HomeMy WebLinkAbout1196.97.14-
......._L. ....... .1�.�� -._ter- . _ . ... •^ �� - � r���� .__ .� ._.-.. _ • - -. _ _ .. _ .�..._r......._.�.__..__..y ... .- _. _ _ �,. � - _ ..__ ., . _ _.... _..... _ _ _._ �- _ _ .....- � - -,i ' -- " ^�
./ - - - i - •.. - N 'fit "� " � �:
Floor Framing Information. (Form No. 581 USF) 5/94
• Olucking r
2,t4 niln, 3/4" COX `M`a
~ panel sguasA blocits plhwoed thrrr TN nt»tt x {.
-- -- TYPICAL ��� SYSTEM c beard ;� . � ,eg
c f Bearing
plate ,.
one 64 noit
e aeh side o1 c bao�d F
TJl at bearing
Ti
(typical). Too--NatT crrr 3/ ood rich « i.S�`.
k6croUarn LVL jolts• O oo " �
•� A t A2 d
dM
Sec Notes 1 2 3 See Notes 4 5 See Notes 4, 6 See Notes i, 7
CBlocking panels used Load bearing BlorJcing Load bearing ;T
for corner brain 2X4 min_ ilosirra,.
0 9 wolf Isom. pater wol'frohn � y
^� when requited above \ d►4nre blocks
A5 M
cc
t � y
A4 2 4 1
Eyy
Y
d.
O . F "e
Oy 3/4' CDX gearing Plata
K Ht o plywood rim 3 t /2' w;W&e
B1 w AA6 B1 d intetikx support 82 [ E)
See Notes 2. 9 See Notes 2. 3. See Notes 5. t0 �,/ See Notes 2, 4 2 't+tt Affil `i'
CZ 4'-fi length of 3/4' CUX 4' -0' length of 3/� '-0X 6` lor4gltn d 11N .loot reinlo(corrrent 1r of ,
L5 y reinforcing on one side reinforcing on troth old" with t'�. t)" .4' l ngths at 3
9 11f and i 1 7/mr dep�r�a/�inf
v ;� an J.
tW
Sea Warning c
Notes below O
5 •
4p 2, -a Max_ g ti
Q3 Meer. p
OA6 } MoX. ; � r1Aax.
� E2 E3 E# E�
Braced end H See Notes 2 4 See Notes 2. 4 See Notes 2. 11 See Notes 2, 4
wall. See '' _ _+
Ai Note 3 below *:
DETAIL E4 DE(AL E5r E6.'
� y LOAD BEARING CANTILEVER DETAILS DETAIL E2. E3
:.,L ; C
Sae hole charts, In the Residential Products .o A
VON
Builder's Guide or Spol*oes Guide, for allowable
.web holes and required distances from support. � 4•� � -A
4•-41 Wr s 1 /l� «w 11; 7%1 `
3/4' X Ur COX plywood mWistosn ent ism 004L
` mdcbkq the TA joist d4pK face vWn Attach TJE deist r�omm "Mr! �!
i as hdrit:o ntaL Attack wM 8d rob at d o.c , with 3 rows of 10d 6@1116 d f 4z-
Reinforc as required wlion both trails Se �'etit�►:OQlnM.
in9 9� 9 ��+ �9A•r I� twat Mork -end dttcf�
r WARNING JOBS�1'E STORAGE see Details Ei through E6. add lieges• Sea Msh 4. � Nets 1t. �. �s
C3 Top mount 8ocker block. install tight b Hooting plate. Sold block post loads froM
�
PROTECT (COVER) JOISTS FROM
JOISTS ARE UNSITAME EXTENDED EXPOSURE TO SUN AND !hanger bottom (bnga d face nail hanger 'tinn" t ace al obbw 10 #Narlrp Pict. below. , .r
1 IMj & 6AAC" LATEAAL.LY WATER. powta wall and beam. { r
ac as
HRACWG 94CWDES:
• BLOCKING AND HANGERS j
oL itffet
- •STRUT LINES !
ATHIIN OU NOT stack buiWttq 1 111 I I h 1 l l 11 1 p roc nad
block tad 9►9ir
DO NOT allow workers •SHE materials on unsheathed joists. I 1 to hanger 8odcu block, install air
to wall( on joists until Stack t3flly owf beams or Wags. G Face nail hanger tight to top ftwvn d to aw .
braced. MURY MAY.
See Nate 4 below. :. with web stiffeners t alount hangers• tJlsi 3*1tld Hall
RESULT. See Noes 1, 2 d rt t12 N3 t J f i R 1
See Notes 12, 15, 18 See Notes 12. 13, 14 See Note 15 �./ See Note 5 `��✓✓ T`N%h siffns 'I0~
alt 3 below. °D
Vi�AANtNG NOTES: \ NOTES FOR TYPICAL FLOOR FRAMING DETAILS
-- t- t 114' 4n,nx,m end bewinhg is tequtred lot all Residential Joist applications. 3 t/2' minilftm 11. Use 6' length of Tit JoiO for teinforcemtlM Witt► $antra longffh fiwsr. except at 9 tl1' afro 1 t'7llll'
Lack Of eOr1CtKTt ifOr �fOpef b(aCinQ dUfklg tconelructlOn Cafl �eeNM N beating is reg,,rfed when joists are contattious over intermediate suppotts. depth joists where,C langM d' 131 Joist and 151191 are Svfti ant, Mach TJ{ JOW rsiirleseafaarM tb
eerlaus ��a, UndW nori nel condkilone If the follOarM9 era - ist 2. Blocking panels are made o1 shott pieces d TJN Joists a Mic:rollam- LVL that are cut to joist web with 3 rows of 10d nails at W oc. dinctwd (2 taws with 9 1121' all t t 1Nt`tltlpih "jaRta} ' .. �,
ht between joists At a bearing that is skewed to the joists, blodcirq patots are in ionded to be For material, see chart below.
Obeent", accfdentt wIN be avoided. "� skew cur with the panel length adjusted 10 provide full contact with ore joi51S. 12. Web stiffeners are required for lateral support of •he joist it pie Sloss d sM hoMW d1if" gdmid" •,- � ° .;�
3. i,,: Joist biry*mig paocls ate litailed to 2000 f tF of vertical load i'SMIN. to at least the middle of the by flange. R.
4. COX for rim hoard. temicxcing or closute called oil on this plotter form total$ to 314' Ct)X plywood 13. Filler flocks: Nail with 10- l0d na4s (3 112' 16d nails kom Oath side ipr Tiv% Safi" 40isuj
1. AN ha rs "and rim 3. T ar strut Yves of 1 x 4 4. Shoat► ' must be totally • usf STICKERS �oEOUATE
b(Otjr� tlge g(TlpOr y y \ o other 3J4' ex(ertnr grade APA 49124 rated sheatiur►g that is cut b match this lilt depth of ue joist. For rnaleriais, sag tdhart beiow.
joists at the end supports of (min.) must be nailed to a attact*d to each joist before Totaou AoTOtn r.aro s. vertical 214 (mi,h) squaslh bloc sera cut 1 /16' longer than the depth d the joist. 14. Backer blocks. Typically attached wits t0• 10d Waits. for materiots, irsats+sr: ireloW
the joists must be completely
braced end wall or sheattled additional loads can be placed Ar+o WATER tAPPtiOttNAATELY s. 314' cox t1tn, board is limited 10 1000 PLF Of vertical bad hanstet. Typically used br atingle i:toty 13. Hatrgen selection and nawgsrp tnersi t>• oontpatibte with Mho applirvatioti.
installed and properly nailed. area as in note 2 and to each on the system, aot,tieaaons and second story of two stay applications. i t
2. Caleral strength, like a braced jest. tAfiiluwt this bracing, Ends d cantilevers require to' o.c t t�' -1. Uvot,le 314' COX rirn board and single TJf Rim Joist are limited to 2000 PLF veracat IOW trWww,`
�n9• Typically used lot list stay of two story applications.
4 r i
end wag or an existing deck, buckling sideways or roll over strut fines on both the top and S. i 714' Mir,onam' 1 VI rim board or blocking is Nmrted to 5145 PLF vatticat bad kanslor. E4 it. 2Xti etc 2X i ft2'. �
' nnUSt (ls es1ab11Sirtld a! the is i lily probably under light bottom flanges. Tu-,L- wSir„rhd• t St, rim board is xmitod to 3450 PLF for 1 114' thickness, and 4000 PLF for
ends of tine bay. This can also construction loads -like a 6. The Ranges must remain 1 tn• thickness fit 13 1 1n• 3x' 2x'". tt mfr s
t>8 aC(:OnnpliSttt3d loll 8 1t31npora(y worker and One layer Of straight within a tolerance Oi 9. in accordance w,u, some t>t fAding codes. bracing or blocking may be needed along the first 4' of all
no ptYvwoG i
bearing walls and at leas! 4' kw every 25' tihereaher Thus requNeniom can be sauisbed by using 14 1/2' or Sit' 914'`' i' net t tb ti
or per(nattent deck (sheattlahg) unnaik.•d sheathing. 1!2' frottl Ilse true alignment. blocking panels. Ck,nt,rh,tous wan si,eautaig, o am method alkrwed M Itho code. Plywood t
nailed 101trC fNSt 4 feel Ol fOlS(S 10. Bloc" panels of verlicat 2x4 (mmj squiasih,blodks on edcli side d the pests should be used tW
!tarsier veibcal kmos born bearin walls above to bear below) in addition to web i11414IM S ' Fa ; t ?' rend it 7R' de0tr. its• 20(ws. for 1s' and t6' depMia rM 2rWya
at the end of the bay. [ : Fix 9 ur and ?t' M d$P" vas 2.i a, for 1t' and ti' d.peu ea. tai f
when focluit eci °rarer and garlcM t�lodr MrpMhs. +r -Ad eiaoon f!"dare i•q-ed trelfrq wr9tout wit ft
• STORE JOISTS AND BEAMS ihJ
VERTICAL OPAENTAT(ON. • DO NOT STORE FLAT '" ¢
TJt jest webs may be cut to accept plumbing hoes or
ventilation ducts. TJf Dist Ha
I nges can NOT be cut. E
Aitefations to Microllain" LVL can be done only with °• ' ' 4.
pfior consent from Trus Joist MacMillan Engineefiny
C3 Top anatait
O O o o, \. Foce nofl
Trimmers hanger PretecE .aped -iq ix
.r �`, direct cefdodt With
Keep large holes at center of span E °a L 1 t !2 t_3 ,,t
tv See Note 1 H See bate .18 See tfeote 16. t8 Sew., lip . i8" .� =? COX
; '•� 8a length 1s the nrtrrrrktt; termed 3L$rrtrlsnQ kill wk* "!'�7�!^�"• �•`� '� c �n"�"Y•'. ~ i°
Ntnle charts in rite Residential Prodi."s OtAder's Guide Or NOTES FOR Mrcrotiam' LVL of PsratlMm* PSL �tl fl
DO NOT ciA of notch T.JI 00 NOT cut, notch or drip " ttieasinfYdin rte firetiion of tths span.
St,l3cifie f'S Guide gives requited distance (turn Sui,f►ort 16. t4a+tg•,rs sp, c,lu::.11y c1•�sKlrhot3 for'strplxxting or harigwtg M,uaoNa.n` l W: and r'ataMaeti PSA her s GuitJlt ibr'rihttjit(iW t#rAit F• t>i!rn fd f4da 4(rlo
iota even Sit@ t)t,tote lwst ffartgas. hates Iry Mtcrollam LVL are fetxymmunded and available. 1b. adm"eoet++ t . r w•
or Pafaftam PSI.. f7. Colunnu caln a,u t,tl.jn tegiti,ed to provide sutticsont beafuhq ku.rtte beam o,gadef' " addifioNai rhatbnp o► batlttq hv.rokfcsted
r
Th#t 'a . •u lama•: to cite (iesWu,hlial Ptrxhtrts . srilNu'a GulAe tttrd/oi eundot "a fakikle
Mtk ro9 ui+ f'u:tttant . Sit i ktor . i.H , iJ Xpurt Aix) (Nttl,t ryu:•rxf aua ftdchimalks ul rnis Joist MaWAla", a rwrMutl p.t,bwrsr„p, Boisu, Idaho � �
1'IwHu,r lit tla) 11.5. A