HomeMy WebLinkAbout1035.95.12=n i
g neered INSTALLATION
Mood
Droducts GUIDE
SJ -15 SJ -25 SJ -35
LvL
'�' '�' 'x• Flange
SB
Web
4•-Ob
Willamette Industries, Inc.
1 East Saginaw Road, Saginaw, OR 97472 • Phone: 1- 800 - 942,9927
T1Q1 t VAI tic
DO NOT CUT HOLES
LARGER THAN 20 IN
i'ANT11 FVFR
SPAN owl
PLEASE READ ALL INSTRUCTIONS AND NOTES
BEFORE DRILLING HOLES AND ONLY CUT IN
WEB AREA AS SPECIFIED.
INSTRUCTIONS:
0" N LENT WARM AND READ ACROSS TO
D HOLE SIZE 10 DE70h" COLLAW TD USL
Dart SPAN N 101t'R TABLE AND AT OOIiRIN
80% READ DISTANCE FROM CEMTERIJWE OF
D CENTUMM OF NOLE.
SP NTEIMOLATED.
EXAMPLE:
WHIN a HOLE AND 2WY SPAN.
S TILE SDECT COLUMN C -2.
W AND COLLIN C -2. N THE LOOM TARE.
: OF HOLE MUST B: X-C" FROM CENTER OF
JOIST
DEAD LOAD • 10
LAR
HOLE DIAMETER
QN.'
12 M.dWVIN
DEPTH
C -1
C -2
C -3-
C -4
C -5
C -6
9 1/2•
-
3
4
5
5
6
11 7/8•
-
4
5
6
7
8
14•
3
4
6
7
8
10
160
1 3
1 5
6
a
10
11
SPAN
MIN.
DtST. FROM
SUPPORT
FT. -IN.
10
1--3
1 -6
2 -0
2 -6
3-0
3-6
12
1 -3
1 -9
:2 -6
3-0
3-6
4 -3
14
1-6
2 -0
2 -9
3-6
4-3
5 -0
16
1-6
2 -6
3 -3
4-0
4 -9
5-6
18
1 -9
2 -9
3-6
4-6
5-6
6 -3
20
2 -0
3-0
4-0
5--0
6:-0
7-0
22
2 -3
3-3
4-6
5-6
6 -6
7-9
24
2 -6
3-8
4-9
6 -0
7 -3
8-6
26
2 -6
4-0
5-3
6 -6
7 -9
9 -0
28
2 -9
4-3
5-6
7 -0
6-6
9 -9
30
3-0
4 -6
6 -0
7 -6
9 -o
10-6
NOTES
1• 00 NOT OUT OR DAMAGE FLA NOM
2 V 0- MORE MAN ONE MA IS DESMMD. THE CLEAR
DISTANCE ETNEEN MOLES MUST EQUAL OR EXCEED T,MCE
ASE ONA KIER HIP THE LAMAS, HOLE, OR TW10E TIE
LONOW SLOE OF A YA=AkV" MOLL
3. VOWT AS NOW N i AM 2 AWOL A r NOLL MAT 11E
CUT AW11"4 M
4- THE LOMST Sw7E OF A RECTAIMM" HOLE 9"U. NOT
DoZ D "u- i0URING Or 1NE ALL.OMBLA ROUND NOLL
OIANt'IER
L TAKE A FOR SIMPLE SPAN ,MiM UNIFORM LOADS ONLY.
N UNSHEATHED HED DO NOT ALLOW WORKERS OR LOADS ON STRUCJOIST
kN
UNTIL ALL BLOCKING. HANGERS, Rawl JOISTS. NAILING.
ND TEMPORARY BRACING ARE COMPLETED AS SPEQ tFlE
IELOW. SERIOUS ACCIDENTS AND INJURIES CAN RESUL-Tj
ROM FAILURE TO FOLLOW THESE GUIDELINES. �b
ENTS CAN BE AVOIDED UNDER NORMAL CONDITIONS BY FOLLOWING THESE GUIDELINES: I
: EACH JOIST AS IT IS ERECTED. JOISTS MUST BE NAILED TO SUPPORTS AND ALL HANGERS. BLOCKING.
)ISTS. AND X- BRIDGING AT SUPPORTS MUST BE COMPLETELY INSTALLED AND PROPERLY NAILED (SEE
AL NOTES AND DETAILS).
: THE ENDS OF CANTILEVERS (OVERHANGS) WITH CLOSURE PANELS. RiM JOISTS OR X- 8RiDGING (SEE
'.AL NOTES AND DETAILS).
ALLY BRAG THE TOP FLANGE OF EACH JOIST. TO PREVENT SIDEWAYS BUCKLING CM ROLLOVER WHICH
)CCUR UNDER LIGHT CONSTRUCTION LOADS, SUCH AS A WORKER AND/OR A LAYER OF U14NAILED
HNG, LATERAL BRACING CAN BE ACCOMPLISHED BY FULLY INSTALLED PERMANENT SHEATHING OR
iRARY STRUTS NAILED TO THE TOP FLANGE OF EACH JOIST (SEE TYPICAL FLOOR OR ROOF FRAMING).
IRARY STRUTS MUST BE NAKED TO A LATERAL RESTRAINT, AT I E END OF EACH BAY. SUCH AS A
D WALL OR TEMPORARY (OR PERMANENT) SHEATHING NAILED TO THE FVW FOUR FEET OF JOISTS AT
NO OF THE SAY (SEE TYPICAL FLOOR OR ROOF FRAMING).
LNENT SHEATHING MUST BE COMPLETELY INSTALLED AND PROPERLY NAILED BEFORE ADDITIONAL LOADS
iE PLACED ON THE SYSTEM. STACK BULLMG MATERIALS OVM BEAMS OR (MALLS ONLY.
ITEGRITY AND SAFE USE OF THESE PRODUCTS CAN BE SERIOUSLY IMPAIRED IF THEY ARE DAMAGED.
IT INSTALL ANY DAMAGED PRODUCTS. CONTACT YOUR WILLAMETTE REPRESENTATIVE IF ANY PROOUCT-
s'E IS NOTED.
,I1I',MII IT +i
I
DK JOISTS IN DO NOT STACK OR
RTCAL ORENTATION. HANDLE JOISTS FLAT.
WTiO C, USE CARE WITH FORKLIFTS To AVOID
DAMAGING JOISTS OR BEAMS
PROTECT JOISTS
AND BEAMS
FROM THE
ELEMENTS.
STICKER MATERIAL OUT OF
MUD AND WATER. ALIGN
STICKERS VERTCALLY.
MiLNOMNIM
DEAD LOAD • 10
PSF
1MAIBI&W DEAD LOAD - 20 PSI'
fift
12 M.dWVIN
1f #"bM
1&2 ildrra
24 b&AG
Depth
swim
12 Bldr
14 botch s
1&2 iobw
24
OOVPLEi0. SEE SAFETY WARNING.
o.HL
D.C.
HI.C.
0.C.
SJ-25 tT'I9 NT'a
0
HNC
a.a
o.6.
•.c.
P3-
1r-r
-73""-
14 -•
-17-r
1
SJ-15
1 -
1
1"
-
i!
iT -11'
16• -4'
t5' -5'
14' -4•
UPIAM10
SJ-
1'r-11'
16'-4•
t -5
IS-11"
F-15
26'
18 -1
i
1-
- HU3514 -2
SJ-16
4
1
1
1
H-28
21' -5'
11•-1•
18• -5•
16' -r
11 7/X3'
S&--2S
M,-3'
IV--r
ir-W
13' -111'
H-35
24-r
21' -1'
Ir -10'
1 -5'
C
SJ-
23'-
21• -1
i -10'
ts'- •
10 , PLII K JOTS N "Mom
G
23' -11
-
18 -
14
D
-4
I aX-11-
-
1 -
C
1Nr -0'
30'
4-
1
i
•
32'
-
-
16--5-
D . 40 PSF 4 THIS TARE MAY BE USED FOR SIMPLE 00 MULWLE SPANS
D DEFLECTION IS LIMITED TO L/4ft EKTERQR SPANS OF MULTIPLE SCAN JOISTS MUST BE AT
LEAST 40E OF THE LENM OF 1!E ADJACENT SPAN.
RE BASED ON GLUED/WALED SHEATHING, REDUCE
f WHERE SHEATHING IS NALED ONLY 'A SPANS SN40MN ARE CLEAR OISTANCE BETMEEI SUPPORT&
FO NON -LOAD SEAIBMS CJIMTLEVOL
\ x SwArcim ARE SCAN
REGUOND 11'D1
OR
� 4e
WA MN - 00 NOT ALLOW WOOERS OR
o�lPLEP" oI
INN MRPPBEt1HNO
9707-w • SK EW • DOUBLE (TOP - FACE) +
LOADS DM F1+OOR LilTL ALL BLACKIW,
SUL ANi M
yp
MIAkXUL ?AM JOISM NAIIAG. CONNEC-
50
RIP 9.5 -2
110NS AND lEM14MARY BRACING ARE
9 t/2•
j
OOVPLEi0. SEE SAFETY WARNING.
PSF
F2 STRUCJOIST RM
F10 LOAD- B;.ARINO
A CONTILEVER.
F1 STRUC,NOIBT
STi UCLAM BEAK
Fs STIRJCAII -
•
IEi IMLIL1R7t ..3 r' �
JOINT DETAIL --- i' : " (i6)END WALL DETAL
FOR HOLE =11 ' • TDMoRA�Y SHEArtme F END WALL is mm
N
>EE NOLE CHAS LMM1L PERMANHDIT SHEAABNG IS
s NSTALLEA (� SAFETY WARNING)
s1111NaAM BEAM A.=
1�M1lRARY STAINS AT I -0 Q& LAX FOR SJ-15,
F3 F4 lEAA*MS RIM iY Awr Im 2_" i�►-]E Na N
1. 00 NOT SPLIT JOIST FLANGES. 00 NAIL
JOISTS AT EACH BEARING " 2 -e4.
ONE EACH SOIL PLACED 1 1/r FROM
END TO AVOID SPLITTING,
2. NAIL SMICJOIST BLOCKNG PANELS
QO OS 11M AWM TO YEARNG PLATE
whl Sd AT C O.C. MOWAA I.
3. NAL RIM JOIST$ OR C LO9UK5 TO THE TOP AND BOTTOM
FLANGES OF EACH SMCJOIST 121H 1 -8d NAIL. USE 1 -16d
BOX'TOP AND BOTTOM MAN SJ-35 RIM JOISTS.
4. 09AE A SHEATMNC Rst E USED. SiRUCJOIST BLOCKING
PANELS MUST BE USED A MRS" OF 4' AT EACH END AND
AT LEAST 4• EVERY 25' OF SEARING MALL 1E14G1H. :
5. THE FLANGE OF STRUCJOIST JOISTS MAY BE BI IOUTH CUT
AT THE Low END OF THE JOIST DE BIROSMOUTH CUT MUST
BEAR FULLY-AND NOT 0YE304" THE MdSIOE FACE OF PLATE.
6. BACKER AND FILLER BLOCKS
SJ-15 BACKER BLOCK - Iff SHEATH C
FILLER BLOCK - 1 + STS' SHEATHING (6' WIDE)
SJ-25 BACKER BLACK - 3/4' SHEATW4
FNJ-ER BLOCIK - 2116
SJ-35 BACKE1t BLOCK - 2 PIECES 1 SHEATHING
FILLQ BLACK - 24 PLUS 1)i 3HEA7H NG
EN ? 2adO PLUS 11r SEL1M
F A USE '
7. / 3/4• MINIMUM BEARING REQUIRED AT JOIST ENDS.
33 13 0lTWAMUM BEARING REQUIRED AT INTERMEDIATE
• ALL ROOF DETAILS ARE VAUD TO A 1212 SLOPE U.N.O.
• ALL JOISTS RREQUItE LATERAL SUPPORT AT END BEARINGS.
i_a SMEATMO NAILING TO TOP FLANGE: (JOISTS MUST BE
nA.LY YRAC£D BEFORE SHEATHING IS NAILED).
MINNIUY SPACING:
SPACE 8d 10d. AND 12d BOX NALS AND 8d COMMON
NAGS NO CLOSER THAN 2' ox. PER ROW. (3' o.H:.
V M SJ-15k SPACE 10d AND 12d COMMON NAILS NO
CLOSER THAN 3' D.C. (4' o.c. WITH SJ -15).
MAX&M SPACING.
S7• -15: 16' Or_
SJ-25: 18• D.C.
SJ-3& 24' D.C.
r MORE THAN ONE ROME OF NAILS iS USED (SJ-25 AND
SJ-35 ONLY). THE ROWS MUST BE OFFSET AT LEAST 1/2'.
14 -4AUGE STAPLES MAY BE SUBSTITUTED FOR Bd NALS
IF THE STAPLES PENETRATE THE STRUCJOIST AT LEAST 1'.
11. 1HE TOP FLANGES MUST BE KEPT STRAIGHT MATHIN 1/2'
OF TIRE AUGINMENT.
12. 0461 REQUIRED INSTALL NEB STIFFENERS TO JOIST (SEE .
DETAIL F16) PRIOR . TO PLACING JOIST IN HANGER. THEN
NAS MANGER TO JOIST.
StrucJoist FRAMING
� 4e
DEPTH JOIST TOP MDt1NT FACE MOtN+Nr
9707-w • SK EW • DOUBLE (TOP - FACE) +
SJ-1S MTT28.5 N
SiIft 0-
yp
LSSU210
50
RIP 9.5 -2
- U210 -2
9 t/2•
j
PSF
PSF
NSF
26'
SJ-25 tT'I9 NT'a
0
F
L
28"
WP49.5
- U410
SJ-15 ITT211.01 PJT21
KvBED to
30'
LSSU210
F
WNP211.88 -2
- U210 -2
11 7/8• ITTIMI IUTit
1"
F
LSSU125
WOOD ALAN STRUCJIM
R3
W11' -2
- U410
SJ-35 1 I.ff 1UT3512
UPIAM10
LSSU135
1 D
WP3511.88 -2 - U3510 -2
14' Si -35 I 14 T 14
"N&O
26'
LSSUI35
C
VP 14 -2
- HU3514 -2
16• LMT35 6• IUT3514 .
4
C
1 LSSU135
WP3516 -2
- HU3516 -2
F
TOP MOUNT
FACE MOUNT
DOUBLE
SLOPED /SKEWED
1. • VEB SWENE tS REOU11E D FOR JWM N HANGERS, ROM. BEI .
E
ii 7/8'
U.
D
STIFFENERS ARE ALSO REdKKD N ANT NANGM ATILT 00 NOT SA WW
E
E UM IN LIEU OF KMA PLATE FOR
36'
C
THE TV nANOE LAIT7ML Y MAIL SWPDM M KIAL F18 PIBOR
G
USE 2 RCVS
36'
C
10 , PLII K JOTS N "Mom
G
23' -11
28'
A
2 FILL ALL MAL HOLES 11111H PROM K" FULL SPA11" RFONRED AT
D
1157E
28'
A
HAMM RAT.
C
1Nr -0'
30'
A
3. YDWY NAMOEN WACTY FOR APNJCA11OW NOT DOW N !AN U &M
C
•
32'
A
4. CQN ECTORS LISIED AWA ARE MANINAM :RAM K SM)M SIVAMO-1E
C
20' -5'
U.
0
00.. NG MINER 10 MANUFACiIJOIE 'S CATALOS FOR BIBTAi1 T=
F
BIIlOV10llTtl OUT
38'
0
FSaVIRE'AORS AND ALTENNIAN HANG M
F
2o' -r
38'
D
3. AM Pt,ES so" ONLY K USED 04W LOADS'AK AMU!'D To BORN
!ES N 1W vDa t
4. WWI A11110000" OF TIE BEAU
S ,IALAAW USM ARE FOR ROOK: SWSB IM VHOIIEABE 1S1E FOR SHOW
LOMB ROSE OOiMOFAONIk NCREASP 25% FOR WON-9M ROOF CONDITIONS.
v� .�....�,., �.. ,.J...• ,w rn ,. a ,. .j.
STRUCJOIST REINFORCEMENT
REQUIR£MONTS
DETAILS
R" D LOAD K
JOIST
SIWAPSON MSTA STRAP wTH W. TEAM
aBiPIDa ABTA
MIEN W-18! : 1
yp
40
50
DEPTH
5
VAN
IDEAD
j
PSF
PSF
NSF
26'
0
0
F
20
28"
O
D
F
KvBED to
30'
0
F
E
9 i /2'
32'
0
F
E
WOOD ALAN STRUCJIM
R3
x'
0
F
G
38'
1 D
F
G
BLDCKS WITH 11-16d NALS
26'
0
C
F
34' -B'
28'
D
C
F
30'
D
F
E
32'
D
F
E
ii 7/8'
U.
D
F
E
E UM IN LIEU OF KMA PLATE FOR
36'
C
E
G
USE 2 RCVS
36'
C
E
G
23' -11
28'
A
0
D
1157E
28'
A
0
C
1Nr -0'
30'
A
0
C
14'
32'
A
D
C
20' -5'
U.
0
D
F
BIIlOV10llTtl OUT
38'
0
C
F
2o' -r
38'
D
C
F
3r -3•
U.
A
D
D
15
28'
A
0
C
241' -4'
30'
A
0
C
20
32•
A
D
C
18'
x'
D
C
C
38'
D
C
E
W.
0
C
E
D.C.
40'
0
C
E
21' -S'
4
2r -6'
24'-6•
2r -11'
WINING - DO NOT ALLOW WORKM OR
LOADS ON ROOF U NIIL ALL BLDOOK
MANGERS. RIM JOM518. NAILING, C Cr
TONS AM TEIVORARY BRACl1G ARE
COMPLETFD. SEE SAFETY WARNING.
STRUCLAY SUPPORT RAM -1 /
NWPORARY S HEAAiIO F END WALL
K NOT BRACED. ATTACH WIN 8M
NAILS AT r ex. MAIL UK UNI L
PEwMANENT S EArA NO 4 MILLED
(SEE SAFETY WARINMNC
DO NOT KVQ CUT JM=
BEYOND Dow FACE OF WAIL
@@8 FAM DETAILS
- .` • '� Q
I - RRS )RB R7 O FJLVE DETAILS
NMPORARY STRUTS AT e'-0' a e. MAIL FOR
SiY/S; AND I -r " MAX fft $J-= AND
SO-35. (SEE SAFETY WAIINNG)
TYPICAL
StructJoist
DETAILS
}3/,/4 ■ :r--r PLYRIOOQ GUM [AM M
SIWAPSON MSTA STRAP wTH W. TEAM
aBiPIDa ABTA
MIEN W-18! : 1
1MTi1 12-." NAND, OL&AN D OR =
SMPSON MSTA M !0-110/ a 11/r MALI,)
10-10d It 1 //2. HAMS
REQUNED F ROPE [XCEEbt
a1E
r 12 .
IDEAD
j
III 7Ar
I 8 1/2
I - 7/r
NOW
20
10
22' -r
27 -4'
IE%CM -, •L STi t�
KvBED to
X-11111 Ace" on
L*4" WE
Sit
ILOCKINIL
SNOW
EACH !DE
DOUSLF BEVi12D
UK SUPSON
R1 HANCfR OR EQUAL
R2 HAM= Ot tOWAAL11
WOOD ALAN STRUCJIM
R3
2s' -r
29' -1'
LVL SEAM
FILED ROCK NAL I)INOUGH
125X
BOTH JOIST WEBS AND FILER
20
ERR REOIMNED
BLDCKS WITH 11-16d NALS
21' -0'
�STOFE
SOL
AT CLINCH.
31' -3'
34' -B'
12•
f
,.
11903MOU114
CUT AT
KwR•1p
MEMIED �� ixOR DFiS 2
TlIAN / t 12. F01R OV@ 4:12
2x4 BLOCK FOR
SIRUCLAM
DOUBE KVELED LVL
R4 VOW PLATE
OBIRECIORS MAY O RECLIMIED.
RS W&M N'w► OONNErC= OR COiIAL CAN
�� FASCA 9tJrlORT.
R6
24' -10•
E UM IN LIEU OF KMA PLATE FOR
3D' -r
34' -2'
SLOPES f%W 1:12 TO R 11
SNOW
USE 2 RCVS
1
19' -0'
Bd NALS
20'-0•
23' -11
AT or O.C.
�H>� ACQUIRED
33'-0'
4'-fr
1157E
40
`
tr -11'
NAIL
1Nr -0'
22'-6'
24'-6'
27' -It'
31' -i'
2x CRIPPLE
50
45
(OPPOSITE SIDE)
20' -5'
tr -10'
21' -5•
90113111EOUiM CUT
26'-6•
BIIlOV10llTtl OUT
AT BEAFAML
NON
AT BE~
10
2o' -r
R7 THAN 30 PSI. GRFJOINT SPACING
R8 �/
IIILOCIONQ
R9 WIN 10-�TO% NALS
K OINEAIEIR ,NAM �• .S USE
3r -3•
35' --io•
204 SOTN mom
SNOW
20
.... 0
Pat 004MAL A MD .
NOTES:
1. BLDL7aK SOLID BETWEEN JOISTS FOR FULL
LDIM OF SPAN.
2. LEAVE 1/r GAP BETWEEN 7010 OF FUR
ROCK MINI BOTTOM OF TOP P AMOIL
i BUTT JOISTS AND NAIL TOGETHER VMltl
TWO ROMM OF 18d NAILS • it "
(CLINCHED AND STAGGERED EACH 904
4. SUPPORT BACK OF VMS DURING NALJHG
TO PR[1181IT OAMAM TO 1IE3 -RANGE
K�IiIET:TIONL
S FOR YULTPLE JOIST APPtJ:C 7 Mt+ SEE
DEBION PROPERTIES N STRUC,BIBT
PRODUCT OLRDE
CONTACT YOUR LOCAL DISTRIBUTOR:
SJ-383 3 t
LOAD
(PSF) SJ-15
SJ-25
SJ-35
UVE
IDEAD
t 1/2•
III 7Ar
I 8 1/2
I - 7/r
NOW
20
10
22' -r
27 -4'
23' -11'
28'-r
31' -3'
38* -7'
39'-8'
SNOW
20
15
21' -2'
25 -6'
22' -3•
2s' -r
29' -1'
33' -1'
36' -10'
125X
20
20
2o' -or
24'-0'
21' -0'
25' -2'
2r -5'
31' -3'
34' -B'
12•
0.C.
25
15
10' -r
23' -8*
2W-r
24' -10•
2r -o'
3D' -r
34' -2'
SNOW
30
15
19' -0'
2r -10'
20'-0•
23' -11
26' -i'
2W--e
33'-0'
1157E
40
15
tr -11'
21' -r
1Nr -0'
22'-6'
24'-6'
27' -It'
31' -i'
50
45
17'-0'
20' -5'
tr -10'
21' -5•
2Y -3*
26'-6•
29' -s'
NON
20
10
2o' -r
24' -l0'
21' -r
2s' -C'
21' -4'
3r -3•
35' --io•
SNOW
20
15
19' -3'
23' -1'
20' -r
24' -r
241' -4'
30'-0•
3X -4'
125X
20
20
is' -1'
21' -r
19' -O'
22' -10'
24 -110'
28• -4'
31' -5'
16'
D.C.
25
15
t r -/ O'
21' -S'
16• -r
2r -6'
24'-6•
2r -11'
31' -0'
SNow
3o
iS
1r -3'
20' -r
18' -1'
21' -r
23' -7*
26' -it'
29' -11•
115X
40
15
16• -2'
»' -r
tr -o'
20• -r
2r -r
2r-e
w -r
50
15
i5' -5'
14r -6'
16' -r
1f -S'
21' -1'
24' -O'
26' -9'
NOW
20
10
19' -5•
23' -4'
20' -5'
24' -$'
26' -7'
30' -4'
33--g-
SNOW
20
15
18' -1'
21' -6'
19' -0'
22' -9'
24' --41'
2r -r
31' -4'
125X
20
20
it -D'
20' -5'
Vr -10'
21' -S'
23' -4'
39' -r
29'-7'
19.2'
D.C.
25
15
is,-9,
2o' -2,
1r -r
21' -1'
23' -O'
26' -r
29' -1•
SNOW
30
15
18' -2'
19' -5'
111 -0'
20' -5'
22' -2'
25' -r
28' -1•
115X
40
15
15' -3•
18' -4'
16' -D'
19' -r
211-10'
23' -71•
26' -5'
50
i5
14' -5'
Ir -4'
15' -2'
16' -2•
IV -10'
22'-7•
22' -0'
NON
20
10
18' -0'
21' -70
/8' -11'
22' -r
24' -r
26' -1'
31' -r
SNOW
20
15
16' -r
20' -1'
Ir -r
21' -1'
22' -11'
28' -Z'
29' -1'
125X
20
20
15• -r
18' -i1'
16' -7•
19' -10'
21' -r
24' -7*
Ir -4'
24•
D.C.
25
15
If -6'
1B'-r
16' -e
19' -7'
21' -r
24' -3'
2r -0'
SNOW
30
15
1S' -0'
18' -0'
113' -9,
18' -11'
20' -r
23' -5'
26' -0'
115X
40
15
14' -1'
16' -6'
14' -0'
1r -r
19' -4'
21' -5'
21' -5'
50
15
13'-4'
14' -1'
14' -0'
15' -4•
ir-6'
18' -2'
18' -2'
1. NON -SHOW ROOF LAME LOAD HAS BEDH REDUCED 10 iM PW FM SOPES MAIM THAN 4:12
2. ROOF SLOPE CAN VARY FROM 1/4.12 TO 12:12. LONGER SPANS MAY BE POSNKL - SEE
PRODUCT Q IDE.
3 SPANS, ROM ARE FOR E7110t MAU SPANK OR MULTIPLE SPANS. EXIMMOR SPANS N
WLTPLE SPAN APKI ATIONS MUST BE AT LEAST 4OX OF ADJACENT SPANS
4. LENGTHS SHOWN ARE HORIZONTAL GEAR SPANS
.... 0
Pat 004MAL A MD .
NOTES:
1. BLDL7aK SOLID BETWEEN JOISTS FOR FULL
LDIM OF SPAN.
2. LEAVE 1/r GAP BETWEEN 7010 OF FUR
ROCK MINI BOTTOM OF TOP P AMOIL
i BUTT JOISTS AND NAIL TOGETHER VMltl
TWO ROMM OF 18d NAILS • it "
(CLINCHED AND STAGGERED EACH 904
4. SUPPORT BACK OF VMS DURING NALJHG
TO PR[1181IT OAMAM TO 1IE3 -RANGE
K�IiIET:TIONL
S FOR YULTPLE JOIST APPtJ:C 7 Mt+ SEE
DEBION PROPERTIES N STRUC,BIBT
PRODUCT OLRDE
CONTACT YOUR LOCAL DISTRIBUTOR:
SJ-383 3 t