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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

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Text of FOUNDATION CALLOUTS LEGEND - M.E. Designs (3) #5 BARS TOP & BOTTOM INTO 15" WIDE x 24" DEEP FOOTING...

  • 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 @ 13" o/cor LPT4 @ 12" o/c

    RBC @ 10" o/cor LPT4 @ 10" o/c

    RBC @ 10" o/cor LPT4 @ 8" 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" A.B.

    @ FNDSILL PLATE [email protected] 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 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

    TO CENTERLINE OF FOOTING

    2D-1.6

    SP

    AC

    ED

    EV

    EN

    LY9'

    -2" M

    AX

    SPACED EVENLY9'-2" MAX

    10

    9

    SHEET NUMBER:

    SHEET TITLE:

    PROJECT NO.

    DRAWN BY

    FILE NAME

    DATE

    DESCRIPTION

    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

    M.SHICK

    1/30/2012 12:42 AM

    FND PLAN(BASEMENT)

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

  • SHEET NUMBER:

    SHEET TITLE:

    PROJECT NO.

    DRAWN BY

    FILE NAME

    DATE

    DESCRIPTION

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

    M.SHICK

    1/30/2012 12:42 AM

    FND (LEVEL 1)& FRM(BASEMENT)

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

  • SHEET NUMBER:

    SHEET TITLE:

    PROJECT NO.

    DRAWN BY

    FILE NAME

    DATE

    DESCRIPTION

    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-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

  • SHEET NUMBER:

    SHEET TITLE:

    PROJECT NO.

    DRAWN BY

    FILE NAME

    DATE

    DESCRIPTION

    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-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 S

    TUDS

    DBL S

    TUDS

    4x6 D

    F#2

    ACE6

    4x6 D

    F#2

    CCQ4

    4

    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

    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 @ 13" o/cor LPT4 @ 12" o/c

    RBC @ 10" o/cor LPT4 @ 10" o/c

    RBC @ 10" o/cor LPT4 @ 8" 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" A.B.

    @ FNDSILL PLATE [email protected] 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

    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:SDS14x3.5" 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)

    SHEET NUMBER:

    SHEET TITLE:

    PROJECT NO.

    DRAWN BY

    FILE NAME

    DATE

    DESCRIPTION

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

    M.SHICK

    1/30/2012 12:42 AM

    FLR FRM PLAN(LEVEL 1)(DETAILS)

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

  • SHEET NUMBER:

    SHEET TITLE:

    PROJECT NO.

    DRAWN BY

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    DATE

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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

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    805.610.9545 (office)805.237.0480 (fax)

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

    M.SHICK

    1/30/2012 12:42 AM

    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

    #14x6

    DF#1

    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 @ 13" o/cor LPT4 @ 12" o/c

    RBC @ 10" o/cor LPT4 @ 10" o/c

    RBC @ 10" o/cor LPT4 @ 8" 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" A.B.

    @ FNDSILL PLATE [email protected] 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 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 60 VERTICAL HOLDOWN STRAP BETWEEN FLOORS

    = MST 48 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 NAILEDWITH 10d AT 6-6-12 " O.C. CASE 1 LAYOUT.

    4. ALL LUMBER SHALL BE IDENTIFIED WITH THE GRADE MARK AND STAMP OF THEGRADING 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 118"" CDX PLY W/ 10d AT 6" O.C. EDGES AND 12"

    O.C. FIELD. CASE 1 LAYOUT2. USE 5 8" T1-11 OR EQUIVALENT AT EAVES W/ 6-6-12 NAILING AND CASE 1

    LAYOUT. 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) SDS14x6" 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

    DBL

    STUD

    S

    6x6

    DF#

    1

    DBL

    STUDS

    DBLSTUDS

    D7

    6x6 DF#1

    DBL

    STUDS DBL

    STUD

    S

    6x6 DF#1

    4x4 D

    F#2

    4x4 DF#2

    4x4 DF#2

    DBL

    STUD

    S

    DBL

    STUD

    S

    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

    -SKR

    46

    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

    STUD

    S

    DBL

    STUD

    S

    4D-1.2

    SIM

    CS16

    SHEET NUMBER:

    SHEET TITLE:

    PROJECT NO.

    DRAWN BY

    FILE NAME

    DATE

    DESCRIPTION

    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-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