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Robb

Studio

Inc.3720 S. WASHINGTON ST. DENVER, CO 80113O/C 303-908-4430

[email protected]

COPYRIGHT 2015©

ANY UNAUTHORIZED USE OF THESEDOCUMENTS IS PROHIBITED WITHOUTTHE WRITTEN CONSENT OF ROBBSTUDIO, INC.

ISSUED FOR DATE

PROJECT NO. DATE

DRAWN CHECKED

SHEET TITLE

SHEET NO.

35ELATI

2015.10 08/29/15

KYSE SS

GENERAL NOTES

S0.1

CONSTRUCTION 08/29/15

18

' -

0"

47' - 4 1/2"

11 7/8" TJI 210 AT 16"

1' -

4"

TYP

8"

TYP

1' - 0"

A

S3.1

B

S3.1

A

S3.1

B

S3.1

B1

B1

B3

B1

B1

B3

C

S4.1

12" Ø PIER REINFWITH (3) #4 VERT ~TYP (3) PLACES

C

S3.1

D

S3.1

D

S3.1

22' - 9 1/2"

22

' -

10

"

4" CONCRETE SLAB-ON-GRADEREINF WITH 6x6-W1.4xW1.4 WWFAT SLAB MID-DEPTH

SLOPE DOWN 1/8" PER FT

H

S3.1

H

S3.1

J

S3.1

K

S3.1

H

S3.1

JA

CK

TR

USSES A

T 2

4"

11 7/8 TJI 210 AT 16"

B1

B3B5

B4 B4

B4

B4

B4

B2B1

A11A11A12A11A12

A1

2A

12

A1

2A

11

2

2

2111

1 1 1

1 1

1 1 1 1

A

S4.1

A

S4.1

C

S4.1

B

S4.1

11

1 1

D

S4.1

H

S4.1

1

C2

3

D1

1

2x4

OU

TRIG

GER

S A

T 2

4"

RIDGE

ATTIC TO BE CLEAR OFTRUSS WEB MEMBERS ~RE: ARCH

TRUSSES AT 24"

K

S4.1

L

S4.1

PLAN REFERENCES:TOP OF FLOOR DECK 100'-0" U.N.O.GENERAL PROJECT NOTES S0.1TOP OF CONCRETE WALL 99'-9 3/4' U.N.O.

PLAN NOTES:1. FLOOR DECKING SHALL BE 23/32" THICK TONGUE AND GROOVE APA-RATED

SHEATHING. REFER TO SCHEDULE FOR NAILING REQUIREMENTS.2. EXTERIOR WALL STUDS SHALL BE 2x6 AT 16" O.C. UNLESS NOTED OTHERWISE.3. BEAMS SHALL BEAR ON (2) 2x POSTS UNLESS NOTED OTHERWISE.

BEAM TYPE BX RE: SCHEDULE S2.2

HEADER SCHEDULE

POST TYPE

XXX

X RE: SCHEDULE S2.2

RE: SCHEDULE S2.24. COORDINATE ALL CONSTRUCTION WITH ARCHITECTURAL, MECHANICAL,PLUMBING AND CIVIL DRAWINGS.

5. REFERENCE ALL OTHER DRAWINGS FOR NON-STRUCTURAL ITEMS SUCH ASEQUIPMENT PADS, DRAINS, CURBS, UNDERSLAB UTILITIES, ETC.

PLAN REFERENCES:TOP OF FLOOR DECK 110'-0" U.N.O.GENERAL PROJECT NOTES S0.1

PLAN NOTES:1. FLOOR DECKING SHALL BE 23/32" THICK TONGUE AND GROOVE APA-

RATED SHEATHING. REFER TO SCHEDULE FOR NAILING REQUIREMENTS.

2. ROOF DECKING SHALL BE 15/32" THICK APA-RATED SHEATHING. REFERTO SCHEDULE FOR NAILING REQUIREMENTS.

3. EXTERIOR WALL STUDS SHALL BE 2x6 AT 16" O.C. UNLESS NOTEDOTHERWISE.

4. BEAMS SHALL BEAR ON (2) 2x POSTS UNLESS NOTED OTHERWISE. BEAM TYPE BX RE: SCHEDULE S2.2

HEADER SCHEDULE

POST TYPE

XXX

X RE: SCHEDULE S2.2

RE: SCHEDULE S2.2

GARAGE ROOF TRUSS DESIGN CRITERIA1. TRUSS DESIGN LOADS

A. TOP CHORD DEAD LOAD ~ TYPICAL ROOF . . . . . . . . . . . . . . . . . . . . . . . . .B. TOP CHORD LIVE LOAD (SNOW) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .C. BOTTOM CHORD DEAD LOAD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .D. BOTTOM CHORD LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

2. LIMIT LIVE LOAD VERTICAL DEFLECTION OF TRUSSES TO SPAN / 480.

3. GENERAL CONTRACTOR SHALL COORDINATE MECHANICAL DUCT ROUTING THROUGH

TRUSS WEB MEMBERS.

4. TRUSS DESIGNER SHALL DESIGN FOR SNOW DRIFT LOADING ACCORDING TO THE

GOVERNING BUILDING CODE.

10 PSF25 PSF5 PSF20 PSF

PLAN REFERENCES:GENERAL PROJECT NOTES S001SUBGRADE PREPARATION RE: GEOTECHNICAL REPORTSLAB-ON-GRADE JOINTING RE: G/S3.1

PLAN NOTES:1. SLAB-ON-GRADE IS TO BE 4" THICK NORMAL WEIGHT CONCRETE OVER VAPOR BARRIER AND 4 INCHES OF GRANULAR FILL UNLESS NOTED OTHERWISE. REINFORCE WITH 6x6-W1.4xW1.4 WWF CENTERED AT MID-DEPTH OF SLAB.

PROVIDE IN SHEETS ONLY.2. LOCATE SLAB-ON-GRADE CONTROL JOINTS AND CONSTRUCTION JOINTS TO

CREATEAPPROXIMATELY SQUARE PANELS MEASURING LESS THAN 200 SQ.FEET IN AREA. LOCATE JOINTS ON COLUMN CENTERLINES WHERE POSSIBLE.CONTRACTOR TO SUBMIT PROPOSED JOINT LOCATION PLAN FOR REVIEWAND APPROVAL BY ENGINEER.

3. COORDINATE ALL CONSTRUCTION WITH ARCHITECTURAL, MECHANICAL,PLUMBING AND CIVIL DRAWINGS.

4. REFERENCE ALL OTHER DRAWINGS FOR NON-STRUCTURAL ITEMS SUCH ASEQUIPMENT PADS, DRAINS, CURBS, UNDERSLAB UTILITIES, ETC.

WALL SHEATHING NOTES:

1. ALL SHEATHING SHALL BE APPLIED DIRECTLY AGAINST THE FACEOF THE STUD WITH NO AIR SPACE.

2. REFER TO ARCHITECTURAL DRAWINGS FOR COMPLETE WALLCOMPOSITION INCLUDING NON-STRUCTURAL SHEATHING,RESILIENT CHANNEL LOCATION, ETC.

3. EXTERIOR SHEATHING AT EAST AND WEST HOUSE AND GARAGEWALLS SHALL BE 15/32" APA RATED SHEATHING FASTENED WITH 8dCOMMON NAILS AT 6" O.C. AT PANEL EDGES AND 12" O.C. FIELDNAILING. PANEL EDGES SHALL BE BLOCKED.

4. BLOCKING SHALL BE 2x MATERIAL OF THE SAME DEPTH ANDSPECIES AS THE PRIMARY WALL FRAMING.

5. EXTERIOR SHEATHING AT NORTH AND SOUTH HOUSE ANDGARAGE WALLS SHALL BE 5/8" GYP BOARD FASTENED WITH 6dCOOLER NAILS AT 7" O.C. AT PANEL EDGES AND 12" O.C. FIELDNAILING. PANEL EDGES ARE NOT BLOCKED.

Robb

Studio


[email protected]

COPYRIGHT 2015©


ISSUED FOR DATE

PROJECT NO. DATE

DRAWN CHECKED

SHEET TITLE

SHEET NO.

35ELATI

2015.10 08/29/15

KYSE SS

FOUNDATION AND 2NDFLOOR/ROOF FRAMING PLANS

S2.1

S2.1 1/4" = 1'-0"

1 FOUNDATION / FIRST FLOOR PLAN

S2.1 1/4" = 1'-0"

2 2ND FLOOR / GARAGE ROOF FRAMING PLAN


2

2 ADD2 02/17/16

A12 A11 B23

A1

2

A11A11A11A11

A1

1A

11

A1

1

GT

GT

GT

GT

GT

GT

GT

ATTIC HATCH BELOW

ATTIC TO BECLEAR OF TRUSSWEB MEMBERS

TRUSSES AT 24" TRUSSES AT 24"

1 1

1111

RIDGE

J

S4.1

J

S4.1

K

S4.1

K

S4.1

G

S4.1

2x4

OU

TRIG

GER

S A

T 2

4"

O.C

.

2x4

OU

TRIG

GER

S A

T 2

4"

O.C

.

GT

GT

GT

GT

1

WALL HEADER AND JAMB SCHEDULEMARK SIZE REMARKS HEADER AND JAMB KEY

A

B

C

D

E

F

G

H

B12

(3) 2x6

HEADER

NO. OFTRIMMERSTUDS REQ'D

NO. OFKING STUDSREQ'D

EXAMPLE:B12 = (3)2x10 HEADERWITH (1) TRIMMERAND (2) KING STUDS

NOTE: AT 2x6 WALLS, BUILD OUT HEADERS TO A TOTAL WIDTH OF 5 1/2" BY ADDINGPLYWOOD SPACERS BETWEEN INDIVDUAL MEMBERS AND/OR 2x MEMBERS SAME DEPTHAS HEADER.

HEADER ~ RE: SCHEDULE FOR SIZE

TRIMMER AND KINGSTUDS ~ RE: SCHEDULE

TRIM

MER

S

KIN

GS

OPENING WIDTH ~ RE: ARCH

(3) 2x10

(2) 1 3/4 x 11 7/8 LVL

(2) 2x6

BEAM SCHEDULEMARK SIZE

B1

B2

B3

B4

B5

B6

B7

B8

1 3/4 x 11 7/8 LVL

(2)1 3/4 x 11 7/8 LVL

(3)1 3/4 x 11 7/8 LVL

4 x 1 0 DF-L #1

11 7/8 TJI 210

POST SCHEDULEMARK SIZE

(2) 2x6 HF

COMMENTS

STUD OR BETTER1

2

3

4

5

6

7

8

NOTES: 1. PROVIDE A MINIMUM OF (2) STUDS AT EACH BEAM SUPPORT IF NO POST IS DESIGNATED.2. ALL MULTIPLE STUD POSTS SHALL BE FASTENED TOGETHER AS SHOWN IN DIAGRAM ABOVE.3. WHERE NAILS ARE USED, EACH ADDITIONAL STUD IS NAILED TO REMAINDER OF STUD PACK AS SHOWN ABOVE.

10dCOMMONNAILS

STAGGERROWS AFTEREND NAILS

1 1/2" TYP

4"

TYP

EA

EN

D9

" TY

P

8x8 DFL NO. 1

PLAN REFERENCES:TOP OF WALL PLATE 119'-0" U.N.O.GENERAL PROJECT NOTES S0.1

PLAN NOTES:1. ROOF DECKING SHALL BE 15/32" THICK APA-RATED SHEATHING. REFER

TO SCHEDULE FOR NAILING REQUIREMENTS.

BEAM TYPE BX RE: SCHEDULE S2.2

HEADER SCHEDULE

POST TYPE

XXX

2. BEAMS SHALL BEAR ON (2) 2x POSTS UNLESS NOTED OTHERWISE.3. REFER TO SCHEDULE FOR TRUSS DESIGN LOADING CRITERIA.4. REFER TO ARCHITECTURAL DRAWINGS FOR ROOF SLOPES.5. "GT" = GIRDER TRUSS X RE: SCHEDULE S2.2

RE: SCHEDULE S2.2

ROOF TRUSS DESIGN CRITERIA1. TRUSS DESIGN LOADS

A. TOP CHORD DEAD LOAD ~ TYPICAL ROOF . . . . . . . . . . . . . . . . . . . . . . . . .B. TOP CHORD DEAD LOAD ~ OVERFRAMED ROOFS . . . . . . . . . . . . . . . . . . . .C. TOP CHORD LIVE LOAD (SNOW) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .D. BOTTOM CHORD DEAD LOAD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .E. BOTTOM CHORD LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .F. MECHANICAL UNITS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

2. LIMIT LIVE LOAD VERTICAL DEFLECTION OF TRUSSES TO SPAN / 480.

3. GENERAL CONTRACTOR SHALL COORDINATE MECHANICAL DUCT ROUTING THROUGH

TRUSS WEB MEMBERS.

4. TRUSS DESIGNER SHALL DESIGN FOR SNOW DRIFT LOADING ACCORDING TO THE

GOVERNING BUILDING CODE.

12 PSF15 PSF25 PSF5 PSF10 PSF200 LBS EACH

Robb

Studio


[email protected]

COPYRIGHT 2015©


ISSUED FOR DATE

PROJECT NO. DATE

DRAWN CHECKED

SHEET TITLE

SHEET NO.

35ELATI

2015.10 08/29/15

KYSE SS

ROOF FRAMING PLAN

S2.2

S2.2 1/4" = 1'-0"

1 ROOF FRAMING PLAN

S2.2 3/4" = 1'-0"

A HEADER SCHEDULE

S2.2 3/4" = 1'-0"

B BEAM SCHEDULE

S2.2 3/4" = 1'-0"

C POST SCHEDULE


2

2

2 ADD2 02/17/16

x xx x x x xx x

x xx x x x x x x x

x xx x

x xx xx xx x

T.O.F.

RE: PLAN

SHEATHING ~ RE:ARCH

2x6 AT 16"O.C. U.N.O.

FLOOR DECKING ~RE: PLAN NOTES

WOOD I-JOIST ~ RE: PLAN ~SUPPLIER TO PROVIDE WEBSTIFFENERS AS REQ'D

2x6 TREATED SILL PLATE

5/8" Ø ANCHORRODS AT 48" O.C.

SIMPSON ITS2.06/11.88HANGER AT I-JOISTS ~MIT411.88 HANGER ATLVL BEAMS

2x SILL ~ TREATED

T.O. SHEATHING

RE: PLAN

#4 CONT AT 12"O.C. HORIZ

T.O.W.

RE: PLAN

8"

3'-0

" M

IN

8"

(2) #5 CONT TOP

(2) #5 CONT

#4 x AT 16" O.C. VERT ~ALTERNATE HORIZ LEG DIR

ROUGHEN SURFACE

RE: PLAN

T.O. SHEATHING

RE: PLAN

EXTERIOR SHEATHING ~RE: ARCH

2x TREATED SILL PLATE ~ RIPTO MATCH WALL THICKNESS

2x6 AT 16" O.C. U.N.O.


WOOD I-JOIST ~ RE: PLAN ~SUPPLIER TO PROVIDE WEBSTIFFENERS AS REQ'D

2x6 SILL PLATE


I-JOIST BLOCKING AT4'-O" O.C.

SIMPSON ITS2.06/11.88HANGER

PAVING SLOPED TODRAIN ~ RE: SITE PLAN

#4 x 2'-0" AT 2'-0" O.C. ~DRILL AND EPOXY 4"

INTO WALL

(4) 10d x 1 1/2" NAILSTO BLOCKING PANEL

SLOPE DOWN

T.O.F.

RE: PLAN

T.O.W.

RE: PLAN

8"

8"

NOTES:

1. RODS SHALL BE ASTM F1554GRADE 36.

2. REDUCE ROD EMBEDMENT AS REQ'DTO SATISFY MIN. CONC. COVER ATBOTTOM OF FOOTING, ETC.

3. HOLES IN WASHER TO BE 1/16"LARGER THAN BOLT DIAMETER

3"9"5/8"

HOOKLENGTH

MINIMUMEMBEDMENT

BOLTDIA. (Ø)

PLATEWASHERS

ANCHOR ROD SCHEDULE

TYPE 1 TYPE 2

HEAVY HEX NUTOR STANDARDBOLT HEAD

WASHER ~ RE: SCHED.

HEAVY HEX NUT

PR

OJ.

EM

BED

MEN

T

Ø

3 Ø

LENGTH

HOOK

PR

OJ.

EM

BED

MEN

T4

"

3/163-SIDES

Ø

T.O.C.

RE: PLANT.O.C.

RE: PLAN

T.O.C.

RE: PLAN

T.O.SHTG

RE: PLAN

POST LOADSFROM LEVEL

(S) ABOVE

JOIST SPACEBETWEEN FLOORS

CONTINUEPOST TO POINT

OF SUPPORT

KING STUDSABOVE

TRIMMER ABOVE

BLOCK JOIST SPACEBELOW KING STUDSAND TRIMMER

BLOCK JOISTSPACE SOLID ATPOST LOAD

TYP WALLSTUDS

KING STUD

TRIMMERSTUDS

HEADER

ALL MULTIPLE STUD POSTS SHALL BEMADE CONTINUOUS BETWEEN LEVEL OFSUPPORTED MEMBER ANDFOUNDATION, BEAM OR SUPPORTINGHEADER (WHICHEVER COMES FIRST).

3'-0

" M

IN

10

"

1' - 0"

8x8 POST

SIMPSON CB88 BASE

(2) #5 CONT

PORCH SLAB ~RE: SITE DWGS

12" Ø PIER WITH (3) #4VERTS WITH 90 DEG

STD HOOK INTRIANGULAR PATTERN

T.O.F.

RE: PLAN

SHEATHING ~ RE:ARCH

2x6 AT 16"O.C. U.N.O.

2x6 TREATED SILL PLATE


#4 CONT AT 12"O.C. HORIZ

T.O.W.

RE: PLAN

8"

3'-0

" M

IN

8"

(2) #5 CONT TOP

(2) #5 CONT

#4 x AT 16" O.C. VERT ~ALTERNATE HORIZ LEG DIR

ROUGHEN SURFACE

RE: PLAN

6"

SAW BETWEEN 4 TO 12 HOURS AFTER POURING.

RE: PLAN AND NOTES FOR SPACING OF JOINTS.

SAWCUT OR PREFORMED CONTROL JOINT

2.1.

LOCATED AT CONTRACTORS DISCRETION.

KEYED CONSTRUCTION JOINT

1.

RE: ARCH FOR JOINT TREATMENT

RE: ARCH FOR JOINT TREATMENT

DISCONTINUEWWF AT JOINT

2x CONT.KEYWAY

1/4"

RE: P

LAN

(T"

)

T"/4

1' - 0" 4" 4" 1' - 0"

RE: P

LAN

8"

MIN

. T.O.C.

RE: PLAN

T.O.C.

RE: PLAN

SHEATHING ~ RE:ARCH

2x4 AT 16" O.C.

2x4 TREATED SILL PLATE5/8" Ø ANCHORRODS AT 48" O.C.

2' -

0"

MIN

OR

AS R

EQ

'D

1'-6

" M

IN

BEAR FOOTING ONUNDISTURBED NATURAL SOIL

1' - 0"

(2) #5 CONT TOPAND BOTTOM

#3 x TIES AT 36" O.C.1'-8"

FO

R F

RO

ST

SHEATHING ~ RE:ARCH

2x4 AT 16" O.C.

2x4 TREATED SILL PLATE5/8" Ø ANCHORRODS AT 48" O.C.

2' -

0"

MIN

OR

AS R

EQ

'D

1'-6

" M

IN


1' - 0"


#3 x TIES AT 36" O.C.1'-8"

FO

R F

RO

ST


1' - 0"


#3 x TIES AT 36" O.C.1'-8"

PAVING ~ RE:SITE DWGS

RE: H/S3.1 FORADD'L INFORMATION

Robb

Studio


[email protected]

COPYRIGHT 2015©


ISSUED FOR DATE

PROJECT NO. DATE

DRAWN CHECKED

SHEET TITLE

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35ELATI

2015.10 08/29/15

KYSE SS

FOUNDATION DETAILS

S3.1

S3.1 3/4" = 1'-0"

A FLOOR JOIST BEARING AT FDN WALLS3.1 3/4" = 1'-0"

B FLOOR JOIST PARALLEL AT DDN WALL

S3.1 3/4" = 1'-0"

E ANCHOR ROD SCHEDULES3.1 3/8" = 1'-0"

F FRAMING AT MULTI-STUD POSTS

S3.1 3/4" = 1'-0"

C PORCH COLUMN FOUNDATIONS3.1 3/4" = 1'-0"

D FOUNDATION AT EXTERIOR WALL


S3.1 3/4" = 1'-0"

G SLAB ON GRADE JOINTSS3.1 3/4" = 1'-0"

H GARAGE FOUNDATION

S3.1 3/4" = 1'-0"

J GARAGE FOUNDATIONS3.1 3/4" = 1'-0"

K GARAGE FOUNDATION

2 2

2

2 ADD2 02/17/16

T.O. SHEATHING

RE: PLAN

SHEAR WALLSHEATHING ~ RE:

ARCH

2x SILL PLATE~ TYP

PANEL EDGENAILINGAT TOP AND BOTTOM

PLATES

1½ " LSL RIM BOARD ~NAIL TO EA JOIST AT TOP

AND BOTTOM CHORDS

DOUBLE TOPPLATE ~ TYP

2x6 AT 16" O.C.U.N.O.

PANEL EDGE NAILING FROMDECKING TO RIM BOARD

FLOOR DECKING ~ RE:PLAN NOTES

WOOD I-JOIST ~ RE: PLAN~ SUPPLIER TO PROVIDEWEB STIFFENERS AS REQ'D

T.O. SHEATHING

RE: PLAN

EXTERIOR SHEATHING ~RE: ARCH

2x SILL PLATE~ TYP

PANEL EDGENAILING AT TOP AND

BOTTOM PLATES

1½ " LSL RIM BOARD~ NAIL TO EA JOIST

AT TOP ANDBOTTOM CHORDS


2x6 AT 16" O.C.U.N.O.

PANEL EDGE NAILING FROMDECKING TO RIM BOARD


WEB STIFFENER AT EABLOCKING PANEL

WOOD I BLOCKINGPANEL AT 48" O.C.

T.O. SHEATHING

RE: PLAN

MULTI - LVL BEAM~ RE: PLAN

SIMPSON ITS 2.06/11.88TOP FLANGE HANGER

U.N.O.


WOOD I-JOIST ~ RE:PLAN ~ SUPPLIER TOPROVIDE WEB STIFFENERSAS REQ'D

NO FIELD CUTHOLES IN THISREGION

6"

6"

MIN DIST

MIN DIST

D1 2 x D2 D2

JOIST SIZEHOLE DIAMETER

MINIMUM DISTANCE TO OPENING

REFER TO MANUFACTURER'S DOCUMENTATION FORADDITIONAL INFORMATION.

2" 3" 4" 5" 6 1/2" 7" 8 7/8"

11 7/8 TJI 210 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" 3'-0" 5'-6"

WALL ORBEAM

JOIST OR TRUSS PANEL JOINTS

4 1

3

2

1 EDGENAILING

2 FIELDNAILING

3 PANEL EDGE NAILINGTO BLOCKING OR BEAMS

4 BOUNDARYNAILING

BLOCKINGWHERE

SPECIFIED

DECKING FASTENING SCHEDULE

LEVELSHEATHING

MATERIAL

BLOCKED

EDGES?

FASTENER

TYPE / SPACING

ROOF

FLOORS

15/32" APA-RATEDSHEATHING

23/32" APA-RATEDSHEATHING

NO

NO

1. 8d COMMONS AT 6" O.C.2. 8d COMMONS AT 12" O.C.3. 8d COMMONS AT 6" O.C.4. 8d COMMONS AT 6" O.C.

1. 10d COMMONS AT 6" O.C.2. 10d COMMONS AT 12" O.C.3. 10d COMMONS AT 6" O.C.4. 10d COMMONS AT 6" O.C.

NOTE: FLOOR DECKING SHALL BE GLUED TO FRAMING MEMBER.

T.O. SHEATHING

RE: PLAN

2x6 LEDGER WITH (3)12d NAILS AT EA STUD

(16" O.C.) ~ TYP

SIMPSON JB26 HANGER

RE: B/S4.1 FORADD'L INFORMATION

ROOF TRUSS

TRUSS BRG

RE: ARCH

POST BEYOND ~NOTCH AT BEAMBEARING

SIMPSON LU24 HANGER

RE: D/S4.1 FORADD'L INFORMATION

ROOF TRUSS

(2) 5/8"Ø x 0'- 5" LAGSCREWS ~ COUNTERSINKAND PLUG HOLES

CONTINUOUS BEAM~ RE: PLAN

EXTERIOR SHEATHING~ RE: ARCH

PANEL EDGE NAILINGAT TOP PLATE


2x6 AT 16" O.C.U.N.O.

ROOF SHEATHING~ RE: PLAN NOTES

ROOF TRUSS ~ RE: PLAN

SIMPSON H2.5ACLIP AT EA JOIST

DIAPHRAGMBOUNDARY NAILING

AT BLOCKING

CEILING

RE: ARCH

T.O.PLATE

RE: PLAN

12

12

PANEL EDGENAILING TO

G.E.T. AT TOPOF SHEATHING


ROOF SHEATHING ~RE: PLAN NOTES



AT BLOCKING

T.O.PLATE

RE: PLAN

2x BLOCKINGBETWEEN

OUTRIGGERS

SIMPSON LS 50AT 24" O.C.

2x OUTRIGGERS ~RE: PLAN

SIMPSON LU SERIESJOIST HANGER

GABLE END TRUSS (G.E.T.)

RE: ARCH

COORDINATE GAPW/ RIDGE VENT REQUIREMENTS

2x4 BEVELED BLOCKING ATEA SHEATHING PANEL EDGE

TYPICAL DIAPHRAGMBOUNDARY NAILING ~ RE: ?/?

BLOCKING AT RIDGE

BLOCKING AT VALLEY

10d AT 6" O.C.

2x4 BEVELED BLOCKING2x6 BLOCKING

TYPICAL DIAPHAGMBOUNDARY NAILING ~ RE: ?/?

EXTERIOR SHEATHING~ RE: ARCH

PANEL EDGE NAILINGAT TOP PLATE


STUDS AT 16" O.C.U.N.O.

ROOF SHEATHING~ RE: PLAN NOTES


SIMPSON H2.5ACLIP AT EA JOIST


AT BLOCKING

T.O.PLATE

RE: PLAN

8 1/2

12

Robb

Studio


[email protected]

COPYRIGHT 2015©


ISSUED FOR DATE

PROJECT NO. DATE

DRAWN CHECKED

SHEET TITLE

SHEET NO.

35ELATI

2015.10 08/29/15

KYSE SS

FRAMING DETAILS

S4.1

S4.1 3/4" = 1'-0"

A FLOOR JOIST BEARING AT EXTERIOR WALLS4.1 3/4" = 1'-0"

B FLOOR JOIST PARALLEL AT EXTERIOR WALLS4.1 3/4" = 1'-0"

C FLOOR JOIST BEARING AT OPENING

S4.1 3/4" = 1'-0"

E WEB OPENINGS IN I-JOISTSS4.1 3/4" = 1'-0"

F DECKING FASTENING SCHEDULE

S4.1 3/4" = 1'-0"

D SECOND FLOOR AT PORCH ROOF

S4.1 3/4" = 1'-0"

H PORCH ROOF AT BEAM

S4.1 3/4" = 1'-0"

J ROOF TRUSS BEARING AT EXTERIOR WALLS4.1 3/4" = 1'-0"

K ROOF TRUSS AT GABLE END / LADDER FRAMING

S4.1 3/4" = 1'-0"

G ROOF SHEATHING AT RIDGE & VALLEY


S4.1 3/4" = 1'-0"

L ROOF TRUSS BEARING AT GARAGE

2

2 ADD2 02/17/16

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