Attachment C-2 Structural Plans and Drawings North Gateway Visitor Center Project Interior Plumbing.pdf

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03/12/18

LA

NOISSEFORPDERETSIGER

REENIGN

E

EXPIRES 6 - 30 - 20

LARUTCURTS

O R E G O N

14,496 lewis & van vleet inc.

consulting engineers

Lance Cerny 18032 lancec@lvvi.com

STRUCTURAL

NOTES

DO

S1.0

E:\Dropbox (Lewis & Van Vleet)\Lewis & Van Vleet Team Folder\Drawings\18032 Silver Falls\00DETAILS.dwg, 7/17/2018 10:34:49 AM, AutoCAD PDF (General Documentation).pc3

U

UP UP

BREAK RM.

A DB C

ELEVATOR

UP

FIRE

PROTECTION

STORAGE

STORAGE

I.T. ROOM

STORAGE

UNFINISHED

RESTROOM

S2

STAIR

HALL

008A

STOR.

BASEMENT FOUNDATION PLAN

1/4" = 1'-0"

S1.1

NOTESMK

SHEAR WALL SCHEDULE

SHEATHING AND NAILING BASE CONNECTION

3/4" DIA.

AT 48" O.C.

AT 32" O.C.

3/4" DIA.

ANCHOR BOLTS NAILS

(2) 16d

AT 8" O.C.

1, 2, 3, 5, 7, 8

SHEAR WALL NOTES:

5.) PROVIDE 1/4" X 3" X 3" STEEL PLATE WASHERS BETWEEN THE SILL PLATE AND THE NUT ALL WALLS WITH ANCHOR BOLTS. LOCATE ANCHOR BOLT OR INCREASE WASHER SIZE FOR MAXIMUM 1/2" GAP BETWEEN EDGE OF WASHER AND EDGE OF SILL PLATE ON SHEATHED SIDE OF WALL. USE 3 GA. SIMPSON "BPS" PLATE WASHERS WITH SLOTTED HOLE AT CONTRACTOR'S OPTION.

7.) SHEATHING TO OCCUR ON SYMBOL SIDE OF WALL.

6.) SILL PLATE TO BE SINGLE 3X NOMINAL MEMBER MINIMUM. (2) 20d BOX END NAILS SHALL BE SUBSTITUTED FOR (2) 16d

BOX END NAILS.

4.) FRAMING AT ADJOINING PANEL EDGES TO BE 3" NOMINAL (3 X 6 STUDS AND 3 X 4 BLKG.) AND NAILS SHALL BE

STAGGERED.

3.) NAILS NOTED ARE COMMON OR BOX GALVANIZED. GALVANIZED NAILS TO BE HOT DIPPED OR TUMBLED. STAPLES

ARE NOT AN ACCEPTABLE SUBSTITUTION.

2.) INSTALL SHEATHING HORIZONTAL OR VERTICAL. ALL EDGES BLOCKED WITH 2X MINIMUM BLOCKING EXCEPT

WALLS REQUIRE 3 X 4 BLKG. -SEE NOTE #4.

1.) ALL EXTERIOR WOOD FRAME WALLS TO BE TYPE SHEAR WALLS UNLESS NOTED OTHERWISE.

8.) AT (E) WOOD SHEATHED SHEAR WALLS TO REMAIN, CONTRACTOR TO DETERMINE (E) SHEATHING THICKNESS AND NAILING. NOTIFY ENGINEER IF (E) WALL SHEATHING THICKNESS OR NAILING IS LESS THAN WHAT IS NOTED FOR WALL TYPE OR TYPE

16d AT 4" O.C. STAGGERED

OR 1/4" DIA. X 5" SIMPSON

SDS SCREWS AT 8" O.C.

A

B

B

A

15/32" APA RATED OSB SHEATHING, ONE SIDE

ALL EDGES BLOCKED, WITH 10d NAILS AT 6" O.C.

ALL PANEL EDGES AND 10d NAILS AT 12" O.C.

FIELD.

15/32" APA RATED OSB SHEATHING ONE SIDE,

ALL EDGES BLOCKED, WITH 10d NAILS AT 4" O.C.

ALL PANEL EDGES AND 10d AT 12" O.C. FIELD.

A35 AT 24" O.C.

A35 AT 18" O.C.

RIM JOIST

ANCHORAGE

8'-0"

S1.2

S1.2

S1.2

S

S

EQEQ

S1.2

S1.2

S1.2

S

S

EQEQ

S1.2

DESIGN SOIL PRESSURE = 1,500 PSF (ASSUMED)

BOTTOM REINF.FOOTINGMK.

COLUMN AND FOOTING SCHEDULE

TOP REINF.COLUMN REMARKS

INDICATES (E) STUD WALL

INDICATES NEW 2 X 6 AT 16" O.C. STUD

BEARING/SHEAR WALL.

LEGEND:

INDICATES (E) CONC. BASEMENT WALL

INDICATES NEW 8" CONC. WALL

(4)- 8X8 WOOD POSTS 6'-0" X 6'-0" X 12" DEEP (6)- #5 EA. WAY

INFILL (E) STAIRWELL

NOTES:

1.) -INDICATES REQUIRED WOOD SHEAR WALL BETWEEN 1ST FLOOR AND LEVEL ABOVE. SEE

SCHEDULE SHEET S1.1.

2.) -INDICATES NEW SIMPSON HOLDOWN -SEE

3.) SEE ARCH. FOR LOCATIONS OF NEW CONCRETE INFILL OF EXISTING BASEMENT WALLS -SEE DETAIL

4.) FOR NEW INFILL OF (E) OPENINGS IN THE BASEMENT WALL SEE -SEE ARCH. FOR LOCATIONS.

A

HDUX 7

S1.2

S1.2

4X6 2'-6" X 2'-6" X 10" DEEP (3)- #4 EA. WAY

(E) POST AND FOOTING

E

E

E

E

HDU2

HDU2

HDU8

HDU8

(2) 8X8 WOOD POSTS 2'-6" X 2'-6" X 10" DEEP (3)- #4 EA. WAY

6X6 3'-4" X 3'-4" X 12" DEEP (4)- #4 EA. WAY

5 STACKED STUDS / BEARING WALL 5'-0" WIDE X 12'-0" X 16" DP

(6)- #5 LONGIT. AND

(12)- #4 TRANSV.

(6)- #5 LONGIT. AND

(12)- #4 TRANSV.

STACKED STUDS / BEARING WALL 3'-0" WIDE X 10'-0" X 16" DP

(3)- #5 LONGIT. AND

(10)- #4 TRANSV.

(6)- #5 LONGIT. AND

(12)- #4 TRANSV.

CENTER ON ELEVATOR

PIT

S1.2

9.) USE ANCHOR BOLTS WHEN ATTACHING TO FOUNDATIONS, NAILS/SCREWS WHEN ATTACHING TO WOOD FRAMING, AND CLIPS FOR

ATTACHING RIM / BLOCKING TO WALL TOP PLATES.

A

(3) 2X6 AT (E) GLB

(3) 2X6 AT (E) GLB

S1.3

DRILL (E) FOOTING 6" AND EPOXY

#5 X 2'-6" DOWEL AT NEW FOOTING

(2) STACKED STUDS

(E) POST AND

FOOTING

S1.3

TYP.

NEW HSS 3X3 X 316

(3) CRIPPLE STUDS

S1.3 (3) STACKED STUDS

NEW HSS 3X3 X 316

S1.3

TYP.

NEW HSS 3X3 X 316

NEW HSS 3X3 X 316

(E) 3'-6" X 3'-6" FOOTING

TYP. AT (E) WIDE FLANGE

BEAMS

DRILL (E) FOOTING 6" AND EPOXY

#5 X 2'-6" DOWEL AT NEW FOOTING

DRILL (E) FOOTING 6" AND EPOXY

#5 X 2'-6" DOWEL AT NEW FOOTING

S1.3

8' -0

TRIPLE STUD

POSTS

(4) STACKED STUD POST

(2) CRIPPLE STUDS8

S1.3

REMOVE (E) FOOTING AS REQ'D

FOR NEW FOOTING

(4) STACKED 2 X 6

STUD POST

(2) CRIPPLE STUDS

REMOVE AND

REPLACE (E)

FOOTING

NEW HSS 7X5 X 3/16"

S1.3

THESE DRAWINGS AND DETAILS REPRESENT THE PROJECT ENGINEERS BEST

KNOWLEDGE OF THE EXISTING BUILDING CONDITIONS. THE CONTRACTOR SHALL

INVESTIGATE THE EXISTING CONDITIONS IN THE FIELD AND NOTIFY THE ENGINEER

OF ANY DISCREPANCIES.

REMOVE EXISTING LOG

COLUMN FOUNDATION

AND PEDESTAL AS REQ'D

EXISTING OPENING

(3) 2X6 AT (E) GLB

7 STACKED STUDS 2'-0" X 2'-0" X 10" DEEP (3)- #4 EA. WAY

S1.4

DRILL (E) BASEMENT WALL

4" AND EPOXY #4 X 2'-6"

DOWEL TO MATCH HORIZ.

BARS

PP

PP

RP

RP

PP

RP

INDICATES WORK SHOWN IS PART OF PRIMARY PROJECT

(THIS PROJECT)

INDICATES WORK SHOWN IS PART OF REPAIR PROJECT

WHICH HAS BEEN PREVIOUSLY COMPLETED.

NOTE: WORK SHOWN SCREENED IN THE BACKGROUND IS

FROM PREVIOUS PROJECT CONSTRUCTION DOCUMENTS

AND IS FOR REFERENCE ONLY. NOTIFY ENGINEER IF WORK

SHOWN SCREENED IN THE BACKGROUND WAS NOT

COMPLETED PER THE OLD PROJECT DOCUMENTS.

RP

PP

PP

RP RP

PP

PP

RP

PP PP

PP

PP

RP

RP

RP

3/4" DIA.

AT 48" O.C.

(2) 16d

AT 8" O.C.

E

EXISTING 15/32" APA RATED SHEATHING, PANEL

EDGES UNBLOCKED, WITH 10d NAILS AT 6" O.C.

ALL SUPPORTED PANEL EDGES AND 10d NAILS

AT 12" O.C. FIELD. CONTRACTOR TO VERIFY

PANEL NAILING AND BASE CONNECTION AN

UPGRADE IF REQUIRED.

A35 AT 24" O.C.

E

NEW HDU2

RP

S1.3 RP

S1.3 RP

S1.3

PP

S1.3

PP

S1.3

RP

S1.3RP

KEYNOTES:

-PROVIDE NEW FOOTING UNDER EXISTING

STAIRWELL WALLS PER DETAIL

-NEW FULL HEIGHT DOUBLE STUD AT

REINFORCED ATTIC BEAM LOCATION.

CONTRACTOR TO VERIFY FOOTING IS NOT

PRESENT. REMOVE EXISTING FOUNDATION AS

REQUIRED FOR NEW FOOTING

S1.3

2 FRAMING DETAIL

S1.1 1" = 1'-0"

8"

" M

IN

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VA

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IE

S

EQ. EQ.

ROUGHEN

SURFACE AND

APPLY BONDING

AGENT

1" DIA. SMOOTH BAR IN

1" DIA. HOLE AT 8" O.C.

-LOCATE BAR TO MISS

EMBED POST AT RAIL

(2) #4 CONT. (2" CLR. TOP

AND BOTTOM)

EXIST. CONC.

WALL

NEW CONC. WALL

EXTENSION

SUMP PIT

S1.1

AT

EXTENSION

S1.1

AT

EXTENSION

S1.2

NEW 6 X 6 NEW 6

X 6

PP

2'-6" X 4'-6" X 12" THICK

FTG. #4 AT 12" O.C.

CENTERED UNDER (4)

2 X 6 POST

PP

PP

PP

Lewis Van Vleet 6tUXFtXUal (nJLneeUV

MIKE DAILY

24028 miked@lvvi.com

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07/31/24

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BASEMENT

FOUNDATION PLAN

S1.1

AutoCAD SHX Text www.lvvi.com

AutoCAD SHX Text

(503) 885.8605 phone

AutoCAD SHX Text Portland, Oregon 97224

AutoCAD SHX Text 14945 SW Sequoia Pkwy, Suite 180

AutoCAD SHX Text Contact Project Engr.:

AutoCAD SHX Text Job #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

OF

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

REVISIONS

CONSULTANTS

1/16" MAX SLOPE TOP AND BOTTOM

1/

2" SWELLING

CONCRETE POUR TO PREVENT

KEY, KEEP WOOD WET BEFORE

NOTE: IF WOOD FORM IS USED FOR

KEY

3/4"

SLAB DEPTH

LOCATE KEY AT MID

C

LR

1/8" RADIUS TOOLED EDGE

d 1/ d

NOTES:

WET CONTROL JOINT (C.J.)

HOLD REINFORCING 3"

CLR. OF JOINT

CLEAR OF JOINT

STOP REINFORCING 0'-3"

d 1/ d

C

LR

SAW CUT JOINT DEPTH TO BE 1/5 OF SLAB

DEPTH. SAWING TO OCCUR AS SOON AS

CONCRETE CAN BE SAWN WITHOUT

SPALLING

- CONTRACTOR POURING SCHEME WILL DETERMINE WHICH JOINTS ARE

COLD C.J.'S AND WHICH ARE WET C.J.'S.

- ALL CONSTRUCTION (POUR) JOINTS TO BE COLD CONTROL JOINTS -

SEE PLANS FOR LOCATIONS OF JOINTS

COLD KEYED CONTROL JOINT (C.J.)

LVCJOINT 1 1/2" = 1'-0"S1.2

TYPICAL CONTROL JOINTS1

SUMP PIT DETAIL

1" = 1'-0"

S1.2 FDNSUMP

ELEV. PIT DETAIL

1" = 1'-0"

S1.2 FS12-2

SLAB REINF. PER

PLAN

SEE ARCH. FOR

ADDITIONAL INFO.

#4 NOSING BAR

EACH TREAD

KEYED JOINT

PER #4 AT 12" O.C. EACH WAY

8" MIN.

RADIUS

3" CLR.

1'-0"

6" M

IN.

S1.2

CONC. STAIR DETAIL

S1.2

1" = 1'-0"LVSTAIR

SIMPSON HOLDOWN

PER PLAN

PROVIDE ADD'L. STUDS

AS REQ'D.-FOR CRIPPLES

EMBED PER

SCHEDULE

CONC. WALL

SEE FDN. PLAN FOR

FTG. CONDITION.

ANCHOR BOLT SCHEDULE

HOLDOWN*

HDU4 5/8" DIA. 9"

NOTE: EMBEDMENT

MAY PROJECT

INTO FOOTNG

HDU2 5/8" DIA. 9"

EDGE NAIL WALL

SHEATHING AT DOUBLE

FULL HEIGHT STUD

HDU5 5/8" DIA. 9

HDU8 7/8" DIA. 9"

HDU11 1" DIA. 15"

HOLDOWN POST

6 X 6

(2) 2 X 6

(2) 2 X 6

(2) 2 X 6

* NOT ALL HOLDOWNS LISTED OCCUR ON THIS PROJECT

ANCHOR BOLT MIN. EMBEDMENT

HDU14 1" DIA. 15" 6 X 6

1" = 1'-0"

HOLDOWN DETAIL

HOLDOWNHDU2

FOOTING DETAIL

3/4" = 1'-0"

S1.2 FS12-4

(E) BASEMENT WALL

1' -6

'-6 " M

AX

3"

C

LR

24" ZONE

DRAIN ROCK

FOUNDATION

DRAIN

FILTER

FABRIC

3'-9" 2'-9"

#6 AT 12" O.C. TRANSV.

(7)- #5 LONGIT. BOTTOM

#8 AT 18" O.C. TRANSV.

(5)- #5 LONGIT. TOP

NEW SLAB PER PLAN

CONT. 1 12" KEY

2"

CLR

2"

CLR

#5 AT 12" O.C. VERT.

#4 AT 16" O.C. HORIZ.

#5 AT 9" O.C. VERT.

#4 AT 12" O.C. HORIZ.

8"

#6 X

DOWEL AT 9" O.C.

4'-4"

PROVIDE NEW BLDG PAPER SLIP

SHEET IF NEW SLAB IS TO BE CAST

ON TOP OF FOOTING

FOOTING DETAIL

3/4" = 1'-0"

S1.2 FS12-5

1' -4

6'

-6 " M

AX

3"

C

LR

FILTER

FABRIC

1'-6" 2'-9"

2"

CLR

8"

STAIR SLAB PER

S1.2

#5 VERT. AT 12" O.C.

#4 HORIZ. AT 12" O.C.

FOR MORE

INFO SEE 4

S1.2

4'-3"

(E) BASEMENT

WALL AND

FOOTING

S1.2

3/4" = 1'-0"

FOOTING DETAIL

FS12-8AS1.2

2" 8"

4"

1 12" TYP.

SLAB/GRADE

CONDITION PER

ARCH.

1' -0

1'

-0

LINE OF VENEER PER

ARCH.

POSTS PER PLAN

FOOTING SIZE AND

REINF. PER PLAN

2"

CLR DOWEL TO MATCH

VERT. REINF.

2" X 2'-4" X 2'-4" PLATE W/

(4)- 3 4" DIA. X 12" EMBED.

A307 HEX HEAD ANCHOR

BOLTS

4" X 4" X 1'-2" SIDE

PLATE'S W/ (2)- 3 4"

DIA. BOLTS

SEE ARCH.

OPTIONAL VOID FORM

PER ARCH.

1 12"

CLR

(4)- #4 VERT. EA.

SIDE

#3 HORIZ. AT

12" O.C.

S1.2

" M

IN

1" = 1'-0"

FOOTING DETAIL

FS12-9S1.2

OPTIONAL VOID

FORM PER ARCH.

(8)- #6 VERT. W/ #4 TIES

AT 12" O.C.

FACE REINF. PER 8

S1.2

PLAN VIEW

2'-0"

3/4" = 1'-0"

HOLDOWN DETAIL

FS12-10S1.2

1" = 1'-0"

CONCRETE INFILL DETAIL

FS12-11S1.2

(E) BASEMENT

WALL

NEW CONCRETE INFILL

#4 AT 12" O.C. EA. WAY -DRILL EA. WALL 8" MIN. AND

EPOXY #4 X 2''-0" EA. END. -PROVIDE (3) DOWELS MIN.

EA. SIDE OF INFILL

1" = 1'-0"

FOOTING DETAIL

FS12-12S1.2

NEW FLOOR JOIST PER

PLAN

2X BLOCKING W/ 16d

TOENAIL AT 8" O.C.

NEW BEAM PER PLAN

NEW POST PER PLANSIMPSON "AC"

POST CAP

SIMPSON "ABW" POST BASE W/ 12"

DIA. X 4" EMBED. DRILLED

ANCHOR BOLT

3" C

LR

4" M

IN

FOOTING SIZE AND

REINF. PER PLAN

PP

RP

INDICATES WORK SHOWN IS PART OF PRIMARY PROJECT

INDICATES WORK SHOWN IS PART OF REPAIR PROJECT

NOTE: WORK SHOWN SCREENED IN THE BACKGROUND IS

FROM PREVIOUS PROJECT CONSTRUCTION DOCUMENTS

AND IS FOR REFERENCE ONLY. NOTIFY ENGINEER IF WORK

SHOWN SCREENED IN THE BACKGROUND WAS NOT

COMPLETED PER THE OLD PROJECT DOCUMENTS.

3/4" X 1 1/2" CONT.

KEY

#4 X 1'-6" 1'-6"

AT 16" O.C. EACH WAY

2" C

LR

#4 AT 16" O.C.

EACH WAY

WATER STOP

STUD WALL PER PLAN

LINE OF FOOTING

WHERE NOTED ON PLAN

#4 X 1'-6"

EA. WAY

1'-4"

RADIUS

VERIFY SUMP PIT

SIZE AND DEPTH

WITH ARCH.

-SEE FOR ADDITIONAL INFO.

2" C

LR

AT 16" O.C.

L2 X 2 X 1/8" 4 SIDES WITH

(2) 1/4" DIA. DRILLED ANCHOR BOLTS

1/4" PLATE COVER WITH 1 1/2" DIA. HOLE

AT CENTER

S1.2

(2) 2 X 6

A36 THREADED ROD

EPOXY ANCHOR, AT

STEMWALL CONDITION,

LOCATE ANCHOR 3"

FROM FACE OF WALL

IF EXISTING CONDITIONS

PREVENT INSTALLATION

OF TWO FULL HEIGHT

STUDS, ADD SIMPSON

"MSTC40" IN BREAK AT

HOLDOWN POST

BREAK IN

HOLDOWN

POST

HOLDOWN POST PER

SCHEDULE BELOW

-RUN FULL HEIGHT TO

TOP PLATE OF WALL

2' -0

6"

6" 6"

3"

NEW STUD WALL

PER PLAN

(4)- 5 8"~ X 4" CONCRETE

SCREWS AT 6" O.C. -DRILL NEW

HOLES IN STRAP AS REQ'D

(E) BASEMENT WALL

(E) FLOOR JOIST

HOLDOWN STRAP PER PLAN -LAP

HOLDOWN POST 36" AND NAIL W/ 10d

ALL HOLESNEW 6X6

HOLDOWN POST

EDGE NAIL SHEAR

WALL SHEATHING INTO

HOLDOWN POST PER

A

NOTE:

LOCATE HOLDOWN SUCH THAT THE

MIN. DISTANCE BETWEEN CONCRETE

SCREWS AND WALL CORNER = 8"

A PLAN VIEW

HOLDOWN POST

HOLDOWN STRAP

EDGE NAIL PER SHEAR

WALL SCHEDULE

SHEAR WALL

SHEATHING

RP

FOOTING SIZE

AND REINF.

PER PLAN

3" C

LR

6" 6"

(E) CONC.

SLAB

SAWCUT AND

REPLACE EXIST.

SLAB AS REQUIRED

FOR NEW ELEV. PIT

AND FOOTING

PP

PP

1' -0

WATER STOP

1'-0"

6" +/-

CL POST ABOVE

Lewis Van Vleet 6tUXFtXUal (nJLneeUV

MIKE DAILY

24028 miked@lvvi.com

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07/31/24

1 02/12/2026

FOUNDATION

DETAILS

S1.2

AutoCAD SHX Text

(503) 885.8605 phone

AutoCAD SHX Text Portland, Oregon 97224

AutoCAD SHX Text 14945 SW Sequoia Pkwy, Suite 180

AutoCAD SHX Text Contact Project Engr.:

AutoCAD SHX Text Job #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

OF

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

REVISIONS

1" = 1'-0"

FOOTING DETAIL

FS12-13S1.3

(E) CONC. PLATFORM

NAIL SLEEPER W/ 10d AT

EA. STUD

P.T. SILL PLATE W/ 3 4" DIA. X 8"

CONC. SCREW AT 48" O.C.

-PROVIDE PLATE WASHER PER

SHEAR WALL SCHEDULE

NEW FLOOR

JOIST PER PLAN

NEW P.T. 2X SLEEPERS AT 16" O.C. -RIP AS REQ'D

AND ANCHOR TO PLATFORM W/ SIMPSON "L90" AT

48" O.C. -FASTEN "L90" TO PLATFORM W/ (2)- 0.148"

DIA. POWER DRIVEN FASTENERS AT 8" O.C.

NEW SHEAR

WALL PER PLAN

3"

1" = 1'-0"

FOOTING DETAIL

FS12-14S1.3

NEW FLOOR JOIST PER

PLAN

NEW FOOTING SIZE

AND REINF. PER PLAN

FOR MORE INFO SEE

S1.2

8"

(E) CONC. PLATFORM -(E)

BASEMENT WALL AT SIM.

CONDITION

DRILL (E) PLATFORM 6"

AND EPOXY (3)- #4 X 2'-0"

DOWELS

NEW BEAM PER

PLAN

NEW FLOOR SHEATHING PER PLAN

PROTECT BEAM END W/

30# BLDG PAPER

1" = 1'-0"

FOOTING DETAIL

FS13-3S1.3

2" 3"

1 2"

1' -0

6"

M

IN

FOOTING SIZE AND

REINF. PER PLAN

2"

CLR

(6)- #4 VERT.

2'-0"

4" CHAMFER

1" BEARING PLATE

X "POST SIZE"

4" X 4" X 8 12" SIDE PLATES W/ (2)-

4" DIA. BOLTS

24" X 10" CONC.

PEDESTAL

PAVING PER

ARCH.

(3)- #3 X

TIES IN TOP 6"

3"

3"

1 12"

1 12"

(2)- 3 4" DIA. X 6"

HEADED STUDS POST PER PLAN

STEEL POST BASES TO BE

HIGH DENSITY GALVANIZED

A

2" 10" 10" 2"

2" 6"

2"

(3)- #3 TIES AT 2"

O.C.

A PLAN VIEW

(6)- #4 VERT.

1" = 1'-0"

FOOTING DETAIL

FS13-4S1.3

POST BASE PER 3

S1.3

POST PER PLAN

STUD INFILL

10d AT 24" O.C.

S1.4

S1.4

8"

1' -0

NEW CONC. SLAB

ON GRADE

SEE ARCH. FOR REQ'D.

MOISTURE PROTECTION ON

EDGE OF WOOD

FLOOR JOIST

PER PLAN

NEW HANGER PER

S2.4

EXIST. CONC. WALL

PROVIDE BLDG. PAPER

MOISTURE PROTECTION

AT END OF NEW JOISTS

STUD WALL PER

PLAN

NO WALL ABOVE

AT SIM. CONDITION

NEW 3/4" DIA. X 8" EMBED.

EPOXY ANCHORS -SPACE PER

SHEAR WALL SCHEDULE

RADIUS

SUBGRADE

NEW BRG. WALL

PER PLAN

EXIST. SLAB

SAWCUT AND

REMOVE EXIST.

SLAB AS REQ'D.

EARTH FORM

FOOTING

3" CLR.

2" ;

1' -0

2'-0"

2"

C

LR

(3)- #5 TOP AND

BOTTOM

NEW POST

PER PLAN

SIMPSON "ABU" POST BASE

W/ 5/8" DIA. X 8" CAST IN

PLACE OR DRILLED A.B.

EXIST. SLAB

SAWCUT AND

REMOVE EXIST.

SLAB AS REQ'D.

NEW FOOTING PER PLAN

EARTH FORM

FOOTING

3" CLR.

2" ;

EARTH FORM

FOOTING

3" CLR.

2" ;

1'-6" NEW FOOTING

SEE FOR

MORE INFO.

S1.3

EXIST.

SLAB

1" = 1'-0"

FOOTING DETAIL

SS13-5S1.3

1" = 1'-0"

FOOTING DETAIL

SS13-6S1.3

1" = 1'-0"

FOOTING DETAIL

SS13-7S1.3

1" = 1'-0"

FOOTING DETAIL

SS13-8S1.3

1" = 1'-0"

FOOTING DETAIL

SS13-9S1.3

1" = 1'-0"

FOOTING DETAIL

SS13-10S1.3

3/4" = 1'-0"

FOOTING DETAIL

FS13-11S1.3

4'-6"

VARIES

EXTERIOR

WALL

LINE OF CONT.

WALL BEYOND

SHEATH INNER CORE OF

CHIMNEY PER SHEAR WALL

TYPE A

(4)- FULL HT. VERTICAL GL 5

8 X 4 12 POSTS

EXTERIOR FURRING WALL AS REQ'D -ATTACH

TO STUDS W/ SIMPSON "A34" AT 48" O.C.

SHEAR WALL

PER PLAN

PE

R

A R

C H

SLOPING

WALL

PROVIDE INTERMEDIATE (2) 2 X 6

HORIZONTAL BETWEEN POSTS -SPACED

AS REQUIRED, AT 8'-0" O.C. MAX. AND

FASTEN TO POST WITH SIMPSON "A35.

PROVIDE 6 X 10 PER ARCH. AT MANTEL

LOCATION.

2 X 4 STUDS AS REQUIRED TO

ACCOMODATE FIREPLACE

RP

PP

RP

INDICATES WORK SHOWN IS PART OF PRIMARY PROJECT

INDICATES WORK SHOWN IS PART OF REPAIR PROJECT

NOTE: WORK SHOWN SCREENED IN THE BACKGROUND IS

FROM PREVIOUS PROJECT CONSTRUCTION DOCUMENTS

AND IS FOR REFERENCE ONLY. NOTIFY ENGINEER IF WORK

SHOWN SCREENED IN THE BACKGROUND WAS NOT

COMPLETED PER THE OLD PROJECT DOCUMENTS.

EXISTING SILL PLATE. ADD NEW 3/4" DIA.

X 6" MIN. EMBEDMENT ANCHOR BOLTS

AND PLATE WASHERS PER SHEAR WALL

SCHEDULE. AT CONTRACTOR'S OPTION,

PROVIDE EXPANSION SCREW OR

EPOXY ANCHORS

PP

1" = 1'-0"

FOUNDATION DETAIL

S1.3

RP

(5) NEW 3/4" DIA.

STAINLESS STEEL DRILLED

ANCHOR BOLTS OR EPOXY

ANCHORS AT 12" O.C.

-EMBED 5" MIN. INTO

BASEMENT WALL

EXIST. SHEAR WALL

NEW WOOD INFILL P.T. 2X

MIN. AGAINST BASEMENT

WALL -PROVIDE PLYWOOD

SHIM AS REQ'D.

EXIST. BASEMENT WALL

1" = 1'-0"

FOOTING DETAIL

S1.3

1 1/2" 3/16 24

(3) 3/4" DIA. X 5" EMBED.

SCREW (OR EPOXY ANCHOR AT

CONTRACTOR'S OPTION) -LOCATE AT 24"

ABOVE AND BELOW END OF HSS AND (2)

EQ. SPACES

NEW HSS PER

PLAN

EXIST. BASEMENT

WALL

NEW 3/8" X 4" X 9"

BEARING PLATE W/

(2) 3/4" DIA. DRILLED

SCREW OR EPOXY ANCHORS

AT 6" O.C.

EXIST. SLAB ON GRADE

NOTIFY ENGINEER IF EXISTING

SLAB IS NOT DIRECTLY CAST

ON FOOTINGS TYPICAL THIS

BUILDING

3/16 24

NEW HSS PER

PLAN

EXIST. BASEMENT

WALL

NEW 3/8" X 7" X HSS WIDTH PLUS

6" BRG. PLATE W/

(2) 3/4" DIA. X 5" DRILLED

SCREW OR EPOXY ANCHORS

AT 6" O.C.

EXIST. SLAB ON GRADE

NOTIFY ENGINEER IF EXISTING

SLAB IS NOT DIRECTLY CAST

ON FOOTINGS TYPICAL THIS

BUILDING

(3) L3 X 3 X 3/16" X 0'-3" CLIPS W/ 3/4"

DIA. X 5" EMBED. DRILLED, SCREW OR

EPOXY ANCHOR AT 24" O.C. -LOCATE

ABOVE AND BELOW END OF HSS AND

AT (2) EQ. SPACES

PP

PP

OMITTED

Lewis Van Vleet 6tUXFtXUal (nJLneeUV

MIKE DAILY

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FOUNDATION

DETAILS

S1.3

AutoCAD SHX Text

(503) 885.8605 phone

AutoCAD SHX Text Portland, Oregon 97224

AutoCAD SHX Text 14945 SW Sequoia Pkwy, Suite 180

AutoCAD SHX Text Contact Project Engr.:

AutoCAD SHX Text Job #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

OF

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

DRAWN

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SHEET TITLE

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

REVISIONS

FRAMING DETAIL

RADIUS

EXTEND VERTICAL

REINF. 18" AND BEND

INTO SLAB

SEE FOR ADD'L.

INFO.

(2) #4

6"

PAVING

PER ARCH.

S1.4

43 FRAMING DETAIL

S1.4 STUDFDN-1 1" = 1'-0" S1.4

1' -6

" M

IN

1'-6"

3" C

LR

CONCRETE SLAB

PER PLAN

#4 AT 24" O.C. VERTICAL

(2) #4 CONT.

(2) #4 CONT.

6"

2 X 6 P.T. PLATE WITH 3/4" DIA. ANCHOR

BOLTS AT 48" O.C. UNLESS NOTED IN

SHEAR WALL SCHEDULE -EMBED 9" MIN.

-PROVIDE (2) BOLTS MIN.

1" = 1'-0"STUDFDN-2

1' -6

" M

IN

1'-6"

3" C

LR

. (2) #4 CONT.

(2) #4 CONT.

6"

ALTERNATE

HOOK DIRECTION

NEW FLOOR JOIST

PER PLAN

SE

E

AR

C

H

3' -6

" M

AX

SIMPSON "LB"

HANGER

#4 AT 12" O.C.

EACH WAY

4" M

IN

COUNTERSINK BOLT

IN PLATE

P.T. 4 X 6 PLATE W/ 3/4" DIA.

A.B. AT 48" O.C. (EMBED 9" MIN.)

PROTECT END OF JOIST

WITH BLDG. PAPER

2" LEDGE PER ARCH.

2 FRAMING DETAIL

S1.4 SS14-2 1" = 1'-0"

1 FRAMING DETAIL

S1.4 SS14-1 1" = 1'-0"

FRAMING DETAIL5

S1.4 3/4" = 1'-0"NS14-5

1' -0

5'

-6 " M

AX

(2)- #4 CONT.

FILTER

FABRIC

;2'-0" ZONE

DRAIN ROCK

1" DIA. WEEP

HOLES AT 48" O.C.

#4 AT 12" O.C. EA. WAY

-LOCATE HORIZ. BARS ON

INTERIOR SIDE OF WALL

6"

3"

(2)- #4 CONT.

(E) BASEMENT

WALL

LINE OF WOOD

FRAMED WALL

ABOVE

LINE OF STAINLESS STEEL OR H.D.G.

STEEL BAR GRATE -PROVIDE 3 4" X 18" MIN.

BAR SIZE

CONT. L3 X 3 X 316 H.D.G. LEDGER W/

8" DIA. X 3" EMBED. STAINLESS

STEEL DRILLED ANCHOR BOLT AT 24"

O.C.

2'-0"

LINE OF TYPICAL STEM

WALL AND FOOTING

BEYOND

FOR MORE INFO

SEE 3

S1.4

6"8"

SEE ARCH.

VENEER -SEE

ARCH.

2X4 FURRING STUDS

STUDS PER PLAN

CONC. SLAB AND

REINF. PER PLAN

SEE 3

S1.4

2'-2"

1 FRAMING DETAIL

RS1 1" = 1'-0"

PP

RP

INDICATES WORK SHOWN IS PART OF PRIMARY PROJECT

INDICATES WORK SHOWN IS PART OF REPAIR PROJECT

NOTE: WORK SHOWN SCREENED IN THE BACKGROUND IS

FROM PREVIOUS PROJECT CONSTRUCTION DOCUMENTS

AND IS FOR REFERENCE ONLY. NOTIFY ENGINEER IF WORK

SHOWN SCREENED IN THE BACKGROUND WAS NOT

COMPLETED PER THE OLD PROJECT DOCUMENTS.

DECORATIVE

POSTS

EXIST. CONCRETE

2" CLR.

EXTEND EXIST.

CONCRETE AS

REQ'D.TO SUPPORT

NEW FURRING AND

VENEER

#4 DOWEL AT 18" O.C. TOP AND

BOTTOM. DRILL EXIST. CONCRETE

4" AND EPOXY. LENGTH AS

REQUIRED TO 2" CLR.

#4 BAR TOP AND

BOTTOM -BEND BAR

CONT. AROUND NEW

FOOTING

EXTENSION

" M

IN

BE

LO

W G

R

AD

E

NEW VENEER AND

FURRING, DIMENSIONS

PER ARCH.

NEW 2 X 6 AT 16" O.C.

INFILL

Lewis Van Vleet 6tUXFtXUal (nJLneeUV

MIKE DAILY

24028 miked@lvvi.com

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FOUNDATION

DETAILS

S1.4

AutoCAD SHX Text

(503) 885.8605 phone

AutoCAD SHX Text Portland, Oregon 97224

AutoCAD SHX Text 14945 SW Sequoia Pkwy, Suite 180

AutoCAD SHX Text Contact Project Engr.:

AutoCAD SHX Text Job #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

OF

AutoCAD SHX Text

SHEET

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JOB NO.

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

REVISIONS

D N

D N

DA B C

MAIN

LOBBY

DINING

LOBBY

KITCHEN

HALL

WOMEN'S

RESTROOM

STORAGE

ELEVATOR

MEN'S

RESTROOM

CONFERENCE

FAMILY

RESTROOM

HALL

CUSTODIAL

STORAGE

VESTIBULE

HALL

S2

STAIR 2

S1

STAIR 1

VESTIBULE

(E) GL 5 1/8 X 16 1/2

N

EW

/2 X

7/

LS

L

NEW GL 3 1/8 X 10 1/2

D

BL

. T

JI

(E ) D

O U

BL

E

W

X

(E ) D

O U

BL

E

W

X

(E) GL 5 1/8 X 12

(E ) G

L

1/

X

(E ) G

L

1/

X

(E) GL 5 1/8 X 12

(E

2) x1

NEW GL 5 1/8 X 16 1/2

EXIST. 11 7/8" TJI 25

AT 16" O.C.

(E) GL 5 1/8 X 12

EXIST. 11 7/8 TJI/25

AT 16" O.C.

(E) DBL. TJI

(E) 11 7/8" TJI 25

AT 16" O.C.

(E ) 1

7/

8" T

JI

AT

6"

O .C

(E) 11 7/8" TJI 25

AT 16" O.C.

FIRST FLOOR FRAMING PLAN

1/4" = 1'-0"

S2.1

WINDOW

WELL

INDICATES (E) STUD WALL

INDICATES NEW 2 X 6 AT 16" O.C. STUD BEARING/SHEAR WALL.

LEGEND:

NEW 4" CONC. SLAB W/ #4 AT

48" O.C. EA/ WAY OVER 6"

COMPACTED CRUSHED ROCK

BACKFILL OVER (E)

STAIRS

(REMAIN)

C.J.C.J.C.J.

C.J.

C.J.

C.J.

C.J.

ELEV.

STAIR

NEW 11 7/8" TJI 110 AT 16" O.C.

G L

1/

X

(2) 2X6

NEW GL 5 1/8 X 16 1/2

NEW GL 3 1/8 X 12

6X6

POSTS

ABOVE

G L

1/

X

/2

POST

ABOVE

NOTES:

1.) AT NEW FLOOR SHEATHING LOCATIONS PROVIDE NEW APA RATED EXPOSURE I T&G SHEATHING. THICKNESS TO MATCH (E) SHEATHING. MINIMUM PANEL INDEX = 40/20. NAIL W/ 10d AT 6" O.C. ALL SUPPORTED PANEL EDGES AND 10d AT 12" O.C. IN THE FIELD. GLUE W/ 3 8" DIA. BEAD OF CONSTRUCTION ADHESIVE ALL SUPPORTS.

2.) -INDICATES REQUIRED WOOD SHEAR WALL BETWEEN 1ST FLOOR AND LEVEL ABOVE. SEE

SCHEDULE SHEET S1.1.

3.) C.J. -INDICATES CONTROL JOINT. SEE

4.) -INDICATES NEW COLUMN AND FOOTING -SEE SCHEDULE SHEET S1.1

5.) -INDICATES NEW SIMPSON HOLDOWN -SEE

6.) -INDICATES NEW HOLDOWN STRAP -SEE U.N.0.

(E ) 1

7/

8" T

JI

AT

6"

O .C

(E ) 1

7/

8" T

JI

AT

6"

O .C

(2) 2X8 (E

(E ) D

BL

. T

JI

DBL. TJI

(E) (E) 11 7/8" TJI 25

A

A

A

A

MSTC40 B3

MSTC40 B3

AAAA

E

E

MSTC66

MSTC66

MSTC66

AA

A

A

A

N

EW

H D

U

N

EW

H D

U

A

A

NEW HDU2

NEW HDU2

NEW HDU2

NEW HDU2

A

A

POST FROM ABOVE

POST ABOVE

POST ABOVE

N

EW

/8 " T

JI

/1

AT

6"

O .C

(3) FULL HT 2X6 W/ (2)

2X6 CRIPPLE STUDS

(3) FULL HT 2X6 W/ (2)

2X6 CRIPPLE STUDS

S2.41

X

NEW 6X8 NEW 6X8 NEW 6X8

(3) EQUAL SPACES

2 2 22

S1.3

NEW 2X10 AT 16" O.C.

NEW 2X10 AT 16" O.C.

S1.4

S1.4

S1.2

S1.3

S1.3

SIM.

EXIST. HDU2

EXIST. HDU2

EXIST. HDU2

EXIST. HDU2

"CMST12" -SEE 10

S1.2 SIM.

"CMST12" -SEE 10

S1.2 SIM.

S2.4

SIMPSON "MST40"

-ALIGN WITH

HOLDOWN ABOVE

S2.4

SIMPSON

"MSTC40" -ALIGN

WITH HOLDOWN

ABOVE

S2.4

NEW 4" CONC. SLAB W/ #4 AT

48" O.C. EA/ WAY OVER 6"

COMPACTED CRUSHED ROCK

C.J.

MSTC66 AT END

OF WALL BELOW

AS

R

EQ

'D

NEW 11 7 8" TJI/110 AT

16" O.C.

AS REQ'D

S2.4

S2.4

S2.4

S2.4

S2.4

S2.4

S2.4

S1.2

S1.2

S1.2 3

S1.3

S2.5

A A

S1.2

HDUX

MSTCXX 5

S2.5

S1.2

(E) 11 7/8" TJI 110

AT 16" O.C.

SIMPSON "HUCQ"

HANGER

S2.4

SIM.

6X6 POSTS

3 3

S1.4

SIM.

DRILL (E) PLATFORM 6" AND EPOXY

(2)- #4 X 2'-0" DOWELS EA. SIDE

DRILL (E) PLATFORM 6" AND EPOXY

(2)- #4 X 2'-0" DOWELS EA. SIDE

S1.4

S2.5

S2.5

S2.5

(2) 2X6 CRIPPLE STUD AT GL

5 18 X 16 12 HEADER ABOVE

(2) 2X6 CRIPPLE STUD AT

GL 5 18 X 16 12 HEADER

ABOVE

S2.5

S2.5

S2.5

S2.5 TYP.

S1.4

S1.4

S1.2

SIM.

NEW GL 6 3/4 X 22 1/2

S2.5

(E) FOOTING

S1.3

S1.3

SIM.

S2.5

(E ) F

O O

TI

N

G (E

) F O

O

TI

N G

S1.4

S1.4

NEW FOOTING AT (E)

GARAGE DOOR

DRILL (E) FOOTING 6" AND EPOXY

#5 X 2'-6" DOWEL AT NEW FOOTING

THESE DRAWINGS AND DETAILS REPRESENT THE PROJECT ENGINEERS BEST

KNOWLEDGE OF THE EXISTING BUILDING CONDITIONS. THE CONTRACTOR SHALL

INVESTIGATE THE EXISTING CONDITIONS IN THE FIELD AND NOTIFY THE ENGINEER

OF ANY DISCREPANCIES.

(2) 2X6 CRIPPLE STUD

BELOW (2)- FULL HT. STUDS W/

(1)- 2X6 CRIPPLE STUD

(2)- FULL HT. STUDS W/

(1)- 2X6 CRIPPLE STUD 11

S1.3

(2)- FULL HT.

STUDS W/ (1)- 2X6

CRIPPLE STUD

S3.4

N

EW

/2 X

7/

L

SL

S2.4

G L

1/

X

/8 -A

LI

G

N W

/ R

IM

J

ST

S2.5

EXIST HSS 6 X 4 X 1/4

S2.6

NAIL (E) FLOOR SHEATHING

W/ 10d AT 3" O.C. AT NEW

RIM / BEAMS / LEDGERS

S2.1

STAIR

LANDING

STAIR

G L

1/

X

2X

JO

IS

T

AT

6"

O .C

FRAMING PLAN

1/4" = 1'-0"

S2.1

STAIR LANDING

S2.5

S2.5

S2.5

S2.5

S2.5

4X

4X12

S2.4

2X8 AT 24" O.C.

S2.4

S2.5

S2.5

FRAMING PLAN

1/4" = 1'-0"

S2.1

STAIR LANDING

SIMPSON "HUC412"

SIM.

S2.6

RS1

RS2

NEW GL 5 1/8 X 12

AT 16" O.C.

NEW 11 7/8" TJI/110 AT 16" O.C.

(INFILL AS REQ'D)

S1.4

RPRP

KEYNOTES:

-TIGHTEN LOOSE HOLDOWN

ANCHOR BOLT NUTS.

NEW 6 X 6 POST IN LINE WITH

EXISTING 8 X 10 ENTRY PORCH BEAMS. NEW

POSTS TO RUN FULL HEIGHT TO ATTIC LEVEL.

REMOVE EXISTING WALL STRUCTURE AS

REQUIRED TO INSTALL POSTS. SEE DETAIL

FOR MORE INFORMATION.

REMOVE EXISTING WIDE FLANGE BEAM IN

STUD WALL. RE-FRAME WITH NEW FULL HEIGHT

STUDS.

NEW 2X BLOCKING AT CONTINUOUS

SIMPSON "CMSTC16" COIL STRAP ACROSS

SHEAR WALL BELOW STAIR.

REMOVE EXISTING TOO SHORT FLOOR

BEAM AND BLOCKING. REPLACE WITH CORRECT

LENGTH NEW 1 3/4" X JOIST DEPTH MINIMUM LVL

OR LSL BEAM. HANG EXISTING JOISTS WITH NEW

SIMPSON "IUS" HANGERS AND BEAM WITH NEW

SIMPSON "LUS" HANGERS. SUPPORT SOUTH END

OF NEW BEAM WITH NEW 1 3/4" X JOIST DEPTH

LVL OR LSL HEADER.

REINFORCE EXISTING SINGLE FULL HEIGHT

STUD AT END OF EXISTING HORIZONTAL DOUBLE

WALL PLATE WITH (2) NEW FULL HEIGHT 2 X 6'S.

(3) FULL HEIGHT STUDS MINIMUM. SEE

PROVIDE NEW FULL HEIGHT DOUBLE STUD

AT REINFORCED ATTIC BEAM LOCATION.

PROVIDE NEW SOLID WOOD BLOCKING T

EXISTING FLOOR RIM JOIST OR BLOCKING

LOCATIONS. ADD NEW FULL HEIGHT WEB

STIFFENERS AT ALL EXISTING I-JOIST BLOCKING.

RP

RP

RP

RP RP

RPRP

RP

PP

PP

RP

RP

RP

RP

RP

PP

RP

RP

RP

RP

RP RP

RP

RP

PP

RP

INDICATES WORK SHOWN IS PART OF PRIMARY PROJECT

INDICATES WORK SHOWN IS PART OF REPAIR PROJECT

NOTE: WORK SHOWN SCREENED IN THE BACKGROUND IS

FROM PREVIOUS PROJECT CONSTRUCTION DOCUMENTS

AND IS FOR REFERENCE ONLY. NOTIFY ENGINEER IF WORK

SHOWN SCREENED IN THE BACKGROUND WAS NOT

COMPLETED PER THE OLD PROJECT DOCUMENTS.

RP

PP

PP

NEW 6 X 6

RP 2

NEW 6 X 6

RP2

A

MSTC40

MSTC40

NEW HDU2PP

MSTC40

PP

NEW HDU2

PP

NEW HDU2

PP

RP

RP

S2.6

RP

RP

RP

TO BEAM

BELOW

TO BEAM

BELOW

RP

4 PP

S2.5

S2.6

RP

RP

RP

S2.6

RP

NEW 6 X 12

PP

2A

S2.4

Lewis Van Vleet 6tUXFtXUal (nJLneeUV

MIKE DAILY

24028 miked@lvvi.com

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07/31/24

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FIRST FLOOR

FRAMING PLAN

S2.1

AutoCAD SHX Text

(503) 885.8605 phone

AutoCAD SHX Text Portland, Oregon 97224

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AutoCAD SHX Text Contact Project Engr.:

AutoCAD SHX Text Job #

AutoCAD SHX Text

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AutoCAD SHX Text

OF

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

REVISIONS

D N

B DA C

OFFICE

OFFICE

HALL

COPY

ROOM

HALLELEVATOR

OFFICE

OFFICE

BRIDGE

RESTROOM

S1

STAIR 1

S2

STAIR 2

ELEV.

NEW GL 3 1/8 X 13 1/2

NEW GL 10 3/4 X 12

N

EW

/4 " X

7/ 8"

L

VLOPEN

OPEN

NEW 2X6 AT 24" O.C.

N

EW

/4 X

7/

LV

L

2ND FLOOR FRAMING PLAN

1/4" = 1'-0"

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

INDICATES (E) STUD WALL

INDICATES NEW 2 X 6 AT 16" O.C. STUD BEARING/SHEAR WALL.

LEGEND:

(E) 11 7 8" TJI 25 AT 16" O.C.

(E) 11 7 8" TJI 25 AT 16" O.C.

NEW 1 12" X 11 7 8" LVL IN

SIMPSON "HUS" HANGER W/

10d X 1 12" NAILS

(E) 11 7/8" TJI 25 AT 16" O.C.

(E)

11 7/8" TJI 25

AT 16" O.C.

POST

ABOVE

POST

ABOVE

POST

ABOVE

(2 ) 2

X1

(2 ) 2

X1

N

EW

G L

1/

X

NEW GL 3 1/8 X 13 1/2

POST

ABOVE

NEW 11 7/8 TJI 110AT 16" O.C.

(E)

11 7/8 TJI 25 AT 16" O.C.

STAIR

(E) 11 7/8" TJI 25 AT 16" O.C.

(2) 2X8

(2) 2X8

(2 ) 2

X6

(2 ) 2

X6 (2

) 2 X6

8X8 8X8 8X8

OPEN

E

E

MSTC40

MSTC40

MSTC40

MSTC40

S2.4

S2.4

8X

8X

E

E

E

E

PROVIDE BLOCKING AND

STRAPPING THIS WALL PER

PROVIDE BLOCKING AND

STRAPPING THIS WALL PER

MSTC40

MSTC40

MSTC40

MSTC40

MSTC40

MSTC40

MSTC40

MSTC40

S2.4

2A S2.4

S2.4

OPEN

A

NEW 11 7/8" TJI 110 AT 16" O.C.

DOUBLE JOIST

UNDER WALL

S2.4

AAAA

S2.5

S2.5

S2.4

AAA

NEW DOUBLE 4X6

POST -SEE 2

S3.5

NOTES:

1.) AT NEW FLOOR SHEATHING LOCATIONS PROVIDE NEW APA RATED EXPOSURE I T&G SHEATHING. THICKNESS TO MATCH (E) SHEATHING. MINIMUM PANEL INDEX = 40/20. NAIL W/ 10d AT 6" O.C. ALL SUPPORTED PANEL EDGES AND 10d AT 12" O.C. IN THE FIELD. GLUE W/ 3 8" DIA. BEAD OF CONSTRUCTION ADHESIVE ALL SUPPORTS.

2.) -INDICATES NEW WOOD SHEAR WALL. SEE SCHEDULE ON SHEET S1.1.

3.) -INDICATES NEW HOLDOWN STRAP. -SEE U.N.O.

A

"MSTCXX" 5

S2.5

GL 5 1/8 X 10 1/2

S2.412

S2.4 SIM.

S2.5

NEW 11 7 8" TJI/110 INFILL

AS REQ'D

S2.4

S2.5

S2.5

SIMPSON "HUS"

HANGER

S2.5

S2.4

S2.4

(2 ) 2

X6

THESE DRAWINGS AND DETAILS REPRESENT THE PROJECT ENGINEERS BEST

KNOWLEDGE OF THE EXISTING BUILDING CONDITIONS. THE CONTRACTOR SHALL

INVESTIGATE THE EXISTING CONDITIONS IN THE FIELD AND NOTIFY THE ENGINEER

OF ANY DISCREPANCIES.

(2) 2X6 (2) 2X6

GL 5 1/8 X 9

NEW GL 5 1/8 X 9NEW GL 5 1/8 X 9

(2) 2X6 (2) 2X10

S2.1STAIR

LANDING

S2.1

STAIR

LANDING

S2.6

PP

RP

INDICATES WORK SHOWN IS PART OF PRIMARY PROJECT

INDICATES WORK SHOWN IS PART OF REPAIR PROJECT

NOTE: WORK SHOWN SCREENED IN THE BACKGROUND IS

FROM PREVIOUS PROJECT CONSTRUCTION DOCUMENTS

AND IS FOR REFERENCE ONLY. NOTIFY ENGINEER IF WORK

SHOWN SCREENED IN THE BACKGROUND WAS NOT

COMPLETED PER THE OLD PROJECT DOCUMENTS.

UNLESS NOTED

OTHERWISE, ALL WORK

SHOWN ON SHEET IS

REPAIR PROJECT RP

S3.5

RP

S2.5

KEYNOTES:

-PROVIDE NEW FULL HEIGHT DOUBLE STUD

AT REINFORCED ATTIC BEAM LOCATION. PROVIDE

NEW SOLID WOOD BLOCKING AT EXISTING FLOOR

RIM JOIST OR BLOCKING LOCATIONS. ADD NEW

FULL HEIGHT WEB STIFFENERS AT ALL EXISTING

I-JOIST BLOCKING.

NEW 6 X 12

PP

Lewis Van Vleet 6tUXFtXUal (nJLneeUV

MIKE DAILY

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SECOND FLOOR

FRAMING PLAN

S2.2

AutoCAD SHX Text

(503) 885.8605 phone

AutoCAD SHX Text Portland, Oregon 97224

AutoCAD SHX Text 14945 SW Sequoia Pkwy, Suite 180

AutoCAD SHX Text Contact Project Engr.:

AutoCAD SHX Text Job #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

OF

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

REVISIONS

ATTIC

ACCESS

ELEV.

N

EW

/4 " X

4"

L

VL

NEW 2X6 AT 24" O.C.

ATTIC

ACCESS

(2) 2X6 (3) 2X10 (2) 2X6 (3) 2X10

(2) 2X8(2) 2X8(3) 2X10

(E ) H

D R

ATTIC FRAMING PLAN

1/4" = 1'-0"

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

INDICATES (E) STUD WALL

INDICATES NEW 2 X 6 AT 16" O.C. STUD BEARING/SHEAR WALL.

LEGEND:

NEW GL 6 3/4 X 16 1/2

N

EW

/4 " X

4"

L

VL

NEW GL 5 1/8 X 21

NEW GL 5 1/8 X 21

(E) 14" TJI 35 AT 16"

O.C.

NEW 1 3/4" X 14" LVL

(E)

14" TJI 35

AT 16" O.C.

(E) 14" TJI 35 AT 16" O.C.

(E) 14" TJI 35 AT 16" O.C.

(E) 14" TJI 35 AT 16"

O.C.

(E) 14" TJI 35 AT 16"

O.C.

(E) 14" TJI 35 AT 16" O.C.

D O

U

BL

E

JO

IS

T

A

PROVIDE BLOCKING AND

STRAPPING THIS WALL PER

A

A

A

S3.3

S2.4

2A S2.4

S2.4

S2.4

S3.3

S2.4

S2.4

S2.4

S2.4

S2.46

S2.4

FOR ROOF FRAMING THIS

AREA SEE 1

S3.1

S2.5

NEW DOUBLE JOIST

S3.3

S3.3

S2.5

A

"CMSTC16" -SEE 5

S3.5

E

"CMSTC16" -SEE

S3.5

"MSTC40"

-ALIGN WITH

HOLDOWN

BELOW

A

A

"CMSTC16" -SEE 5

S3.5

"CMSTC16" -SEE 5

S3.5

S2.5

FOR ROOF FRAMING THIS

AREA SEE 1

S3.1

NOTES:

1.) AT NEW FLOOR SHEATHING LOCATIONS PROVIDE NEW APA RATED EXPOSURE 1 T&G SHEATHING. THICKNESS TO MATCH (E) SHEATHING. MINIMUM PANEL INDEX = 40/20. NAIL W/ 10d AT 6" O.C. ALL SUPPORTED PANEL EDGES AND 10d AT 12" O.C. IN THE FIELD. GLUE W/ 3 8" DIA. BEAD OF CONSTRUCTION ADHESIVE ALL SUPPORTS.

2.) -INDICATES NEW OR (E) WOOD SHEAR WALL. SEE SCHEDULE ON SHEET S1.1.

3.) -INDICATES NEW HOLDOWN STRAP. -SEE U.N.O.

A

"MSTCXX" 5

S2.5

(2) 2X8

S2.4

S2.4

S2.4

FOR ROOF FRAMING THIS

AREA SEE 1

S3.1

VERIFY (E) OPENING FRAMED W/ (2)-

11 7 8" TJI 25 -NOTIFY ENGINEER OF

ANY DISCREPANCIES

-INFILL W/ NEW 14" TJI/110

AT 16" O.C.

THESE DRAWINGS AND DETAILS REPRESENT THE PROJECT ENGINEERS BEST

KNOWLEDGE OF THE EXISTING BUILDING CONDITIONS. THE CONTRACTOR SHALL

INVESTIGATE THE EXISTING CONDITIONS IN THE FIELD AND NOTIFY THE ENGINEER

OF ANY DISCREPANCIES.

(3) 2X10 (3) 2X10

"MSTC40"

N

EW

/4 " X

4"

L

VL

4'-6"

"MSTC40"

S3.5

SIM., TYP.

S2.4

S2.4

PP

RP

INDICATES WORK SHOWN IS PART OF PRIMARY PROJECT

INDICATES WORK SHOWN IS PART OF REPAIR PROJECT

NOTE: WORK SHOWN SCREENED IN THE BACKGROUND IS

FROM PREVIOUS PROJECT CONSTRUCTION DOCUMENTS

AND IS FOR REFERENCE ONLY. NOTIFY ENGINEER IF WORK

SHOWN SCREENED IN THE BACKGROUND WAS NOT

COMPLETED PER THE OLD PROJECT DOCUMENTS.

"M

STC40"

-ALIGN W

ITH

HOLDOWN

BELOW

TYP.

TYP.

E

A

NEW FULL HT. GL 5

1/8 X 4 1/2 POST

EXTENSIONS EACH

CORNER -SPLICE PER 11

S3.5

TYP.

KEYNOTES:

-ADD NEW SIMPSON "IUS" HANGER TO

EXISTING GL BEAM AT EXISTING DOUBLE JOIST.

S2.6

S2.4

S2.6

SIM.

EXIST. GL 3 1/2 X 10 1/2 -REINFORCE

WITH NEW 3 1/2 X 14 1.55E LSL

OR 3 1/2 X 14 LVL

NEW 6 X 121

RP

UNLESS NOTED

OTHERWISE, ALL WORK

SHOWN ON SHEET IS

REPAIR PROJECT RP

Lewis Van Vleet 6tUXFtXUal (nJLneeUV

MIKE DAILY

24028 miked@lvvi.com

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ATTIC

FRAMING PLAN

S2.3

AutoCAD SHX Text

(503) 885.8605 phone

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AutoCAD SHX Text Contact Project Engr.:

AutoCAD SHX Text Job #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

OF

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

REVISIONS

S2.4 FS24-1

FLOOR JOIST PER

PLAN

NEW BEAM PER PLAN

NEW SIMPSON "IUS" OR

"MIU" HANGER AT

CONTRACTORS OPTION

FLOOR SHEATHING PER

PLAN

FRAMING DETAIL

1" = 1'-0"

S2.4 FS24-2

WALL SHEATHING

PER PLAN

12d EACH SIDE

EACH JOIST

FLOOR JOIST

PER PLAN

CONT. DBL TOP PLATE

-LAP 48" ALL SPLICES AND NAIL W/

10d AT 8" O.C.

FLOOR SHEATHING

PER PLAN

2X STUD WALL PER PLAN

CONT. 1 3/4" X JOIST

DEPTH RIM JOIST WITH 16d

TOENAIL AT 8" O.C.

FRAMING DETAIL

1" = 1'-0"

S2.4 FS24-3A

FRAMING DETAIL

1" = 1'-0"

S2.4 FS24-4

FLOOR SHEATHING

PER PLAN -EDGE

NAIL TO WALL TOP

PLATE

FLOOR JOIST PER

PLAN

NEW STUD WALL PER PLAN

WALL

SHEATHING

PER PLAN

FRAMING DETAIL

1" = 1'-0"

S2.4 FS24-5

CEILING JOIST PER

PLAN

SHEATH CEILING

PER PLAN

CONT. 4X -RIP AS REQ'D W/

16d TOENAIL AT 8" O.C.

NEW BEAM PER PLANFOR MORE INFO

SEE 1

S2.4

SE

E

AR

C

H

2X6 RIM W/ 16d TOENAIL PER

PLAN

FRAMING DETAIL

1" = 1'-0"

S2.4 FS24-6

ADD ADDITIONAL FLOOR JOIST AT

RECESSED CEILING IF REQ'D

2X4 PLATE W/ 16d AT 8" O.C.

2X4 AT 24" O.C.

CEILING JOIST PER PLAN

NEW JOIST PER PLAN

FRAMING DETAIL

1" = 1'-0"

S2.4

FRAMING ELEVATION

1" = 1'-0"

S2.4 FS24-8

OPEN

OPENOPEN

(2) 2X6 STUD CONT. FOUNDATION TO

FULL WIDTH SILL

SIMPSON "A35" FULL WIDTH (3)

2X6 SILL -DO

NOT SPLICE

(3) FULL HT.

2X6 STUDS

(3) FULL HT.

2X6 STUDS

HEADER PER PLAN

HEADER PER

PLAN

A

OPEN

A

SCALE: 1" = 1'-0"

(3) FULL HT.

STUDS

CONT. SILL

SIMPSON "A35"

-INSTALL PRIOR TO

CRIPPLE STUDS

CRIPPLE

STUD

CRIPPLE

STUD

IF EXISTING SIMPSON "A35'S ARE NOT

PRESENT, INSTALL NEW SIMPSON "A35"

WITH 10d X 3" NAILS TO STUDS

FRAMING DETAIL

1" = 1'-0"

S2.4 FS24-9

(E) FLOOR

JOIST

NEW SIMPSON "ITS"

HANGER

NEW FLOOR JOIST PER

PLAN

EXISTING DOUBLE BEAM W/

NAILER

FRAMING DETAIL

1" = 1'-0"

S2.4 FS24-10

PER

ARCH.

SIMPSON "LUS" HANGER -NAIL TO

BEAM W/ 10d X 1 12"

BEAMS PER PLAN

FRAMING DETAIL

1" = 1'-0"

S2.4 FS24-11

FRAMING DETAIL

1" = 1'-0"

S2.4 FS24-12

NEW STUD WALL

FLOOR JOIST PER PLAN -NAIL

W/ 12d EA. SIDE AT WALL

SAW CUT JOIST TOP CHORD

AND WEB AT NEW STUD WALL NEW TJI BLOCKING W/ 16d

NAIL AT 8" O.C.

FRAMING DETAIL

1" = 1'-0"

S2.4 FS24-13

FRAMING DETAIL

1" = 1'-0"

S2.4 FS24-14

(E) FLOOR

JOIST

NEW STUD WALL

PER PLAN

(E) FLOOR

JOIST

NEW 1 12" LSL RIM JOIST

-ATTACH TO WALL BELOW

PER SHEAR WALL SCHEDULE

FASTEN SILL PLATE TO RIM

PER SHEAR WALL

SCHEDULE

NEW BEAM PER

PLAN

NEW POST PER

PLANSIMPSON "PC6Z" POST CAP

-PROVIDE PLYWD. SHIMS AS REQ'D

(E) BEAM PER PLAN

-REMOVE (E)

NOTCHED END

NEW SIMPSON "HCA5-5"

HINGE CONNECTER -DAP TOP

PLATE INTO BEAM

NOTE:

TYPICAL FLOOR JOISTS

NOT SHOWN FOR CLARITY

< POST

1'-0"

1/

2" 3"

1 1/2"

2" X 6" X 12" BRG. PLATE

4" X 8" X 10" SIDE PLATES

W/ (2) 34" DIA. BOLTS

2" X 13" X 1'-5" WIDE BACK PLATE

W/ (4) 34" DIA. BOLTS

-COUNTERSINK BOLT HEADS

BRBOTT

BRBOTT

TYP.

U.O.N.

BEAMS PER PLAN -FLOOR

JOISTS NOT SHOWN FOR

CLARITY

3" 3"

1 1/2"

FRAMING DETAIL

1" = 1'-0"

S2.4

FRAMING DETAIL

1" = 1'-0"

S2.4

FRAMING DETAIL

1" = 1'-0"

S2.4 FS24-17

1"

3" 1 12"

(E) CONC. WALL

4"

(3) SIDES

NEW HSS PER PLAN W/ (3)-

4" DIA. X 5" EMBED.

DRILLED SCREW OR EPOXY

ANCHORS SPACED AT 48"

O.C.

8" X 5 12" X 12" END PLATE

W/ (4)- 3 4" DIA. BOLTS

NEW HEADER / RIM

JOIST

FRAMING DETAIL

1" = 1'-0"

S2.4 NS24-18

STAIR TREAD PER

ARCH.

STAIR RISER PER

ARCH.

BEAM PER PLAN

1 12" X 14" LSL STRINGER AT

12" O.C.

2X JOIST PER

PLAN

FLOOR SHEATHING

PER PLAN

2X BLOCKING

2X LEDGER W/ (2)- 10d

AT 16" O.C.

FRAMING DETAIL

1" = 1'-0"

S2.4 NS24-19

STAIR TREAD PER

ARCH.

STAIR RISER PER

ARCH.

BEAM PER PLAN

1 12" X 14" LSL STRINGER AT

12" O.C.

2X JOIST PER

PLAN

FLOOR SHEATHING

PER PLAN

WALL SHEATHING

PER PLAN

FLOOR JOIST

PER PLAN

CONT. DBL TOP PLATE

-DO NOT SPLICE ACROSS

ELEVATOR

FLOOR SHEATHING

PER PLAN

2X STUD WALL PER PLAN

RIM JOIST PER

S2.4

NEW STUD WALL PER PLAN

TJI FLOOR

JOIST PER

PLAN

CONT. LSL RIM JOIST W/ 16d

TOENAIL AT 8" O.C.

CONT. DOUBLE PLATE -SPLICE

PER

FULL DEPTH TJI BLOCKING

AT 48" O.C. W/ (1)- 12d TO

PLATE EA. SIDE

WEB STIFFENER ONE

SIDE W/ (2)- 8d TO

BLOCKING

(2) 8d

S2.4

NAIL FLOOR SHEATHING W/

10d AT 4" O.C.

FOR MORE INFO SEE 3

S2.4

PP

RP

INDICATES WORK SHOWN IS PART OF PRIMARY PROJECT

INDICATES WORK SHOWN IS PART OF REPAIR PROJECT

NOTE: WORK SHOWN SCREENED IN THE BACKGROUND IS

FROM PREVIOUS PROJECT CONSTRUCTION DOCUMENTS

AND IS FOR REFERENCE ONLY. NOTIFY ENGINEER IF WORK

SHOWN SCREENED IN THE BACKGROUND WAS NOT

COMPLETED PER THE OLD PROJECT DOCUMENTS.

RP

PP

RP

RP

RP

RP

(E) FLOOR JOIST

REMOVE (E) FLOOR JOIST IF

ONE OCCURS AT NEW WALL

LOCATION NEW WALL PER PLAN

2X SILL PLATE -ANCHOR

PER SHEAR WALL

SCHEDULE

NEW WALL PER PLAN

3/16

NEW 1/2" X 2" X 30" PLATE WITH (15)

1/4" DIA. X 3 1/2" SIMPSON "SDS"

SCREW AT 2" O.C. -BUTT TIGHT

AGAINST EXISTING BACK PLATE.

NOTIFY ENGINEER IF NEW PLATE

CAN NOT BUTT TIGHT AGAINST

EXISTING PLATE

RP

RP

3"

3"

EXIST. JOIST -HANG FROM

NEW BEAM WITH SIMPSON

"IUS" HANGER (NO EXIST.

JOIST AT SIM. CONDITION)

NEW BEAM PER PLAN

EXIST. BEAM

NEW 1/4" DIA. X 6" SIMPSON

"SDS" SCREW AT 6" O.C.

EACH SIDE OF BEAMS

EXIST. JOIST

AND JOIST

HANGER

NEW PLYWOOD SPACER IF

RQUIRED. EXISTING WALL

SHEATHING ABOVE RUNS CONT.

PAST GL BEAM AT SIM. CONDITION

VERIFY EXISTING SILL

PLATE NAILED PER

SHEAR WALL

SCHEDULE. ADD

NAILING IF REQUIRED

EXIST. WALL SILL PLATE.

PROVIDE NEW SIMPSON

"LSTA12" AT ALL BOTTOM

PLATE SPLICES ADJACENT

TO NORTH STAIRWELL TO

NORTH WALL OF ATTIC

EXIST. WALL ABOVE

FLOOR JOIST

PER PLAN

FLOOR SHEATHING

PER PLAN

HEADER

PER PLAN

SIMPSON "ITS"

HANGER

2A S2.4

Lewis Van Vleet 6tUXFtXUal (nJLneeUV

MIKE DAILY

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FLOOR FRAMING

DETAILS

S2.4

AutoCAD SHX Text

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AutoCAD SHX Text Job #

AutoCAD SHX Text

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AutoCAD SHX Text

OF

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

REVISIONS

FS25-6

S2.5

BEAM PER PLAN

FULL HT. STUD EA. SIDE W/

(4)- 10d TO BEAM AND 10d AT

12" O.C. TO CRIPPLE STUDS

BELOW

SOLID CRIPPLE STUDS

BELOW BEAM W/ PLYWD.

SHIM AS REQ'D

A

SIMPSON "MSTC40" -NAIL

EQUALLY TO WALL TOP

PLATE EA. SIDE OF BEAM

POSTS PER PLAN

BEAM PER

PLAN

SHIM AS REQ'D.

SIMPSON "EPCZ" POST

CAP

SIMPSON "PCZ"

HEADER

PER PLAN

REMOVE EXISTING

HANGER AND REPLACE

WITH SIMPSON "HUCQ"

HANGER

STUD

INFILL

SIMPSON "MSTC40" -NAIL EQUALLY TO BEAM

AND WALL TOP PLATE

STACKED

STUDS PER 6

S2.5

DOUBLE

CRIPPLE

STUD

FULL HT. STUD W/ (4) 16d

TO END OF BEAM

BEAM PER

PLAN

SIMPSON "LSTA12" -NAIL

EQUALLY TO BEAM AND

BLOCKING

STUD WALL PER PLAN

NEW POST PER

PLAN

SIMPSON "PCZ"

POST CAP

SHIM AS REQ'D.

EXIST. BEAM PER PLAN -FLOOR

JOISTS NOW SHOWN FOR CLARITY

3" 3" EXIST. BEAM

(2) NEW 12" DIA. LAG BOLTS

X EXIST. BEAM NOTCH

DEPTH PLUS 4" MIN.

NEW SIMPSON "L30"

EACH SIDE

NEW POST PER

PLAN

NEW SIMPSON "AC"

POST CAP ONE

SIDE

EXIST. BEAM EXIST. BEAM SEAT W/

NOTCHED BEAM END

NEW POST PER

PLAN

SIMPSON "ABU" POST BASE

WITH 5/8" DIA. X 6" LAG BOLT

-SEE

FOR MORE INFO. 12

S2.4

PROVIDE (3) STACKED

STUDS AT POST LOCATION

EXIST. JOIST PER

PLAN

PROVIDE (4) NEW 1 1/2" LSL

BLOCKING PIECES IN LIEU

OF TJI BLOCKING AT POST

LOCATION

1" = 1'-0"

FRAMING DETAIL

SS25-7

S2.5

1" = 1'-0"

FRAMING DETAIL

SS25-8

S2.5

1" = 1'-0"

FRAMING DETAIL

SS25-9

S2.5

1" = 1'-0"

FRAMING DETAIL10

S2.5 1" = 1'-0"

FRAMING DETAIL

SS25-11

EXIST. BEAM

EXIST. FLOOR

JOIST PER PLAN

16d TOENAIL AT 8" O.C.

NEW STUD BEARING

WALL TIGHT AGAINST

BOTTOM OF BEAM

CAP PLATE SIZE PLUS 1"

STEEL SHIM PLATE

-THICKNESS AS REQ'D.

3/8" X HSS SIZE PLUS 1"

CAP PLATE

NEW HSS PER PLAN

EXIST.

BASEMENT

WALL

EXIST. BEAM

CONNECTIONS

EXIST.

BEAMS

BRBOTT

BRBOTT

1" = 1'-0"

FRAMING DETAIL

SS25-13

S2.51" = 1'-0"

FRAMING DETAIL

SS25-12

S2.5

EXIST.

BASEMENT

WALL

EXIST. BEAM W/

OVER-NOTCHED END

EXIST. BEAM

SEAT

EXIST. BEAM

(2) NEW 1/2" DIA. X

NOTCH DEPTH PLUS

4" MIN. LAG BOLTS

P.T. 2 X 6

(6) 3/4" DIA. X 5" EMBEDMENT

DRILLED SCREW OR EPOXY

ANCHOR -SPACED EQUALLY

NEW STACKED STUDS PER

PLAN TIGHT AGAINST

BOTTOM OF (E) BEAM SEAT

1" = 1'-0"

FRAMING DETAIL

SS26-1

S2.5

1" = 1'-0"

FRAMING DETAIL

SS26-2

HOLDOWN DETAIL

HOLDOWNSTRAP3

S2.5

PROVIDE 2 X 6 FLAT

BLOCKING CONT. ABOVE AND

BELOW WINDOWS FOR STRAP

NAILING -EDGE NAIL WALL

SHEATHING AT BLOCKING

NAIL SHEATHING BETWEEN

OPENINGS AS NOTED ON

PLAN (HATCHED AREAS)

SIMPSON "CS16" COIL STRAP CONT.

TOP AND BOTTOM OF WINDOWS

-NAIL STRAP WITH 10d NAILS

AT 4 1/4" O.C.

CONT. DOUBLE SILL PLATE

(NO SPLICES) TYPICAL

PROVIDE 3 X 6 MIN. BLOCKING

AND STUDS WHEN NOTED IN

SHEAR WALL SCHEDULE

TYPICAL NAILING

ABOVE AND BELOW

PER SHEAR WALL

NOTES:

1.) SHEAR WALL TYPE INDICATED ON PLAN NOTES NAILING

BETWEEN OPENINGS AS INDICATED BY HATCHED AREA.

2.) NAILING OF SHEATHING ABOVE AND BELOW STRAP LINE/OPENING

TO BE PER SHEAR WALL

3.) PROVIDE 3X BLOCKING AND STUDS AS NOTED BY SHEAR WALL SCHEDULE.

4.) SPLICE ALL 'CS' STRAPS AT HEADERS ONLY. NAIL EACH STRAP TO

HEADER WITH (15) 10d NAILS MINIMUM. SEE

5.) LOCATE 'C' STRAP ON OUTSIDE FACE OF WALL AND RUN FULL LENGTH

ABOVE AND BELOW OPENINGS UNLESS NOTED OTHERWISE ON PLAN.

A

A

S2.5

S2.5

SIMPSON "CS16" STRAP

2 X 6 FLAT BLOCKING (3 X 6 MIN.

ON EDGE AS NOTED IN SCHEDULE)

CONT. DOUBLE 2X

SILL PLATE -NO SPLICES

HEADER PER PLAN

SIMPSON "CS16" STRAP

PROVIDE SINGLE CRIPPLE

AND FULL HEIGHT STUD FOR

OPENINGS UP TO 6'-0"

-PROVIDE DOUBLE CRIPPLE

AND FULL HEIGHT STUD WHEN

OPENING EXCEEDS 6'-0" U.N.O.

2 X 6 FLAT BLOCKING (3 X 6 MIN.

ON EDGE AS NOTED IN SCHEDULE)

HEADER PER PLAN

EXTEND STRAP ONTO HEADER

AND NAIL WITH (15) 10d NAILS

MINIMUM WHEN SPLICING STRAP

SHEAR WALL ELEVATION

ELEVATION 1/4" = 1'-0"

SHEARSTRAP

SHEAR WALL ELEVATION

1" = 1'-0"

SHEAR WALL ELEVATION

SHEARSTRAP2 1" = 1'-0"

SHEAR WALL ELEVATION

SHEARSTRAP3 1" = 1'-0"

S2.5

S2.5

S2.5

S2.5

GUARDRAIL POST

ATTACHMENT PER

ARCH.

PAVING

PER ARCH.

RADIUS SUBGRADE

AS REQ'D.

1 1/2"

CLR.4

1/ 2"

6" 2"

EXTEND WALL VERT. REINF. 18"

AND BEND INTO SLAB

#4 AT 12" O.C.

EACH WAY

H.D.G. L6 X 4 X 5/16" W/ (4) 3/4"

DIA. X 5" EMBED. EPOXY

ANCHORS SPACED EQUALLY

-USE H.D.G. ROD

SEE ARCH. FOR REQ'D. WATERPROOFING

1' -4

8"

SLAB PER 16

S2.5

#3 TIES

AT 12" O.C.

1/

2" C

LR

1" CLR.

AT EACH END OF BEAM DRILL

CONCRETE WALL 5" AND EPOXY

#5 X 2'-6"

TERMINATE TOP BARS WITH

STD. HOOK IN BEAM

(2) #4 TOP AND BOTTOM

GUARDRAIL POST

ATTACHMENT PER ARCH.

1" = 1'-0"

FRAMING DETAIL16

S2.5 1" = 1'-0"

FRAMING DETAIL17

S2.5

PP

RP

INDICATES WORK SHOWN IS PART OF PRIMARY PROJECT

INDICATES WORK SHOWN IS PART OF REPAIR PROJECT

NOTE: WORK SHOWN SCREENED IN THE BACKGROUND IS

FROM PREVIOUS PROJECT CONSTRUCTION DOCUMENTS

AND IS FOR REFERENCE ONLY. NOTIFY ENGINEER IF WORK

SHOWN SCREENED IN THE BACKGROUND WAS NOT

COMPLETED PER THE OLD PROJECT DOCUMENTS.

RP RP

RP

RP

RP

PP

PP PP

RP

NEW HSS PER PLAN

EXIST.

BASEMENT

WALL

3/16 2"2"

1/2" X HSS WIDTH PLUS

1" BRG. PLATE W/ 1/2"

DIA. X 6" MIN. LAG BOLT

EXIST. BEAM W/

OVER-NOTCHED END

EXIST. BEAM

SEAT

NEW CLIP PER 10

S1.3

FRAMING DETAIL18

S2.5

RP

EXIST. LEDGER

EXIST. WALL

PLATE

NEW JOIST DEPTH

LSL BLOCKING WITH

PLYWOOD SHIM AS

REQ'D.

VERIFY EXIST.

SHEATHING NAILED

WITH 10d AT 3" O.C.

-ADD ADDITIONAL

NAILING IF REQUIRED

EXIST.

SHEATHING

EXIST.

JOIST NEW (2) 3/4" DIA. BOLTS

EACH STUD SPACE

-COUNTERSINK BOLT

HEAD

HOLDOWN POST TO BE

DOUBLE STUD FULL HT.

MIN. TYPICAL ABOVE AND

BELOW

SIMPSON STRAP HOLDOWN

PER PLAN -NAIL EQUALLY

TO HOLDOWN POST ABOVE

AND BELOW

WOOD STUDS

EDGE NAIL WALL

SHEATHING AT DOUBLE

STUDS

NOTCH FLOOR

SHEATHING AS REQ'D.

FOR STRAP (INTERIOR

CONDITION)

ADD'L. CRIPPLE STUDS

AS OCCUR

LAMINATE DOUBLE

STUD W/ 10d AT 12"

O.C.

RIM JOIST SOME

CONDITIONS

FLOOR JOIST

BEYOND SOME

CONDITIONS

IF EXISTING CONDITIONS

PREVENT INSTALLATION

OF TWO FULL HEIGHT

STUDS, ADD HOLDOWN

STRAP PER PLAN AT

BREAK IN HOLDOWN POST

BREAK IN

HOLDOWN

POST

PP PP

PP

1" = 1'-0"

FRAMING DETAIL19

S2.5

RP

EXIST. BEAMS,

PLATES, ETC.

-REMOVE AS

REQUIRED FOR

NEW POST

NEW FULL

HEIGHT

POST

NEW SIMPSON "A35"

TO NEW POST

TYPICAL ALL PLATES,

BEAMS, ETC.

1" = 1'-0"

FRAMING DETAIL20

S2.5

RP

EXIST.

JOIST

NEW 1 1/2" LSL

BLOCKING AT 48" O.C.

WITH (2) 10d TO EXIST.

SILL PLATE

EXIST. STUD WALL

EXIST. SHEAR WALL

NEW (3) 10d NAILS AT

EACH BLOCKING PIECE

NEW WEB FILLER

AND (2) 10d NAILS

AT BLOCKING

NEW SILL PLATE

FASTENERS PER SHEAR

WALL SCHEDULE AT

LOCATIONS WITHOUT

EXIST. NAILING

NEW FASTENERS PER

SHEAR WALL SCHEDULE

AT SILL PLATE NAILING

FOR WALL BELOW

EXIST. (2) 2X SILL PLATE

-PROVIDE NEW SIMPSON

"MSTC40" SPLICE AT ALL

LOCATIONS WITHOUT 48" LAP

AND 16d NAILS AT 6" O.C.

EXIST. JOIST

-EXIST. BEAM AT

SIM. CONDITION

RP

Lewis Van Vleet 6tUXFtXUal (nJLneeUV

MIKE DAILY

24028 miked@lvvi.com

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07/31/24

1 02/12/2026

FLOOR FRAMING

DETAILS

AutoCAD SHX Text

(503) 885.8605 phone

AutoCAD SHX Text Portland, Oregon 97224

AutoCAD SHX Text 14945 SW Sequoia Pkwy, Suite 180

AutoCAD SHX Text Contact Project Engr.:

AutoCAD SHX Text Job #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

OF

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

REVISIONS

SILVER FALLS

DRAWN:

OF

STATE PARK

ANDERSON

A R C H I T E T SC

SHIRLEY

CONSULTANT

REVISIONS

KEY PLAN

DESC.

PROJECT

ADDRESS

STAMP

TITLE

SHEET

ISSUE

NEW PUMP HOUSE

PUMP HOUSE

21125 HULT RD SE

SILVERTON, OREGON 97381

JOB DWG

DATE: 5-20-26

100% CD

695 COMM C

CO

MER I AL E E E

EI

I A A 6 6

S S S ST TU ORL 7301

111 0010 3333 77F F F4 4X: :

MSC

E N G I N E E R S

SINCE 1925

CONSULTING

STRUCTURAL

ENGINEERS

3470 Pipebend Place NE Suite 120 Salem, OR 97301 503.399.1399 mscengineersinc.com

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GENERAL NOTES

S0.1

GENERAL NOTES

GENERAL REQUIREMENTS:

A. IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND

NECESSARY PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED.

B. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION METHODS, TECHNIQUES, SEQUENCING, AND SAFETY REQUIRED TO COMPLETE CONSTRUCTION.

C. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS PRIOR TO PROCEEDING WITH

CONSTRUCTION. ALL DISCREPANCIES SHALL BE APPROVED BY THE ARCHITECT OR ENGINEER OF

RECORD.

D. CONTRACTOR SHALL VERIFY ALL REQUIRED PENETRATIONS ON ARCHITECTURAL, MECHANICAL AND

ELECTRICAL PLANS. ALL DIMENSIONS SHALL BE FIELD VERIFIED AS EARLY AS POSSIBLE.

E. CONTRACTOR SHALL THOROUGHLY REVIEW AND REDLINE ALL SHOP DRAWINGS PRIOR TO SUBMITTAL TO THE ENGINEER AND ARCHITECT. SUBMIT SHOP DRAWINGS IN A TIMELY FASHION TO ALLOW 10 BUSINESS DAYS FOR REVIEW BY DESIGN TEAM. ALL MODIFICATIONS OR COMMENTS MADE DURING REVIEW DO NOT RELIEVE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE PLANS OR

SPECIFICATIONS.

FOUNDATIONS:

A. ALL FOOTINGS TO REST ON FIRM, UNDISTURBED SOIL, OR STRUCTURAL FILL, FREE OF ORGANIC MATERIAL, AND CAPABLE OF SUPPORTING A MINIMUM ALLOWABLE BEARING PRESSURE OF 1,500 psf.

UNDER COMBINED DEAD AND LIVE LOADS.

B. ALL SLABS-ON-GRADE SHALL BE UNDERLAIN BY A MINIMUM OF 6" OF FREE- DRAINING

(LESS THAN 5% PASSING THE NO. 200 SIEVE), WELL GRADED, CRUSHED ROCK. THE

BASE COURSE MATERIALS SHALL BE COMPACTED TO AT LEAST 95% OF MAXIMUM DRY

DENSITY.

REINFORCING STEEL:

A. ALL REINFORCING STEEL SHALL BE BILLET STEEL DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, EXCEPT USE ASTM A706, GRADE 60 BARS WHERE WELDING IS REQUIRED. (NO. 3 BARS MAY BE

GRADE 40). SUBMIT MILL CERTIFICATES FOR ALL BARS REQUIRING WELDING.

B. FABRICATION AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH CRSI MSP-1-16 "MANUAL OF STANDARD PRACTICE" AND CHAPTER 25 OF ACI 318 "SPECIFICATIONS FOR STRUCTURAL

CONCRETE FOR BUILDINGS".

C. ALL CONCRETE SLAB REINFORCING STEEL SHALL BE SUPPORTED AT THE REQUIRED HEIGHTS BY

APPROVED BOLSTERS PRIOR TO POURING SLAB CONCRETE.

D. REINFORCING STEEL LAP SPLICES NOT OTHERWISE INDICATED SHALL BE ACI STANDARD CLASS B

SPLICES STAGGERED BETWEEN ADJACENT BARS ONE LAP LENGTH MINIMUM.

E. PROVIDE CORNER BARS SAME SIZE AND SPACING AS HORIZONTAL BARS AND PROJECT 48 DIAMETERS

EACH WAY OR 2'-0" X 2'-0" MINIMUM UNLESS DETAILED OTHERWISE.

F. PROVIDE (2)-#5 BARS AROUND ALL OPENINGS AND RECESSES. EXTEND THESE BARS 24 INCHES BEYOND

THE CORNER OF THE OPENINGS.

G. CONTRACTOR SHALL PROVIDE AND CAST IN ALL NECESSARY INSERTS.

REINFORCING PROTECTION:

A. CONCRETE DEPOSITED AGAINST EARTH: 3 INCHES.

B. CONCRETE FORMED SURFACES EXPOSED TO GROUND AND WEATHER:

#5 AND SMALLER BAR - 11

2 INCHES

#6 AND LARGER BAR - 2 INCHES

C. CONCRETE SURFACES NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND:

#11 AND SMALLER BAR - 3 4 INCHES

D. SLABS = 34 INCHES

COLD FORMED STEEL (LIGHT GAGE STEEL):

A. ALL LIGHT WEIGHT, COLD FORMED STEEL MEMBERS HAVE BEEN DESIGNED AND SPECIFIED TO COMPLY WITH COMMON SECTION DESIGNATIONS PER STEEL STUD MANUFACTURER'S ASSOCIATION, S.S.M.A. ALL PRODUCTS REFERENCED ARE DESIGNED TO MEET THE AISI PUBLICATION "COLD FORMED STEEL DESIGN MANUAL". GALVANIZED STEEL PRODUCTS ARE ASSUMED TO BE FORMED FROM STEEL WITH A MINIMUM YIELD STRESS OF 33 ksi (ASTM A653 GRADE 33) FOR ELEMENTS WITH THICKNESS 0.0451"(43 mil) AND LESS, AND 50 ksi (ASTM A653 GRADE 50) ELEMENTS WITH THICKNESS GREATER THAN 0.0451"(43 mil).

B. LIGHT GAGE FRAMING TO BE INSTALLED PER MANUFACTURER REQUIREMENTS, USING CONVENTIONAL

FASTENING METHODS.

C. ALL COLD FORMED STEEL STUDS, JOIST & TRACK MILL CERTIFIED STEEL TO MEET:

1. ASTM A653-GRADE 50 54-97mil (12-16ga) GALV. STEEL

2. ASTM A653-GRADE 33 18-43mil (25-18ga) GALV. STEEL

D. ALL STEEL STUDS, JOIST & TRACK SHALL HAVE A LEGIBLE LABEL, STAMP OR EMBOSSMENT, AT A MAXIMUM OF 48" O.C., INDICATING THE MANUFACTURER'S NAME, LOGO OR INITIALS, ICBO EVALUATION SERVICE REPORT NUMBER, THE MATERIAL BASE METAL THICKNESS (UNCOATED) IN 0.001 IN AND THE YIELD STRENGTH IF DIFFERENT THAN 33 ksi.

E. MILL CERTIFICATES SHALL BE MADE AVAILABLE IF REQUESTED. MILL CERTIFICATES TO INCLUDE AS A MINIMUM THE CHEMICAL COMPOSITION, YIELD STRENGTH, TENSILE STRENGTH, ELONGATION, AND

COATING THICKNESS.

F. SCREW VALUES USED IN DESIGN MEET THE AISI SPECIFICATION E4 FOR SCREW CONNECTIONS.

RECOMMENDED SCREWS:

SCREW SIZE THICKNESS APPLICATION

#8 x 114" LONG SHARP PT. 33 mil ONLY 1

2" PLYWOOD TO LG.

#8 x 12" LONG SHARP PT. 18 mil ONLY FRAMING SCREW #8 x 12" TEK PT. 33 mil - 54 mil FRAMING SCREW #8 x 114" LONG PILOT PT. 25 mil - 68 mil 1

2" PLYWOOD TO LG.

#8 x 2" LONG PILOT PT. 25 mil - 68 mil 3 4" PLYWOOD TO LG.

#10-14 x 34" LG. HEX TEK PT. 25 mil - 68 mil FRAMING SCREW

NOTE: MIN. OF 33 mil MATERIAL TO BE USED TO FASTEN PLYWOOD

DESIGN LOADS:

A. ROOF LOADS:

DEAD LOAD = 15 psf SNOW LOAD = 86 psf (ULT), 60 psf (ASD) or pf + DRIFT pf = 72.2 psf (ULT), 50.4 psf (ASD) ce = 1.0 ct = 1.2

B. WIND DESIGN DATA:

ULTIMATE WIND SPEED = 107 mph

EXPOSURE = "C"

RISK CATEGORY II

MWFRS - DIRECTIONAL PROCEDURE: (ASCE 7-16 CH. 27)

Kd = 0.85 G = 0.85 Kzt = 1.0

C. SEISMIC DESIGN DATA:

SS = 0.78 S1 = 0.3

SITE CLASS = D

SDS = 0.66 SD1 = 0.45

SEISMIC DESIGN CATEGORY D

BASIC SEISMIC FORCE RESISTING SYSTEM:

- LIGHT FRAME CFS SHEATHED WITH STEEL SHEETS R = 6.5

EQUIVALENT LATERAL FORCE ANALYSIS

RISK CATEGORY = IV

FIRE PUMP FOR FIRE SUPPRESSION

D. IMPORTANCE FACTORS:

SEISMIC (Ie) = 1.5

D. OWNER OR OWNERS REPRESENTATIVE TO RETAIN AN APPROVED SPECIAL INSPECTOR TO OBSERVE AND

APPROVE ALL REQUIRED SPECIAL INSPECTION ITEMS.

E. SPECIAL INSPECTION REPORTS TO BE PROVIDED TO THE BUILDING…