Download pdf - FOUNDATION CALLOUTS LEGEND - M.E. Designs (3) #5 BARS TOP & BOTTOM INTO 15" WIDE x 24" DEEP FOOTING W/ #3 TIES @ 9" O/C CONC. SLAB SEE CONC. NOTE THIS PAGE FOUNDATION CALLOUTS LEGEND

15"

16'-1

"10

'-4 3

/4"

10'-1

1 1/

2"

21'-8

1/4

"15

'-9"

21'-8

1/4

"

DIM

EN

SIO

NS

SH

OW

N D

O N

OT

ACC

OU

NT

FOR

NO

N-S

TRU

CTU

RA

L P

OP

-OU

TS

137°

141°

29'-9 3/4"

12'-8"

9'-11 3/4"

5'-4 1/4"

28'-0"

2 3/4" 2'-7 3/4" 12'-8 3/4" 12'-2 1/2"

27'-9 3/4"

8 3/

4"17

'-6"

3'-9

1/4

"5"

21'-8

1/4

"

3'-5"

FOUNDATION PLAN - BASEMENT1/4" = 1'

*USE SSTBL ANCHOR BOLTS WHERE 3X SILL ISREQUIRED PER SHEARWALL SCHEDULE

(WHERE APPLICABLE)

HOLDOWN KEY

12" MIN.

LINE

AS REQ'D 11

EMBEDMENT1 - 1/2" PER PLANS

A.B. TO BOT OF FTG.3" CLR @ BOT OF

REINF'G

SEEDTLS.

= HDU2 W/ SSTB20*USE 4X POST MIN. SEE DETAIL 12/D-1.1)

= HDU4 W/ SSTB24*USE 4X POST MIN. SEE DETAIL 12/D-1.1)

= HDU5 W/ SSTB24* OR HDU8 W/ SSTB34*USE 4X POST MIN. (SEE DETAIL 12/D-1.1)

= HDU11 OR HDU14 W/ SSWAB1X36HS A.B. PER DETAIL ___-______

(WHERE APPLICABLE)

12" MIN.

LINE

AS REQ'D 11

EMBEDMENT1 - 1/2" PER PLANS

A.B. TO BOT OF FTG.3" CLR @ BOT OF

REINF'G

12D-1.1

SSTB HOLDOWN ANCHOR DETAIL

SHEAR WALL SCHEDULE

FOOTNOTES:

2

MATERIAL

1 All walls to be fully blocked.2 Refer to "Vertical Diaphragm Notes" for material and application specifications.3 All nails specified are common. Where "air-gun" nailing is used, care shall be taken to use true common nail equivalents.4 Provide 0.229" thick x 3" square, flat plate washers at all 5/8" diameter anchor bolts.5 For walls which bear trusses; one H-1 clip, from truss to top plate, may be used in place of one A35 top plate connector.6 Use RBC @ 3x sill plate to rim joist or solid blocking with spacing per "Top Plate Connector".7 Ok to use (1) A35 clip in lieu of (1) RBC as needed.8 Studs shall be 3x minimum @ panel edges. Use 3x P.T.D.F. bottom plate. stagger nails @ double top plate and panel

edges. For walls with shear ≤ 600 plf, okay to use 2x sill plate with anchor bolt spacing half the tabulated distance9 Stagger nails at opposite sides of wall.

10d @ 3 - 12

8d @ 2 - 12

8d @ 3 - 12

10d @ 2 - 12

10d @ 3 - 12

8d @ 4 - 12

8d @ 6 - 12

490

15/32" CDX (ID# 24/0)

15/32" CDX (ID# 24/0)

15/32" CDX (ID# 24/0)

980

770

600

15/32" CDX (ID# 24/0)

19/32" CDX (ID# 24/0)

15/32" CDX (ID# 24/0)

15/32" CDX (ID# 24/0)

15/32" CDX (ID# 24/0)

380

260

16d @ 3.5" o/c

16d @ 2.0" o/c

16d @ 2.5" o/c

16d @ 4.5" o/c

16d @ 6" o/cRBC @ 20" o/cor LPT4 @ 22" o/c

RBC @ 15" o/cor LPT4 @ 16" o/c




RBC @ 6" o/cor LTP4 @ 4.5" o/c

RBC @ 6" o/cor LTP4 @ 6" o/c

RBC @ 8" o/cor LTP4 @ 6" o/c870

1280

TOP PLATECONNECTOR

3,5,7 58" Ø A.B.

@ FNDSILL PLATE NAILS@ SUB-FLR

4,86

1

3

4

5

6

7

8

8d @ 3 - 12

2 SIDESSHEAR(plf)

N

N

N

N

N

N

Y

Y

NAILING(E.N. F.N.)

8

8

8

8

8

8,9

8,9

SDS14x4.5" @ 4.5" o/c

SDS14x4.5" @ 4.0" o/c

SDS14x4.5" @ 4.0" o/c

48" o/c

48" o/c

36" o/c

28" o/c

22" o/c

20" o/c

18" o/c

12" o/c

PROVIDE (3) #5 BARS TOP & BOTTOM INTO 15" WIDE x 24"DEEP FOOTING W/ #3 TIES @ 9" O/C

CONC. SLAB SEE CONC. NOTE THIS PAGE

LEGENDFOUNDATION CALLOUTSA. 4" CONCRETE PAD AT ALL EXTERIOR DOOR OVER 4" CLEAN COMPACTED FILL

SAND, THICKEN AT PERIMETERSB. FOR CONCRETE LENTIL, PROVIDE (2) #4 BARS 3" ABOVE TOP OF OPENING WITHIN

CONCRETE RETAINING WALL. EXTEND BARS 8" BEYOND OPENING (BM-60)

PROVIDE iSB iLEVEL SHEAR BRACE WALL PER PLANS. USE CORRESPONDINGiSB CONC. TEMPLATE TO PROPERLY POSITION ANCHOR BOLTS. SEE iLEVEL SB& SBA DETAIL SHEETS FOR INSTALLATION INSTRUCTIONS. USE A449THREADED RODS WITH EMBEDMENT PER DETAILS iSB-3 (AS SHOWN ONPLANS). NUTS SHALL BE HEAVY HEX ASTM A563 GR. DH. WALL CAN BETRIMMED TO 78" MINIMUM. FOR PORTAL WALLS, PORTAL KITS MUST BEORDERED SEPARATELY FOR WALLS OVER 100" TALL. FOR STACKED WALLS,MULTI-STORY KITS (MSK) MUST BE ORDERED SEPARATELY.

FOR iSB12x - FW=22, C1=9, C2=13, C3=12, Le=8FOR iSB18x - FW=28, C1=12, C2=16, C3=12, Le=9FOR iSB24x - FW=34, C1=15, C2=19, C3=15, Le=10

iLEVEL SHEAR BRACE NOTE

iSB

CONCRETE NOTECONCRETE SLAB SHALL BE 6" THICK MINIMUM WITH #3 BARS @ 18" O/C. EACH WAYOVER 2" CLEAN COMPACTED FREE DRAINING SAND OVER 10MIL VISQUEEN. VISQUEENTO BE PLACED OVER 6" CLEAN FREE DRAINING MATERIAL. SET REINFORCEMENT ATMID DEPTH OF SLAB. FOOTINGS SHALL BE DIMENSIONED AND REINFORCED PER TABLEBELOW, UNLESS NOTED OTHERWISE ON FOUNDATION PLANS. DEPTH OF FOOTINGSSHALL BEGIN AT COMPETENT MATERIAL, WHICH MAY NOT BE THE SAME AS FINISHEDGRADE. REINFORCEMENT SHALL BE CONTINUOUS TOP AND BOTTOM. USE #3REINFORCEMENT BAR SET 3" MINIMUM ABOVE BOTTOM OF FOOTING AND BENT 3'-0"MINIMUM INTO SLAB.

PREMOISTENING CONTROL FOR SOILS UNDER FOOTINGS AND SLABS SHALL BE TOOF OPTIMUM MOISTURE CONTENT TO A DEPTH OF BELOW LOWEST GRADE.

TESTING REQUIRED. AFTER PREMOISTENING, THE SPECIFIED MOISTURE CONTENTOF THE SOILS SHALL BE MAINTAINED UNTIL CONCRETE IS PLACED. REQUIREDMOISTURE CONTENT SHALL BE VERIFIED BY ANAPPROVED TESTING LABORATORY NOT MORE THAN24 HOURS PRIOR TO PLACEMENT OF CONCRETE.CONCRETE SLABS SHALL BE SAW CUT 3/4" DEEP @15' O/C. GRIDS WITHIN 24 HOURS OF SLAB POUR.

FTG DIMENSIONS & REINFORCEMENTNO. STORIES WIDTH DEPTH BARS

123

21"120%

12"15"18"

18"18"18"

(2) #4(2) #4(2) #4

ALL DIMENSIONS SHOWN ON FRAMING AND/OR FOUNDATION PLANS SHALL BEREFERENCED AGAINST THE ARCHITECTURAL PLANS. ANY DISCREPANCY BETWEENARCHITECTURAL AND STRUCTURAL PLANS MUST BE BROUGHT TO THE ATTENTION OFTHE ENGINEER OF RECORD IMMEDIATELY.

DIMENSIONS1. CONCRETE TO WITHSTAND 2500 PSI WITHIN 28 DAYS2. REFER TO FRAMING PLAN FOR EXACT PLACEMENT OF HOLDOWNS.3. ALL HOLDOWNS TO BE PLACED IN CONCRETE PRIOR TO INSPECTION.4. FOUNDATION EXCAVATIONS SHOULD BE OBSERVED BY THE GEOTECH ENGINEER

OF RECORD AFTER EXCAVATION, BUT PRIOR TO PLACING REINFORCING STEEL ORFORMS.

SOILS EXPANSION INDEX IS REPORT:BY:DATED:

FOUNDATION NOTES

SOIL NOTE VERY LOW

SLO06857-4GEOSOLUTIONS, INC

06-04-2009

FLOOR DIAPHRAGMS SHALL BE CONSTRUCTED PRIOR TO BACKFILLING ALL RESTRAINTWALLS. FAILURE TO COMPLY WILL LEAD TO WALL FAILURE

RESTRAINT WALL NOTE

PRIOR THE DEVELOPMENT OF AN ENGINEERED FILL PAD, THE NATIVE MATERIALSHOULD BE OVEREXCAVATED AT LEAST 48 INCHES BELOW EXISTING GRADE, 36INCHES BELOW THE BOTTOM OF THE FOOTINGS, TO COMPETENT MATERIAL, OR TOONE-HALF THE DEPTH OF THE DEEPEST FILL; WHICHEVER IS GREATEST. THE LIMITS OFOVER-EXCAVATION SHOULD EXTEND A MINIMUM OF 5 FEET BEYOND THE PERIMETERFOUNDATION. THE EXPOSED SURFACE SHOULD BE SCARIFIED TO A DEPTH OF 12INCHES, MOISTURE CONDITIONED TO NEAR OPTIMUM MOISTURE CONTENT, ANDCOMPACTED TO A MINIMUM RELATIVE DENSITY OF 90 PERCENT (ASTM D1557-07). THEOVER-EXCAVATED MATERIAL SHOULD THEN BE PROCESSED AS ENGINEERED FILL.REFER TO SOILS REPORT FIGURE 4: SUB-S LAB DETAIL FOR UNDER-S LAB DRAINAGEMATERIAL AND APPENDIX C FOR MORE DETAILS ON FILL PLACEMENT.

NOTE FROM SOILS ENGINEER

24x8 P 24x8 P

24x10

24x10

7

3

F

FC

C

TO B

ACK

CO

RN

ER O

FR

EST

RAI

NT

WAL

L

TO B

AC

K C

OR

NE

R O

FR

ES

TRA

INT

WA

LL

TO BACK CORNER OFRESTRAINT WALL

TO CENTERLINE OF FOOTING


TO C

ENTE

RLI

NE

OF

FOO

TIN

G

TO C

ENTE

RLI

NE

OF

FOO

TIN

G

2D-1.4

7SBA2

3SB1

2D-1.4

7SBA2

3SB1

2D-1.4

7SBA2

3SB1 2

D-1.4

7SBA2

3SB1

9D-1.6

2D-1.4

2D-1.6

S

4'-9 1/2"

166°

B60

S

S

S S

S S

2D-1.6

# CAST-IN-PLACE CONCRETE FOOTING W/ "ID" REFERENCE NUMBER

WALL SUPPORT PILASTER W/ "ID" REFERENCE NUMBER#

18

17

16

15

14

13

12

11

24

23

22

21

2019

P6

P5

P4

P3

P2

P1

P12

P11

P10

P9

P8P7

7D-1.6

2D-1.4

7D-1.6

1D-1.4

1D-1.4

1D-1.4

5D-1.6

6D-1.6

1D-1.7 TYP @

RET WALL

9D-1.6

2D-1.4

4D-1.7

9D-1.6

1D-1.4

5D-1.6

6D-1.6

1D-1.7TYP @

RET WALL

7D-1.6

7D-1.6

4D-1.7

1D-1.4

5D-1.6

6D-1.6

1D-1.7TYP @

RET WALL

9D-1.6

7D-1.6

7D-1.6

9D-1.6

1D-1.4

5D-1.6

6D-1.6

1D-1.7 TYP @

RET WALL

2D-1.6

4D-1.6

4D-1.6


2D-1.6

SP

AC

ED

EV

EN

LY9'

-2" M

AX

SPACED EVENLY9'-2" MAX

10

9

SHEET NUMBER:

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REVISION LOGREV. DATE

These drawings are the exclusive property of M.E.Designs and shall be used solely for the purpose ofthis project on this site. Any use other than theproject upon which it is intended for without thewritten consent of M.E. Designs and Michael Shickis prohibited.

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M.E. DesignsCivil & Structural Engineering

Drafting & Design

610 10th Street, Suite DPaso Robles, CA 93446www.medesigns.us

805.610.9545 (office)805.237.0480 (fax)

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S-1.0 FOUNDATION PLAN -BASEMENT.DWG

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FND PLAN(BASEMENT)

S-1.0FND PLAN (BASEMENT) - S-1.0

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S-2.0 FOUNDATION - LEVEL 1, FRAMING -BASEMENT.DWG

M.SHICK

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FND (LEVEL 1)& FRM(BASEMENT)

S-2.0FND (LEVEL 1) & FRM (BASEMENT) - S-2.0

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S-2.1 FOUNDATION (LEVEL 1) & FRAMING(BASEMENT) (DETAILS).DWG

M.SHICK

1/30/2012 12:42 AM

FND (LEVEL 1)& FRM(BASEMENT)(DIMS)

S-2.1FND (LEVEL 1) & FRM (BASEMENT) (DIMS) - S-2.1

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S-3.0 FRAMING PLAN - LEVEL 1.DWG

M.SHICK

1/30/2012 12:42 AM

FLR FRM PLAN(LEVEL 1)

S-3.0FLR FRM PLAN (LEVEL 1) - S-3.0

DBL STUDS

4x6 DF#2

DBL STUDS

DBL STUDS

4x6 D

F#2

ACE6

4x6 D

F#2

CCQ44

4x6 DF#2CCQ44

4x6 D

F#2

4x4 D

F#2

FLOOR FRAMING PLAN - LEVEL 2(DETAILS)

1/4" = 1'

SIM

7

5

3

4

2

1

F

F

E

C

C D

DB

B

A

A

SHEAR WALL SCHEDULE

FOOTNOTES:

2

MATERIAL



10d @ 3 - 12

8d @ 2 - 12

8d @ 3 - 12

10d @ 2 - 12

10d @ 3 - 12

8d @ 4 - 12

8d @ 6 - 12

490

15/32" CDX (ID# 24/0)

15/32" CDX (ID# 24/0)

15/32" CDX (ID# 24/0)

980

770

600

15/32" CDX (ID# 24/0)

19/32" CDX (ID# 24/0)

15/32" CDX (ID# 24/0)

15/32" CDX (ID# 24/0)

15/32" CDX (ID# 24/0)

380

260

16d @ 3.5" o/c

16d @ 2.0" o/c

16d @ 2.5" o/c

16d @ 4.5" o/c








RBC @ 8" o/cor LTP4 @ 6" o/c870

1280

TOP PLATECONNECTOR

3,5,7 58" Ø A.B.


4,86

1

3

4

5

6

7

8

8d @ 3 - 12

2 SIDESSHEAR(plf)

N

N

N

N

N

N

Y

Y

NAILING(E.N. F.N.)

8

8

8

8

8

8,9

8,9

SDS14x4.5" @ 4.5" o/c

SDS14x4.5" @ 4.0" o/c

SDS14x4.5" @ 4.0" o/c

48" o/c

48" o/c

36" o/c

28" o/c

22" o/c

20" o/c

18" o/c

12" o/c

2x4 DF#2 STUD WALL

2x6 DF#2 STUD WALL

2x8 DF#2 STUD WALL

(2) 2x6 DF#2 STUD WALL

2x10 DF#2 STUD WALL

LEGEND

SOLID BLOCKED FLOOR DIAPHRAGM WITH 10d @ 6-6-12NAILING WITH 3X BLOCKING AT ALL PANEL EDGES. PROVIDEA35 CLIPS AT RIM JOIST BLOCKING TO TOP PLATE AT 24" O/C

A35 @ 18" O/C

SIM:SDS1

4x3.5" SCREWS @ 6"VERTICALLY TO FLOORFOR INTERIOR FURRING

A35 @ 18" O/C

A35 @ 18" O/C

A35 @ 18" O/C

A35 @ 18" O/C

5.75'4

11'.5 5

4'-8" 5

13'-8" 1

24x9 P

5'4

24x9 P

24x10

24x10

24x8 P

24x8 P

24x8 P 24x8 P

12'-5" 4

A35 @ 18" O/C

OREQUAL

OREQUAL

OREQUAL

OREQUAL(TYP)

11D-1.5

2D-1.2

6D-1.3

3SB1

12SB3

2D-1.2

2D-1.2

10SB2

5SB2

12SB3

10SB2

5SB2

2D-1.2

2D-1.2

4D-1.3

4D-1.3

3SB1

12SB34

D-1.3

3SB1

12SB3

1D-1.2

1D-1.2

1D-1.2

2D-1.5

4D-1.2

1D-1.2

3SB1

12SB3

7D-1.3

7D-1.3

11D-1.2

11D-1.2

11D-1.5

11D-1.5

11D-1.5

10D-1.2

AREA WHERE FF IS ELEVATED (SEE ARCH PLANS)

3D-1.2

11D-1.5

1D-1.5

5D-1.5

5D-1.5

5D-1.5

3D-1.2

3D-1.2

10D-1.5

OREQUAL(TYP)

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S-3.1 FLOOR FRAMING PLAN - LEVEL 1(DETAILS).DWG

M.SHICK

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FLR FRM PLAN(LEVEL 1)(DETAILS)

S-3.1FLR FRM PLAN (LEVEL 1) (DETAILS) - S-3.1

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S-3.2 ROOF FRM PLAN (LEVEL 1).DWG

M.SHICK

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ROOF FRMPLAN (LEVEL 1)

S-3.2ROOF FRM PLAN (LEVEL 1) - S-3.2

ROOF FRAMING PLAN - LEVEL 21/4" = 1'

7

5

3

4

2

1

F

F

E

C

C D

DB

B

A

A

4x6 DF#1

4x6 DF#1

SHEAR WALL SCHEDULE

FOOTNOTES:

2

MATERIAL



10d @ 3 - 12

8d @ 2 - 12

8d @ 3 - 12

10d @ 2 - 12

10d @ 3 - 12

8d @ 4 - 12

8d @ 6 - 12

490

15/32" CDX (ID# 24/0)

15/32" CDX (ID# 24/0)

15/32" CDX (ID# 24/0)

980

770

600

15/32" CDX (ID# 24/0)

19/32" CDX (ID# 24/0)

15/32" CDX (ID# 24/0)

15/32" CDX (ID# 24/0)

15/32" CDX (ID# 24/0)

380

260

16d @ 3.5" o/c

16d @ 2.0" o/c

16d @ 2.5" o/c

16d @ 4.5" o/c








RBC @ 8" o/cor LTP4 @ 6" o/c870

1280

TOP PLATECONNECTOR

3,5,7 58" Ø A.B.


4,86

1

3

4

5

6

7

8

8d @ 3 - 12

2 SIDESSHEAR(plf)

N

N

N

N

N

N

Y

Y

NAILING(E.N. F.N.)

8

8

8

8

8

8,9

8,9

SDS14x4.5" @ 4.5" o/c

SDS14x4.5" @ 4.0" o/c

SDS14x4.5" @ 4.0" o/c

48" o/c

48" o/c

36" o/c

28" o/c

22" o/c

20" o/c

18" o/c

12" o/c

PROVIDE SHEAR PANEL E.N. ALONG ALL POSTS IN LINE W/ UPPER HOLDOWN STRAPS

ATTACH MST VERTICAL STRAPS TO 4X OR 6X POSTS ABOVE AND BELOW THE FLOORSYSTEM. SEE DETAIL 11/D-1.2 FOR TYPICAL INSTALLATION OF VERTICAL MST.

= MST 72 VERTICAL HOLDOWN STRAP BETWEEN FLOORS



= MST 37 VERTICAL HOLDOWN STRAP BETWEEN FLOORS37

48

60

72

MST STRAPS

ALL AXIAL LOADED BEAMS OR JOISTS TO BE IN LINE WITH SHEAR PANELSAS SHOWN ON FRAMING PLAN AND FLOOR PLY TO BE NAILED WITH 10dNAILS @ 6 O.C.

BEAM OR JOIST IN LINE

FRAMING NOTES1. ALL HEADERS ABOVE OPENINGS SHALL BE A MINIMUM (U.O.N.):

4 X 12 DF # 2 AT 2 X 4 STUD WALLS6 X 12 DF # 1 AT 2 X 6 STUD WALLS

2. ALL TOP PLATES TO HAVE 48" MIN. LAP AT SPLICES WITH (24) 16d NAILSSTAGGERED PER CONNECTION. (U.O.N.)

3. USE 118" CDX PLYWOOD FLOOR SHEATHING (SPAN INDEX 32" GLUED AND NAILED

WITH 10d AT 6-6-12 " O.C. CASE 1 LAYOUT.4. ALL LUMBER SHALL BE IDENTIFIED WITH THE GRADE MARK AND STAMP OF THE

GRADING ASSOCIATION COVERING THE SPECIES AND UNDER WHOSE GRADINGRULES THE LUMBER WAS PRODUCED.

5. THE MANUFACTURERS A.I.T.C. CERTIFICATION OF COMPLIANCE FOR GLU-LAMBEAMS OR MICRO-LAM BEAMS IS TO BE PROVIDED AT THE TIME OF FRAMINGINSPECTION AND PROPERLY INDICATE THE FIBER BENDING AND GRADESPECIFICATION.

6. PLACE SHEAR PANEL ON SHEAR WALLS PRIOR TO THE CONSTRUCTION OFINTERSECTING WALLS.

7. PROVIDE FIRE STOPS IN CONCEALED SPACES OF STUD WALLS INCLUDINGSPACES AT CEILING AND FLOORS & IN OPENINGS AROUND DUCTS, PIPES,CHIMNEYS, AND SIMILAR OPENINGS WHICH ALLOW PASSAGE OF FIRE.

8. SHOWER AREA WALLS SHALL BE FINISHED WITH A SMOOTH NON-ABSORBENT,HARD SURFACE TO A HEIGHT OF 70" ABOVE DRAIN INLET. (UBC SECTION 510(B))

9. ALL INT. NON-BEARING WALLS = 2X4 AT 16" O.C. (U.O.N.)10. ALL EXTERIOR AND PLUMBING WALLS = 2 X 6 STUDS AT 16" O.C. (U.O.N.)

ROOF FRAMING NOTES1. ROOF SHEATHING TO BE 11

8"" CDX PLY W/ 10d AT 6" O.C. EDGES AND 12"O.C. FIELD. CASE 1 LAYOUT

2. USE 5 8" T1-11 OR EQUIVALENT AT EAVES W/ 6-6-12 NAILING AND CASE 1LAYOUT. USE EXTERIOR GLUE AT ALL EXPOSED EAVES.

3. ALL ROOF PLY MUST HAVE RADIANT BARRIER.4. ROOF UNDER LAYMENT SHALL COMPLY WITH CBC 1507 AND APPLICABLE

TABLES. USE 30# FELT UNDERNEATH ALL ROOF MATERIALS.5. FASCIA TO BE 2X8 HEM FIR.6. PROVIDE FLASHING AND COUNTER FLASHINGS AT ROOF TO WALL

CONNECTIONS AND BASE OF CHIMNEY TO DIVERT RUNOFF.7. PROVIDE 2x6 (MAX DEPTH) AND CDX 3 4" PLY CRICKETING ROOF FOR

DRAINAGE

PROVIDE iSB iLEVEL SHEAR BRACE WALL PER PLANS. USE CORRESPONDINGiSB CONC. TEMPLATE TO PROPERLY POSITION ANCHOR BOLTS. SEE iLEVEL SB& SBA DETAIL SHEETS FOR INSTALLATION INSTRUCTIONS. USE A449THREADED RODS WITH EMBEDMENT PER DETAILS iSB-3 (AS SHOWN ONPLANS). NUTS SHALL BE HEAVY HEX ASTM A563 GR. DH. WALL CAN BETRIMMED TO 78" MINIMUM. FOR PORTAL WALLS, PORTAL KITS MUST BEORDERED SEPARATELY FOR WALLS OVER 100" TALL. FOR STACKED WALLS,MULTI-STORY KITS (MSK) MUST BE ORDERED SEPARATELY.

FOR iSB12x - FW=22, C1=9, C2=13, C3=12, Le=8FOR iSB18x - FW=28, C1=12, C2=16, C3=12, Le=9FOR iSB24x - FW=34, C1=15, C2=19, C3=15, Le=10

iLEVEL SHEAR BRACE NOTE

iSB

FRAMING CALLOUTSA. 6X10 DF#1 (BM-1) OVER iSB WALL. TOP OF HEADER AT TOP OF DOUBLE TOP

PLATEB. 6X10 DF#1 (BM-2) OVER iSB WALL. TOP OF HEADER AT TOP OF DOUBLE TOP

PLATEC. (4) 1.75 X 11.875 2.0E PARALLAM (BM-4) W/ (4) SDS1

4x6" SCREWS @ 24" O/C PER

ASSEMBLY C, PAGE 81 OF SIMPSON CATALOG. PROVIDE (2) HGA10 @ BEAM TOPLATE AND BEAM TO BEAM CONNECTIONS (4 TOTAL)

D. 1.75x11.875 1.55E LSL (BM-7)E. 6x10 DF#1 (BM-61). TOP OF HEADER AT TOP OF DOUBLE TOP PLATEF. U3510-2x-SKR46G. 2x4 DF#2 @ 24" O/C (@ PLATE)H. HU2.1/9-SKR5 (TYP)I. 1.75x11.875 1.55E LSL (BM-6)J. MIU4.75/11 (TYP)K. LUS 410L. IUS1.81/11.88 (TYP)M. PROVIDE (7) A35 OR RBC @ DOUBLE LVL TO TOP PLATE @ GRIDLINE CN. (2) CS16x34" STRAPS @ JOIST SPLICEO. CS16x32" STRAP @ STEP IN TOP PLATE FROM LOWER PLATE TO 3x

BLOCKING BETWEEN STUDSP. CS16x32" STRAP @ TOP PLATE SPLICE (TYP LINE 3)Q. (2) CS16x32" STRAPS AROUND BEAM TO BEAM OR TOP PLATE @

MITERED SPLICER. CS14x38" STRAP @ TOP PLATE TO BLOCKING BETWEEN JOISTSS. SOLID WOOD POST (3 TYP)T. SOLID 2.0E WOOD POST BALLOONED FRAMED (3 TYP)U. PROVIDE 1.75"x11.875 1.55E LSL BELOW EACH CORNER OF CHIMNEY.

ATTACH TO JOIST WITH U14 HANGERS. PROVIDE TS22 STRAP @ DBLSTUDS OF CHIMNEY CORNER TO LSL BLOCKING BELOW. PROVIDESHEAR PANEL AROUND FOUR CHIMNEY WALLS. PROVIDE H6 @ROOF JOIST TO TOP PLATE (3 TYP)

V. U14-SKR6

A1

B2

4'4

7.25'1

6.5'1

6.5'1

24x10 MSK

24x10 MSK

9'6

8'1

5'1

5.75'1

11.5'3

14' 1

6x6 DF#1(BM-3)

DBL STUDS

C4

4x6 D

F#2

4x6 DF#2

6x6 DF#1(BM-5)

6x6

DF#

1

DBLST

UDS

6x6

DF#

1

DBL

STUDS

DBLSTUDS

D7

6x6 DF#1

DBL

STUDS DBLSTUDS

6x6 DF#1

4x4 D

F#2

4x4 DF#2

4x4 DF#2

DBLSTUDS

DBLSTUDS

6x6

DF#

1

E

11.8

75" T

JI 1

10 @

32"

O/C

(i0

3)

11.8

75" T

JI 2

30 @

19.

2" O

/C (i

01)

(2) 1

1.87

5" T

JI 3

60 @

19.

2" O

/C (i

02)

11.8

75" T

JI 2

30 @

19.

2" O

/C (i

01)

11.8

75" T

JI 2

10 @

19.

2" O

/C (i

04)

11.8

75" T

JI 5

60 @

19.

2" O

/C (i

06)

11.8

75" T

JI 2

10 @

19.

2" O

/C (i

04)

48

48

37

37

37

37

37

37

60

60DBL STUDS

3737

37

37

3737

6060

LEGEND

2x10 DF#2 STUD WALL

2x6 DF#2 STUD WALL

2x4 DF#2 STUD WALL

(2) 2x6 DF#2 STUD WALL

2x8 DF#2 STUD WALL

6x8 DF#1

(BM-37) (4TYP)

8 3/4"

F

6x6 DF#1

G57

LS30

LVL

U410-S

KR46

V

LVL

I6

L

J

K

M

N

O

O

O

1D-1.3

P1

P1

Q

Q

R

S

Q

T

2D-1.3

12D-1.3

2D-1.3

12D-1.3

3D-1.3

2D-1.3

4D-1.2

SIM

2D-1.3

SIM

3D-1.5

3D-1.3

2D-1.3

3D-1.3

3D-1.3

2D-1.3

SIM

3SB1

12SB3

3SB1

12SB3

BALLOON FRAME THIS LINEWITH DBL 2x6 DF-SSWHERE APPLICABLE

BALL

OO

N F

RAM

E

THIS

LIN

E W

ITH

DBL

2x6

DF-

SS W

HER

E

APPL

ICAB

LE

A35 @ 24" O/C

A35 @ 24" O/C

37

1

P1

U

H1.

75"x

11.8

75 1

.55E

LSL

2D-1.3

2D-1.3

DBL

STUDS

DBL

STUDS

4D-1.2

SIM

CS16

SHEET NUMBER:

SHEET TITLE:

PROJECT NO.

DRAWN BY

FILE NAME

DATE

DESCRIPTION



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2012

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Drafting & Design


805.610.9545 (office)805.237.0480 (fax)

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S-4.0 ROOF FRAMING PLAN - LEVEL2.DWG

M.SHICK

1/30/2012 12:42 AM

ROOF FRMPLAN (LEVEL 2)

S-4.0ROOF FRM PLAN (LEVEL 2) - S-4.0