HomeMy WebLinkAbout81 Winslow Gray Rd plan 7Do not supponjoist bytop _� �_ �- MULTI -PLY LVL CONNECTOR SCHEDULE
LABEL LEGEND
DO not cut, notch or drill flanges flange and/or web. i '` _ - -
ZO
Donot out holes near bearing support pm { -- Y BEAMS)
NON BEARING WALL - - -
r SCREWS ARE REQUIRED FOR 4-PL
PLYS NAILS NAILING PATTERN SCREWS SCREW PATTERN 1J1, 2J1, ETC. -FLOOR JOIST
M71,
K µ` 1 - - - 3-3/8" WSWH338 24" O.C. ONE SIDE 100, 200, 300, 400 - FLOOR TRUSS U
j SEARING
CoF U 2 16d SINKER 12" O.C. STAGGERED
a... --
v�
LEFT � ---- - 9f
FLOOR TRUSS -- 16d SINKER 12 O.C. STAGGERED 5" WSWHS 24" O.C. ONE SIDE 500, 600, 700, 800, 900 -ROOF TRUSS Z � I
!%.M_--d.a-roLEFT El` D INDICATION HD4-DRP' 3 ( per I _
Boise joist hole chart. iN0►Ic•ATl+ti BOTH SIDES OF BEAM) '
- "n- 4 6-3/4" FL634M 24 O.C. ONE SIDE RJ1, RJ2, ETC. -ROOF JOIST
- - - -
- -- MAXIMtavl k400 Ibs/f t VERTICAL LOAD 1131, 261, ETC. -FLUSH BEAM
MAXIMN 4400 Ibs/f t VERTICAL LOAD
LOAD BEARING WALL ABOVE FRO&E LOAD BEARING WALL ABOVE (PROVIDE i FLOOR BRACING AT END WALLS j TRANSFER GARAGITY. TRANSFER CAPACITY.
BLOCKING WITH OR WITHOUT WALL ABOVE) / BLOCKING WITH OR WITHOUT WALL ABOVE)
1B1-DRP, 2B1-DRP, ETC. - DROPPED BEAM
-JOIST BLOCKING PANEL, USE Floor Sheathing Fastened to Floor Blocking 48" o.c. Max. -2 I/2" (8d) NAIL FOR EACH J0{Sr
I -JOIST bLOCKING PANEL, USE Blocking Per Nailing Schedule f
(1st Joist Space)3„(IOd) NAILS Ar 6" OG- 5' (!Od) NAILS AT G` O.G FLANGEBLOCKING PANEL (Ibs/f t) 1 8d Nail at Top t- sd ray Nail each Face RBI, RB2, ETC. -ROOF BEAM
b-OCKING PANEL (Ibs/ft) Flange - _-_-- H1, H2, ETC. -HANGER
MAXIMUM VERTICAL LOAD MAXIMUM VERTICAL LOAD -
TRANSFER ? - --I ----I NAIL EACH 51DE WITH AIM X W
TRANSFER Rim Board Per Ptan -3" (Iod) NAIL
J015T PEPTH b s/ f t JOIST DEPTH b s/ f t AIM k
1-2 !j2° (8d) NAIL FOR EACH JolSr R1, R2, ETC. - RIM BOARD p
2200 .F-See Note a. I
9 I /2" 2200 I Rim Board to Top I 1 t /2
- ----- FLANGE
900 Plates Per Nailing, - -- INSTALL I -JOIST AGAINST RIM IBLK1, BLK2, ETC. - BLOCKING
II D/8" _ '
II 7/8" 1900 _-_ _ l
p" 1300 14300 Schedule -- - -� F�0.' TOE NAIL RIM BOARD TO PLP,TES WITH DI
G" IIoO I �VDAT BOARD FOR PARALLEL WALLS FOUNDATION OR 2 !/2" (8d) NAILS AT G" OG, OR WITH
14" 1100 ALLMfLOORI/AND ROOF PETALS AT ST�I�V w STUD WALL '�
I 1-Sri Nail at Bottom 1- Ball Nail, One Side Only (Toe Nail on Both � 3 !/2"' (IGd) NAILS AT 12"' OG LG1 LG2, ETC. -LEDGER
BEARING WALL 05 BEAM BELOW BEARING WALL OR BEAM BELOW Flange Sides When Using Rim Board For Blocking) w�l� Tic NAIL RIM BOARD TO PLATES W/
i (;2° (8d) NAILS AT �OL. OR W/ NOTES iPAD / iPHOlVE 0� r
NOTES: NOTES:
onl a. blocking panels are to be used in dry conditions only. Sill Plates or Top Plates N0TE5: o /u as NAILS AT 12 d I VIEWER
a. blocking panels ore to be used in dry conditionsy oar and tower P1, P2, ETC. -POST DOWN
r floor. and lower b. blocking panels are to be in full contact with. upper i a. Dimension lumber is not suitable for use as a rim board in engineered a. Dimension lumber is not suitable -for use as a rim ooard in engineered
b. blocking panels are to be in full contact with upper NOTES: Joist floor systems.
DOWNLOAD
wall plates. wall plates. Jnsto11ori systems.
P to act as a load transfer a. Additional rows of floor blocking may be required for high wind zone b. Install rim board to fully bear on wall plate and toe nail to plates b. Install rim board to fully bear on wall plate and toe nail to plates I= -
c. Iockin panels must be adequately designed to act as a load transfer c. Blocking panels must be adequately designed Reference the floor framing plan for additional blocking requirements). per detail -POST UP
B 9
and roof above. point for gravity Toads from floor and roof above ( per detail EWP
far gravity loads from floor and connections provided at perpendicular I. NOTES: c. Rim board is to be full height of joist c Rim board i sto be full height of joist � INSTALLATION
Dint y b. Blocking a C p the floor diaphragm re uired to
P 9 9 and is an integral art ofq
panels e. Use 3" table
nails at u vertical
for blocking panels. i ttrussorjoists ace and shallbes aced
d.Use 3" Iotl nails at 6" o.c for blocking p to floor framing members in thefts 1 p p a Start nails at least I IA' from ends to avoid s�littin .flan e.
( ) load transfer per 'Dist depth / splitting 9 d. Rim board is an integral part of the floor diaphragm .required to resist Rim o g p
for maximum vertical load transfer per joist depth f See table for maximum vertical P P maximum of48"o.c. (See schedule for requirements). resist wind and seismic loads P1, CP2, ETC -COLUMN CAP / PLATE
e. See table ptq ( g g a ) I b Driven nails at an angle to prevent splitting of bearing plate. wind and seismic loads GUIDES
f. Provide aminimum /2'" surface end bearing: f Provide a minimum !I/2' surface end bearing.
--------------
--
BP1, BP2, ETC. -COLUMN BASE /PLATE
® w o � w
PG r FROM ABOVE Q Double BCI Joist HD1-DRP, ETC. WINDOW / DOOR HEADER J W w 0 L
NON-LDAD bEARIN6 FRAMING FILLER BLOCK F58-B
Connection _.-___.__ Q J W
ELEMENT Backer and Filler Block Dimensions_ -- U � W D Y 0
. BCI®Joist Backer Block
JOIST b-o(%INO. REgUIRED
Series Thickness Filler Block Thickness m� 4 Q Z p
AT CANTILEVER FLOC
• 3/4 or 7/8 Two 3/4" wood panels or 2 x _
Filler Block 5000S 1.8 wood panels C� Z W Q O
RIM OARD GL05URE //se e Chart) - „ n Q O O cn Z W m Z 1- EL W
R B l
1 1/8 or two 1/2 2 x _ + 5/8" or 3/4" wood panelCL
- -- -- - 6000s 1.8 wood panels - -- -- W O W W W O a- d
i er oc i ng Pattern 1-1/8 or two 112 „ „ I--
Series p 2 x + 5/8 or 3/4 wood panel W Elmo
6500S1.8 G1Hf!)W� `�WtAZ
FOUNDATION, CAM OR n row s eac side - nal s - - wood panels -- U
" 2 x 6 + 5/8 Plyw ood „ Web -Filler - 1-1/8" or two 1/2" Z Z
5rw wall 9 112 O Z Z tL
AJS-5 @ 10 o.c., staggered & clinched Nailing 12if OC 60 2.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 2 W O � (D Z
Sa_lb bI nLL AJS-10 11 7/8" 2 x 8+ 5/8" w ood - _- _ O W a) U Z � Z
POSTS FROM ABOVE 3 rows each side 3-1/2 16d nails g0 2•0 2 x _ lumber Double 2 x lumber
M W Z W
l�lAk qg„ ro BEARING BELOW AJS-20 14" 16 9 @ 10" o.c., staggered & clinched
AJS-140 2 x 10 +' 5/8 Plywood W W U) I.-
FOUNDATION, BEAM = W ~ = J
FO 5rTI WALL s, a nals Connection valid for all applications. f- m _' Z00
O
99 rows eac Contact Boise EWP Engineering for specific conditions.
9 1/2 2 - 2 x 6 @ 10 o.c., staggered &clinched
--- - err--
AJS-25 11 7/8" 2 - 2 x 8
3 rows each side 3-1/2" 16d nails
---- @ 10" o.c., staggered & clinched
14",16" 2-2x10
1ME� �T1�1 ENEiz - SIDE LOADS WEB sT11 �ENER -TOP LOADS
W
CONCENTRATED Notes
I
5 5 X DING
FACE MOUNTING HANGER LOAD E GEE
WITH SIDE NAILINO AND 1000 lbs 1) Filler block is required betw een AJS s for the full length of span.
/8" GAP HANGERS THAT DO NOT
SUPPORT TOP FLANGE 2 Leave 1 /8" gap between top of filler block and bottom of top flange
rlc�Hr FIT
_....... STRUCTURAL 2" MIN
` PANEL WEB 4" MAX For to loaded conditions only. For side loaded conditions, consult the Boise Cascade Installation Guide _
2., MIN i ;.' STIFFENERS 3 3' (lad) -NAILS p
4„ MAX i FOR 9 1/2", AND I------_� I ■
II 7/6" I -JOISTS
(10d) NAILS ----- �JOISt �JOlst
fop,9/2 AND 2' MIN
I-JOIANP A„ MAX
2"' MINll STRUCTURAL
4" MAX PANEL WEb
TIGHT fir STIFFENERS iLL
1/8„ GAP 0 LU
3" max " max
Boise I -Joist can be offset u to 3" to avoid vertical plumbing. Z
P P g � -�
Multiple Member becims W6 Mill
3 " Versa-' am Nail Pattern
Side Loaded Connection I /A
S T ELEVATION
(OTHER STAGGEREJ7 PATTERN `- FRONT
Ha
I AILS 3 PLIES NAIL A5 APPROVED BY ENGINEER I
I f RECOMMENDED, nder with double portal' frame
SIDES Extent 8f h� �, ..6 mi _
ON Bom AGGEPTABLE - t P 1-
=01
SEE GItART) )
TP Y ICAL
4#�/O braced vvclCC one s�
MIN. p W
.,,�-, ;max ;h ,.•�a�;�E.� .::_._ _
Extent' of header with single portal frame
Cfl �
2 MIN.
1/ . braced wall panel)
.v
N 2-! 2„ MIN
2-1/2 MIN.
°•°° ' 2'-1$' finished width of` �,pening Tension strap; _
_ -/2 MIN.
for single or double portal
' MAXIMt,M UNIFORM LOAD SPACING SPACING END. � ,` ' ` �
51MP5GN HANGER villu
MEMBrR ' ' ` Fostn tc�p plate tOW
- NUMBER Of (Ibs. PER LINEAL FEET) q" MIR - 2k° MAX. A' MIN - 2G" MAX - Ponymall
f htiader. F=ten wnS3 � � � ,- your /- 1
MEMBERS 2-ROWS 3-ROW6 h eight Ir
F20 l80
. stud to tlt":{7Cler T �
t
U _ header.: # ^ 511n. x 11 1 }}l gllam
3 a 3 0 85 f + a + r,u
- • Min, 7 76 wmd k
teal -header prohibited. ,/
S t� ;, . _.
k`
ot�arol anal
NOTES:r4 .
• ides
f I
_ both
3 lace member must occur on ICi t0 h9GIC19f' S�9�bth:lrt
i I pattern for Ft3st$1"i sh��atll 'g
a. Na �-
P P �
b. Nail values, may be increased by 15% for snow - load roofs and by 25% for
oafs where building code allows.
NOTES: .c
non -snow g
,� T�+}at�al Portal
v�
n with members engineering report, if different, o.Verify screw pattern with members engineering report, if different,
c.Verify nail patter 9 9
engineering report will supersede this detail ' °m
engineering report wi I I supersede this detail. I. 9 9 P P s ( + frame dtanrudti4n
00
--------- -- - ° a� Hewer tt ..�ck-stud wap� on both' sid
------ - +, 1 • irf, double post
- ---- 1 0 -a „ ri dsit side of h tlthir7 M
,J of opening R.p g t w
PROVIDE BLOCKING PANEL TYPICAL LVL HEADER BEARING o
X �4;Cn�r and }4cks suds , 4 .
OVER BEAM, TYPICAL r h
1-3/4" MIN. o
- + If needed, punet
U
v
n.
PLAN, l Mtn, double 2x4 framing covered with
/ SILL PLATES PER Ctil f
�. s ICae etic�es �hcall
7 16 th lck wood structural .panel
SET ON SILO SEALANT mtrl, ,�
1J r i t y
, occur over and be
= -
r
.._ .
she. � � ,
nailed to C�J�YItTIt'll`5 �_
MINIMUM 1/2" AIR GAP y
1 naiakin
MOt� tft'r
�rt�f;+�1`4
BETWEEN CONCRETE AND
BEAM ALL SIDES
- / Mtn. length of panel
LVL BEAM PER STRUCTURAL j
i Y I PLANS, NUMBER OF PLIES j
MAY VARY
Imi
d
SEE NOTE 'C'
7A ER ,- HIGH R-YAL III 'TEE RI BOA11D
l CEP TIp� PERP��anchor t��l-Es
RAP,1�
HEpo
Intermittent Graced wall panel
NOTES: ' � � t ,
t to be a minimum of 4 1/2" deep (u.o.n.) require{ .adjacent opening for single`
a, All beam pocks s Anchor �0lts
b. Provide a minimum 1/2" air gap around beam. i pG portal >frame El�llle@reFloor'5@1115 �1lll�l il3l' I.sbllll
reasure treated block or 1I4" steel plate, cut to fit, LE �I�'
c. Beam to sit on a 2 by p j 0J13 (uQ
' h densit concrete. 2 and 5 1 rnernbers use I/4" x 5" x 5" I � � 1-slt15X9 � Q� PreCi510f1 �d Trlfl'1rCle€ I-�vss�, Pre -Cut Holes,,
on a bed of high y ply 0 5
steel plate, 4 ply members use 1/4" X 6" X 8` steel plate ! Method PFG - Intermittent Portal Frame at Garage Door Openings in SDC A, B and C
d. Beams to have a minimum surface bearing of 4". � �� ��'9lliD �i`£c`Yt. �1 --"�" .f ?
s Pre -Applied Sub -Floor Adhesive �t Insulated im�ard
- - COLUMN CAP SHALL BE FASTENED Dws section of materials
LVL BEAM PER STRUGTt1ZAL O COLUMN AND BEAM AS
AM r0 BE FASTENED LVL ivEAM PER STRUCTURAL BEAM TO bE FASTENED MEND BY MANUFACURER. z
BE PLANS, NUMBER OF PLIES
TO TOP PLATES A5 PLANS, NEjVBER Gf P IES r0 TOP DEATHS A5 B. DO NOT EXCEEED COLUMNS AND w
MAY VARY APS ALLOWEBLE LOADS. SEE i
SterG 6TED by MFG .. .. ANUFACTURER'S CATALOG FOR ■ ■ ■ ■ raj
SY�GESTED BY MFG MAY VARY �M I� 4
SIMPSON MST628 5TR,AP OREtNFORMATION ■1 j Assembly Solid R1 ■ Barrier
DOUBLE TOP PLATES DOUBLE TO' TIE APPLIED TO BOTH 7 T
PLATES SIDES OF TOP PLATES _A$
. ....:. - � ,Itrr Insulated Rimlaoar consists Helps to mew Massachusetts Stretch Energy Code 10
-. .. urethane One step insulates a difficult area in floor construction �
r PIGAL wall STUD ;,_. �x � r � tilt two Ci51s boards and R�+�i► �'' P �, I-
TYPICAL WALL STUD Y IlE
i htl Mil APA PRR 01 for non-structural ural rimboart C/) � Q
z RE UIRED P05T r0 ¢ REQUIRED POST TO
ffdam aclhercl �eeate # + if _ M -' Con
J N �i
Q�,t,. ..: k N
W
� � PST AM PER r u3 ,� _ ,,� _ .,_:. ,. w - ,._ a-. 3 thlC SUP BE _ nt - sirlbled 12 tt. ltsn s �/x ■ ■ ■ a o
_ .0 ,�, : x _ �.�. �.. .,.. barn r far the �rlven a r� s 9th . � � c, .�
� � AM �, �. ._ �,, ,,.: .� .-.- � u. ; .. a., ,: e�aled• hi 1t R value e P . � '� 5 PP T BE PER 5 AL PLAN
STR TURAL PLAN
0 r Wood Prod Division M Z N W
y. Pt* ` l�' ` } ` : erimeter of the ibeltllne. y llti to l[ s. g , 71 '!s"and 4 E o N ? m U A
_ ¢ SINGLE SOLE PLATE ti R
51NG^LE SOLE PLATE
w/ k ,:x<... - _ _-r, F. ..,_. ,g __ . _ _'M1 `:#"3� +'.F - +-�M.F ..Yy. _ �.'*z w E-•..
5 Ar INS
F 0 HE H
SUB L
s -FLOOR 511EATHlNG
...,.... ._ ,., - ._. -. � ,.. ... ... 4 .,• .. y . - r[AVE BEEN PRODUCED
UB THESE DOCUMENTS HA
> LATEST DATE OF:
.. �,. � • _. ,, .. .: - , ,;... - -, ... :.. , .. .. r ,. ... - FROM PLANS WITH A
P SHALL BE FASTENED
se �, w
LUMN CA S L.,.I . CO�>
N _. _.. _
.:.: ,.A, , ,. , _�� Rec'vd 1-31-2D23
2 STRAP COLUMN AND BEAM AS -� ,..% _ �,�. � ` ;
6
tm51MPSON MSTAM 4 R O CO ,, ■f� .
OGKIN RER. TRANSFER L Y MANUFACU B r MMEND B
CE
NTER
N TE R ECO
AL END -,
T� OTH P L Pl Y A � � A PEEP T TYPICAL ��_ a w
E B TY
t�SYSTEM� O � . D NOT EXCEEED COLUMNS AND .::= - _, , a: _ t: __.� -- •- ,.':�>��.a
BETWEEN FLOOR O
o v r SIDES Off SOLE PLATE
A5 REQUIRED APS FACTUR BLS LOADS. SEE COLUMN CAP
COLUMN CAP ;�. _�.
- � ANUFACTURER'S CATALOG FOR
0RE INFORMATION 6
DxAwnvG #: 5 OF
-- TRANSFER BLOCKING BETWEEN FOIBLE TOP PLATES OR - (K E C C Q }
PGUbtf TOP PLATES 0R FLOOR SYSTEM A5 REgUIRED SILL FLATES
SILL PLATES