|
(1) 45 CONT,
<br />NEW TIE $ AM EXISTING TIE BEAM
<br />#5 VEf?T
<br />TIE TC) TD, HOOK
<br />@ TOP A D BOTTOM
<br />DRILL 4ND Ef OXY (1) #5
<br />8' IN D EXIST, BEAM
<br />TIE TO VERT. AND CONT,
<br />DRILL AND EPDXY (2) #5
<br />8' IN TO EXIST, FOOTING
<br />TIE TO VE RT, AND CONT.
<br />(2) #5 CO T,
<br />WNW -- �---- - - - - -- - ----•----------
<br />NEW FOOTING — \ -- �rXISTING FOOTING
<br />NEW FOOTING EXISTING H113USE
<br />, XI STiNG ANn PROPOe ,fit" nlf riON
<br />4 TYP, 6' MAX..
<br />@ CORNERS
<br />24' MAX.
<br />O.C. TYP,
<br />WITH SCREWS
<br />(12' MAX. O,C,
<br />TYP, WITH NAILS
<br />ALL (4) SIDES
<br />CAULK ALONG BACK J
<br />SIDE OF FLANGE
<br />BEFORE FASTENING (TYP,)
<br />TASTE
<br />4' TYP, 6' MAX,
<br />@ CORNERS
<br />NOTES
<br />1. USE #10 X 1' PH. SMS, #10 X It WOOD
<br />SCREWS OR 8d GALVANIZED NAILS,
<br />2. ATTACH WINDOW DIRECTLY TO FRAMING
<br />UNDER SUB- SIDING•
<br />W INC OW
<br />STUCCO
<br />LINTEL SECTIONS
<br />LINE
<br />t
<br />RE�I A E EEIr1CAT1tIi3
<br />10' LAp RC1 TAUSas
<br />�,y( p1l�''SIK.
<br />V NJ CnNT.
<br />FINISHED MASONRY 12PENING WI.
<br />— SE E - AAAtPF:cKcAntiNs
<br />1 LAP
<br />RIMF TRUSSES
<br />KNOCK -O'JT BLK,
<br />W /#3 CGNT,
<br />;. i dill
<br />CALL SIZE WI T • W _
<br />' =
<br />'.
<br />CAULK TYP, fI T I D
<br />A; • `'
<br />is
<br />1/ Si1RRUPS 1 4'.. " O.0
<br />°iCN4TH9 OVER 44 •-B" �TIEO „
<br />P/T .• •.,°
<br />INSIDE F -8 -24
<br />8UCKST • I.R ..••
<br />TAP CAN
<br />.:.:,.,
<br />DRYWALL J
<br />J I N31II-11-WUN* LUINCOU)
<br />WORIZONT14L SEC TI ON
<br />THHRUASIL�IERS _
<br />�.
<br />FINISHED SILL_ C1 H -�n "
<br />BY OTHERS
<br />: 0
<br /><t '"r .JAMB
<br />P/T
<br />BUCKSTRIP
<br />DRYWALL
<br />BUCKSTRIP LI CO
<br />INSIDE •1, I . 1/4 .� CIUTSIDE
<br />•..:. A. 'fit •S.
<br />DRYWALL c7
<br />INSIDE ;?' 'tea F -8 °24 Mr- X1`1
<br />;..:� . OUTSIDE TAP CON �, Z
<br />ri
<br />i11��fMafNr�"i'1YIt Wi�Va9iYI �I' "W���"F'TU11�.T WII�I�aW
<br />SILL W►�
<br />MASONRY MIN, 16'
<br />LINTEL GAP TYP,
<br />LINTEL SECTIONS
<br />— SEE CHART FOR
<br />RE -DAR SPEMCATI*S
<br />2 LAP RDDF TRi3 I
<br />K"X-M ILK,
<br />Y /!t3 CUNT.
<br />t
<br />RE�I A E EEIr1CAT1tIi3
<br />10' LAp RC1 TAUSas
<br />�,y( p1l�''SIK.
<br />V NJ CnNT.
<br />•
<br />— SE E - AAAtPF:cKcAntiNs
<br />1 LAP
<br />RIMF TRUSSES
<br />KNOCK -O'JT BLK,
<br />W /#3 CGNT,
<br />•'
<br />,�
<br />f
<br />7/32 0 Pt AIN BAR EACH
<br />is
<br />1/ Si1RRUPS 1 4'.. " O.0
<br />°iCN4TH9 OVER 44 •-B" �TIEO „
<br />•
<br />i_
<br />7 32" PLAIN JAR STiRt Up6
<br />�" (1spS11SIONER91 0 4' 0 O,C,
<br />OR WEL00)
<br />sEE CH r Eaa L
<br />Alb SIZ
<br />a• O.
<br />t
<br />( 2 YlI g ~0 R on 'A'EL OID)
<br />ST u)r41
<br />CFiAk1FCR
<br />YENf NtI Std
<br />r
<br />&1
<br />'^"► -... -. �_ "p, gAAgg ((MMAIN REINf')
<br />SGHE4VI,f
<br />MIN. 1/16' GAP @ • CAULK ALONG
<br />BUCKSTRIP Jt2INT BOTTOM OF P/T
<br />(FILLER PIECES ❑F -� D /4" P/T BUCKSTRIP BEFORE
<br />BUCKSTRIP MUST BE ° BUCKSTRIP FASTENING TO
<br />24' OR L(7NGER) a1 BLOCK (TYP,)
<br />PRECAST
<br />CAULK Q EACH SILL
<br />JOINT (TYp,) �
<br />FASTEN BUCKSTRIP
<br />CAULK (TYR.
<br />INSIDE ;t•d`r,.�, OUTSIDE
<br />MASON '>Y a i��N I1�lC�
<br />MASONRY LINt111. SCHIBOUl.11
<br />l�I�l.l�'t CCaNN���'iC�N
<br />pi.ANealg SIN(SLO WUNds
<br />i'
<br />P/T
<br />RUCKSTRIP •'„
<br />DRYWALL _
<br />CAULK ALONG BACK
<br />SIDE OF FLANGE
<br />BEFORE FASTENING (TY
<br />4' TYP, 6' MAX.
<br />@ CORNERS
<br />STUCCO
<br />LINE
<br />FINISHE]) MASONRY OPENING WIDTH
<br />CAULK INSIDE CAI►L< INSIDE
<br />CALL SIZE~ WIDTH ; +p j. :•1111
<br />TAP 'Ci7N OUTSIDE a,
<br />F P/T
<br />BIJUSTRIP
<br />INSIDE F -8 -24 - t
<br />TAP CON
<br />L MOVING SIDE FIXED SIDE
<br />,JAMB JAMB
<br />NO FASTENERS D ri C2
<br />THOU SILL r:- T z
<br />H
<br />xH 0
<br />FINISHED SILL BY OTHERS
<br />INSIDE.` OUTSIDE
<br />SILL
<br />SILL MOTAIL
<br />DRYWALL
<br />HEAD
<br />INSIDE
<br />DRY'dALL -.
<br />F -8 -22
<br />TAP CON
<br />N0A0 O0YAiL
<br />n
<br />^E FASTENERS
<br />IAT. ARE PROVIDED
<br />MANUFACTURER
<br />TYPICAL
<br />LINTEL SECTIONS
<br />— SEE CHART FOR
<br />RE -DAR SPEMCATI*S
<br />2 LAP RDDF TRi3 I
<br />K"X-M ILK,
<br />Y /!t3 CUNT.
<br />�"
<br />RE�I A E EEIr1CAT1tIi3
<br />10' LAp RC1 TAUSas
<br />�,y( p1l�''SIK.
<br />V NJ CnNT.
<br />— SE E - AAAtPF:cKcAntiNs
<br />1 LAP
<br />RIMF TRUSSES
<br />KNOCK -O'JT BLK,
<br />W /#3 CGNT,
<br />.
<br />,�
<br />f
<br />7/32 0 Pt AIN BAR EACH
<br />1/ Si1RRUPS 1 4'.. " O.0
<br />°iCN4TH9 OVER 44 •-B" �TIEO „
<br />•
<br />i_
<br />7 32" PLAIN JAR STiRt Up6
<br />�" (1spS11SIONER91 0 4' 0 O,C,
<br />OR WEL00)
<br />sEE CH r Eaa L
<br />Alb SIZ
<br />t
<br />( 2 YlI g ~0 R on 'A'EL OID)
<br />ST u)r41
<br />CFiAk1FCR
<br />YENf NtI Std
<br />r
<br />&1
<br />'^"► -... -. �_ "p, gAAgg ((MMAIN REINf')
<br />SGHE4VI,f
<br />7 .�
<br />iU
<br />�,
<br />�.a.
<br />w'. "-ti- SCtTJ55NaE�1IVE0 " RE
<br />2bO
<br />PRE -CA57 LINTEL
<br />SE AD C Di , G R PER R
<br />¢F ENiy6 SSZ
<br />t s
<br />• ' 9 " BARS SCE SCHEDULE
<br />_
<br />M L L TELSA f
<br />ANA ALLUYAILE LdAAi.
<br />•
<br />N II � I.3fTE'L'S PEA
<br />AND A�AILE OA
<br />�
<br />"
<br />A DARE PER SCHEtULE
<br />PRrCA3T CONCRUE
<br />,NSTALI. LINTELS PEA
<br />AND ALLOWABLE LOADS MENDATICNS
<br />--
<br />REINFORCINO SCHEOVl6 AND LOAD CAPACttIE3
<br />REINFOMINO SCHEDULE; AND LOAD CAPACIttl
<br />i�
<br />I
<br />j1#
<br />FgCfi11V7
<br />6LE nPENiNd
<br />SEE DIM GPENIHG
<br />F=M
<br />RECE DETAIL
<br />5ED LINTEL
<br />DOOR LINTEL INFORMATIb
<br />a9 y���� SC6
<br />PLAM tit LOCATt11N
<br />IV WENIN01 It ON IaTFe SI t
<br />THE GPEid1NG
<br />>F GPEMttG F MUS
<br />OF�THE aPE% ra
<br />SUPPLIED HT CAST CRETE
<br />SEi D[t4R GPENINi1 _
<br />,�
<br />DOOR LINTEL INFORMATION
<br />gg�
<br />�P PL1N Lt1CAYdt1)
<br />S'° ER ES
<br />�
<br />„,
<br />c ! C
<br />r SHE CPENINt�RE�rums
<br />PPL 0 CA Te D As
<br />7MS y0ty, SEC
<br />PLAN ECR LUCA
<br />IF 00Pt7tIN5 E DS
<br />r/ -c vERr, Rts utt
<br />IE UN BDTH SIDE OF
<br />YHTHE: EW E
<br />S G
<br />IF GPN EXCL D!
<br />OF - THE OPENING IBS SIDE
<br />WINDOW LINTEL INFORMATION
<br />� AESCR(P -PRE -CAST CGNCRET! LINTEL
<br />INFO MAi1tlN WA
<br />NDTE, FDLIWING as CRETE
<br />su;=PLIFD IY t T
<br />UN SAFE LOAD PER LINEAL FGGt
<br />DEVAMM
<br />U NIFGRII s" LW PE:R LO&AL FnGt
<br />K DE1Ctz2PtluN
<br />UNt►'nRM SAFfi LQRn t'ER LINER! iEKtt
<br />Q
<br />SczE LCIV t L S zE -TAR
<br />6 tJ4FSLLEO
<br />MARK
<br />DMI s
<br />TEL
<br />-
<br />L f
<br />Owi
<br />2' -i0
<br />-
<br />s,
<br />2b251bs.
<br />L -1
<br />L -8
<br />L -
<br />L -4
<br />-6 '
<br />8' -8'
<br />'-
<br />4' -�0
<br />V -0
<br />V-6
<br />5' -4'
<br />1 -1
<br />x -M
<br />-#
<br />640 am
<br />6408 lbs.
<br />4 1 3 tbs
<br />3144 lbs.
<br />18f8 164,
<br />79 t
<br />1860 bs.
<br />t
<br />fW73 Lbs
<br />10' -9
<br />10
<br />1g
<br />18'�ti'
<br />111-41
<br />1 ' -T!
<br />1.
<br />13'-
<br />4'-
<br />-
<br />t s.
<br />bs
<br />1 ,
<br />6 W s'
<br />l s •
<br />6 s.
<br />1 tbs.
<br />y C=i
<br />C=E
<br />- `
<br />6
<br />4'-
<br />4 b
<br />'
<br />-
<br />-#
<br />-
<br />-
<br />-#S
<br />S4 s.
<br />3744 lbs.
<br />1933 tbs,
<br />1875 tb
<br />1860 lbs.
<br />Ss731b7t,
<br />5'-0
<br />b tbs.
<br />f5 y i6s.
<br />s
<br />8y &W,
<br />4' "e
<br />-10
<br />3 tbs,
<br />by,
<br />L "7
<br />8' -° GARAGE
<br />9' -4'
<br />#
<br />-#
<br />2887 s,
<br />1747 Ebs
<br />1'550 tbs,
<br />3 ibs.
<br />"Ir
<br />L -14
<br />i "
<br />17' 4
<br />�g' "
<br />7 1
<br />s'
<br />i L^ $$
<br />L- 0
<br />-8
<br />6' -6'
<br />7'" '
<br />1 -0
<br />-#
<br />3
<br />T097
<br />1550 tbs
<br />sue`
<br />s,
<br />L -24
<br />-
<br />-
<br />-15'
<br />1333 I s
<br />s
<br />MASONRY LINt111. SCHIBOUl.11
<br />l�I�l.l�'t CCaNN���'iC�N
<br />pi.ANealg SIN(SLO WUNds
<br />i'
<br />P/T
<br />RUCKSTRIP •'„
<br />DRYWALL _
<br />CAULK ALONG BACK
<br />SIDE OF FLANGE
<br />BEFORE FASTENING (TY
<br />4' TYP, 6' MAX.
<br />@ CORNERS
<br />STUCCO
<br />LINE
<br />FINISHE]) MASONRY OPENING WIDTH
<br />CAULK INSIDE CAI►L< INSIDE
<br />CALL SIZE~ WIDTH ; +p j. :•1111
<br />TAP 'Ci7N OUTSIDE a,
<br />F P/T
<br />BIJUSTRIP
<br />INSIDE F -8 -24 - t
<br />TAP CON
<br />L MOVING SIDE FIXED SIDE
<br />,JAMB JAMB
<br />NO FASTENERS D ri C2
<br />THOU SILL r:- T z
<br />H
<br />xH 0
<br />FINISHED SILL BY OTHERS
<br />INSIDE.` OUTSIDE
<br />SILL
<br />SILL MOTAIL
<br />DRYWALL
<br />HEAD
<br />INSIDE
<br />DRY'dALL -.
<br />F -8 -22
<br />TAP CON
<br />N0A0 O0YAiL
<br />n
<br />^E FASTENERS
<br />IAT. ARE PROVIDED
<br />MANUFACTURER
<br />TYPICAL
<br />LINTEL SECTIONS
<br />7/32 a PLAIN DAR EACH
<br />! C UP TO 14' -8" LENGTHS
<br />L
<br />REBi�R EACH !,Q
<br />OVE R- 14 - 8 LENQTN
<br />.
<br />f
<br />7/32 0 Pt AIN BAR EACH
<br />1/ Si1RRUPS 1 4'.. " O.0
<br />°iCN4TH9 OVER 44 •-B" �TIEO „
<br />•
<br />i_
<br />7 32" PLAIN JAR STiRt Up6
<br />�" (1spS11SIONER91 0 4' 0 O,C,
<br />OR WEL00)
<br />( 2 YlI g ~0 R on 'A'EL OID)
<br />'^"► -... -. �_ "p, gAAgg ((MMAIN REINf')
<br />SGHE4VI,f
<br />�,
<br />�.a.
<br />w'. "-ti- SCtTJ55NaE�1IVE0 " RE
<br />2bO
<br />t s
<br />• ' 9 " BARS SCE SCHEDULE
<br />L..... r
<br />1 CABLE
<br />—"
<br />•
<br />�
<br />"
<br />A DARE PER SCHEtULE
<br />PRrCA3T CONCRUE
<br />PRESTRESSED CONCRETE
<br />'
<br />REINFORCINO SCHEOVl6 AND LOAD CAPACttIE3
<br />REINFOMINO SCHEDULE; AND LOAD CAPACIttl
<br />i�
<br />801TOM AEIhtORCINO BARB �rrcoo
<br />�t�N4TN SPAN 'A' MAN BARS '8' BARS LoA� ONLY �fA aSiTE
<br />2• t - , NONE i3ObO t 090 +
<br />J' 2'•2' PLAiN BARS END f / FT. / FT.
<br />r.ta' x -e• Homo U 90
<br />S•. 4• •
<br />ONE 1, + 1 +
<br />Il��jll M�/.f
<br />W-44' . - .
<br />7'.0 �2 2, 14
<br />f f NONE 800 + 2,2b0 +
<br />L t t N 800 + 2160+
<br />Ft.
<br />1 - t lv -o 2. is 0 - i;' k3 v r, 49 ,
<br />fr -0. 11'-2 7 t 1 $Qo //Fr,.
<br />11'••10' 12' +O' b�• //FT b00 1/F t,
<br />H °
<br />c Y
<br />14 is-0 NONE; $so I/ft, 1,1' 0 /fit.
<br />15'••4' 14'-0' NONE 6SO j/tt, 1,a 0 //Xt,
<br />#4 1 BARS 010 A/FT. 1.6 0 km'
<br />10' -.4' 14' -0" 2. JS / BARS 500 r /Ff. 1, 0 I/Ft.
<br />20' -0' 1 Or- e 2. #e 0 O AR$ 423 //Ft. 1,.� //Ft.
<br />22'• -0• 2o' -e" 2, r3 1 OARS aao /ft 1,224 JA T.
<br />14'• -0' 22' -3' 1. S I t1ARS 32{7 Ft - 1j20 Mlir.
<br />I COMPpgrrE LINTEL 850TION
<br />i s_S�! contlxuos
<br />CONUttt qK 'KNOCKOVT' 0005E
<br />crul AND "V' WNTE1, FiLUD w/ CONCRETE
<br />500 f 21 AYS)
<br />+ =SI A000 tStt D
<br />t1AIL) U 'V' w itm rO
<br />GREATEN IMAM 4-D'
<br />s1EC�ncAnoNs
<br />t. IM DTECI $MAU• 1t WIN, GRADS 4 0V(*kIE0 EXWT *44C PLAN
<br />SMS ()4OOKEO rOk 10NO ANCHORAC[) AAE 6DEGIPTCAILY PERjAi"t0,
<br />2. CPNCRt1E PRECAST MEWIERI TO It MIN. +940 PS R 28 DAYS,
<br />i
<br />TH11 INfORlAA'11CN CONTt;LYEG H£REIW I
<br />WAS PRODUCED BY CONTEC SOUTH
<br />CONSULTING ENGINEERS, OLOSMAA, FL.
<br />IMPORTANC01 FACTORS FOR BUILDINGS AND
<br />t31t'1't1Yt'i BTtillOtUl�f:8
<br />Nature of Ooevpanty Im portance Factor 1
<br />All bulklings aid sin wcs except those fisted below 1.0
<br />Buiidlnls and stnlctums where N 9mvpant
<br />load is 300 or mare In any ohe Mm. 1.15
<br />lauildingt and structures 041grtated as essential
<br />fictlidts, inclarlX but not lianited to 1.13
<br />(1) Hospital WW other Iet dkai facilities having
<br />surttry or emusenoy treatmeat areas
<br />(2) Ph or tome and police stations
<br />(3) Primacy aomr>micatian facilities and disaster
<br />operation centers
<br />(4) I ?ow•er fi doas and other udlides requtred in an
<br />tiruergeAcy
<br />ftl4ols And mclures that tegresent a low hazard to
<br />human lit$ in the event of falkuce, such as agricultural 0.81
<br />towl inga, scteen mciosnras, Certain temporary. facilities,
<br />and minor storage facilities
<br />CTS G ACITY
<br />ET i? �x ��
<br />X�I IiG
<br />T4--- —T X r-IT8-r-
<br />T1IT�` � � ``_.._��� � - ,�.I$'_` DT�
<br />U - 15 - 5T - 73 - �F
<br />H 8 0 77 cX - �lc i
<br />---- 5,00 _._.____-
<br />X
<br />MINIMUM 3' MEMBER��
<br />Xa REACTIONS ARE FOR ROOF LOADS ONLY
<br />XXX DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE
<br />ON THE OPPOSITE SIDE OF THE TRUSS, WHICH
<br />COULD FORGE THE PLATE OFF OF THE TRUSS,
<br />THE PLATE OFF OF THE TRUSS,
<br />#5 REINFORCING BAR
<br />#5 STD, 90 DEGREE HCJdK
<br />2' -1
<br />�/k3 OR #4 REINFORCING BAR
<br />43 & #4 LAS' SPLICE
<br />2' -1'
<br />�#3 REINFORCING BAR
<br />#3 LAP SPLICE
<br />2'. -6'
<br />-^ X116 REINFORCING BAR
<br />4. LAP SPLICE
<br />Above Information is based on Cast -- Crete (FECP Corp,) brand lintels.
<br />Based on tests conducted by Werner F. Rosch, P. E,
<br />Precast lintels may be supplied by Cost Crete or other building code approved
<br />E
<br />pwast monufacturem
<br />GARAC� R i 12 FELT IN WIDTH
<br />SHALL HAV •-•J VERT UN EA, $ME
<br />5ofe Load table for Cast -- Crete
<br />High W Strength
<br />Precast & Prestressed U Lintels
<br />SAFE LOAD - POUNDS PER LINEAR FACT
<br />No, LENGTH UNFILLED F
<br />L t 40 48 . Pr 1, 875 Lbs" 8,043 Lbs
<br />L 2 � $_" _. �. 4"� !.��iw 1.850 Lbs 4 815 Lbs
<br />1 74� 3 Lb s 4 Lb s
<br />...L — -=— ..yt.._ F'recQQat
<br />1.. 5 _ ' -- $" 78 " PCe+~ t 1,565 Lbs 3 270 Lbs
<br />L 6 7• 6 �90 precast 1,550 Lbs 2,687 Lbs
<br />L 7 9 4 112 Preca t,CJ25 Lb 1,'141 Lbs
<br />L 8 I 6�' 126 Preca 922 - Lbs - 1,333 Lbs
<br />L 9 11 -» 4 i36 PfeCGSt 8000 Lbs 1 4 83 Lbs
<br />L 1Q 12' �» 0" 44" 2yecast 750 Lbs 1,384 Lbs
<br />L 11 ' 1 .'t. -. 1 0" pre s $51 L bs ,G IS Lbs
<br />L 12 ,, rte. X585bs 1« L 9 Lbs
<br />L 13 14 -- 8 176 Prestressed 56363 Lbs!_ 1 ,341 Lbs
<br />wr
<br />L to 15' �- 4 184' Prestr _5 1,210 Lbs
<br />L t6 1 �- 208" Prestr tressed 3_87 ibs 911 Lbs
<br />289 Lbs 823 Lbs
<br />i
<br />GA MCHOR AND
<br />G
<br />"T . i % T THE 0202
<br />A In hllrricana•prone regicos with V > 100 mph (45 MIS), 1,, shall be 0.7'7. NPH: V= L11AD DESIGN
<br />STUCCO CluTEREA
<br />LINE
<br />OUTSIDE WIND- BORNFS 003AIS PIROTlrCT10N 1 t3CHt?gULR
<br />FOR WOOL] STRUCTURAL PANELS
<br />"09 Z I
<br />Cl z v) t
<br />tj I
<br />r
<br />I
<br />FASTENER FASTENER SPACING (in.)t•a
<br />Panel Span 5 2 ft 2 ft < Panel Span 4 ft < Pranei $pan 6 ft < Pavel Span
<br /><4ft <0 ft <8ft
<br />2 112 46 woad Scrgw 16 16 12 9
<br />2 112 0 Woad Sa'c Wsll 16 15 16 12
<br />17ouble- Headed N s 12 6 4 3
<br />i ST: 1 incbm-15.4 mm I foot =305 mm
<br />Notes:
<br />1. This table is bastd on a maxinTum wind speed of 130 mph (58 mis) and mean roof height of 33 feet (10 m) or less.
<br />2. F�stetlets shall be iastailed at opposing ends of the wood structural panel.
<br />3. Wh&e sorews are attached to masonry or masonry /stucco, they she'll be attached using vibration- tesistant anchors having a minimum withdrawal oApac-
<br />ity of 490Ib (2180 k.N).'
<br />4. Nsrlls shall be lOd cbtnmon or I2d box datable- headed nails.
<br />GARAGE DOM
<br />C /IN� G7 gW 0 3 TO HELT�110 HPH
<br />C
<br />IIatknoon EOpttrieg tfttbs + Its'
<br />Hradptate
<br />Mr 1 � 81�t,.1 2' Dt
<br />s. 8' YA R It 24' t1c,
<br />8 PT WD. JA"
<br />1
<br />Ver'ticat Track Assrrabty
<br />�� � r �
<br />sT� MPH WINO
<br />LOAD CRITERIA,
<br />Jamb �r`Ad(ats
<br />Dt7[J" GMTER TNAN 12 FEET SHALL
<br />HAVIr 2-II3 V t, EA, SIDE CMS
<br />ARC 'TO IBS: FILLET) W/ 2500 PSt
<br />t:wCR�t1+
<br />1 /2 DIA x 6 41/ 1 1/4' BI
<br />ANCHOR M. USE 2' DIA,
<br />BY I/8' WAUER a 24' TIC.
<br />�•�- 2'x 6' PT VOOD JAM8
<br />i
<br />0
<br />W 00
<br /><-..,
<br />0 Fop I
<br />LL <W
<br />mi
<br />to
<br />LU
<br />W
<br />1 2
<br />N
<br />UU
<br />V
<br />W
<br />z
<br />0
<br />38A
<br />SiI.i1:T No.
<br />Q
<br />C��,►�q
<br />• A • SAM scwCeut£ L
<br />L
<br />801TOM AEIhtORCINO BARB �rrcoo
<br />�t�N4TN SPAN 'A' MAN BARS '8' BARS LoA� ONLY �fA aSiTE
<br />2• t - , NONE i3ObO t 090 +
<br />J' 2'•2' PLAiN BARS END f / FT. / FT.
<br />r.ta' x -e• Homo U 90
<br />S•. 4• •
<br />ONE 1, + 1 +
<br />Il��jll M�/.f
<br />W-44' . - .
<br />7'.0 �2 2, 14
<br />f f NONE 800 + 2,2b0 +
<br />L t t N 800 + 2160+
<br />Ft.
<br />1 - t lv -o 2. is 0 - i;' k3 v r, 49 ,
<br />fr -0. 11'-2 7 t 1 $Qo //Fr,.
<br />11'••10' 12' +O' b�• //FT b00 1/F t,
<br />H °
<br />c Y
<br />14 is-0 NONE; $so I/ft, 1,1' 0 /fit.
<br />15'••4' 14'-0' NONE 6SO j/tt, 1,a 0 //Xt,
<br />#4 1 BARS 010 A/FT. 1.6 0 km'
<br />10' -.4' 14' -0" 2. JS / BARS 500 r /Ff. 1, 0 I/Ft.
<br />20' -0' 1 Or- e 2. #e 0 O AR$ 423 //Ft. 1,.� //Ft.
<br />22'• -0• 2o' -e" 2, r3 1 OARS aao /ft 1,224 JA T.
<br />14'• -0' 22' -3' 1. S I t1ARS 32{7 Ft - 1j20 Mlir.
<br />I COMPpgrrE LINTEL 850TION
<br />i s_S�! contlxuos
<br />CONUttt qK 'KNOCKOVT' 0005E
<br />crul AND "V' WNTE1, FiLUD w/ CONCRETE
<br />500 f 21 AYS)
<br />+ =SI A000 tStt D
<br />t1AIL) U 'V' w itm rO
<br />GREATEN IMAM 4-D'
<br />s1EC�ncAnoNs
<br />t. IM DTECI $MAU• 1t WIN, GRADS 4 0V(*kIE0 EXWT *44C PLAN
<br />SMS ()4OOKEO rOk 10NO ANCHORAC[) AAE 6DEGIPTCAILY PERjAi"t0,
<br />2. CPNCRt1E PRECAST MEWIERI TO It MIN. +940 PS R 28 DAYS,
<br />i
<br />TH11 INfORlAA'11CN CONTt;LYEG H£REIW I
<br />WAS PRODUCED BY CONTEC SOUTH
<br />CONSULTING ENGINEERS, OLOSMAA, FL.
<br />IMPORTANC01 FACTORS FOR BUILDINGS AND
<br />t31t'1't1Yt'i BTtillOtUl�f:8
<br />Nature of Ooevpanty Im portance Factor 1
<br />All bulklings aid sin wcs except those fisted below 1.0
<br />Buiidlnls and stnlctums where N 9mvpant
<br />load is 300 or mare In any ohe Mm. 1.15
<br />lauildingt and structures 041grtated as essential
<br />fictlidts, inclarlX but not lianited to 1.13
<br />(1) Hospital WW other Iet dkai facilities having
<br />surttry or emusenoy treatmeat areas
<br />(2) Ph or tome and police stations
<br />(3) Primacy aomr>micatian facilities and disaster
<br />operation centers
<br />(4) I ?ow•er fi doas and other udlides requtred in an
<br />tiruergeAcy
<br />ftl4ols And mclures that tegresent a low hazard to
<br />human lit$ in the event of falkuce, such as agricultural 0.81
<br />towl inga, scteen mciosnras, Certain temporary. facilities,
<br />and minor storage facilities
<br />CTS G ACITY
<br />ET i? �x ��
<br />X�I IiG
<br />T4--- —T X r-IT8-r-
<br />T1IT�` � � ``_.._��� � - ,�.I$'_` DT�
<br />U - 15 - 5T - 73 - �F
<br />H 8 0 77 cX - �lc i
<br />---- 5,00 _._.____-
<br />X
<br />MINIMUM 3' MEMBER��
<br />Xa REACTIONS ARE FOR ROOF LOADS ONLY
<br />XXX DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE
<br />ON THE OPPOSITE SIDE OF THE TRUSS, WHICH
<br />COULD FORGE THE PLATE OFF OF THE TRUSS,
<br />THE PLATE OFF OF THE TRUSS,
<br />#5 REINFORCING BAR
<br />#5 STD, 90 DEGREE HCJdK
<br />2' -1
<br />�/k3 OR #4 REINFORCING BAR
<br />43 & #4 LAS' SPLICE
<br />2' -1'
<br />�#3 REINFORCING BAR
<br />#3 LAP SPLICE
<br />2'. -6'
<br />-^ X116 REINFORCING BAR
<br />4. LAP SPLICE
<br />Above Information is based on Cast -- Crete (FECP Corp,) brand lintels.
<br />Based on tests conducted by Werner F. Rosch, P. E,
<br />Precast lintels may be supplied by Cost Crete or other building code approved
<br />E
<br />pwast monufacturem
<br />GARAC� R i 12 FELT IN WIDTH
<br />SHALL HAV •-•J VERT UN EA, $ME
<br />5ofe Load table for Cast -- Crete
<br />High W Strength
<br />Precast & Prestressed U Lintels
<br />SAFE LOAD - POUNDS PER LINEAR FACT
<br />No, LENGTH UNFILLED F
<br />L t 40 48 . Pr 1, 875 Lbs" 8,043 Lbs
<br />L 2 � $_" _. �. 4"� !.��iw 1.850 Lbs 4 815 Lbs
<br />1 74� 3 Lb s 4 Lb s
<br />...L — -=— ..yt.._ F'recQQat
<br />1.. 5 _ ' -- $" 78 " PCe+~ t 1,565 Lbs 3 270 Lbs
<br />L 6 7• 6 �90 precast 1,550 Lbs 2,687 Lbs
<br />L 7 9 4 112 Preca t,CJ25 Lb 1,'141 Lbs
<br />L 8 I 6�' 126 Preca 922 - Lbs - 1,333 Lbs
<br />L 9 11 -» 4 i36 PfeCGSt 8000 Lbs 1 4 83 Lbs
<br />L 1Q 12' �» 0" 44" 2yecast 750 Lbs 1,384 Lbs
<br />L 11 ' 1 .'t. -. 1 0" pre s $51 L bs ,G IS Lbs
<br />L 12 ,, rte. X585bs 1« L 9 Lbs
<br />L 13 14 -- 8 176 Prestressed 56363 Lbs!_ 1 ,341 Lbs
<br />wr
<br />L to 15' �- 4 184' Prestr _5 1,210 Lbs
<br />L t6 1 �- 208" Prestr tressed 3_87 ibs 911 Lbs
<br />289 Lbs 823 Lbs
<br />i
<br />GA MCHOR AND
<br />G
<br />"T . i % T THE 0202
<br />A In hllrricana•prone regicos with V > 100 mph (45 MIS), 1,, shall be 0.7'7. NPH: V= L11AD DESIGN
<br />STUCCO CluTEREA
<br />LINE
<br />OUTSIDE WIND- BORNFS 003AIS PIROTlrCT10N 1 t3CHt?gULR
<br />FOR WOOL] STRUCTURAL PANELS
<br />"09 Z I
<br />Cl z v) t
<br />tj I
<br />r
<br />I
<br />FASTENER FASTENER SPACING (in.)t•a
<br />Panel Span 5 2 ft 2 ft < Panel Span 4 ft < Pranei $pan 6 ft < Pavel Span
<br /><4ft <0 ft <8ft
<br />2 112 46 woad Scrgw 16 16 12 9
<br />2 112 0 Woad Sa'c Wsll 16 15 16 12
<br />17ouble- Headed N s 12 6 4 3
<br />i ST: 1 incbm-15.4 mm I foot =305 mm
<br />Notes:
<br />1. This table is bastd on a maxinTum wind speed of 130 mph (58 mis) and mean roof height of 33 feet (10 m) or less.
<br />2. F�stetlets shall be iastailed at opposing ends of the wood structural panel.
<br />3. Wh&e sorews are attached to masonry or masonry /stucco, they she'll be attached using vibration- tesistant anchors having a minimum withdrawal oApac-
<br />ity of 490Ib (2180 k.N).'
<br />4. Nsrlls shall be lOd cbtnmon or I2d box datable- headed nails.
<br />GARAGE DOM
<br />C /IN� G7 gW 0 3 TO HELT�110 HPH
<br />C
<br />IIatknoon EOpttrieg tfttbs + Its'
<br />Hradptate
<br />Mr 1 � 81�t,.1 2' Dt
<br />s. 8' YA R It 24' t1c,
<br />8 PT WD. JA"
<br />1
<br />Ver'ticat Track Assrrabty
<br />�� � r �
<br />sT� MPH WINO
<br />LOAD CRITERIA,
<br />Jamb �r`Ad(ats
<br />Dt7[J" GMTER TNAN 12 FEET SHALL
<br />HAVIr 2-II3 V t, EA, SIDE CMS
<br />ARC 'TO IBS: FILLET) W/ 2500 PSt
<br />t:wCR�t1+
<br />1 /2 DIA x 6 41/ 1 1/4' BI
<br />ANCHOR M. USE 2' DIA,
<br />BY I/8' WAUER a 24' TIC.
<br />�•�- 2'x 6' PT VOOD JAM8
<br />i
<br />0
<br />W 00
<br /><-..,
<br />0 Fop I
<br />LL <W
<br />mi
<br />to
<br />LU
<br />W
<br />1 2
<br />N
<br />UU
<br />V
<br />W
<br />z
<br />0
<br />38A
<br />SiI.i1:T No.
<br />Q
<br />• A • SAM scwCeut£ L
<br />L
<br />I COMPpgrrE LINTEL 850TION
<br />i s_S�! contlxuos
<br />CONUttt qK 'KNOCKOVT' 0005E
<br />crul AND "V' WNTE1, FiLUD w/ CONCRETE
<br />500 f 21 AYS)
<br />+ =SI A000 tStt D
<br />t1AIL) U 'V' w itm rO
<br />GREATEN IMAM 4-D'
<br />s1EC�ncAnoNs
<br />t. IM DTECI $MAU• 1t WIN, GRADS 4 0V(*kIE0 EXWT *44C PLAN
<br />SMS ()4OOKEO rOk 10NO ANCHORAC[) AAE 6DEGIPTCAILY PERjAi"t0,
<br />2. CPNCRt1E PRECAST MEWIERI TO It MIN. +940 PS R 28 DAYS,
<br />i
<br />TH11 INfORlAA'11CN CONTt;LYEG H£REIW I
<br />WAS PRODUCED BY CONTEC SOUTH
<br />CONSULTING ENGINEERS, OLOSMAA, FL.
<br />IMPORTANC01 FACTORS FOR BUILDINGS AND
<br />t31t'1't1Yt'i BTtillOtUl�f:8
<br />Nature of Ooevpanty Im portance Factor 1
<br />All bulklings aid sin wcs except those fisted below 1.0
<br />Buiidlnls and stnlctums where N 9mvpant
<br />load is 300 or mare In any ohe Mm. 1.15
<br />lauildingt and structures 041grtated as essential
<br />fictlidts, inclarlX but not lianited to 1.13
<br />(1) Hospital WW other Iet dkai facilities having
<br />surttry or emusenoy treatmeat areas
<br />(2) Ph or tome and police stations
<br />(3) Primacy aomr>micatian facilities and disaster
<br />operation centers
<br />(4) I ?ow•er fi doas and other udlides requtred in an
<br />tiruergeAcy
<br />ftl4ols And mclures that tegresent a low hazard to
<br />human lit$ in the event of falkuce, such as agricultural 0.81
<br />towl inga, scteen mciosnras, Certain temporary. facilities,
<br />and minor storage facilities
<br />CTS G ACITY
<br />ET i? �x ��
<br />X�I IiG
<br />T4--- —T X r-IT8-r-
<br />T1IT�` � � ``_.._��� � - ,�.I$'_` DT�
<br />U - 15 - 5T - 73 - �F
<br />H 8 0 77 cX - �lc i
<br />---- 5,00 _._.____-
<br />X
<br />MINIMUM 3' MEMBER��
<br />Xa REACTIONS ARE FOR ROOF LOADS ONLY
<br />XXX DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE
<br />ON THE OPPOSITE SIDE OF THE TRUSS, WHICH
<br />COULD FORGE THE PLATE OFF OF THE TRUSS,
<br />THE PLATE OFF OF THE TRUSS,
<br />#5 REINFORCING BAR
<br />#5 STD, 90 DEGREE HCJdK
<br />2' -1
<br />�/k3 OR #4 REINFORCING BAR
<br />43 & #4 LAS' SPLICE
<br />2' -1'
<br />�#3 REINFORCING BAR
<br />#3 LAP SPLICE
<br />2'. -6'
<br />-^ X116 REINFORCING BAR
<br />4. LAP SPLICE
<br />Above Information is based on Cast -- Crete (FECP Corp,) brand lintels.
<br />Based on tests conducted by Werner F. Rosch, P. E,
<br />Precast lintels may be supplied by Cost Crete or other building code approved
<br />E
<br />pwast monufacturem
<br />GARAC� R i 12 FELT IN WIDTH
<br />SHALL HAV •-•J VERT UN EA, $ME
<br />5ofe Load table for Cast -- Crete
<br />High W Strength
<br />Precast & Prestressed U Lintels
<br />SAFE LOAD - POUNDS PER LINEAR FACT
<br />No, LENGTH UNFILLED F
<br />L t 40 48 . Pr 1, 875 Lbs" 8,043 Lbs
<br />L 2 � $_" _. �. 4"� !.��iw 1.850 Lbs 4 815 Lbs
<br />1 74� 3 Lb s 4 Lb s
<br />...L — -=— ..yt.._ F'recQQat
<br />1.. 5 _ ' -- $" 78 " PCe+~ t 1,565 Lbs 3 270 Lbs
<br />L 6 7• 6 �90 precast 1,550 Lbs 2,687 Lbs
<br />L 7 9 4 112 Preca t,CJ25 Lb 1,'141 Lbs
<br />L 8 I 6�' 126 Preca 922 - Lbs - 1,333 Lbs
<br />L 9 11 -» 4 i36 PfeCGSt 8000 Lbs 1 4 83 Lbs
<br />L 1Q 12' �» 0" 44" 2yecast 750 Lbs 1,384 Lbs
<br />L 11 ' 1 .'t. -. 1 0" pre s $51 L bs ,G IS Lbs
<br />L 12 ,, rte. X585bs 1« L 9 Lbs
<br />L 13 14 -- 8 176 Prestressed 56363 Lbs!_ 1 ,341 Lbs
<br />wr
<br />L to 15' �- 4 184' Prestr _5 1,210 Lbs
<br />L t6 1 �- 208" Prestr tressed 3_87 ibs 911 Lbs
<br />289 Lbs 823 Lbs
<br />i
<br />GA MCHOR AND
<br />G
<br />"T . i % T THE 0202
<br />A In hllrricana•prone regicos with V > 100 mph (45 MIS), 1,, shall be 0.7'7. NPH: V= L11AD DESIGN
<br />STUCCO CluTEREA
<br />LINE
<br />OUTSIDE WIND- BORNFS 003AIS PIROTlrCT10N 1 t3CHt?gULR
<br />FOR WOOL] STRUCTURAL PANELS
<br />"09 Z I
<br />Cl z v) t
<br />tj I
<br />r
<br />I
<br />FASTENER FASTENER SPACING (in.)t•a
<br />Panel Span 5 2 ft 2 ft < Panel Span 4 ft < Pranei $pan 6 ft < Pavel Span
<br /><4ft <0 ft <8ft
<br />2 112 46 woad Scrgw 16 16 12 9
<br />2 112 0 Woad Sa'c Wsll 16 15 16 12
<br />17ouble- Headed N s 12 6 4 3
<br />i ST: 1 incbm-15.4 mm I foot =305 mm
<br />Notes:
<br />1. This table is bastd on a maxinTum wind speed of 130 mph (58 mis) and mean roof height of 33 feet (10 m) or less.
<br />2. F�stetlets shall be iastailed at opposing ends of the wood structural panel.
<br />3. Wh&e sorews are attached to masonry or masonry /stucco, they she'll be attached using vibration- tesistant anchors having a minimum withdrawal oApac-
<br />ity of 490Ib (2180 k.N).'
<br />4. Nsrlls shall be lOd cbtnmon or I2d box datable- headed nails.
<br />GARAGE DOM
<br />C /IN� G7 gW 0 3 TO HELT�110 HPH
<br />C
<br />IIatknoon EOpttrieg tfttbs + Its'
<br />Hradptate
<br />Mr 1 � 81�t,.1 2' Dt
<br />s. 8' YA R It 24' t1c,
<br />8 PT WD. JA"
<br />1
<br />Ver'ticat Track Assrrabty
<br />�� � r �
<br />sT� MPH WINO
<br />LOAD CRITERIA,
<br />Jamb �r`Ad(ats
<br />Dt7[J" GMTER TNAN 12 FEET SHALL
<br />HAVIr 2-II3 V t, EA, SIDE CMS
<br />ARC 'TO IBS: FILLET) W/ 2500 PSt
<br />t:wCR�t1+
<br />1 /2 DIA x 6 41/ 1 1/4' BI
<br />ANCHOR M. USE 2' DIA,
<br />BY I/8' WAUER a 24' TIC.
<br />�•�- 2'x 6' PT VOOD JAM8
<br />i
<br />0
<br />W 00
<br /><-..,
<br />0 Fop I
<br />LL <W
<br />mi
<br />to
<br />LU
<br />W
<br />1 2
<br />N
<br />UU
<br />V
<br />W
<br />z
<br />0
<br />38A
<br />SiI.i1:T No.
<br />Q
<br />CTS G ACITY
<br />ET i? �x ��
<br />X�I IiG
<br />T4--- —T X r-IT8-r-
<br />T1IT�` � � ``_.._��� � - ,�.I$'_` DT�
<br />U - 15 - 5T - 73 - �F
<br />H 8 0 77 cX - �lc i
<br />---- 5,00 _._.____-
<br />X
<br />MINIMUM 3' MEMBER��
<br />Xa REACTIONS ARE FOR ROOF LOADS ONLY
<br />XXX DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE
<br />ON THE OPPOSITE SIDE OF THE TRUSS, WHICH
<br />COULD FORGE THE PLATE OFF OF THE TRUSS,
<br />THE PLATE OFF OF THE TRUSS,
<br />#5 REINFORCING BAR
<br />#5 STD, 90 DEGREE HCJdK
<br />2' -1
<br />�/k3 OR #4 REINFORCING BAR
<br />43 & #4 LAS' SPLICE
<br />2' -1'
<br />�#3 REINFORCING BAR
<br />#3 LAP SPLICE
<br />2'. -6'
<br />-^ X116 REINFORCING BAR
<br />4. LAP SPLICE
<br />Above Information is based on Cast -- Crete (FECP Corp,) brand lintels.
<br />Based on tests conducted by Werner F. Rosch, P. E,
<br />Precast lintels may be supplied by Cost Crete or other building code approved
<br />E
<br />pwast monufacturem
<br />GARAC� R i 12 FELT IN WIDTH
<br />SHALL HAV •-•J VERT UN EA, $ME
<br />5ofe Load table for Cast -- Crete
<br />High W Strength
<br />Precast & Prestressed U Lintels
<br />SAFE LOAD - POUNDS PER LINEAR FACT
<br />No, LENGTH UNFILLED F
<br />L t 40 48 . Pr 1, 875 Lbs" 8,043 Lbs
<br />L 2 � $_" _. �. 4"� !.��iw 1.850 Lbs 4 815 Lbs
<br />1 74� 3 Lb s 4 Lb s
<br />...L — -=— ..yt.._ F'recQQat
<br />1.. 5 _ ' -- $" 78 " PCe+~ t 1,565 Lbs 3 270 Lbs
<br />L 6 7• 6 �90 precast 1,550 Lbs 2,687 Lbs
<br />L 7 9 4 112 Preca t,CJ25 Lb 1,'141 Lbs
<br />L 8 I 6�' 126 Preca 922 - Lbs - 1,333 Lbs
<br />L 9 11 -» 4 i36 PfeCGSt 8000 Lbs 1 4 83 Lbs
<br />L 1Q 12' �» 0" 44" 2yecast 750 Lbs 1,384 Lbs
<br />L 11 ' 1 .'t. -. 1 0" pre s $51 L bs ,G IS Lbs
<br />L 12 ,, rte. X585bs 1« L 9 Lbs
<br />L 13 14 -- 8 176 Prestressed 56363 Lbs!_ 1 ,341 Lbs
<br />wr
<br />L to 15' �- 4 184' Prestr _5 1,210 Lbs
<br />L t6 1 �- 208" Prestr tressed 3_87 ibs 911 Lbs
<br />289 Lbs 823 Lbs
<br />i
<br />GA MCHOR AND
<br />G
<br />"T . i % T THE 0202
<br />A In hllrricana•prone regicos with V > 100 mph (45 MIS), 1,, shall be 0.7'7. NPH: V= L11AD DESIGN
<br />STUCCO CluTEREA
<br />LINE
<br />OUTSIDE WIND- BORNFS 003AIS PIROTlrCT10N 1 t3CHt?gULR
<br />FOR WOOL] STRUCTURAL PANELS
<br />"09 Z I
<br />Cl z v) t
<br />tj I
<br />r
<br />I
<br />FASTENER FASTENER SPACING (in.)t•a
<br />Panel Span 5 2 ft 2 ft < Panel Span 4 ft < Pranei $pan 6 ft < Pavel Span
<br /><4ft <0 ft <8ft
<br />2 112 46 woad Scrgw 16 16 12 9
<br />2 112 0 Woad Sa'c Wsll 16 15 16 12
<br />17ouble- Headed N s 12 6 4 3
<br />i ST: 1 incbm-15.4 mm I foot =305 mm
<br />Notes:
<br />1. This table is bastd on a maxinTum wind speed of 130 mph (58 mis) and mean roof height of 33 feet (10 m) or less.
<br />2. F�stetlets shall be iastailed at opposing ends of the wood structural panel.
<br />3. Wh&e sorews are attached to masonry or masonry /stucco, they she'll be attached using vibration- tesistant anchors having a minimum withdrawal oApac-
<br />ity of 490Ib (2180 k.N).'
<br />4. Nsrlls shall be lOd cbtnmon or I2d box datable- headed nails.
<br />GARAGE DOM
<br />C /IN� G7 gW 0 3 TO HELT�110 HPH
<br />C
<br />IIatknoon EOpttrieg tfttbs + Its'
<br />Hradptate
<br />Mr 1 � 81�t,.1 2' Dt
<br />s. 8' YA R It 24' t1c,
<br />8 PT WD. JA"
<br />1
<br />Ver'ticat Track Assrrabty
<br />�� � r �
<br />sT� MPH WINO
<br />LOAD CRITERIA,
<br />Jamb �r`Ad(ats
<br />Dt7[J" GMTER TNAN 12 FEET SHALL
<br />HAVIr 2-II3 V t, EA, SIDE CMS
<br />ARC 'TO IBS: FILLET) W/ 2500 PSt
<br />t:wCR�t1+
<br />1 /2 DIA x 6 41/ 1 1/4' BI
<br />ANCHOR M. USE 2' DIA,
<br />BY I/8' WAUER a 24' TIC.
<br />�•�- 2'x 6' PT VOOD JAM8
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<br />SiI.i1:T No.
<br />Q
<br />#5 REINFORCING BAR
<br />#5 STD, 90 DEGREE HCJdK
<br />2' -1
<br />�/k3 OR #4 REINFORCING BAR
<br />43 & #4 LAS' SPLICE
<br />2' -1'
<br />�#3 REINFORCING BAR
<br />#3 LAP SPLICE
<br />2'. -6'
<br />-^ X116 REINFORCING BAR
<br />4. LAP SPLICE
<br />Above Information is based on Cast -- Crete (FECP Corp,) brand lintels.
<br />Based on tests conducted by Werner F. Rosch, P. E,
<br />Precast lintels may be supplied by Cost Crete or other building code approved
<br />E
<br />pwast monufacturem
<br />GARAC� R i 12 FELT IN WIDTH
<br />SHALL HAV •-•J VERT UN EA, $ME
<br />5ofe Load table for Cast -- Crete
<br />High W Strength
<br />Precast & Prestressed U Lintels
<br />SAFE LOAD - POUNDS PER LINEAR FACT
<br />No, LENGTH UNFILLED F
<br />L t 40 48 . Pr 1, 875 Lbs" 8,043 Lbs
<br />L 2 � $_" _. �. 4"� !.��iw 1.850 Lbs 4 815 Lbs
<br />1 74� 3 Lb s 4 Lb s
<br />...L — -=— ..yt.._ F'recQQat
<br />1.. 5 _ ' -- $" 78 " PCe+~ t 1,565 Lbs 3 270 Lbs
<br />L 6 7• 6 �90 precast 1,550 Lbs 2,687 Lbs
<br />L 7 9 4 112 Preca t,CJ25 Lb 1,'141 Lbs
<br />L 8 I 6�' 126 Preca 922 - Lbs - 1,333 Lbs
<br />L 9 11 -» 4 i36 PfeCGSt 8000 Lbs 1 4 83 Lbs
<br />L 1Q 12' �» 0" 44" 2yecast 750 Lbs 1,384 Lbs
<br />L 11 ' 1 .'t. -. 1 0" pre s $51 L bs ,G IS Lbs
<br />L 12 ,, rte. X585bs 1« L 9 Lbs
<br />L 13 14 -- 8 176 Prestressed 56363 Lbs!_ 1 ,341 Lbs
<br />wr
<br />L to 15' �- 4 184' Prestr _5 1,210 Lbs
<br />L t6 1 �- 208" Prestr tressed 3_87 ibs 911 Lbs
<br />289 Lbs 823 Lbs
<br />i
<br />GA MCHOR AND
<br />G
<br />"T . i % T THE 0202
<br />A In hllrricana•prone regicos with V > 100 mph (45 MIS), 1,, shall be 0.7'7. NPH: V= L11AD DESIGN
<br />STUCCO CluTEREA
<br />LINE
<br />OUTSIDE WIND- BORNFS 003AIS PIROTlrCT10N 1 t3CHt?gULR
<br />FOR WOOL] STRUCTURAL PANELS
<br />"09 Z I
<br />Cl z v) t
<br />tj I
<br />r
<br />I
<br />FASTENER FASTENER SPACING (in.)t•a
<br />Panel Span 5 2 ft 2 ft < Panel Span 4 ft < Pranei $pan 6 ft < Pavel Span
<br /><4ft <0 ft <8ft
<br />2 112 46 woad Scrgw 16 16 12 9
<br />2 112 0 Woad Sa'c Wsll 16 15 16 12
<br />17ouble- Headed N s 12 6 4 3
<br />i ST: 1 incbm-15.4 mm I foot =305 mm
<br />Notes:
<br />1. This table is bastd on a maxinTum wind speed of 130 mph (58 mis) and mean roof height of 33 feet (10 m) or less.
<br />2. F�stetlets shall be iastailed at opposing ends of the wood structural panel.
<br />3. Wh&e sorews are attached to masonry or masonry /stucco, they she'll be attached using vibration- tesistant anchors having a minimum withdrawal oApac-
<br />ity of 490Ib (2180 k.N).'
<br />4. Nsrlls shall be lOd cbtnmon or I2d box datable- headed nails.
<br />GARAGE DOM
<br />C /IN� G7 gW 0 3 TO HELT�110 HPH
<br />C
<br />IIatknoon EOpttrieg tfttbs + Its'
<br />Hradptate
<br />Mr 1 � 81�t,.1 2' Dt
<br />s. 8' YA R It 24' t1c,
<br />8 PT WD. JA"
<br />1
<br />Ver'ticat Track Assrrabty
<br />�� � r �
<br />sT� MPH WINO
<br />LOAD CRITERIA,
<br />Jamb �r`Ad(ats
<br />Dt7[J" GMTER TNAN 12 FEET SHALL
<br />HAVIr 2-II3 V t, EA, SIDE CMS
<br />ARC 'TO IBS: FILLET) W/ 2500 PSt
<br />t:wCR�t1+
<br />1 /2 DIA x 6 41/ 1 1/4' BI
<br />ANCHOR M. USE 2' DIA,
<br />BY I/8' WAUER a 24' TIC.
<br />�•�- 2'x 6' PT VOOD JAM8
<br />i
<br />0
<br />W 00
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<br />0 Fop I
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<br />SiI.i1:T No.
<br />Q
<br />i
<br />GA MCHOR AND
<br />G
<br />"T . i % T THE 0202
<br />A In hllrricana•prone regicos with V > 100 mph (45 MIS), 1,, shall be 0.7'7. NPH: V= L11AD DESIGN
<br />STUCCO CluTEREA
<br />LINE
<br />OUTSIDE WIND- BORNFS 003AIS PIROTlrCT10N 1 t3CHt?gULR
<br />FOR WOOL] STRUCTURAL PANELS
<br />"09 Z I
<br />Cl z v) t
<br />tj I
<br />r
<br />I
<br />FASTENER FASTENER SPACING (in.)t•a
<br />Panel Span 5 2 ft 2 ft < Panel Span 4 ft < Pranei $pan 6 ft < Pavel Span
<br /><4ft <0 ft <8ft
<br />2 112 46 woad Scrgw 16 16 12 9
<br />2 112 0 Woad Sa'c Wsll 16 15 16 12
<br />17ouble- Headed N s 12 6 4 3
<br />i ST: 1 incbm-15.4 mm I foot =305 mm
<br />Notes:
<br />1. This table is bastd on a maxinTum wind speed of 130 mph (58 mis) and mean roof height of 33 feet (10 m) or less.
<br />2. F�stetlets shall be iastailed at opposing ends of the wood structural panel.
<br />3. Wh&e sorews are attached to masonry or masonry /stucco, they she'll be attached using vibration- tesistant anchors having a minimum withdrawal oApac-
<br />ity of 490Ib (2180 k.N).'
<br />4. Nsrlls shall be lOd cbtnmon or I2d box datable- headed nails.
<br />GARAGE DOM
<br />C /IN� G7 gW 0 3 TO HELT�110 HPH
<br />C
<br />IIatknoon EOpttrieg tfttbs + Its'
<br />Hradptate
<br />Mr 1 � 81�t,.1 2' Dt
<br />s. 8' YA R It 24' t1c,
<br />8 PT WD. JA"
<br />1
<br />Ver'ticat Track Assrrabty
<br />�� � r �
<br />sT� MPH WINO
<br />LOAD CRITERIA,
<br />Jamb �r`Ad(ats
<br />Dt7[J" GMTER TNAN 12 FEET SHALL
<br />HAVIr 2-II3 V t, EA, SIDE CMS
<br />ARC 'TO IBS: FILLET) W/ 2500 PSt
<br />t:wCR�t1+
<br />1 /2 DIA x 6 41/ 1 1/4' BI
<br />ANCHOR M. USE 2' DIA,
<br />BY I/8' WAUER a 24' TIC.
<br />�•�- 2'x 6' PT VOOD JAM8
<br />i
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<br />SiI.i1:T No.
<br />Q
<br />i ST: 1 incbm-15.4 mm I foot =305 mm
<br />Notes:
<br />1. This table is bastd on a maxinTum wind speed of 130 mph (58 mis) and mean roof height of 33 feet (10 m) or less.
<br />2. F�stetlets shall be iastailed at opposing ends of the wood structural panel.
<br />3. Wh&e sorews are attached to masonry or masonry /stucco, they she'll be attached using vibration- tesistant anchors having a minimum withdrawal oApac-
<br />ity of 490Ib (2180 k.N).'
<br />4. Nsrlls shall be lOd cbtnmon or I2d box datable- headed nails.
<br />GARAGE DOM
<br />C /IN� G7 gW 0 3 TO HELT�110 HPH
<br />C
<br />IIatknoon EOpttrieg tfttbs + Its'
<br />Hradptate
<br />Mr 1 � 81�t,.1 2' Dt
<br />s. 8' YA R It 24' t1c,
<br />8 PT WD. JA"
<br />1
<br />Ver'ticat Track Assrrabty
<br />�� � r �
<br />sT� MPH WINO
<br />LOAD CRITERIA,
<br />Jamb �r`Ad(ats
<br />Dt7[J" GMTER TNAN 12 FEET SHALL
<br />HAVIr 2-II3 V t, EA, SIDE CMS
<br />ARC 'TO IBS: FILLET) W/ 2500 PSt
<br />t:wCR�t1+
<br />1 /2 DIA x 6 41/ 1 1/4' BI
<br />ANCHOR M. USE 2' DIA,
<br />BY I/8' WAUER a 24' TIC.
<br />�•�- 2'x 6' PT VOOD JAM8
<br />i
<br />0
<br />W 00
<br /><-..,
<br />0 Fop I
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<br />38A
<br />SiI.i1:T No.
<br />Q
<br />UU
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<br />38A
<br />SiI.i1:T No.
<br />Q
<br />
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