PRECAST LINTELS MAY BE CAST CRETE OR OTHER BUILDING CODE APPROVED
<br />PRECAST MANUFACTURERS.
<br />2S" MIN LAP
<br />IE L
<br />R
<br />2S" MIN- LAP
<br />FOOTING 4 STEM PALL REINFORCEMENT
<br />REBAQ I AP r)ISTANCF
<br />IEL
<br />R
<br />CORNER CONT IN i TY 4 WALL REINFORCEMENT
<br />a
<br />a
<br />r
<br />1/32"RD. PLAIN BAR EACH
<br />1/32" PLAiN STIRRUPS
<br />(POSITIONERS) 4'-0" O.C.
<br />TIED OR WELDED
<br />2 STRANDS, 1/16", "1 WIRE
<br />STRESS RELIEVED 150 K34
<br />PRE -STRESSING CABLE
<br />'A' BARS PER SCHEDULE
<br />PRE STRESSED CONCRETE
<br />PRE -STRESSED
<br />REINFORCING SCHEDULE AND LOAD CAPACITIES
<br />LINTEL
<br />LENGTH
<br />CLEAR
<br />SPAN
<br />'A' BAR MAX. SAFE LOAD
<br />SCHEDULE LINTEL ONLY
<br />SAFE LOAD ON
<br />COMP051TE
<br />ah
<br />14'-8"
<br />13'-4"
<br />NONE 550 "/FT.
<br />1,900 #/FT.
<br />ai
<br />64"
<br />14'-0"
<br />NONE 650 #/FT,
<br />1,810 "/FT.
<br />a j
<br />IT-4"
<br />16'-0"
<br />04RD. BARS 510 "/FT.
<br />ak
<br />I9'-4"
<br />18'-0"
<br />2 - "5RD. BARS 500 "/FT.
<br />1,400 "/FT.
<br />am
<br />21'-4"
<br />26-0"
<br />1 - 15RD. BARS 425 "/FT.
<br />1,400 "/FT.
<br />an
<br />22'-0"
<br />20'-8"
<br />2 - 15RD. BARS 380 #/FT.
<br />1,220 #/FT.
<br />ao
<br />24'-0"
<br />22'4'
<br />2 - 05RD. BARS 320 #/FT.
<br />1,120 #/FT.
<br />(2) 05 BARS IF TRUSS
<br />"GIRDER" IS SUPPORT
<br />BY LINTEL GREATER
<br />THAN V-0"
<br />(2) 05 BARS IF TRUSS
<br />"GIRDER" IS SUPPORT
<br />BY LINTEL
<br />(1) #5 REBAR CONTINUOUS
<br />CONC. KNOCKOUT BLOCK
<br />CELLS AND 'U' LINTEL FILLED W/GONG.
<br />(2500) PSI AT 28 DAYS)
<br />PRE CAST / PRE STRESSED 'U' LINTEL (SEE DETAIL)
<br />*3 STIRRUP BARS AT iro" O.C. FOR SPANS
<br />GREATER THAN 12'-0"
<br />04 BAR ADDED THROUGH 'U' LINTEL TO
<br />SUPPORTS IN SPANS GREATER THAN 12'-0"
<br />SPEC IF 1 CAT 1 ONS
<br />1. BAR STEEL SHALL BE MiN. GRADE 40, DEFORMED EXCEPT
<br />WHERE PLAiN BARS (HOOKED FOR BOND ANCHORAGE) ARE
<br />SPECIFICALLY PERMITTED.
<br />2. CONCRETE IN PRE CAST MEMBERS TO BE MIN, 4000 PSI AT
<br />28 DAYS.
<br />CO'4/POSITE LiNTEL SECTION
<br />(STANDARD FOR TRUSS "GIRDER" LiNTELS)
<br />MAX. UPLIFT = 10,000 lbs.
<br />0„ o PILASTER
<br />MAX.
<br />"All MMN
<br />VERTICAL RE iN�OR'CE1"iENTS
<br />SCHEDULE 1IASONRY
<br />8' PLATE HEIGHT = V -0" O.G.
<br />IO' PLATE HEIGHT = 6'-0" O.G.
<br />12' PLATE HEIGHT = 4'-0" O.G.
<br />"A" 14' PLATE HEIGHT = 2'-0" O.G. MAX. / PILASTERS 10'-0" O.C.
<br />ATEACH COR
<br />NER
<br />BOTH SIDES OF DOORS E WINDOWS OPENINGS
<br />(OVER 5'-0"). BEFORE 4 AFTER SHEARWALL SEGMENTS, 4
<br />(2) BARS A EA. SIDE OF OPENING OVER 12'-0"
<br />2A" MIN I AP
<br />�� vI� -�+ r<Gii�rvl�C�irvCs OHI�
<br />3 4 04 LAP SPLICE
<br />25" MIN. LAP
<br />—#5 REINFORCING BAR
<br />#E LAP SPLICE
<br />MIAI I AG
<br />"� I�GiiVrVrCC..IIVC3 �HK
<br />#6 LAP SPLICE
<br />Anil MIkI I Ac
<br />- I r`GIIVrVI�I.iIIVt.3 pHi�
<br />#i LAP SPLICE
<br />Im11
<br />05 REINFORCING BAR
<br />A.C.1. STD, 'BOO BEND
<br />RE5 4R SPLICING 4 LAP DETAIL
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<br />PROJECT NO.
<br />2 006 - 0S
<br />DWG N0.
<br />S 2S
<br />
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