HomeMy WebLinkAbout1380.97.11Q
•
10 M01
- STRUCJOIST STRUCJpST SEE DETAIL FIB FOR ADDITIONAL INFORMATION
FS F7 FO tfRUC,ew BLOCKING PANEL OR WARNING - DO NOT ALLOW WORKERS OR BLOCKING Ra JOIST LOADS ON ROOF UNTIL WORKERS OR
we EGU 2x4 CRIPPILE
SU ON EACH LOADS ON FLOOR UNTIL All BLOCKING, PANEL fl�� �M F` UNTI NAILING. BL CONNEC- R2 R3 R4 RIDGE DETAILS
sl0[ LOURED WIiEO4 sEIPPORTB4c
. Ffl NON -LOAD BEARING CANTILEVER. �o.o -aURwG LUAU ABOVE. n�� TEMPORARY G ARENEC-
Engineered I N TA L L AT I O N BL�NG PANELS READ �N COMPLETED. SEE SAFETY WARNING. COMPLETEED. SEE�SAfETY WARNINIQ
S STRuc-OST ARE CANTLrvl=.
WoodF2 STRUCJ0IST RIM STRUCLAU SUPPORT BEAM
Products GUIDE CON LOAD-BEARING
BIROSl60UDE CUT MUST NOT
OVERHANG INSIDE FACE OF
PLATE
SJ•15 SJ -25 SJ-35
NOTE 2X6 MINIMUM BEARING PLATE
i REWITm AIDE SJ-35 JOISTS. 2 PIECES (1 PIECE AT SINGLE STORY MULTIPLE STRUCJOIST iIEADf ] tY
Ft F2 APPLICATIONS) 3/4- SHEATHING
-- - __ O O F3 (46/24). {E REWIRED AT OPEI4NG.
LVL 11 7/8- MAXIMUM DEPTH.
1 .. 1,,,.. _ == V/2"
Flange g SEE DETAIL FIB FOR ADDITIONAL INFORMATION
1 L �
- 3/4- SHEATHNG (4x/24). r t /16•
•-- O S B
�I ,4
Web F) STRUCJOIST - STRUCUM ��'
BLOCKING
- ' _ 'h • , 'i4. , Fs STRUCLAM BEAM
TEMPORARY SEE MULTIPLE WALL
JOIST DETAIL f6 D40 WALL DETAIL 1 t NOT BRACED. ArtACH NTH 6d
Willamette I Inc. NAILS NE 6- HE MAX Ug L111LL
FOR HOES SIZES TEMPORARY SHEATHING IF DID WAIL IS NOT (SRMANE?IT SEAT /WC I INSTALLED.
1 East Saginaw Road, Saginaw. OR 97472 • Phone: 1-800-942-9K27 AN HOLE BRACED.•ATTACH WIDE 6d NAILS AT 6' (� SAFETY WARNING)
MAX USE UNTIL PERMANENT SHEATHING IS 6Ac,cER FOR
NSTA LED. (SEE SAFETY WARNING) _ SIDING USE DOUBLE UNDER
STftX AM BEAM SOS BLOCK ALL
ATTAC4LENT.
POSTS FROM ABOVE WALL WHERE LOAD R5 R6 R7 R8 EAW DETAILS
TO BEARING BELOW EXCEEDS 2000 PLF
TEMPORARY STRUTS AT {' -0' ac. MAIL FOR SJ-1S, Fj F6
• • . - F3 F4 1 SHEATHING RIM AND IiX o afc. MAX FOR S4-25 A SJ-35. MAIL F4 2X4 CRIPPLE
(� SAFETY WARNING) TEMPORARY STRUTS AT 6• -0' as MAX FOR
TABLE VALUE Si- S. ANO B' -o' ac. MAX FOR SJ-2S AND
DO NOT CUT HOGS JOIST CIRCULAR HOLE DIAMETER IN. LOAD BEARING WALL NON -LOAD BEARING CANTILEVER DETAILS (BALCONIES) SJ-36. (SEE SAFETY WARNING)
(MIN. DISTANCE.) DEPTH C -1 C -2 C -3 C -4 C -5 C -6 ABOVE MUST STACK
LARGER THAN 2- IN 9 1 ,12- - 3 4 5 5 6
OVER WALL ow
CANTILEVER. 11 ' �8' - 4 5 6 7 8 - • _x sTRUC.IasT BI.Op(ING DO NOT BEVEL CUT JOISTS
14' 3 4 6 7 8 10 BEARING T PPEEFM r D aEralO NsaE FACE OF WALL.
zse MIN. NAIL To BACKLIT BLOB • JCST wttN
16. 3 5 6 8 10 t 1 2 ROWS Of 1Dd'S AT e' o c RI CLINCH.
A
("� ! SPAN MIN. DIST, FROM SUPPORT (FT.-IN.) 1. DO NOT SPLIT JOIST FLANGES. DO NAIL 7. 1 3/4' MINIMUM BEARING REQUIRED AT JOST ENDS. • • • •
�`.
10 1 -3 1 -6 I 2 -0 2 -6 , 3 -0 3 -6 JOISTS AT EACH BEARING WITH 2 -8d, 3 1/2- MINIMUM BEARING REQUIRED AT INTERMEDIATE
12 1 -3 1 -9 ! 2 -6 3 -0 13 -6 4 -3 ONE EACH SIDE. PLACED 1 1/2' FROM SUPPORTS. 3 1/r
j i I 14 1 -6 2 -0 12 -9 3 -6 4 -3 15 -0 I END TO AV010 SPLITTING. MIN. STRUCLAM LVL 3/4- „ 2' -O' PLYWOOD GUSSET EACH SIDE
D B. ALL ROOF DETAILS ARE VAJD TO A 12.12 SLOPE U N.O 6EARR4c SUPPORT BEAU.
`D I 16 1 -6 12 -6 3 -3 4-0 4 -9 5 -6 UNIFORM LOADS ONLY, STRUCLAM WITH 12 -6d NAILS, CLINCHED (OR USE
2. NAIL STRUCJOIST BLOCKING PANELS SiPSON MSTA STRAP WITH LvL BEAM StYPSON MSTA STRAP SI PSON MSTA NTH 10-104 r 1 1/2' NAILS]
18 1 -9 2 -9 3 -6 4 -6 5 -6 6 -3 OR RIM JOISTS TO BEARING PLATE 9. ALL JOISTS REQUIRE :.LATERAL SoPPORT AT END BEARINGS. AIDE 10104 ■ i 1/Y
A $£j jlQy A -A 1 REQUIRED c 1 1/2' NAPS NAILS REQUIRED WHERE
20 2 -0 3 -0 4 -0 5 -0 6 -0 7 -0 I WITH dd AT 6' o.c. MINIMUM.
REQUIRED IF SLOPE EXCEEDS SLOPE EXCEEDS 7:12
I 10 SHEATHING NAILING- TO TOP FLANGE JOISTS MUST BE 7;12.
SPAN I 22 ! 2 -3 3 -3 4 -6 5 -6 6 -15 17 -9 I FULLY BRACED BEFORE SHEATHING 'S NAILED
- -- � 24 2 -6 3 -6 4 -9 6 -0 j 7 -3 B -6 j 3. NAIL RIM JOISTS OR CLOSURES To THE TOP AND BOTTOM ) '
FLANGES OF EACH STRUCJOIST WITH 1 -6d NAIL. USE t -16a F7 I t 1/2 . L - BACKER BLOCK. NAIL NTH
26 2 -6 4 -0 1 5 -3 6 -6 7 -9 9 -0 MINIMUM SPACING: C - STRUCJOST BLOCKING -- -�- - 2 ROWS OF IOdS AT
H•+aJn'Ah' '.LAji RF IC A: �, .r.S Ah. NO' S I I BOX TOP AND BOTTOM WITH SJ-35 RIM JOISTS. PANEL 4' -0' WAX_ 4' -0' MIN 6' o & CLINCH.
28 2 -9 4 -3 5 -6 7 -0 8 -6 9 -9 SPACE ad, 100, AND t2G 80�c NAILS AND 8a COMMON _
SL� JRE �R�L: NO - . __ - JNLY CL' .N j NAILS NO CLOSER THAN 2' o r PER ROt•::
WEB AREA AS 30 3 -0 14 -6 1 6 -0 7 -6 9 -C 10 -6 4. WHERE A SHEATHING RIM IS USED. STRUCJOIST BLOCKING (3- o. c.
`
PANELS MUST BE USED A MINIMUM OF 4' AT EACH ENO AND WiTH SJ -i5); SPACE 10d AND 120 COMMON NAILS NO STRuCJOrST BLOCKING }
CLOSER THAN 3' o.c. LOA° BEARING WALL
INSTRUCTIONS. NOTES AT LEAST 4' EVERY 25' OF BEARING wAl1 LENGTH. (4' o. t. WITH SJ -1S) ABOVE MUST STAG /16-
I•i.:: JUTS' XFT>, h -IF- �,�.�. ;LA; k,:,WJ'SS To oven MAIL_ IRELOw I ADJACENT S MAY BE cANnLi.'E3TE0 LAP TO 1/3 THE
S. THE F'.�WGE OF STRUCJOIST JOISTS MAY BE BIRDSMOUT}H CUT MAXIMUM SPACING: BEARING WALL ADJACENT SPAN. �11O.ED WEB :;�� "' x- eRAaNG OR
Tl< X&RiLr <a_E 5:E -. _ -... ti .:J�.+w. To JSL I. DO NOT CUT OR DAMAGE FLANGES. AT THE LOW END Df THE JOIST. THE 191RDSMOUTH CUT MUST SJ -15: 16' o.c. Not PERMITTED STIFFENER BEVELED w� - ....t STRUCJOIST
EACH SiDE STIFFENER BL0004Q
OAN.0 Yo-k JOS* W" IN .:WL� 'As.t .NC A- a7L bit. 2. WERE MORE THAN ONE HOLE IS DESIRED. NE CLEAR BEAR FULLY AND NOT OVERHANG THE INSIDE FACE OF PLATE. SJ -25: 18' o. e. �
EACH SIDE DOU UE BEVVELED
SELECTED AHL`.4 :t± k :. 'A A FROM �.n7rLO& OF DISTANCE BETWEEN HOLES MUST EQUAL OR EXCEED TaCE SJ -35. 24' o. c. * . .
6. BACKER AND FILLER BLOCKS ! R1 USE swPSON Lssu R2 USE slMPSON tssLl R3 HOOD PLATE
HANGER OR EQUAL HANGER OR EQUAL. LVL STRUCLAW
S.IPPOR- TC rig i- '_>•.L X HOLE. THE DIAMETER of THE LARGEST HQF. OR TWICE TiE IF MORE THAN ONE ROW OF NAILS IS USED (Si-25 AND - LVL BEAM
LONGEST SIDE OF A RECTANGULAR HOLE. y_t5 BACKER BLOCK - 1/2- SHEATHING SJ -35 ONLY) THE ROWS MUST BE OFFSET AT LEAST 1/2- UNFORM LOADS ONLY.
> TABLE MA 0, - `K?OLAT�. FILLER BLOCK - 1/2- + 5/8- SHEATHING (6- WIDE) 14 -GAUGE STAPLES MAY BE SUBSTITUTED FOR BC NAILS
LA ANIP L - 3. EXCEPT AS NOTED N I AND 2 ADOYL A 2' HOLE MAY lE
,4' �, ,• w - 4' HOLE AND 20 SPAN. CUT ANYWHERE SJ-25 BACKER BLOCK - 3/4' SHEATHING IF THE STAPLES PENETRATE THE STRUCJOIST AT LEAST 1 -. FILLER BLOCK. NAIL iHROUGH
NOTE STRuC_IDISTS SHA,- BE BOTH JOIST am AND FILLER wEe s71FFi]4ER REQUIRED
FlIIFR BLOCK - 2te6 tt. THE TOP FLANGES MUST BE KEPT STRAIGHT WITHIN t 2' PROTL�T10 FROM THE eLOacs WITH B-1{d NAILS EACH SIDE
K,., _�.,7+ ABLE %-A JOLJ c -1 . THE LONGEST SIDE of A RECTANGLILAR Nola SHA.. NOT /
OLCM THREE- rOuRTHS OF THE A..o.ABLt *WHO mCLa SJ-35 BACKER BLOCK - 2 PIECES 1 SHEATHING OF TRUE ALIGNMENT. .EArHER_ t CLNCH.
SP Aft AAO COL•IMN c - ` IN THE : MIILR TABLE DIAWETE7t FILLER BLOCK - 21r8 PLUS 1�Y•SHEATHING 12. WHEN REWIRED INSTALL WEB STIFFENERS TO J04ST (SEE
:FATUt_*t OF HOE HST BE 3' -0' FROM CD4TEJR Of ./3 MAIL
k �y1T 5. TAALE IS FOR SUM-11 SPAN WITH Jkf0RW LOADS ONLY. (EXCEPTION: USE 2s10 PLUS 1/2' SHEATHING DETAIL F16) PRIOR TO PLACING JOIST IN HANGER, THEN r --- - - -- --c: - -t- - -- FOR FILLER AT DETAIL F10) NAIL HANGER TO JOIST. F9 EJ wMPL!' . ' r .. � AsWOUTH
1 {[wFSw
2x4 CRIPPLE : h
LOAD BEARING CANTILEVER DETAILS t
SLOPED
CO NOT STACK BUILDING DEPTH JOIST TOP MOUNT FACE MOUNT SKEWED -45' + SKEWED + DOUBLE (TOP -FACE) + STRUCJOIST RONFORCEWEN 1
2r BEVFIJD PLATE FOR SLOPES GREATER
6IaT:RIALS OIN ,,NSHEATHED DO NOT ALLOW WORKERS OR LOADS ON STRUCJOIST REQUIREMENTS DEAN 1/4:12. FOR SLOPES DAY 4:12 2'-0' 2x+ IA SUPPORT.
FOR
UNTIL ALL BLOCKING, HANGERS, RW JOISTS, NAILING, 9 1 2' SJ -15 ITT29.5 IUT29 SUR L210 LSSU210 WP29.5 -2 - U210 -2 sTlRUCtAM FASCIA SUPPORT.
JOISTS. / !� RElh1FORCfl1E?JT DESCR1PT10N: I ! �:� '�'A- DoueEa BEVELED Lvl �. ADa71ONA1 ooN►ECTORS MAY BE REWIRED. MAX
-- - - AND TEMPORARY BRACING ARE COMPLETED AS SPECIFIED•,�'1 SJ -25 ITT9 IUT9 SUR Li9 LSSUI25 WP49.5 - U410 JasT ROOF i _OAo I R4 "'� RAZE R5 s1MPSDN �A 0014NEC1TOR OR EQUAL CAN R6
SJ -15 ITT211.as IUT211 SUR L 10 LSSU210 W'P211.88 -2 - U210 -2 A NOT REOLARED DEPTH TRLSS 40 E USED IN LIEU OF BEbiLED PLATE FOR
BELOW. SERIOUS ACCIDENTS AND INJURIES CAN RESULT 6 REOLARED AT 16'. tas' AND 24' S'^" PSF PSF PSF SLOPES FROM 1:12 TO 6:12.
11 7 8- SJ -25 1711.as IUT11 SURI 111 LSSUI25 WP11 -2 - U410 ROOF TRUSS SPAN
FROM FAILURE TO FOLLOW THESE GUIDELINES. / - c REQUIRED AT 102• AND 24' j �• D D F
SJ -35 ITT3511.88 IUT3512 SURI 13510 LSSUI35 WP3511.88 -2 - U3510 -2 D REQUIRED AT 24- ac USE 2 ROWS
E REQUIRED AT 16'. AND 191' o.c a 2D o ° F sd NALS n
14' SJ -35 ITT3514 IUT3514 SM 13510 LSSUI35 WP3514 -2 - HU3514 -2 2' -0' s 3O' D F E AT e• ac WEB STIFFENER REQUURED
� F REQUIRED AT 10.2' ac EACH SROE.
_ 16' SJ -35 MIT3516• IUT3514. SURI 13514 LSSUI35 WP3516 -2 - HU3516 -2 MAX G REQIRED AT 16' o.G• B 1/2' 32' D F E 4' -D"
TOP MOUNT FACE MOUNT DOUBLE SLOPED /SKEWED # NOT PERMITTED AT GREATER �, p F I HAHOEx
AN AVOIDED UNDER NORMAL CONDITIONS BY FOLLOWING THESE GUIDELINES: 1. WEB STIFFENERS REOUIM FOR JOISTS IN HANGERS. 11007M. 01113 - SPACING.
ACCIDENTS C BE STIFFENERS ARE ALSO REQUWED IN ANY MANGOS THAT DO NOT SUPPORT
26 D C r
THE TOP FLANaf LATERALLY. NAIL STWFDNORS PER DUAL f1{ POOR • 26 D I C I F
A. BRACE EACH JOIST AS IT IS ERECTED. JOISTS MUST BE NAILED TO SUPPORTS AND ALL HANGERS, BLOCKING, TO PLACING JOISTS IN HANGERS •
RIM JOISTS, AND X- BRIDGING AT SUPPORTS MUST BE COMPLETELY INSTALLED AND PROPERLY NAILED (SEE 2. FILL ALL NAIL HOLES WIDE PROPOt NALL FILL BEARING REQUIRED AT • ( STRUCJOIST REINFORCEMENT MAY BE ATTACH WEB SOFFJOISTS 11 7 /e' 34, o j F E
GENERAL NOTES AND DETAILS). HANGER SEAT. i REQUIRED AT CANTILEVER. SEE TABLE ��� c T OVO1 SUPPORT JOIST 36• C E G CRIPPLE
B. BRACE THE ENDS OF CANTILEVERS (OVERHANGS) WITH CLOSURE PANELS, RIM JOISTS OR X- BRIDGING (SEE 3. VERIFY HANGER CAPACITY FOR APPLICATIONS NOT SHORAN IN SPAN TABLES. � ( 38' C E G ��TE �) MAX,
GENERAL NOTES AND DETAILS). 4. CONNECTORS US70 ABOVE ARE MA UFACTIRED BY SIMPSON STRpNFtE
3/4• PLYWOOD 26' A o o
CO- NC. RIEFO TO MANUFACTURERS CATALOG FOR INSTALLA11ON CLOSURE 25' A 0 C BIRDSMOUDE CUT A BEARING. CUT
C. LATERALLY BRACE THE TOP FLANGE OF EACH JOIST, TO PREVENT SIDEWAYS BUCKLING OR ROLLOVER WHICH REQUIREMENTS AND ALTERWATE HANGERS, STRUCJOIST WEB STIFFENERS 30' A ° C AT BEARING
MAY OCCUR UNDER LIGHT CONSTRUCTION LOADS, SUCH AS A WORKER AND /OR A LAYER OF UNNAILED PANEL REQUIRED EACH 14' 32' A ° c SHEATHING. LATERAL LATERAL BRACING CAN BE ACCOMPLISHED BY FULLY INSTALLED PERMANENT SHEATHING OR BIDE WIDE ALL 0 I ° F I THAN ONE SHOE F LOAD i5 GREATER MAX NAIL BACKER BLOCKING
TEMPORARY STRUTS NAILED TO THE TOP FLANGE OF EACH JOIST (SEE TYPICAL FLOOR OR ROOF FRAMING). s?RUwasT. 38' ! D C F R7 THAN A R THAN 3 JOIST SPACING R8 y R9 WITH 10-104 HAAS
TEMPORARY STRUTS MUST BE NAILED TO A LATERAL RESTRAINT, AT THE END OF EACH BAY, SUCH AS A Is BOTH It DEAN 3Y as LN3E
. , 7 r - • . r ,. 40: D C E 2 :4 BOTH SKIER.
BRACED WALL OR TEMPORARY (OR PERMANENT) SHEATHING NAILED TO THE FIRST FOUR FEET OF JOISTS AT 4 ' 4
T11E END OF THE BAY (SEE TYPICAL FLOOR OR ROOF FRAMING). 26' A D o
Y -0" MAX 2B A °
D. PERMANENT SHEATHING MUST BE COMPLETELY INSTALLED AND PROPERLY NAILED BEFORE ADDITIONAL LOADS SID TABLE BELOW FOR � . 3O A 0 c • , . . ``'d,
SHOE LOADED STRUCLAM 2 D 32 A o c j
CAN BE PLACED ON THE SYSTEM. STACK BUILDING MATERIALS OVER BEAMS OR WALLS ONLY. � MAY REQUIRE t� I BEAUS 2' -0' MAX e' 34 D C C LOAD
E. THE INTEGRITY AND SAFE USE OF THESE PRODUCTS CAN BE SERIOUSLY IMPAIRED IF THEY ARE DAMAGED. PROTECTED "404 NOTE ATTACH WE STIFFENERS To EACH SIDE 36' D c E (P� SJ -15 SJ -25 SJ -35
T ^ IN DIRECT CONTACT 4' -0 OF JOISTS OVER SUPPORT PER DETAIL 0 E
DO NOT INSTALL ANY DAMAGED PRODUCTS. CONTACT YOUR WILLAMETTE REPRESENTATIVE IF ANY PRODUCT NTH COICIP&M 40' D C E UVE DEAD 11/2- 1 11 7/6' { 1/Y 11 7/6' 11 7/8' 14- 16'
�\ SrRUCE./LM / Ft {. 3/4' APA 46/24 RATED SHEATHING ; 42' i D C E ,
DAMAGE IS NOTED. LVL HANGER \�/ REQUIRED BOTH SEES OF JOIST DEPTH - NON 20 10 22' -9' 2Y -4' 23' -11' 28' -8 31' -3' 35' -r 39' -B'
MUST MATCH THE FULL HEIGHT OF THE 1 TABLE ASSUMES A 10 PSF ROOF DEAD T
NOTE BLOCK TOGETHER FULE LENGTH NTH nu.£R BLOCKS JOIST NAIL WIDE Bd NAILS AT 6' o.c SNOW 20 I 15 21' -Y 25' -6' 22' -3 26' -8' 29' -t 33' -1' 36' -10' t /B' GAP
STAGGERED. INSTALL NTH FACE GRAIN LOAD AND 60 PLF WA LOAD
BEE GENERAL NOTES For✓ FILLER BLOCK SIZE NAIL 125X 20 1 20 20' -0" 24' -0' 21' -0' 25' -2" 27' -5' 31' -3' 34' -8'
• - I �� BLOCKS WITH 2 ROWS OF too NAILS AT e' ac AND H201iT� 2. TABLE APP }ES To IaSTZ 1e' To 2i o C 12
I �10 CLNOH (3 ROWS NTH 14' a t6' JOISTS) USE ie' O.C. FOR LESSER WAJNG o.c. 25 15 19' -8' 23' -8- 20' -8' 24' -10' 2Y -0' 30' -9' 34' -2
SNOW 30 15 19' -0- 22' -10' 20' -0- 23' -11- 26' -1- 29' -8' 33' -0'
STRUCLAM - -` -T "' -- -- T - - 115% 40 15 1T -,1- 21' -6' 18' -9' 22' -6- 24' -6- 27' -11- 31' -i'
w PROTECT JOISTS TRImWM SEE STRUCLAM i 50 15 1T -0' 20' -5' 17' -10- 21' -5' 23' -3- 26' -6' 29' -6- CONTINUOUS FLUO
AND BEAMS B 1 PRODUCT GU" FOR B 2 B 3 �- 2, PLATE FLI SN NTH I I PER GENERAL NOTES.
FROM THE LIINI+NLatN BEAIb4G LElICM STRUCLAW INSIDE FACE of WALL BACKER BLOCK I THE SIDES D< THE HANGER FILLER BLOCIONG NON 20 10 20' -8" 24' -10' 21' -B' 26' -0' 28' -4' 32' -3' 35' -10'
I I I DO NOT SUPPORT THE TOP NAIL WITH 10-104
ELEMENTS. OR BEAM NAIL WITH 10 FLANGE. WEB STIRENERS PER NAILS SNOW 20 15 19' -3' 23' -1' 20' -2' 24' -2' 26' -4' 30' -0' 33' -4'
` 10d NAILS. \ DETAIL FIG ARE REWIRED 1257[ 20 20 18' -1- 21' -9' 1p' -0- 22' -10' 24' -10- 28' -4- 31' -5-
'' _
NAILING PATTERN FOR TOP LOADED CAUTION. 16' NOTES:
MULTIPLE MEMBER STRUCLAM DO NOT CUT OR NOTCH I o.c. I 25 15 17' -10' 21' -5' 18' -9' 22' -6' 24' -6' 27' -11' I 31' -0'
SNOW 30 15 17' -3- 20' -8- 18' -1' 21' -8' 23' -r 26' -11' 29' -11' 1. BLOCK SOLID BETWEEN JOISTS FOR FULL
\ _ 115% 40 15 16' -2- 19' -B- 17' -0' 20' -5' 22' -3' 25' -4' j 28' -2' LENGTH OF SPAN.
STORE JOISTS IN DO NOT STACK OR �� �I %� W04"JIM OF 2 ROWS 1{r NAILS 50 15 1S' -5" t8' -6- 16' -2' 19' -5' 21' -1' 24' -0- i 26' -9' i LEAVE 1/5' RAP BETWEEN TOP OF RLLa7t
VERTICAL ORIENTATION.
HANDLE JOISTS FLAT °�, < AT IY ac
STRuGiAM ta• nR• k tB' RELICS e. I NON 20 10 19' -5' 23' -4' 20' -5' 24' -5' 26' -7- 30' -4- 33' -8' & AND ��� OF TOP FLANGE.
CA T MAIL JSE CARE 1MTh rORKJFTS TO Av.ID O - STICKER MATERNAL OUT OF SNOW 20 15 10' -t' 21' -8' 19' -0' 22' -9' 24' -9' 28' -3- I 31' -4' 1 BUTT JOISTS AND NAIL TOGETHER WIDE
STRUCLAM TWO ROWS OF IOd NAILS • 12' O.C.
COLUUN MINIMUM O 3 ROWS 16d STRUCLAM FY1ER BL00( j LVL BEAM 125x ( 20 20 1T -0' 20' -5' 17' -10' 21' -5' 23' -4' 26' -r 29' -r (CLINCHED AND STAGGERED EACH SIDE).
DAMAGING JOISTS OR BEAMS MUD AND WATER. P_ -IGN NAILS AT tY at odL At0 ! �BA EF tp.2'
STICKERS VERTICALLY REJURED O.C. 25 15 16' -9' 20' -2' 17' -7' 21' -1' 23' -0' 26' -2' 29' -1' 4. SUPPORT BACK OF WEB DURING NAILING
NAIL BACK j TO PREVENT DAMAGE TO WED- FIAWGE
HANGER BLOCKING WITH SNOW 30 15 16' -2' 19' -5' 17• -0' 20' -5' 22' -2' 25' -3' � 26' -1' CONNECTION.
F11 F12 I F13 F14 10-1 Old NAILS
VU UF`r COLUMN CAPACITY STRUCLAM NOTE BEARING LENGTH IS O O O O t15G 40 15 15' -3- 18' -4' 16' -0- 19' -2" 20' -10' 23' -fl- 26' -5'
EXTREMIELY CRITICAL 50 15 14' -5- 17' -4' 15' -2' 18' -2' 19' -1o' j 22' -r 22' -9' s FOR MULTIPLE JOIST N STRIUCJOIST SEE
• i i - - B4 BS
AND BEARING LD#GTM. B6 NOTE MR SIX LOOM wLTr a MEMBER AND MUST BE CON- oPRODUCT N s'Ftuc'°IST
MAXIMUM DEAD LOAD - 10 PSF MAXIMUM DEAD LOAD 20 PSF O Kam• AW�'N'L NAILING GR smToo; B7 SIDERED FOR EACH WHERE A SHEATHING Rim IS USED ,S NON 20 10 ,8' -0' 21' -r 18' -11' 22' -6' 24' -8' 28' -1- 31' -3'
MAY BE REQUIRED. SEX TABLE BELOOL APPLICATION. �- SMALL _ GAP SHOW, N DETAIL F3 OR F4. D -CXN*G SNOW 20 15 16' -9' 20' -1' 17' -r 21' -1' 22' -11' 26' -2' 29' -1'
( 1/4 s DO NOT BEVEL CUT SHALL BE USED AS REQUITED IN GENERAL 1257E 20 20 15' -9' 18' -11- 16' -7 19' -10' 21' -r 24' -r 27' -4
Depth Series 12 Inch" 18 inches 19.2 Inches 24 Inches Depth Series 12 inches 16 inches 19.2 inches, 24 Inch ( 1 JOIST BEYOND INSIDE
STRUCLAM 2's NOTE 24 CONTACT YOUR LOCAL DISTRIBUTOR:
;^ 0.` 77- CONNECTIONS FOR SIDE LOADED StrucLam SAM 4.6E NAIL FACE OF WALL 0. C. 25 15 1$' -6- ,6' -6- 16' -4' 19' -7' 21' -3- 24' -3' 27' -0'
9 1/2- SJ-15 17' -2 15'-8- 14 -9 13' -fl 9 1/2- SJ-15 , -2' 15' -8 14 -9 12 -9 CLINCHED.
SJ-25 17' -11' 16' -4' 15' -s' 14' -4- SJ -25 17' -11' 16' -4- 15' -5- 13' -t1- MAXIMUM UNIFORM LOADS APPLIED TO OUTSIDE ME]A8E)t 1. USE 1{d COMMON UK NALL NAILING SPECIFIED IS FOR BOTH SIDES of J zr r :I S?-Ow 30 1s 1s' -o' 1e' -o' ,s._p_ 18' -,1- 2o' -r z3' -s' 26' -0'
SJ -15 20' -6 i8' -fl' t7' -8' ,5' -5' SJ -1S 20 -6 18' -9 16 -0' t2' -9 TINKER PLY uEUBERi 1 TIGHT FIT. � 1 11570 SO i3 t3' -4' 14' -e' 14' -0' � 15' -4' i9' -6' 21'-5-
8' -2' �e' -2'
11 7/8- SJ-25 21' -5' 19' -6' 18' -5- 16' -9' 11 7/8- SJ-25 21' -5- 19' -6- 17' -5' 13' -11' (ba PER UNEAR FOOT)
2. USE i/2' BOLTS. BOLT HOLES ARE THE SATE DIAMETER AS THE
SJ-35 23' -2' 21' -1' 19' -10' 18' -5- SJ-35 23' -2' 21' -1' 19' -10' 16' -5' NN�1 SOLTEDa i
umv I 23 -11- 22'- 1fl' -fl 14 SJ-35 26 -4 23 -il 20 - 16' -5 BOLT AND LOCATED Y FROM THE TOP MIO BOTTOM THE MEMBER. 1 NON -SNOW ROOF LIVE LOAD HAS B[EN REDUCED TO le PSF FOR SLOPES fRlEATDt THAN 4:12
i6' 1 SJ-35 1 29' -3' 26' T'- 24' -9- 19 _9 16' 1 SJ -35 1 29 -3 24' -9 20' -7' 16' -5 STRUCLAM 2 Rows 3 REINS ° ROWS AT 24' 2 ROWS 2 Rows 3. FOUR PLIES %%XA.D ONLY BE USED WHEN LOADS ARE APPUED TO BOTH SJ-15 i/7- X 2 5/16- MINIMUM ' L
DUES AT 1Y ac- AT 1Y &C. ac. STAGGERED AT IY ac AT {' e.a SIDES OF THE ME1NBOt Sk-25 5/B' X 2 S/16' MINIMUM •AOpuC GUIDE VARY FROM 1/<:12 TO 12.t2 LONGER SPANS MAY BE POSSIBLE -SEE
1. IJVE LOAD - 40 PSF 4. THIS TABLE MAY BE USED FOR SIMPLE OR MULTIPLE SPANS I f SJ-35 1 k 2 5/16' MNMUM I NOTE: STRUCJOST Bl°p(IMG
OR WOOD X- BRACING
EXTERIOR SPANS OF MULTPLE SPAN JOISTS MUST BE AT 2 430 640 580 1160 1320 - . VERIY ADEQUACY OF THE BEAM• 1 3 SPANS SHOWN ARE FOR EITHER SIMPLE SPANS OR MULTIPLE SPANS, EXTERIOR SPANS IN
2- UVE LOAD DEFLECTION I$ LIMITED TO L/480. HANGER , REOUIRED AT "LNG uULTfmu *WAN A."PU�CATIONS WiST BE :.EAST 40% OF ADJACENT SPANS
LEAST 4oz of THE LENGTH L THE ADJACENT SPAN. 3 320 480 440 eeo 1760 Ft 5 F16 WEB STIFFENER F17 FOR LATERAL SUPPORT F1 B
3. SPANS ARE BASED ON GLUED/NAILED SHEATHING, REDUCE 5. SPANS SHOWN ARE CLEAR DISTANCE BETWEEN SUPPORTS. 5. vA_uE3 LISTED ARE FOR 10DS STRESS LEVEL. WCRE.•3E 15X Fat SNOW ISO
SPANS 10' WHERE SHEATHING IS NAILED ONLY. 4 - - 390' 780' 1560' LOADED ROOF CONDITIONS: INCREASE 25% FOR NO► SNOW orrs CONNInuNS. ATTACHMENT 4 LD4GTHS SHOWN ARE HORIZONTAL CLEAR SPANS