HomeMy WebLinkAboutFloor Layout - CM 6071Connector Summary
PlotID Qty Manuf Product
H1 1 Simpson HHUS410
H2 1 Simpson HSUR410
H3 4 Simpson ITS2.56/11.88
H4 4 Simpson IUS2.56/11.88
H5 5 Simpson IUS3.56/11.88
H6 1 Simpson HUC410
Products
PlotID Length Product Plies Net Qty
J1 30' 0" 11-7/8" AJS® 150 1 1
J2 28' 0" 11-7/8" AJS® 150 1 13
J3 26' 0" 11-7/8" AJS® 150 1 6
J4 24' 0" 11-7/8" AJS® 150 1 8
J5 22' 0" 11-7/8" AJS® 150 1 4
J6 18' 0" 11-7/8" AJS® 150 1 5
J7 14' 0" 11-7/8" AJS® 150 1 3
J8 10' 0" 11-7/8" AJS® 150 1 6
J9 6' 0" 11-7/8" AJS® 150 1 1
J10 4' 0" 11-7/8" AJS® 150 1 1
J11 2' 0" 11-7/8" AJS® 150 1 2
J12 20' 0" 11-7/8" AJS® 25 1 13
J13 20' 0" 11-7/8" AJS® 25 2 8
DB1 20' 0" 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 4 4
FB1 12' 0" 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 2 2
FB2 10' 0" 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 2 2
FB3 8' 0" 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 2 2
DB2 6' 0" 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 2 2
FB4 6' 0" 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 2 4
FB5 12' 0" 11-7/8" AJS® 150 1 1
FB6 6' 0" 11-7/8" AJS® 150 1 2
Rim 1-1/8" x 11-7/8" BC RIM BOARD OSB 12'0" 1-1/8" x 11-7/8" BC RIM BOARD OSB 1 11
Blocking 11-7/8" AJS® 150 48' 0" 11-7/8" AJS® 150 1 1
OFFSET ONE JOIST UP TO 3" IN
EITHER DIRECTION FOR DRAIN
CLEARENCE, NOT TO EXCEED
SUBFLOOR SPAN RATING
Connector Summary
PlotID Qty Manuf Product
H1 2 Simpson HGUS414
H2 1 Simpson HGUS5.50/10
H3 3 Simpson HHUS410
H4 3 Simpson HSUL410
H5 13 Simpson ITS3.56/14
H6 1 Simpson IUS1.81/11.88
H7 42 Simpson IUS3.56/14
H8 5 Simpson IUS3.56/16
H9 1 Simpson HUC410
Products
PlotID Length Product Plies Net Qty
J1 24' 0" 16" AJS® 25 1 12
J2 16' 0" 16" AJS® 25 1 5
J3 30' 0" 14" AJS® 24 1 1
J4 26' 0" 14" AJS® 24 1 11
J5 22' 0" 14" AJS® 24 1 2
J6 20' 0" 14" AJS® 24 1 16
J7 18' 0" 14" AJS® 24 1 16
J8 16' 0" 14" AJS® 24 1 1
J9 14' 0" 14" AJS® 24 1 3
J10 10' 0" 14" AJS® 24 1 15
J11 8' 0" 14" AJS® 24 1 3
J12 6' 0" 14" AJS® 24 1 7
J13 4' 0" 14" AJS® 24 1 1
J14 2' 0" 14" AJS® 24 1 2
DB1 14' 0" 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 2 2
FB1 24' 0" 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 3 3
FB2 10' 0" 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 2 4
FB3 8' 0" 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 2 2
FB4 6' 0" 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 2 4
FB5 4' 0" 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 1 1
FB6 4' 0" 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 2 4
FB7 8' 0" 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP 2 2
FB8 24' 0" 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP 4 4
FB9 26' 0" 14" AJS® 24 1 2
FB10 16' 0" 14" AJS® 24 1 1
FB11 10' 0" 14" AJS® 24 1 1
FB12 6' 0" 14" AJS® 24 1 3
FB13 2' 0" 14" AJS® 24 1 1
Rim 1-1/8" x 14" BC RIM BOARD OSB 12' 0" 1-1/8" x 14" BC RIM BOARD OSB 1 10
Rim 1-1/8" x 16" BC RIM BOARD OSB 12' 0" 1-1/8" x 16" BC RIM BOARD OSB 1 4
Blocking 14" AJS® 24 14' 0" 14" AJS® 24 1 1
OFFSET ONE JOIST UP TO 3" IN
EITHER DIRECTION FOR DRAIN
CLEARENCE, NOT TO EXCEED
SUBFLOOR SPAN RATING
EWP - DETAIL SHEET
QUICK REFERENCESPAN CHART BRICK CANTILEVER DETAILS
Floor Spans for I-Joist Max Spans Recommended Spans
11 7/8" PRI 40
19.2 o. c. 18' 2" 18' 2"16 o. c. 19' 7" 19'
12 o. c. 21' 6" 20' 6"
11 7/8" PRI 80
19.2 o. c. 21' 4" 20' 4"16 o. c. 22' 8" 21' 4"
12 o. c. 24' 11" 22' 8"
14" PRI 60
19.2 o. c. 22' 2" 21'16 o. c. 23' 6" 22'
12 o. c. 25' 9" 22' 8"
16" PRI 80
19.2 o. c. 26' 11" 23' 11'16 o. c. 28' 6" 25'
12 o. c. 31' 4" 27'
All spans are Max Spans based on(L/480) with up to 1" of deflection
Recommended spans are at (L/480) with less than 1/2" of deflection
Deflections listed represent live load only.
Not Valid for flat roofs, decks or floors that must carry walls for ceiling
joist or rafter support.
MULTI-PIECE BEAM
GENERAL NOTES FOR MULTIPLE-PIECE BEAMS
FASTENING PATTERN
Nails Bolts Screws
A (Nails), D (Bolts) or F
(Screws) = Two Rows 12" O.C.
C (Bolts) or E (Screws) = Two Rows 24" O.C.
B (Nails) =
Three Rows 12" O.C.
12" 24"12"
o.c.
o.c.
o.c.
o.c.
Install these hangers upside down
Blocking Panels
Install single ply of IVI
board 7’ back from end
Set LVL to inside of framed wall and fill space with framing lumber
O.C.
O.C.
O.C.
O.C.
O.C.
Filler block to be used
when side loading a
double joist
Two 10D nails every 12” O.C. use same pattern on second side starting 6” from first pair of nails on the first side
FILLER BLOCK SIZES
9-1/2” PRI-4011-7/8” PRI-4011-7/8” PRI-8014” PRI-6016” PRI-80
2-1/8” x 6”2-1/8” x 8”3-1/8” x 8”2-1/8” x 10” 3-1/8” x 12”
13
TOP MOUNT HANGER
BEAM
FACE MOUNT HANGER
WEB STIFFENERS ARE REQUIRED IF THE SIDES OF THE HANGERS DO NOT LATERALLY SUPPORT THE TOP FLANGE OF THE I-JOIST
14
CANTILEVER EXTENSION SUPPORTING UNIFORM FLOOR LOADS ONLY
I-JOIST, OR APA RIM BOARD
ATTACH I-JOISTS TO PLATE AT ALL SUPPORTS PER DETAIL 1.
4‘ MAXIMUM
12
FULL DEPTH BACKER BLOCK WITH 1/8” GAP BETWEEN BLOCK AND TOP FLANGE OF I-JOIST. SEE DETAIL7. NAIL WITH 2 ROWS OF 10D NAILS @ 6” O.C. AND CLINCH.
I-JOIST, OR APA RIM BOARD
3-1/2” MIN. BEARING REQUIRED
LUMBER OR WOOD STRUCTURAL PANEL CLOSURE
CANTILEVER EXTENSION SUPPORTING UNIFORM FLOOR LOADS ONLY
4‘ MAXIMUM
2 TIMES THE LENGTH OF CANTILEVER MIN.
ATTACH I-JOISTS TO PLATE AT ALL SUPPORTS PER DETAIL 2
2 X 8 MIN. NAIL TO BACKER BLOCK AND JOIST WITH 2 ROWS OF 10D NAILS @ 6” O.C. AND CLINCH. (CANTILEVER NAILS MAY BE USED TO ATTACH BACKER BLOCK IF LENGTH OF NAIL IS SUFFICIENT TO ALLOW CLINCHING.)
LUMBER CANTILEVER DETAIL FOR BALCONIES
10
APA RIM BOARD OR WOOD STRUCTURAL PANEL CLOSURE (23/32” MINIMUM THICKNESS)
METHOD 1SHEATHING REINFORCEMENT ONE SIDE METHOD 2SHEATHING REINFORCEMENT TWO SIDES
8D NAILS3-1/2” MIN.BEARING REQUIRED
NOTE: APA RATED SHEATHING 48/24 (MINIMUM THICKNESS 23/32”) REQUIRED ON SIDES OF JOIST. DEPTH SHALL MATCH THE FULL HEIGHT OF THE JOIST. NAIL WITH 8D NAILS AT 6” O.C., TOP AND BOTTOM FLANGE. INSTALL WITH FACE GRAIN HORIZONTAL. ATTACH I-JOIST TO PLATE AT ALL SUPPORTS PER DETAIL 2.
STR
E
N
G
T
H
A
X
I
S
PRI BLOCKING PANEL
USE NAILING PATTERN SHOWN FOR METHOD 1 WITH OPPOSITE FACE NAILING OFFSET BY 3”
2‘ - 0” MAXIMUM
4‘ - 0” MINIMUM
STR
E
N
G
T
H
A
X
I
S
9 DO NOT BEVEL-CUT JOIST BEYOND INSIDE FACEOF WALL.
ATTACH I-JOIST PER 2.
NOTE: BLOCKING REQUIRED AT BEARING FOR LATERAL SUPPORT, NOT SHOWN FOR CLARITY.
8
2X PLATE FLUSH WITH INSIDE FACE OF WALL OR BEAM
7
FILLER BLOCK
TOP OR FACE-MOUNTEDHANGER
DOUBLE I-JOIST HEADER
NOTE: UNLESS HANGER SIDES LATERALLY SUPPORT THE TOP FLANGE, BEARING STIFFENERS SHALL BE USED.
BACKER BLOCK REQUIRED(BOTH SIDES FOR FACE-MOUNTED HANGERS)
BACKER BLOCK (USE IF HANGER EXCEEDS 250LBS.) BEFORE INSTALLING A BACKER BLOCK TO A DOUBLEI-JOIST, DRIVE 3 ADDITIONAL 10D NAILS THROUGH THE WEBS AND FILLER BLOCK WHERE THE BACKER BLOCK WILL FIT. CLINCH. INSTALL BACKER TIGHT TO TOP FLANGE. USE TWELVE 10D NAILS, CLINCHED WHEN POSSIBLE. MAX-IMUM CAPACITY FOR HANGER FORTHIS DETAIL = 1280 LBS. BACKER BLOCKS (BLOCKS MUST BE LONG ENOUGH TO PERMIT REQUIRED NAILING WITHOUT SPLITTING)
*MINIMUM GRADE FOR BACKER BLOCK MATERIAL SHALL BE UTILITY GRADE SPF (SOUTH) OR BETTER FOR SOLID SAWN LUMBER AND RATED SHEATHING GRADE FOR WOOD STRUCTURAL PANELS.** FOR FACE-MOUNT HANGERS USE NET JOIST DEPTH MINUS 3-1/4˝ FOR JOISTS WITH 1-1/2˝ THICK FLANGES. FOR 1-5/16˝ THICK FLANGES USE NET DEPTH MINUS 2-7/8˝.
FLANGE
WIDTH 2-1/2˝3-1/2˝
MINIMUM
DEPTH** 5-1/2˝7-1/4˝
MATERIAL THICKNESS
REQUIRED* 1˝1-1/2˝
2 APA RIM BOARD
ONE 8D NAIL AT TOP AND BOTTOM FLANGE
ATTACH RIM BOARD TO TOP PLATE USING 8D BOX TOENAILS @ 6˝ O.C.ONE 8D FACENAIL AT EACHSIDE AT BEARING
TO AVOID SPLITTING FLANGE START NAILS AT LEAST 1-1/2˝ FROM END OF I-JOIST. NAILS MAY BE DRIVEN AT AN ANGLE TO AVOID SPLITTING OF BEARING PLATE.
TRANSFER LOAD FROMABOVE TO BEARING BELOW. MATCH BEARING AREA OF BLOCKS BELOW TO POST ABOVE.
4 6
8D NAILS AT 6˝ O.C.
TO TOP PLATE PRI BLOCKING PANEL PER 1
BLOCKING REQUIRED OVER ALL INTERIOR SUP-PORTS, UNDER LOAD BEARING WALLS, OR WHEN FLOOR JOIST ARE NOT CONTINUOUS OVER SUPPORT. WHEN JOIST ARE CONTINUOUS SQUASH BLOCKS MAY BE USED TO REPLACE PRI BLOCKING PER DETAIL 3.
LOAD BEARING WALL ABOVE SHALL ALIGN VERTICALLY WITH THE WALL BELOW. OTHER CONDITIONS, SUCH AS OFFSET WALLS, ARE NOT COVERED BY THIS DETAIL.
1 PRI BLOCKING PANEL
Attach I-JOISTTO TOP PLATE PER 2
8D NAILS @ 6˝ O.C.(WHEN USED FOR LATERAL SHEAR TRANSFER, NAIL TO BEARING PLATE WITH SAME NAILING AS REQUIRED FOR DECKING)
3
PAIR OF SQUASH BLOCKS
2X LUMBER
3-1/2˝ WIDE
4000 7000
5-1/2˝ WIDE
VERTICAL LOAD TRANSFER CAPACITY PER PAIR OF SQUASH BLOCKS (LB)
PROVIDE LATERAL BRACING PER 1, OR 2
BLOCKING PANEL
SQUASH BLOCK
+ 1/16˝FOR SQUASH BLOCKS
5
WALL SHEATHING,
AS REQUIRED
PROVIDE BACKER OR RIMBOARD FOR SIDING ATTACHMENT UNLESS NAILABLE SHEATHING IS USED
APA RIM BOARD MAY BE USED WITH I-JOISTS.
BACKER IS NOT REQUIRED WHEN APA RIM BOARD IS USED.
PRI
PRI
o.c.
o.c.
o.c.
o.c.
PRI o.c.
PRI
PRI
PRI
USE HANGERPER LAYOUT IF SPECIFIED
NAIL RIM BOARD TO 2X8 BLOCKING USING 10D (3”) NAILS AT 6” O.C.
NAILS BOLTS SCREWS1
TOP MOUNTED HANGERINSTALLED PER MANUFACTURERSRECOMMENDATIONS
NOTE: UNLESS HANGER SIDES LATERALLY SUPPORT THE TOP FLANGE, BEARING STIFFENERS SHALL BE USED.
11 I-JOIST CANTILEVER DETAIL FOR BALCONIES
CAUTION:CANTILEVERS FORMED THISWAY MUST BE CAREFULLYDETAILED TO PREVENT MOISTUREINTRUSION INTO THE STRUCTURE AND POTENTIAL DECAY OF UNTREATEDI-JOIST EXTENSIONS.3-1/2” MIN. BEARING REQUIRED
RIM BOARD, OR WOODSTRUCTURAL PANELRIM BOARD, OR WOODSTRUCTURAL PANEL
1. Top and bottom rows of connectors should be 2” from edge.
2. Bolt holes are to be the same diameter as the bolt. Every bolt must extend through the full thickness of the member. Use washers under head and nut. Carriage bolts may be used, but the outermost portion of the head may not be drawn in beyond flush with the outside face of the member. 3. For three-piece members attached with nails or screws, specified attachment is from each side. Stagger fasteners from
opposite sides by half the fastener spacing to avoid splitting.
4. To minimize rotation, 7” wide members should only be used when loads are applied to both sides, or completely across the top of the member.5. 7” wide members, regardless of depth, must be attached using bolts or screws.
1. Screws are Simpson Strong-Tie SDS Series installed per manufacturer’s recommendations.
2. Stagger each row of fasteners by 12 .3. When screws are used in attaching members to form a 7 thick beam: a) specified attachment is from each side (stagger screws from opposite sides by half the fastener spacing to avoid splitting), and b) screws must be 6 long, unless the center member is 31⁄2 thick.
4. Nails are only to be used for top load applications.
2 rows
16d commonat 12” o.c.
3 rows
16d commonat 12” o.c.
2 rows
1/2” bolts at 14” o.c.staggered
2 rows
1/2” boltsat 12” o.c.
2 rows
1/4” x 3 1/2” screws at 24” o.c. staggered
2 rows
1/4” x 3 1/2” screws at 12” o.c.
A B C D E2,3 F1
Member Depth 3 1/2” – 5 1/4” Wide Multiple Piece Member 7” Wide Multiple Piece Member
9 1/4” –11 7/8”
14” –18”
2 rows 16d nails at 12”
o.c.(pattern A)
3 rows 16d nails at 12”
o.c.(pattern B)
2 rows 1/2 bolts at 24 o.c.
(pattern C)or2 rows 1/4 x 6 SDS screws at 24 o.c.(see note 3)