SPECIAL INSPECTION & STRUCTURAL MATERIAL VERIFICATION …STRUCTURAL... · 2016-02-03 · 2. acknowledgement that control will be exercised to obtain conformance with construction

12 PSF

0.543g 0.951g

" B "

G. MerkelSheet

Date:

Drawn By:

Scale:

Client:

1200 NE 112th Avenue Suite # B150Bellevue, WA 98005

(714)336-4714

3/4" = 1'-0"

SN1

7527

117

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10/14/14

110

25 PSF SNOW LOAD

25 PSF SNOW LOAD22 PSF

Revision Schedule

RevisionNumber Revision Description

RevisionDate

1 Revision 1 Date 1

SPECIAL INSPECTION & STRUCTURAL MATERIAL VERIFICATION

OWNER'S RESPONSIBILITYEMPLOY AN APPROVED SPECIAL INSPECTION AGENCY TO PERFORM SPECIALINSPECTIONS.

CONTRACTOR'S RESPONSIBILITYNOTIFY THE SPECIAL INSPECTOR IN ADVANCE FOR INDIVIDUAL INSPECTIONS FORITEMS SPECIFIED ON THE APPROVED BUILDING PERMIT PLAN.RETAIN SPECIAL INSPECTION RECORDS AT THE JOBSITE AND PROVIDE THESERECORDS FOR REVIEW BY THE BUILDING DEPARTMENT INSPECTOR UPON REQUEST.SUBMIT A STATEMENT OF RESPONSIBILITY IN ACCORDANCE WITH THEREQUIREMENTS SPECIFIED IN SECTION 1706, TO THE BUILDING OFFICIAL ANDOWNER PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR'S STATEMENT OFRESPONSIBILITY SHALL INCLUDE THE FOLLOWING:

1. ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTCONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND THE MINIMUMREQUIREMENT SPECIFIED IN IBC CHAPTER 17.

2. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAINCONFORMANCE WITH CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDINGOFFICIAL.

3. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'SORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND THEDISTRIBUTION OF REPORTS.

4. IDENTIFICATION AND QUALIFICATION OF THE PERSON(S) EXERCISING SUCHCONTROL AND THEIR POSITION(S) IN THE ORGANIZATION.

INTERNATIONAL RESIDENTIAL

THE SOILS REPORT IS PROVIDED BY EARTH SOLUTIONS NW, LLC PREPARED MAY/2015BY KYLE R CAMPBELL, PE, DESIGN SOIL PRESSURE 2,500 PSF (STRUCTURAL FILL)

GEOTECHNICAL SPECIAL INSPECTION FOR SOIL AND FOUNDATION PREPARATION

MONITORING OF EROSION CONTROLMONITORING OF EXCAVATIONSUBSURFACE DRAINAGE INSTALLATIONINSPECTION THE FOUNDATION DEPTH AND WIDTHVERIFY SOIL BEARING CAPACITYBACKFILL OPERATION INSPECTIONVERIFY TESTING REPORT OF CONTROLLED FILL AND COMPACTION

2012INTERNATIONAL BUILDING CODE.

(IF PROVIDED)

INTERNATIONAL BUILDING CODE SEC. 1704.

2012 IBC.

AND ALL WELDING SHALL BEPERFORMED BY WABO-CERTIFIEDWELDERS.

17. ALL WELDING SHALL BE PERFORMED BY WABO-CERTIFIED WELDERS.

ALL WOOD STUD WALL MEMBERS SHALL BE HEM-FIR (HF) GRADE(U.N.O.)

SHALL BE HEM-FIR (HF) U.N.O.

SHALL BE DOUG-FIR (DF) U.N.O.

SHALL BE DOUG-FIR (DF) U.N.O.

NOT USED

(NONE REQ'D)(NONE REQ'D)(EXCEEDING 5,000#)

IBC 1705.2

2012 IRC.

318-11.

3 PLAN CHECK CORRECTION 11/30/2015

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STRUCTURA L ENG I N

EER

105INT. BRG. WALL FDN DETAIL

25' - 6"

9"

4' - 6"

4' -

6"

5' -

0"

5' - 0"

3' - 0"

5' -

0"

5' - 0"

2' -

0"

3' - 0"

6' - 0"

6' -

0"5'

- 0"

5' - 0"

3' -

0"

6' - 3 3/4" 4' - 11 1/4" 6' - 3 3/4"

New Slab4" (Nominal Concrete Slab)

w/ 6x6 -10-10 W.W.M.6 MIL Visqueen

on 4" Gravel95 Percent R.C.

SlopeVerify

24"

24"

F1

F2

F5

F6

F6

F6

F6

8" CONC.STEM WALLON 24" WIDE@ 12" THK.

FTG(EXTERIORSTAIRS ANDPLANTER)

Compressive Strength 3,000 PSI Min. At28 Days Ready Mix Concrete ASTM C94(U.N.O.)

All Column Bases, Column Bolting,Holdown Straps, And Holdown Bolts,Critical To The Structural Integrity Of TheBuilding Shall Be Held In Place ByMeans Of Templates Prior To TheFoundation Inspection.

Provide Minimum 26 Gauge GalvanizedWeep screed At Foundation Plate Line,Weep Screed Shall Be a Minimum Of 4"Above Adjacent Grade And 2" AboveAdjacent Flatwork.

All Sill Bolting Shall Be 5/8" Dia. A.B.(48" o.c.) Max. U.N.O.

All Anchor Bolts Shall Have a Min.0.229"x3"x3" Plate Washers InstalledBetween Wood And A.B. Nut.

2 - Anchor Bolt/Fastener(s) Min. Per SillPl. Members.

Deformed Reinf. Shall Be ASTM A615,A1616, And A617.

Holdown Anchors Must Be Tied In PlacePrior To Foundation Inspection.

Fasteners For Preservative Treated AndFire Treated Wood Shall Be Of HotDipped Zinc Coated Galvanized Steel,Silicon Bronze or Copper. The CoatingWeights For Zinc Coated FastenersShall Be In Accordance With ASTM A153. CRC R317.3

All Details To Be Referenced on SheetSD1 (Unless Otherwise Noted)

All Soil Bearing Surfaces Shall BeSubject to Inspection and Approval bythe Geotechnical Engineer Prior toReinforcing and Concrete Placement.

Center Interior Footings on Walls orColumns, Typical U.N.O.

Verify all Dimensions Prior toConstruction.

See Architectural Sheets For Wall andFloor Drain Locations

Top of Footing Shall be 8" MinimumBelow Top of Finish Floor, Typical U.N.O.See Holdown Schedule For AdditionalStem Height For Anchor Embedment.

Embed. Locations Reference to LevelAbove.

FOUNDATION NOTES:

24"

MARK SIZE

F1 5' X 5' X 14" THK - #5 @ 8" O.C. (EW) T & BF2 NOT USEDF3 3' X 3' X 12" THK - (4) #4 (EW) BOT.F4 NOT USEDF5 4'-6" X 4'-6" X 12" THK - #4 @ 4" O.C. (EW)F6 3' CONT. X 12" THK (4) #4 BARSF7 NOT USEDF8 NOT USEDF9 NOT USEDF10 3' X CONT. X 12" THK - #4 @ 4" O.C. (EW) STEPPED WALL

MAIN FLOORFOUNDATION LEVEL

BASEMENT FLOORFOUNDATION LEVEL

MAIN FLOORFOUNDATION LEVEL

REFER TO SHEET SD0 FOR ALL OTHER PERTINANTFOUNDATION DETAILS

ELEVATORPIT

SECTIONTHIS SHEET

48"

F1

F1

REFER TO DETAIL 3/SD0.1FOR BOX COLUMN DETAIL

REFER TO DETAIL 3/SD0.1FOR BOX COLUMN DETAIL

5' - 11"

j1

MARK SIZE

j1 2X8 PT DF#2 @ 16" O.C.

ALL I-JOIST HARDWARE AND CONNECTORS SHALL BE DESIGNED BY THEEWP SUPPLIER AND APPROVED BY THE EOR PRIOR TO INSTALLATION

Special Instructions:

GeoTech engineer to be on-site to observe two slot cut excavation & foundationexcavation made along the frontage foundation line to evaluate soilcharacteristics and confirm slope stability

(3)

2'-0"

1'-0

"

DETAIL IN LIEU OF F6FTG WITH MONOLITHICSLAB POUR OPTION.

103 /SD

0

104 /SD

0.1

103 /SD

0

SEE 4/SD0.1TYP.

102/S0

2/SD

0.1

104 /SD

0.1

103A/SD0.1

103/SD0

102/S0

102/S0

102/

S0

102/S0

2/SD0.1 2/SD

0.1

104/SD0.1

104/SD0.1

103/SD

0

103 /SD

0

104 /SD

0.1

104/SD0.1

1' - 10"5' - 0" 2' - 0"

4' - 9"

5' -

0"

1' -

0"

1' -

0"

1' -

10"

5' - 0" 2' - 0"

5' - 0" 2' - 0"

9"

2' - 0"

3"1'

- 9"

8"2'

- 2"

1' -

10"

2' -

8"

2' -

0"5'

- 0"

2' -

0"

PER

ELEV

ATOR

SPE

C'S

106 ELEVATOR PIT SECTION

#4 BARS @ 12" o.c.T & B EA. WAY

10"

TYPICAL FOUNDATION WALL AT FRONT ENTRYSTAIRS

2' - 0" U.N.O. (PLAN VIEW)

8"VA

RIE

S

CL.3"

LAP

BAR

ON

ALT

#4

HO

OK

2' -

0"

8"

8"

8"

2- #4 BARS (CONT.)

#4 BARS @ 16" O.C.

#4 BARS @ 16" O.C.(ALT. HOOK)

#4 BARS @ 10" O.C.HORIZ.

FIN.GRADEVARIES

BUILDING WALL& CONNECTIONOR FENCE ASREQ'D. IF NOBUILDING WALLS-REFER TOPLANS

103

(2) #4 BARS TOP OFWALL (TYP.)

TYPICAL NON-RETAINING FDN WALL102

20" M

IN.

MIN

.

8"

G. MerkelSheet

Date:

Drawn By:

Scale:

Client:


(714)336-4714

As indicated

S0

7527

117

TH P

L SE

, NEW

CAS

TLE

WA

JESS

E AN

D P

AM B

UTT

AR

BUTTAR FAMILY

10/14/14

Revision Schedule


RevisionDate

1 Revision 1 Date 1

(SIDE)

REFER TODETAIL 103THIS SHEETAND 4/A10



REFER TODETAIL 102THIS SHEET



FOUNDATION PLAN

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STRUCTURA L ENG I N

EER

5' -

2"4'

- 7

1/2"

2' -

4"3'

- 8

1/2"

3' -

0"2'

- 3

1/2"

3' -

3 1/

4"4'

- 5

3/4"

4' -

7 3/

4"2'

- 10

3/4

"3'

- 1

1/4"

2

T1

T1

T1

T1

T1

T2

T3

T3

T3

T2

B34

B35

B36

B37

B38

B39

B40B41

B42

B43

B44

B45

MARK SIZE

B34 5.5X12 24F-V8 GLB (CANT'D)B35 5.25X11.88 2.0E PSL (DRAG)B36 4X10 DF#2B37 5.5X15 24F-V8 GLB (CANT'D)B38 4X12 DF#2B39 4X10 DF#2B40 5.25X14 2.0E PSLB41 5.25X14 2.0E PSLB42 5.25X9.5 2.0E PSLB43 7X9.5 2.0E PSLB44 5.5X24 24F-V8 GLBB45 5.5X24 24F-V8 GLBB46 5.25X11.88 2.0E PSL

C1 5.5X6 DF-L3 GLULAMC2 5.5X7.5 DF-L3 GLULAMC3 6X6 DF#1 PT. IF ON EXTERIORC4 HSS 5.5X5.5X3/8 A500-GR.B-46C5 HSS 5.5X5.5X3/8 A500-GR.B-46

T1 GIRDER TRUSS DESIGNED AND ALIGNED UNDER CRIPPLE ABOVE DESIGNED BY TRUSS MST48 STRAP AT EXTERIOR SIDE TO HEADER/WALL BELOW (TYPICAL)MANUFACTURER (DESIGN FOR WALL ABV)

T2 24" DEEP FLOOR TRUSS @ SPACING DESIGNED BY THE TRUSS MANUFACTURER AND NOT TO EXCEED 16" O.C. (DESIGN FOR WALL ABV)

T3 24" DEEP FLOOR TRUSS @ SPACING DESIGNED BY THE TRUSS MANUFACTURER AND NOT TO EXCEED 16" O.C.

J1 2X8 PT DF#2 @ 16" O.C.

HUSC610

4X104X10

4X10

4X10

4X10

4X10

6X10

6X12

4X10

4X10

4X10

4X10

4X10

OPEN

B46

C1

C3

C3

C3

C3

C2

C2

C4 DET 2/

S2

C5 DET 2/S2

F3

FRAMING NOTES:

1. ROOF FRAMING - PREMANUFACTURED ROOF TRUSSES @ 24" ON CENTER

2. TRUSS TO TRUSS CONNECTIONS TO BE DESIGNED BY THE TRUSS MANUFACTURER.

3. FLOOR FRAMING - (MAIN) 24" DEEP ENG. FLOOR TRUSSES BY APPROVED TRUSS MANUFACTURER (SECOND) 11 7/8" DEEP I-JOISTS AT 16" ON CENTER TYPICAL, U.N.O. PREMANUFACTURED JOISTS PER PLAN. USE IUS/LBV HANGERS TO MATCH JOIST SIZE AT FLUSH FRAMING CONDITIONS. SECURE JOISTS TO TOP PLATES WITH (2) 8d NAILS.

4. FLOOR SHEATHING SHALL BE PLYWOOD 'SCANT' U/L GLUED AND NAILED.

5. WALLS AND HOLDOWNS INDICATED ARE BELOW THE FRAMING LEVEL.

6. PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS SHALL BE DESIGNED AND BUILT TO ACCOMODATE 3/8" PER FLOOR WOOD SHRINKAGE.

7. SEE DETAIL 5 SHEET SD1 FOR TYPICAL HEADER/BUNDLED STUD PACK CONSTRUCTION.

8. BUNDLED STUD PACKS FROM LEVEL TO LEVEL SHALL CONTINUE DOWN TO THE FOUNDATION OR SUPPORTING BEAMS.

9. SEE DETAIL 10 SHEET SD2 FOR TYPICAL STAIR FRAMING DETAILS

10. HANGERS INDICATED ARE AS MANUFACTURED BY SIMPSON STRONG-TIE OR AN APPROVED EQUAL.

11. PROVIDE BLOCKING AT ALL BUNDLED STUD PACKS.

12. REFER TO ARCHITECHURAL DRAWINGS FOR DIMENSIONS.

13. ALL BEAMS AND HEADERS SHALL HAVE A MINIMUM OF (1) KING STUD AT EACH END FOR BRACING TYPICAL, U.N.O.

14. PROVIDE MINIMUM (2) 2x BUNDLED STUDS UNDER EACH BEAM END OR MIN. BEAM WIDTH WHICH EVER IS GREATER, TYPICAL, U.N.O..

15. SEE DETAILS 11 AND 12 ON SHEET SD2 FOR TYPICAL CORNER FRAMING DETAILS.

16. ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 15/32 PLYWOOD, UNLESS OTHERWISE NOTED FROM THE SHEAR SCHEDULE ON SHEET S4. USE TYPE 6 SHEARWALL NAILING U.N.O.

JOIST SCHEDULE NOTES:

1. HANGERS FOR TRUSSES AS SPECIFIED BY THE TRUSS DESIGNER.

2. SEE STRUCTURAL NOTES SN1 FOR ALL STRUCTURAL REFERENCES

JOIST/TRUSS MANUFACTURER SHALL PROVIDE LAYOUT DRAWINGS FOR APPROVAL WITH APPROVEDMIN RATING AND LL/480. SUBSTITUTIONS SHALL FURNISH EVIDENCE OF OF EQUIVALEN FLOORSTIFFNESS THAT MAY BE GREATER THAN THAT REQUIRED BY CODE.

W DL = 15 +10 PSFW LL = 40 PSF / 60 PSF DECKS

j1

4X12

FLOOR TRUSS AND BEAM ENGINEERING SHALL BEFURNISHED, PREPARED AND STAMPED BY THE TRUSSMANUFACTURER FOR APPROVAL PRIOR TO FABRICATION

ALL ROOF AND FLOOR TRUSSES LISTED ON SHEETS S1THRU S3 SHALL BE A DEFERRED SUBMITTAL AND COMPLYWITH IBC 107.3.4.1

4L=13'-8"

6 L=9'-10" 6L=12'-5"

4L=

15'-9

1/2

"

4L=

27'-0

"

H19

H19

H19

H19

H8

H8

H2

H4(min.)

C3 C3 C3 C3

5SD2.2

1SD2.2

1SD2.2

3SD2.2

4SD2.2

2SD2.2

3SD2.2

11SD2.1

1SD2.2

4SD2.2

3SD2.2

4x B

LK'G

4x B

LK'G

U/D 55

00#

U/D 55

00# DESIGN GIRDER FOR

UP/DOWN LOAD ASSHOWN FROM SW ABV.2x8 VERT. MBR @CONN.

FOR H11 (min.)

U/D 35

00#

HUC410

HUC410

HUC410

HUC410

585

PLF

TL L

OAD

FR

OM

ABV

.

14.5k

ABV.

1.7k

TL

LOAD

FR

OM

ABV

.

1.7k

TL

LOAD

FR

OM

ABV

.1.

49k

TL F

RO

M A

BV.

1.49

k TL

FR

OM

ABV

.

4.1k A

BV.

4.1k A

BV.

4.1k A

BV.

3.5k A

BV.

3.5k A

BV.

x.x k

ABV.

TRUSS MANUFACTURERTO DESIGN FORSUPERIMPOSED LOADFROM ABV. AS NOTEDON THE DRAWINGS

ALL SHEAR WALLS ANDHOLDOWNS SHOWN ON THIS PLANREPRESENT THE WALLS UNDERTHE LEVEL FRAMING (TYP.)

H19

H8

H5

TRUSSTO BM

MIN. 3PLY DF

MIN. 3PLY DF

MIN. 3PLY DF

ALL HDU's TO USE SIMPSON SB ANCHOR BOLTS OR APPROVED EQUIVALENT

6L=19'-1"

5SD0.1

8SD0.1

4 SIM

4' -

6"4'

- 6"

6000

# D

RAG

STR

UT

9'-0" CMST14 W/(2) 16d's @ 3.5" o.c. MIN.

4'-6" END LENGTH

B

6' -

6"

A

11' -

4"

17'-10" SIMPSONCMSTC14 W/ (2)

16d's @ 3 1/2" o.c.MIN.

*

* INDICATES WINDOWSTRAPPING. SEEDETAIL 1/SD1

H2

.

G. MerkelSheet

Date:

Drawn By:

Scale:

Client:


(714)336-4714

As indicated

S1

7527

117

TH P

L SE

, NEW

CAS

TLE

WA

JESS

E AN

D P

AM B

UTT

AR

BUTTAR FAMILY

10/14/14

Revision Schedule


RevisionDate

1 Revision 1 Date 1

1ST FLOOR FRAMING PLAN

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EOF WASH INGTON

STRUCTURA L ENG I N

EER

DN

UP

1' - 1 1/2"

5' -

2"

10' -

0"

15' -

1"

23' -

4 3

/4"

28' -

8 1

/2"

10 1

/2"

6' -

4"

13' - 0" 2' - 0"

4' -

11"

8' -

10"

7' - 0"

29' -

4"

14' - 3" 7' - 9"

B9

B9

B10

B11

B12B13

B14

B15

B16

B17

B18

B19

B20

B21

B23

B24

B25

B26B27

B28B31

B32

B33

j1

j3j5

j5j5

j4

j5

j4

j4

j2

GLTV

GLTV

LBV3.56/11.88

WP11.88

WELD HGLTV

HGLTV

2

4X12

4X12

4X10

MARK SIZE

B9 6X10 DF#1 PTB10 6X10 DF#1 PTB11 1.75X11.88 1.7E LSLB12 5.25X16 2.0E PSL (BOT. FLUSH TO TOP PLATE)B13 7X11.88 2.0E PSLB14 5.25X16 2.0E PSLB15 3.5X11.88 2.0E PSLB16 3.5X11.88 1.7E LSLB17 3.5X11.88 2.0E PSLB18 3.5X11.88 2.0E PSLB19 4X10 DF#2 PTB20 6X14 DF#2 PTB21 3.5X11.88 2.0E PSLB22 NOT USEDB23 1.75X11.88 1.7E LSLB24 1.75X11.88 1.7E LSLB25 3.5X11.88 1.7E LSLB26 4X10 DF#2 PTB27 4X10 DF#2 PTB28 6X14 DF#1 PT (DROPPED BEAM - HEADER WALL)B29 6X8 DF#2 PTB30 NOT USEDB31 W10X39 A92-50B32 W10X54 A92-50B33 W10X54 A92-50B34 3.5X11.88 2.0E PSL (DRAG COLLECTOR)

4X10

3.5X11.88 LSL (CONT.)

j2

3.5X

11.8

8 LS

L H

DR

(CO

NT'

D)

4X12

3.5X11.88 LSLHDR

3.5X

11.8

8 LS

L H

DR

(CO

NT'

D)

3.5X

11.8

8 LS

L H

DR

CO

NT.

2 S

PAN

4X10

4X10

4X10

4X10

HUS66

MID LANDINGFRAMING

j2j2

REVERSECONNECTION

B294X103.5X11.88 2.0E PSL HDR

MARK SIZE

j1 2X8 PT DF#2 @ 16" O.C.j2 2X10 PT DF#2 @ 16" O.C.j3 11-7/8" TJI/560 @ 16" O.C.j4 11-7/8" TJI/560 @ 16" O.C. (CANT'D TO CARRY WALL ABV.)j5 11-7/8" TJI/230 @ 16" O.C.

ALL I-JOIST HARDWARE AND CONNECTORS SHALL BE DESIGNED BY THEEWP SUPPLIER AND APPROVED BY THE EOR PRIOR TO INSTALLATION

ALL I-JOIST AND BEAM ENGINEERING SHALL BE FURNISHED,PREPARED AND STAMPED BY THE TRUSS MANUFACTURER FORAPPROVAL PRIOR TO FABRICATION

4L=27'-8"

6L=19'-10 1/2"

6L=11'-2" 6

L=6'-10"

44

4L=

15'-1

0"

FRAMING NOTES:

1. ROOF FRAMING - PREMANUFACTURED ROOF TRUSSES @ 24" ON CENTER

2. TRUSS TO TRUSS CONNECTIONS TO BE DESIGNED BY THE TRUSS MANUFACTURER.

3. FLOOR FRAMING - 11 7/8" DEEP I-JOISTS AT 16" ON CENTER TYPICAL, U.N.O. PREMANUFACTURED JOISTS PER PLAN. USE IUS/LBV HANGERS TO MATCH JOIST SIZE AT FLUSH FRAMING CONDITIONS. SECURE JOISTS TO TOP PLATES WITH (2) 8d NAILS.

4. FLOOR SHEATHING SHALL BE GLUED AND NAILED.

5. WALLS AND HOLDOWNS INDICATED ARE BELOW THE FRAMING LEVEL.

6. PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS SHALL BE DESIGNED AND BUILT TO ACCOMODATE 3/8" PER FLOOR WOOD SHRINKAGE.

7. SEE DETAIL 5 SHEET SD1 FOR TYPICAL HEADER/BUNDLED STUD PACK CONSTRUCTION.

8. BUNDLED STUD PACKS FROM LEVEL TO LEVEL SHALL CONTINUE DOWN TO THE FOUNDATION OR SUPPORTING BEAMS.

9. SEE DETAIL 10 SHEET SD2 FOR TYPICAL STAIR FRAMING DETAILS

10. HANGERS INDICATED ARE AS MANUFACTURED BY SIMPSON STRONG-TIE OR AN APPROVED EQUAL.

11. PROVIDE BLOCKING AT ALL BUNDLED STUD PACKS.

12. REFER TO ARCHITECHURAL DRAWINGS FOR DIMENSIONS.

13. ALL BEAMS AND HEADERS SHALL HAVE A MINIMUM OF (1) KING STUD AT EACH END FOR BRACING TYPICAL, U.N.O.

14. PROVIDE MINIMUM (2) 2x BUNDLED STUDS UNDER EACH BEAM END, TYPICAL, U.N.O..

15. SEE DETAILS 11 AND 12 ON SHEET SD2 FOR TYPICAL CORNER FRAMING DETAILS.

16. ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 15/32 PLYWOOD, UNLESS OTHERWISE NOTED FROM THE SHEAR SCHEDULE ON SHEET S4. USE TYPE 6 SHEARWALL NAILING U.N.O. ALL HOLDOWNS SHOWN ARE LOCATED AT SOLE PLATE OF WALL ON THIS SHEET. ALL SHEAR TO SHEAR TRANSFER BETWEEN FLOORS SHALL COMPLY WITH DETAIL 2 AND 9 ON SHEET SD2.1.

JOIST SCHEDULE NOTES:

1. HANGERS FOR TRUSSES AS SPECIFIED BY THE TRUSS DESIGNER.

2. SEE STRUCTURAL NOTES SN1 FOR ALL STRUCTURAL REFERENCES

JOIST MANUFACTURER SHALL PROVIDE LAYOUT DRAWINGS FOR APPROVAL WITH APPROVED MIN RATINGAND LL/480. SUBSTITUTIONS SHALL FURNISH EVIDENCE OF OF EQUIVALEN FLOOR STIFFNESS THAT MAYBE GREATER THAN THAT REQUIRED BY CODE.

4L=

15'-2

"

4L=8'-10"

4L=

12'-6

"

4L=

8'-0

"

H2

H2H2

H1b

H1b

C3

C3

C3 C3

C3

B34

6SD1

6SD1

6SD1

1SD2.1

3SD2.1

4SD2.1

3SD2.1

3SD2.1

6SD0.1

6SD2.1

3SD2.1

3SD2.1

3SD2.1

4SD2.1

3SD2.1

3SD2.1

1S2

1S2

11SD2.1

11SD2.1

SEE

DET

AIL

2

4' -

0" B17

SHT

2

ALIGN W/ HD ABV.

ALIGN W/ HD ABV.

5SD2.1

BLK'G BELOWSHEARWALL

ABV.

H2

H2

H8


H4

H11

2X6 JSTSHERE FORCEILINGHT.CLEAR.LANDING

3-1/2x11-7/8 LSL SOLID RIM CONTENTIRE LENGTH OF WALL

3.5X11.88 LSLSOLID BLK'GOVER WALL

12' -

0".

H8

INCREASE DIAPHRAGMNAILING SEE 7/SD0.1

L =

6'-2

"

TYP.

1SD2.1UNO.

#2 H

F (2

)2X1

2D

RAG

STR

UT

2000

#

#2 H

F (2

)2X1

2D

RAG

STR

UT

2000

#

#2 HF (2)2X12DRAG STRUT 2000#

4'-0" CMSTC16 W/(2) 16d's @ 3" o.c.

4'-0" CMSTC16 W/(2) 16d's @ 3" o.c.

4' - 0"

4' -

0"

4'-0" CMSTC16 W/(2) 16d's @ 3" o.c.

SIMPSON MST37ATTACH W/(2)ROWS OF16d's


**

ALIGN POST EDGE W/ EDGEOF BEAM BELOW @ END OFSIMPSON SHEAR WALL

A

A

SECTION A-A

GIRDER TRUSS TO BEDESIGNED ANDMANUFACTURED WITH2x6 VERT. SEE PLANSFOR LOADS

ALIGN POST EDGE OFSIMPSON STRONG WALLOVER 3-PLY FLOORGIRDER TRUSS (WHEREOCCURS)

G. MerkelSheet

Date:

Drawn By:

Scale:

Client:


(714)336-4714

As indicated

S2

7527

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02/05/15

Revision Schedule


RevisionDate

1 Revision 1 Date 11 DECK LEDGER DETAIL

2 TYPICAL STEEL BEAM TO COLUMN CONNECTION

3/4" = 1'-0"5 HOLDOWN TO BEAM/HEADER BELOW3

2ND FLOOR FRAMING PLAN

NTS


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6' -

2"6'

- 2"

7' -

0"

10' -

9"

17' -

2 1

/2"

8' - 0"

GIRDERSETBACK

GIR

DER

SETB

ACK

GIR

DER

SETB

ACK

GIR

DER

SETB

ACK

GIR

DER

SETB

ACK

GIR

DER

SETB

ACK

GIRDERSETBACK

10' Ceiling

11' Ceiling

13' 6" Ceiling11' Ceiling

1

1

1

1

1

1

1

2

7

2

2

2

2

3

3

3

3

4

4

4

5

5 6

A

AB

Typ

B

Typ

C

D

D

A

B

A

A

E

Typ

E

Typ

B1

B6B3

B2

B4

B5

B8

B7

F

Typ

G

G

10'-1-1/8" PL. HT. U.N.O.

PL. HT. PLATE TO BE SITECALCULATED BASED ON

ROOF SLOPE

13'-7-1/8" PL. HT. U.N.O.

11'-1-1/8" PL. HT. U.N.O.

4X8 4X8 4X8

4X6

3-1/

2X9

GLB

(CO

NT'

D)

4X8

4X6

(CO

NT'

D)

4X8

4X6

4X6

4X8

4X8

4X8

3-1/

2X9

GLB

(CO

NT'

D)

3-1/

2X9

GLB

(CO

NT'

D)

4X6

MARK SIZE

B1 6X12 DF#1B2 5.5X10.5 24F-V4 GLBB3 5.5X16.5 24F-V4 GLBB4 5.5X12 24F-V4 GLBB5 5.5X16.5 24F-V4 GLBB6 4X12 DF#2B7 5.5X12 24F-V4 GLBB8 4X12 DF#2

C

ALL ROOF TRUSS ENGINEERING SHALL BE FURNISHED,PREPARED AND STAMPED BY THE TRUSS MANUFACTURERFOR APPROVAL PRIOR TO FABRICATION

ALL ROOF AND FLOOR TRUSSES LISTED ON SHEETS S1 THRUS3 SHALL BE A DEFERRED SUBMITTAL AND COMPLY WITH IBC107.3.4.1

MARK SIZE

GIRDER TRUSS1

JACK TRUSSES @ 24" O.C.2

ENG ROOF TRUSSES @ 24" O.C.3

CALIFORNIA FRAMING @ 24" O.C.4

2X4 @ 24" O.C. LADDER FRAMING5

SKYLIGHT REFER TO ARCHITECTURALSHEET FOR SPECIFICATIONS

6

2X10's PT ROOF RAFTERS @ 24" O.C.7

THJA TYPE HGRA

LUS TYPE HGRB

HGUS TYPE HGRC

HHUS TYPE HGRD

HUS TYPE HGRE

THA TYPE HGRF

HUS SKEW TYPE HGRG

6L=18'-4"

6L=

7'-1

0"

44L=5'-11"

4L=

7'-1

0"

6L=14'-5"

6L=18'-6 1/2"

6

6L=

18'-0

"

H1a

(min

.)

6

2' - 3 1/2" 6' - 0"

GIRDERSETBACK

B

Typ

A

E

2

2SD3

2SD3

3SD3

2SD3

2SD3

2SD3

2SD3

9SD3

8SD3

5SD3

6SD3

TYP. ALL NON-BRGWALLS

4SD3

7SD3

10SD3

10SD3

11SD3

11SD3


H1a

(min

.)

H4

(min

.)

H11 (min.)

4L=8'-11"

H2 (min.)

DRAG = 4000#

DRAG = 4000#

A

8' - 0"

B

4' - 0"

A

8' - 0"

B

4' - 0"

SEE DETAIL 5/SD0.1

SIMP CMSTC16 STRAPSEE DETAIL 5/SD0.1

L=8'

-11"

6'-0" SIMPSON CMSTC16W/ (2) 16d's @ 3" o.c.

4000

# DR

AG S

TRUT

11SD2.1

A

4' -

0"

B

8' -

0"

DRAG

STR

UT 4

000#

SIMP CMSTC16 STRAPSEE DETAIL 5/SD0.1


*

*

SIMP CMSTC16 STRAP

G. MerkelSheet

Date:

Drawn By:

Scale:

Client:


(714)336-4714

As indicated

S3

7527

117

TH P

L SE

, NEW

CAS

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WA

JESS

E AN

D P

AM B

UTT

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BUTTAR FAMILY

10/14/14

Revision Schedule


RevisionDate

1 Revision 1 Date 1

(4) 2"ROOF FRAMING PLAN

NTS


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EOF WASH INGTON

STRUCTURA L ENG I N

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SEE DETAIL 103A OR 103 ONSD0.1 AND 103/SD0.1

TYPICAL UNRESTRAINED FOUNDATION WALL (0' - 6')103

G. MerkelSheet

Date:

Drawn By:

Scale:

Client:


(714)336-4714

As indicated

SD0

7527

117

TH P

L SE

, NEW

CAS

TLE

WA

JESS

E AN

D P

AM B

UTT

AR

BUTTAR FAMILY

02/09/15

Revision Schedule


RevisionDate

1 Revision 1 Date 1

3/4" = 1'-0"1TYP FRAMING AT STEPPED RETAININGWALL

3/4" = 1'-0"4 TYPICAL STEPPED FOOTING DETAIL

1/2" = 1'-0"3 TYPICAL WALL PENETRATION DETAIL

1" = 1'-0"5 WALL CONNECTION AT SLAB

3/4" = 1'-0"2 SILL PLATE ANCHORAGE

14"

12"

10"

10"

10"

4'-6" 2'-0" 2'-6" 16"

16"1'-6"14"2'-10" 1'-4"

CONSULT WITH ENGINEER OFRECORD FOR SIZING OFUNRESTRAINED WALLSHEIGHTS GREATER THANSHOWN ON THIS CHART

16"

16"

16"


14"4'-9" 2'-3" 2'-6" #4 at 16" o.c. - EDGE6'-1" to7'-6"

8" (4)-No.5 N/A

3/4" = 1'-0"6 NOTCHED AND BORES

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SD0.1

SECTIONS &DETAILS

103A 104 2 3

NOTE:NO FRAMED FLOOR AT104 SIM.

NOTE:INSTALL SOG AT BASEOF WALL PRIOR TOBACKFILLING.

NOTE:INSTALL SOG AT BASEOF WALL PRIOR TOBACKFILLING.

5

8

6" CONC STEM WALL

6 7

SEE PLAN & SCHEDFOR FTG SIZE ANDREINF

1'-0

"

nbonck

Text Box

16"OC

nbonck

Text Box

LSL

nbonck

Text Box

nbonck

Text Box

DIAPHRAGM BOUNDARY NAILING TO BE 10d's @ 4" FOR 12'-0"

nbonck

Text Box

DIAPHRAGM BOUNDARY NAILING TO BE 10d's @ 4" FOR 12'-0"

3/4" T&G CDX

7/16" CDX OR OSB

2X

WALL WHERE OCCURS

G. MerkelSheet

Date:

Drawn By:

Scale:

Client:


(714)336-4714

As indicated

SD1

7527

117

TH P

L SE

, NEW

CAS

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10/14/14

1" = 1'-0"1 SHEAR WALL TYPICAL DETAIL

1/4" = 1'-0"4TYPICAL PLYWOOD SHEATHINGCONSTRUCTION

1" = 1'-0"5 TYPICAL HDR CONSTRUCTION

3/4" = 1'-0"6 FLOOR FRAMING AT FL. STL. BM.

3/4" = 1'-0"7 TYPICAL BM TO POST CONNECTION

Revision Schedule


RevisionDate


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EOF WASH INGTON

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PER SHEARWALLSHD. S-1

PER SHEARWALLSHD. S-1

PER SHEARWALL SHD. S-1



PER FASTENERSHD. SD-1

PER FASTENERSHD. SD-1

G. MerkelSheet

Date:

Drawn By:

Scale:

Client:


(714)336-4714

As indicated

SD2

7527

117

TH P

L SE

, NEW

CAS

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E AN

D P

AM B

UTT

AR

BUTTAR FAMILY

10/30/14

1" = 1'-0"1 STEEL BEAM TO BEAM CONNECTION 3/4" = 1'-0"2 TYP FRAMING PERP TO EXT WALL

3/4" = 1'-0"3TYPICAL FRAMING PARALLEL TO EXTWALL

3/4" = 1'-0"4 TYPICAL TOP PLATE SPLICE

3/4" = 1'-0"5 TYP INT WALL TO PARALLEL FRAMING 3/4" = 1'-0"7 TYPICAL FRAMING TO BEAM

3/4" = 1'-0"8 I-JOIST NAILING AT BEARING

3/4" = 1'-0"9 TYP HEADER AT STRUCTURAL WALL 3/4" = 1'-0"10 TYPICAL STAIR FRAMING

3/4" = 1'-0"11 TYP HOLDOWN PLACEMENTS 3/4" = 1'-0"12 TYPICAL WALL INTERSECTIONS

Revision Schedule


RevisionDate

3/4" = 1'-0"6 TYP INT WALL TO PERP FRAMING


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EOF WASH INGTON

STRUCTURA L ENG I N

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LSL 1.5E RIM &BLK'G

3

3-1/2" LSL3-1/2" LSL

NAILING SHALL EXTEND TOUNDERSIDE OF SHEATINGAND NAILING PER SHEAR

WALL BELOW

NAILING SHALL EXTEND TOUNDERSIDE OF SHEATINGAND NAILING PER SHEAR

WALL BELOW

DOUBLE BOUNDARYNAILS

Strap @Where NoWall BelowWall BelowWhereOccurs

SIMPSON STRAP SEE PLANS FOR SIZE ANDLOCATION

STRAP TOP PLATE TO TOP PLATE OR BEAMTO CONT. PLATESEE PLANS FOR STRAP REQUIRED

G. MerkelSheet

Date:

Drawn By:

Scale:

Client:


(714)336-4714

As indicated

SD2.1

7527

117

TH P

L SE

, NEW

CAS

TLE

WA

JESS

E AN

D P

AM B

UTT

AR

BUTTAR FAMILY

07/27/15

Revision Schedule


RevisionDate

1 Revision 1 Date 1

1 CANTILEVERED FLOOR JOIST SHEAR TRANSFER

2 TYPICAL HOLDOWN TRANSFER BETWEEN FLOORS

3 FLOOR JOIST SHEAR TRANSFER

4 DECK JOIST CONNECTION DETAIL

5 TYPICAL BEAM TO LINE OF BLOCKING

6 LOW ROOF TO FLOOR CONNECTION

7 TYPICAL TOP CHORD SPLICE

8 TYPICAL HOLDOWN THRU FLOOR

9 TYPICAL STRAP BETWEEN FLOORS

10 TYPICAL BEAM TO POST CONNECTION

11 TYPICAL DRAG TO STUD WALL

A35 SIMPSON CLIP SPACING PER SHEARWALL SCHEDULE AND NOTES 9 AND 10IN THE SHEAR WALL SCHEDULE


KAL

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W/ 8d MATCH SW BELOW

G. MerkelSheet

Date:

Drawn By:

Scale:

Client:


(714)336-4714

3/4" = 1'-0"

SD2.2

7527

117

TH P

L SE

, NEW

CAS

TLE

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E AN

D P

AM B

UTT

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BUTTAR FAMILY

07/27/15

Revision Schedule


RevisionDate

1 PERPENDICULAR FLOOR TRUSS AT EXTERIOR WALL

2 MONO TRUSS AND FLOOR TRUSS INTO FLUSH BEAM DETAIL 3 TOP CHORD BRG. FLOOR TRUSS @ FLUSH BEAM DETAIL

4 LAP TRUSS @ INTERIOR BEARING WALL

5 CANTILEVERED FLOOR TRUSS AT EXTERIOR WALL


KAL

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EOF WASH INGTON

STRUCTURA L ENG I N

EER

2'-0" 2'-0"

A

B

(SEE TABLE)

G. MerkelSheet

Date:

Drawn By:

Scale:

Client:


(714)336-4714

As indicated

SD3

7527

117

TH P

L SE

, NEW

CAS

TLE

WA

JESS

E AN

D P

AM B

UTT

AR

BUTTAR FAMILY

07/22/15

Revision Schedule


RevisionDate

1 Revision 1 Date 1

1 UNINHABITTABLE ATTIC STORAGE LOADING

2 TRUSS HEEL @ EXT. SHEAR TRANSFER

3 RAISED HEEL @ EXT. SHEAR TRANSFER

4 HIGH TO LOW WALL DETAIL

6 TRUSS @ NON-BRG WALL

7 ROOF RAFTER DETAIL

8 ROOF TRUSS @ GIRDER TRUSS CONNECTION

5 SHEAR TRUSS BLOCKING DETAIL9 DRAG TRUSS II SHEAR WALL

10 TYPICAL CALIFORNIA FRAMING

11 TYPICAL DRAG COLLECTOR DETAIL


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EOF WASH INGTON

STRUCTURA L ENG I N

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Documents

SPECIAL INSPECTION & STRUCTURAL MATERIAL VERIFICATION …STRUCTURAL... · 2016-02-03 · 2. acknowledgement that control will be exercised to obtain conformance with construction