Q - CAD


TRUSS TOP CHORD UNDER. ROOF SHEATHING ... THA213 TRUSS HANGER. 7. DBL. JOIST OR .... 16" O.C.. NOTES: -STAGGERED JOINTS AS SHOWN.

1. 2X BLOCKING

1

5"

1. ROOF SHEATHING

3

NOTE: AVOID OPENING IN SHEAR WALLS

" MAX. NAIL EXPOSURE @

GAP.

2

5" 4

3 8

2.

12" MAX.

16

2

SHEAR WALL E.N. UNLESS STRAP IS PLACED ON TOP OF PLYWOOD.

D0087

SHEAR

TRANSFER

BLK'G. & E.N. IS REQ'D.

E.N.

FOR HOLES IN SHEAR WALLS GREATER THAN

9" SQ.. NO MORE THAN

TYPICAL BOUNDARY NAILING

ONE HOLE LARGER

" TO EDGE OF POST STUD & 3 " TO EDGE OF 8

MIN.

END NAIL TO EACH TRUSS.

3 8

THAN 9" SQ. IS ALLOWED IN EA.

PLYWOOD

EDGE NAIL ALONG STUD ON EACH SIDE OF OPENING

13

WALL PLYWD. SPLICE W/

" GAP

2X PRESSURE BLKG. W/ 16D'S TO GIRDER TRUSS & (3) 16D'S

EDGE NAIL TO BLK'G. TO MATCH

BEVELED ON TOP AS REQ'D.

1 8

USED TO CONNECT BLKG. TO TRUSS IN LIEU OF NAILING.

DO NOT OVER-CUT ANY FRAMING MEMBER.

1

TRUSS TOP CHORD UNDER ROOF SHEATHING WHEN NOT

2X FLAT BLKG. @ SHEAR

NOTE: A35 @ 24" O.C., CAN BE

ONE STUD BAY OR 16".

4. 2X BLK'G., LEDGER, R/R. OR

2X FLOATER

@ SHEAR TRUSS.

MAX. WIDTH OF OPENING TO BE

MEMBER.

4

2X SHAPED BLKG. (SEE 13/SN-2 FOR ALT.) W/ 16D'S @ 8" O.C.

W/ LENGTH LESS THAN 4'-0"

3. INCREASE NAILING TO 8D'S @ 3" O.C. ON NON-BEVELED

PER PLAN.

HORIZONTAL LINE IN SHEAR WALLS. STAGGER

STUD WIDTH

HOLES IF SUCH

2

CONDITION OCCURS. 3

2. PLYWOOD TREADS & RISERS

(MIN. 43 ").

FIELD FIX

3. 2 X 4 THRUST PLATE ANCHORED

FOUNDATION PLAN). SECURE STRINGER TO 2 X 4 PLATE W/ (3) 16D TOE NAILS.

4

5. PLYWOOD SUBFLOOR 6. APPROVED METAL HANGERS

5

4

12

CONT. RIM JOIST AT ALL

"

7

11. 6" MIN. @ NOTCH NO OVERCUT.

NOTE: BORED HOLES NOT PERMITTED

12. 2 X 6 LEDGER W/ (4) 16D'S PER

IN MORE THAN TWO CONSECUTIVE

D0002N

14

2. GUARDRAIL W/

5

SCREWS.

3.

1 2

3 8

EXTERIOR & BEARING WALLS

4"

2 X 4

1

2 X 6

23"

35"

2-2 X 4

21 "

21 "

2-2 X 6

35 16

"∅ LAG

2

"

38" MAX.

" DIA. RAIL SCREW W/

8

16

16

8

8

"

35 16

"

2 X 4

7 8

2 X 6

13 8

NONBEARING WALLS

"

1

"

7 16

1 2

DEPTH

4

2X FLOATER

2

7

TRIMMER & KING STUD PER PLAN.

TYP.

FRAMING

CROSS

SECTION

2

5

PARALLEL WALLS.

6. 2 X 4 @ 24" O.C. W/ (1) LTP4

2

TO EACH FLOOR MEMBER NOTE:

3

ALT. SIMP.

4

"Z" CLIP.

PERPENDICULAR

1

4

4. ROOF OR FLOOR FRAMING MEMBER. 5. 2 X 4 FLAT CONNECT TO

4

OFFSET EDGE SUPPORT 6

ALT. CONDITION

COMMON NAILS @ EA. END 6. PANEL EDGE WHERE 2X FLAT BLKG. IS NEEDED @ BLOCKED DIAPHRAGM. 7. DIAPHRAGM BOUNDARY & B.N. PER PLAN.

FRAMING MEMBER 14

7

8

HOLE SIZE

FRAMING MEMBER W/ (2) 10D

W/ MAX. 6" AWAY FROM 9

8. DISCONTINUOUS PANEL EDGE, EDGE NAILING PER PLAN.

10

3. JOIST DEPTH

TJI SIZE

UP TO 3" A

B

UP TO 5" A

B

13

& PROVIDE B.N. @ ALL EDGES. 16. TYP. APPROVED HANGERS USE

(3) 16D TOE NAILS IF LENGTH OF TAIL JOIST IS GREATER

THAN 6'-0".

17. TAIL JOIST/TRUSS PER PLAN 18. TYP. 2-BAYS OF BLKG. W/ 1 " O.C. CS16 W/ NAILS @ 216

250 1'-6" 2'-0" 3'-6" 5'-6" 6'-0" 8'-6"

-MAINTAIN MIN. 6" SPACING

14"

250 1'-0" 1'-0" 1'-0" 4'-0" 3'-6" 8'-0" 8'-6" 11'-0"

BTWN. NOTCHES/BORED HOLES

14"

350 1'-0" 1'-0" 2'-6" 5'-0" 5'-0" 9'-0" 9'-6"11'-6"

-FOR OTHER HOLE SIZES

A

1 8

NOTCH

&

HOLES

IN

CONDITION

NON-BEARING

WALL

SUPPORT 1.

1

D0018

PLAN VIEW

D0009

7

3

1 2

" THICK PLYWOOD SHT'G.

9

7

AS AN ALT. EXTEND ROOF

10

SHT'G. THROUGH FIREPLACE. 1 2

4

7

1 1

6

6

9

3

8. PLYWOOD FLOOR SHT'G.

4

CONT. THRU FIREPLACE.

"∅ X 321 " LONG LAG BOLTS @ 16" O.C. STAGG.. 12. 31 " X 31 " X 1 " STEEL 2 2 4 ANGLE FOR UP TO 8'-0" OPENING & 6" X 321 " X 38 " FOR UP TO 16'-0" OPENING. 11.

5 8

TO BE 4'-0". FOR HEIGHTS

2

ADEQUATE KICKERS TO

8

6

2

THR. WALL D0003

12 FIREPLACE CONN. TO FRAMING

D0004

8

2

2

4

3

10

8

3

1

D0008

4

2

2

1

5

(MAX. @ 24" O.C.) 3. 1X OVER 2X PLATE OR (2)

2X TOP PLATE WHEN TRUSS BOT. CHORD IS CAMBERED

4

6

4. 2X BLK'G. @ 24" O.C. W/ (2) 16D'S TO EACH MEMBER.

5. 2X MEMBER W/ (2) 16D TO BLK'G

6. 2 X 8 BRACING.

MIN. 4" ON SIDE

7. (2) 2X TOP PLATE. 8. (2) 16D'S @ 12" O.C.

OF VENEER. 10

11

9

7

11

3

CONNECTION 12

@ OPENING

MASONRY VENEER/CAVITY WALL

3

1. BOTTOM CHORD OF TRUSS 2. SIMP. STC @ EACH CONNECT.

PARALLEL

NOTE: ANGLE NEED TO EXTEND & BEAR

3

SECTION

1

1

PERPENDICULAR

(NOTE 6" IS VERT. DIMENSION OF ANGLE).

4

D0001N

2

VERTICAL. 10. BEAM OR HEADER PER PLAN

BRACE WALL TO ROOF.

6. HEADER PER PLAN

BLOCKING AT POSTS/TRIMMERS

REINFORCEMENT @ 12" O.C.

AS REQUIRED.

8

STUD OR BEAM BELOW.

#9 B.W. GAGE WIRE JOINT

7. CUT HOLE IN PLYWOOD ONLY

5

4. 4-16D'S, 2 @ TOP & 2 @

9. IN SEISMIC ZONE 3 & 4, ADD

1

GREATER THAN 4'-0", USE

5

JST.

& 2X SQUASH BLK'G. ADD

BOTTOM EACH SIDE.

6. SHEATHING WHERE OCCURS. 7. MORTAR BED. 8. 10D NAIL AT BEND IN ANCHOR

SIDES CENTERED @ JOINT

10. MAX. UNSUPPORTED HEIGHT

IN CONV.

3. "1" JOIST W/ FULL BEAR'G.

5

ANCHOR @ 12" O.C. VERTICAL & MAX. 24" O.C. HORIZONTAL.

9. FLOOR SYSTEM.

24". PROVIDE ADEQUATE FRAMING

STUD ABOVE.

6

5. 22 GAUGE X 7 " WIDE X 6" 8 LONG GALVANIZED CORRUGATED STEEL VENEER

DBL. TOP PLATE.

3

2. LOAD BEARING POST/

5. SOLID BLKG./POST, MULTI-

4. AIR SPACE WHERE REQ'D.

5

" THICK PLYWOOD ON 3

5. 2X LEDGER W/ 16D'S @ 6"

6

4

ARCHITECTURAL DRAWING AND MANUFACTURER FOR MORE INFORMATIONS.

2

O.C. & LTP4 @ 8" O.C. TO

1

HOLES

BEARING. ADD BLKG. AS NEEDED.

FILLERS AS NEEDED.

3. 4" MAX. BRICK VENEER. SEE

6. FIREPLACE FLUE.

&

1. SOLID RIM (2X, L.V.L. OR TIMBER STRAND) W/ FULL

WALL TRANSITION

O.C. TO LEDGER/TOP PLATE. 2

1A

2

1. FLASHING. 2. WOOD FRAME WALL.

1 " THICK PLYWOOD 2 SHT'G. NAILED DOWN @ 6"

1-JOIST

-T & G EDGE TO BE LOCATED OVER CONTINUOUS PANEL JOINT. -MAX. UNSUPPORTED SHEATHING TO BE

" ALL PLYWOOD E.N.

SHEAR WALL/WALL INTERSECTION

3. MIN.

3

MEMBERS W/ BOUNDARY NAILING

16 NOTCH

1 8

SHOULD FALL ON 2X FRAMING MEMBERS.

2. ROOF SYSTEM.

L1

2

D0014A

3

& EXTEND 4'-0" EACH WAY.

-PROVIDE MIN. 3 " EDGE DISTANCE @ 8 FRAMING MEMBER & 5 " TO EDGE OF 16 PLYWOOD DIAGHRAGM. -ALL DIAPHRAGM BOUNDARIES SHOULD BE FULLY SUPPORTED BY FRAMING

D0005N

CONDITION

4.

MEMBERS TO LIMIT SPAN.

LAYOUT

ALTERNATE

-DO NOT CUT HOLES LARGER

L2 2X L2 MIN.

BLOCK

4

-REFER TO MANUFCTURERS GUIDE-LINES IN 1-JOIST CATALOG.

TYPE, THICKNESS, SPACING, & NAIL SIZE.

17

PARALLEL

-A 11 " HOLE CAN BE CUT 2 ANYWHERE IN THE WEB.

-NAILS SHALL BE DRIVEN TIGHT BUT SHALL NOT FRACTURE SURFACE OF SHEATHING. -SEE GENERAL NOTES FOR PLYWOOD

16

SPAN ONLY

2

-MIN. SIZE OF SHEET SHALL BE 2' X 2'.

OPENING IN DIAPHRAGM

1 3

THAN 11 " IN CANTILEVER.

D1 2X D2 MIN. D2

7

6

MANUFACTURER SPEC.

B

" MIN.

VENT

4

AND JOIST TYPE, SEE

TYP.

NOTES: -STAGGERED JOINTS AS SHOWN

18

4

117 "

9. CONT. PANEL EDGE W/ BLKG. (IF BLOCKED DIAPHRAGM),

OPENING W/ DBL. STRUCT'L. MEMBERS/BEAM (PER PLAN)

16" MIN.

SHEATHING

B

MAX.

1

-PER CONV. FLOOR SYSTEM NOTCHED & BORED HOLES TO

BLOCKED @ ALL EDGES. 11. FIELD NAILING PER PLAN 12. FRAMING MEMBERS 13. 1 " GAP U.N.O. 8 14. DIRECTION OF FACE GRAIN PERPENDICULAR TO SUPPORT 15. BLOCK OUT EDGES OF THE

10

15

A

3

BE @ OUTER

8

6

OF JOIST DEPTH MAX OF JOIST DEPTH WITHIN LOCATION SHOWN

150 1'-0" 1'-6" 3'-0" 4'-6" 5'-0" 8'-0"

8

10. 24" MIN. UNLESS FULLY

12

B

TYP.

SHOULD BE STAGGERED MIN.

1 6 1 4

117 "

EDGE NAILING PER PLAN.

11

A

2"∅

4

TYPICAL

NAILS SPACE @ 2" O.C. SHOULD

NOTES:

UP TO 7" UP TO 10"

SKIP A35'S @ VENT BLK'G.

41 "

7. 16D'S @ 4" O.C. STAGGERED

6

NOTE: 1

OF 4'-0" (2-A35'S PER ADJACENT BLK'S).

6. EDGE NAILING

IS REQUIRED.

3

5"

STAGGERED.

3

USE FILLER AS REQUIRED

5

CL

TOGETHER W/ 16D'S @ 16" O.C.

WHEN I-JOIST SYSTEM IS USED.

@ 12" O.C. FOR VENT SPACING

2"±

2

5. 6.

2

5. NAIL CORNER & MULTI-STUDS

-"1"-JOIST BLK'G. MAY BE USED

-FOR PARTITION LENGTH LESS

1

A35 @ 16" O.C. FOR VENT

SPACING OF 6'-0" (3-A35'S PER ADJACENT BLK'S), AND

±221 "

4. POST AT END OF SHEAR PANEL PER PLAN.

4. PIPE OR CONDUIT

OF JOIST DEPTH MAX.

2. 2" CLEAR TO EDGE OF JOIST

3. 2 X 4 W/ NAILS TO BE MATCHED W/ EDGE NAILING

3

5

1 3

SOLID PORTION (MAX 6" O.C.).

3. PLYWOOD SHEAR PANEL PER PLAN.

SPANS OVER 1 THE LENGTH 2 OF THE JOISTS.

11

D0006N

EDGE NAILING TO FALL ON

2. CORNER STUDS OR POST PER PLAN.

-FOR PARALLEL CONDITION, BLK'G. MAY BE OMITTED IF

CONDITION

THRU PLATE FRAM'G

EACH END TO TOP & SILL PLATES.

2"±

15 PIPING

O.C. U.N.O. W/ (2) 16D END NAILS OR (4) 8D TOE NAILS

5

UNDER THE LENGTH OF THE JOIST: OR A DBL. JOIST IS ALIGNED UNDER A WALL WHICH

PENETRATION.

1

D0014

1. TYPICAL 2X STUDS AT 16"

1

1 2

-USE SIMPSON NS AS NEEDED

6

FRAMING ELEVATION

A SINGLE JOIST IS ALIGNED UNDER A WALL WHICH SPANS

STAGGERED @ E/S OF PLATES.

PENETRATION. USE MIN. 2"

TYPICAL

AND @ 16" O.C. UNDER

4. 2X JOISTS OR "1"-JOIST

1

6

16D NAILS EA. SIDE UNDER PERPENDICULAR WALLS

NOTCH OR END OF PLATE

" DIA. BOLTS CAPACITY 8

2. ROOF OR FLOOR SHEATHING

P.T.D.F. SILL PLATE

5. MIN. 2 X 6 SOLID BLK'G. W/ (2)

1. 2X STUDS 2. SILL PLATE 3. S.P.N. PER PLAN

EACH PLATE CUT W/ (6)

50OF TOP PLATE WIDTH, USE SIMPSON ST6224,

1.

U.N.O.

D0013

NOTE: -IF NOTCH OR HOLE EXCEEDS

1. PANEL JOINT

PER PLAN ON OUTSIDE FACE OF SHEAR PANEL

OPENING @ EITHER

3

1

INSTALL POST ANCHOR

3" 8

SIDE EXCEED 5'-0" O.C.

THAN 8'-0" NO BLK'G.

" GAP

@ 6" O.C.

STUD WALL

SIMP. HDC WHEN

7- LOCATE ANCHOR BOLT 5" MIN. 9" MAX. AWAY FROM

3

IN WITHDRAWL IS 313 #/IN.

1 8

KING STUD W/ 16D'S

WHERE OCCURS

OR GREATER

5- TOP PLATES/SILL PLATES

3"

D0027N

PER PLAN ATTACHED

1 " 2

HD8A OR HTT22 WHERE OCCURS

4- PIPE WHERE OCCURS

5

M=20 (8") (38")/12=506 1B-IN P=506/1.5=338# 3

HANDRAIL/GUARD RAIL

PANEL. TRIMMER OR POST

10

8D'S @ EACH SIDE.

F=20 PLF

ALT. CONDITION

FLUSH WITH SHEAR

1" 8

OPENING=8'-0"

MAX. HEIGHT=38"

11

SHEAR WALL NAILING HEADS SHOULD BE

2X FLOATER.

3- SIMPSON CS16 X 14" LONG METAL STRAP, TYPICAL @

3

7

3" 4

MATCH SHEAR WALL E.N.

SEE FOUNDATION PLAN NOTES.

6- ANCHOR BOLTS PER PLANS

3" 4

W/ 16D'S SPACED TO

GREATER THAN 8'-0"

ICBO APPROVED "SHOT PINS @

"

23 16

TOP PLATE, STRAP E/S OF PLATE W/ ITEM #3 BELOW

5

2

ATACH TO KING STUD

4

4

1 1"

REQUIRED.

TRIMMER IF OPENING IS

SEE FOUNDATION PLAN FOR SIZE & SPACING.

2- 13 " MAX. IF BORED HOLE 4 EXCEED 13 " IN 2 X 4 TOP 4 PLATE OR 23 " IN 2 X 6

4

2

10

WHEN PLYWD SHT'G. IS NAILED TO TRIMMER,

STAGGERED E.N. IS

@ 6" O.C. USE DBL.

MUD SILL W/ ANCHOR BOLTS

"

NOTE:

3" 8

1- NOTCH IN PLATE

6 10

NON-SHEAR WALLS. (MAX. HEIGHT-14').

3" 8

VERT. SPLICES WHERE

2X TRIMMER W/ KING STUD ATTACHED W/ 16D'S

2

DE PT H

11. SHIM AS REQUIRED

ALT. CONNECTION

9 21 "

EXTERIOR & BEARING WALLS

PLATE STAGG. @ 16" O.C. 10. MSTA21 CENTERED @ SHT'G. NAIL ALL HOLES

5

STUD SIZE

21 "

7 16

3" MAX.

EACH STUD. 9. H2.5 FROM STUD TO SILL

5

8

NOTCH DEPTH

1

STUD W/ (3) 16D'S. 8. 2 X 8 BLKG. W/ (4) 16D'S TO

4

3

1

MIN. 3X POST AT

REFER TO PLANS FOR OTHER CONDITIONS.

STUD NOTCHING/BORING LIMITS

" DIA. X 221 " LONG LAG

APPROVED WASHER BY MANUF. 6. FLOOR SYSTEM 7. H2.5 OR SCAB JOIST TO

4

ON ADJOING PANEL EDGES @ 3X POST.

1" 2

DOUBLE SILL IF

SCREW W/ WASHER THROUGH 3 8

STAGGERED NAILING

ALL EXTERIOR WALLS. (MAX. HEIGHT=10').

NONBEARING WALLS

DRYWALL. 4. 2X STUD 5.

SIMPSON ST6236.

D0007

1. BALUSTER PER ARCHITECT. 1

HEADER PER PLAN,

MIN. 2 X 4 STUDS @ 16" O.C. AT

BORED HOLES

STAIR DETAILS

4"

SN2

DOUBLE STUDS

STUD SIZE

MAX.

TYP. LTP4 EACH

MIN. 2 X 4 STUDS @ 24" O.C. AT

3

TOP PLATE.

SIDE

INTERIOR NON-BEARING AND

STUD @ WALL CONDITION.

2 SN2

WALLS. (MAX. HEIGHT=10').

1

10. DBL. JOIST OR BLOCKING 4

2 SN2

MIN. 2 X 4 STUDS @ 16" O.C. AT INTERIOR BEARING, AND SHEAR

D MIN.

3

8" O.C.

2

11 SN2

IF NOT CONT. USE

9. CONT. 2X PLATE W/ 16D'S @ 10

RIM JOIST PER PLAN.

BEARING POINTS.

4

8. SIMP. THA213 TRUSS HANGER

1

SCHEDULE

2

9

PER SHEAR WALL

SOLID RIM JOIST PER PLAN

2

7. DBL. JOIST OR HEADER

5 8

SHEAR WALL.

±31 "

8

WALL

PROVIDE SOLID BLOCKING OR

4. HOLE EDGE DISTANCE MIN.

WALL & PER TABLE @

SOLE PLATE NAILING

WITH FLOOR E.N. SECURE W/ (2) 16'D'S E/S.

3. SILL PLATE

1 3

4. PER ARCHITECTURAL

MIN. 12" LONG @ MAX. 48" O.C.

2. STUD 1

@ 8" O.C. @ NON-SHEAR

CRIPPLE

2"

11

SOLE PLATE NAILING

3 " 4

7

9

TYP.

1

S.W.

1. NOTCH DEPTH & BORED HOLE SEE TABLE BELOW.

OUTER

5

IN

BLK'G. (2X, 1-JOIST)

OF SPAN ONLY

WALL ANCHOR NOTES ON

6

OPENING

O.C. U.N.O. PLANS.

D

W/ SHOT PINS @ 24" O.C. W/ 2" DIA. WASHERS. (SEE INTERIOR

7

FOR

OR LTP4 @ 48"

3"

2

SIMPSON A35/A35F

SN2

D0026

1. 2 X 12 STRINGERS @ 16" O.C.

800.700.3305

3

ROOF TRUSS

E.N.

NAILS @ 2 1 " O.C.

ALT. CONDITION

5

ALT. CONNECTION

1

9. TYP. EDGE NAILING. 10. 2X CEILING JOIST OR BOTTOM CHORD OF TRUSS.

11. 2X BLK'G. X 12" LONG @ ±6'-0" O.C. NAILED TO TOP PLATE

W/ (3) 16D'S.

FRM'G. TO NON-BEARING WALLS

D0019

3

PAPER TO CAD

12" MAX.

Q-CAD

1

ROOF SHEATHING

2. SIMP. CS16 X 48" LONG W/

Recommend Documents
May 17, 2001 - privately maintained driveway within an ingress/egress easement, serving more than one lot (or parcel) but not more than five lots (or parcels), ...

Size. A. Unit Weight. Black. Galv. NPS. DN in mm lbs kg lbs kg. 11/2. 40. 11/4. 32 .... SC 4, may be supplied as alternate zinc coating per applicable ASME B16 ...

to the root of the threads. 3) Joint Makeup. • For sizes up to and including 2" pipe, wrench tight makeup is considered three full turns past handtight. Handtight engagement for 1⁄2" through 2" thread varies from 41⁄2 turns to 5 turns. • For

1) Inspect both male and female components prior to assembly. • Threads should be free from mechanical damage, dirt, chips and excess cutting oil. • Clean or replace components as necessary. 2) Application of thread sealant. • Use a thread seal

INNOVATORS lN CABLE MANAGEMENT. 8319 State Route 4. Mascoutah IL 62258 ... CF 54 CABLOFIL CABLE TRAY. 56mm. 2 21'. Carbon Steel ASTM ...

Page 1. INNOVATORS lN CABLE MANAGEMENT. 8319 State Route 4. 62258. Moscoutoh IL. Fox: 618—56_6—3250. Phone: 800—658—4641.

Jan 3, 2012 - 1524 Fifth Avenue. Suite 300. Seattie, WA 98101. Telephone 206.654. ... JEROEN TEEUW 995. RAN sy: REGISTERED. RYAN BLANCHARD ...

1524 Fifth Avenue RAN sy: 995 sing 1-3-12 B iOSTRUCTIONCENTATION N CESIN ENGINEER of Seattle SEA-TAC INTERNATIONAL AIRPORT. Suite 300 ...

INNOVATORS lN CABLE MANAGEMENT. 9 State Route 4 oscoutoh IL 2258. Phone: 800— —4-641. 618—566—3230. Fox: 618—566—3250 www.coblofilvcom.