A06_OLYM_313785_Drawings.pdf

REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

APARTMENT 1

(ACCESSIBLE UNIT)

APARTMENT 2

(ACCESSIBLE UNIT)

APARTMENT 4APARTMENT 3

ACCESSIBLE

VAN

PARKING

ACCESSIBLE

PARKING

(5) PARKING SPACES

(E) GARAGE

BOUNDARY OF CONSTRUCTION LIMIT

CONTRACTOR PARKING AND STAGING CONTRACTOR PARKING AND STAGING

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KALALOCH APARTMENTS

GENERAL SITE PLAN

1/8" = 1'-0"

GENERAL SITE PLAN

A

C

B

2 3 4 6 7 8 9

APARTMENT 1

(ACCESSIBLE UNIT)

APARTMENT 2

(ACCESSIBLE UNIT)

APARTMENT 3 APARTMENT 4

MECHANICAL ROOM

LAUNDRY ROOM

FE FE FE FE

FE

FE

1. BUILDING CONSISTS OF FOUR ONE BEDROOM DWELLING UNITS

SEPARATED BY ONE-HOUR FIRE-RATED FIRE PARTITIONS AND

CEILING ASSEMBLIES.

2. EXISTING ROOF HAS CLASS 'A' ROOFING WITH 5:12 PITCH.

3. ALL INTERIOR PARTITIONS ARE NON-RATED U.O.N.

4. APARTMENT 1 AND 2 ARE AN ABAAS COMPLIANT ACCESSIBLE

DWELLING UNITS THAT INCLUDE THE FOLLOWING FEATURES: 1/4"

MAX THRESHOLD, LEVER DOOR HARDWARE, LEVER PLUMBING

FIXTURE CONTROLS, 1-1/2" - 2" DIAMETER GRAB BARS, UNIT

IDENTIFICATION SIGNS FOR ALL UNIT ENTRANCE AND COMMON

AMENITIES (I.E. LAUNDRY ROOM), ALARM/HORN STROBES, AS WELL

AS OTHER FEATURES SHOWN.

5. ACCESSIBLE PARKING IS PROVIDED DIRECTLY IN FRONT OF

BUILDING AND IS CONNECTED TO APARTMENT 1 AND 2 BY A 36" MIN.

WIDTH ACCESSIBLE ROUTE.

6. ALL UNITS HAVE TWO MEANS OF EGRESS. NO EMERGENCY ESCAPE

WINDOWS ARE REQUIRED FROM BEDROOMS.

GENERAL CODE PLAN NOTES

APPLICABLE BUILDING CODES:

2018 INTERNATIONAL BUILDING CODE

2018 INTERNATIONAL MECHANICAL CODE

2018 INTERNATIONAL PLUMBING CODE

2018 INTERNATIONAL ENERGY CONSERVATION CODE

2018 INTERNATIONAL FIRE CODE

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

2015 ARCHITECTURAL BARRIERS ACT ACCESSIBLITY STANDARDS (ABAAS)

OCCUPANCY: R-2 APARTMENTS (CHAPTER 3)

CONSTRUCTION TYPE: VB WITH NFPA 13D FIRE SUPPRESSION SYSTEM

PER NPS (CHAPTER 6)

ALLOWABLE AREA: 7,000 SF (ARTICLE 506)

ACTUAL AREA: 2,539 SF

ALLOWABLE NUMBER OF STORIES: 3 (ARTICLE 504)

ACTUAL NUMBER OF STORIES: 1

ALLOWABLE BUILDING HEIGHT: 40 FEET (ARTICLE 504)

ACTUAL BUILDING HEIGHT: 24 FEET

CODE SUMMARY

FIRE PARTITION (UNIT SEPARATION) FROM TOP OF SLAB TO 1-HOUR

FIRE-RATED CEILING, IBC 711.2.4.3, UL DES 305

CODE PLAN LEGEND

FULL HEIGHT FIRE PARTITION AND DRAFTSTOP FROM TOP OF SLAB TO

BOTTOM OF ROOF SHEATHING, IBC 708.4.2 AND 711.2.4.3, UL DES 305

HORIZONTAL EXTENSION OF 1-HOUR FIRE-RATED FIRE PARTITION AT

ROOF. NO PENETRATIONS ALLOWED WITHIN THIS AREA, UL DES L501

FE FIRE EXTINGUISHER - WALL MOUNTED

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CODE PLAN

G1.1

1 CODE PLAN

APARTMENT 1

(ACCESSIBLE UNIT)

APARTMENT 2

(ACCESSIBLE UNIT)

APARTMENT 4APARTMENT 3

(3) PARKING SPACES

ACCESSIBLE

VAN

PARKING

ACCESSIBLE

PARKING

(5) PARKING SPACES

(E) GARAGE

M

IN

9'-0" MIN

AISLE

9'-0" MIN 8'-0" MIN

(N) 36" WIDE CONCRETE WALK

W/ LIGHT BROOM FINISH, MAX.

SLOPE IN DIRECTION OF

TRAVEL 1:20 MAX. CROSS

SLOPE 2%, TYP.

OUTLINE OF ROOF ABV

A5.1

(N) PAINTED ACCESSIBLE

PARKING AND AISLE

ACCESSIBLE ROUTE, MIN 36" CLEAR WIDTH

ACCESSIBLE PARKING SIGN, SEE ABAAS

FOR DETAILED DESCRIPTION

SITE PLAN LEGEND

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ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

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SITE ACCESSIBILITY PLAN

G1.2

1 SITE PLAN

SEE SHEET G1.3 FOR UNIT ACCESSIBILITY REQUIREMENT

C

B

2 3 4 6 7 8 9

1 1 2 2

LIVING ROOM

APARTMENT 1

(ACCESSIBLE UNIT)

LIVING ROOM

APARTMENT 2

(ACCESSIBLE UNIT) LIVING ROOM

APARTMENT 3

LIVING ROOM

APARTMENT 4

GRAPHIC LEGEND

DOOR WITH MANEUVERING

CLEAR FLOOR SPACE -

ARROW INDICATES

APPROACH DIRECTION

5' RADIUS TURNING CIRCLE ACCESSIBLE ROOM OR

ENTRANCE SIGN, SEE

SIGN SCHEDULE

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ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

DESIGNED:

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ACCESSIBILITY PLAN

G1.3

1 ACCESSIBILITY PLAN

SIGNAGE SCHEDULE

SIGN

MARK

SIGN

DESCRIPTION NOTES

1 ACCESSIBLE

ENTRANCE

WALL MOUNT, TACTILE AND VISUAL

2 ENTRANCE WALL MOUNT, TACTILE AND VISUAL

3 LAUNDRY WALL MOUNT, TACTILE AND VISUAL

4 MECHANICAL

ROOM

WALL MOUNT, TACTILE AND VISUAL

GENERAL NOTES

1. SEE SHEET A4.1 FOR DETAILED CLEARANCES FOR PLUMBING

FIXTURES AND KITCHEN WORK SPACES.

2. SEE SHEET G1.2 FOR SITE ACCESSIBILITY REQUIREMENTS

@ AT

AFF ABOVE FINISHED FLOOR

AP ACCESS PANEL

ADJ ADJUSTABLE

AGGR AGGREGATE

ALUM ALUMINUM

L ANGLE

APPROX APPROXIMATE

ARCH ARCHITECT(URE)

ASPH ASPHALT

AVG AVERAGE

BM BEAM

BLKG BLOCKING

BITUM BITUMINOUS

BD BOARD

BO BOTTOM OF ____

BOT BOTTOM

BLDG BUILDING

BLT-IN BUILT-IN

CAB CABINET

CPT CARPET

CB CATCH BASIN

CBU CEMENTITIOUS BACKING

UNIT

CLG CEILING

CTR CENTER

CL CENTERLINE

CEM CEMENT

CT CERAMIC TILE

CLR CLEAR

CLO CLOSET

CW COLD WATER

COL COLUMN

CONC CONCRETE

CMU CONC. MASONRY UNIT

CONST CONSTRUCTION

CONT CONTINUOUS

CO CONTRACTING OFFICER

CONTR CONTRACTOR

CJ CONTROL JOINT

CNTR COUNTER

CONN CONNECTION

CORR CORRIDOR

CSK COUNTERSUNK

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DR DOOR

DBL DOUBLE

DN DOWN

DS DOWNSPOUT

DWB DRAWING

DSP DRY STANDPIPE

E EAST

EA EACH

EJ EXPANSION JOINT

ELEC ELECTRIC(AL)

ELEV ELEVATION

EMER ENCLOSURE

EQ EQUAL

EQUIP EQUIPMENT

(E) EXISTING

EXT EXTERIOR

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FIN FINISH

FF EL FINISHED FLOOR

ELEVATION

FA FIRE ALARM

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FHC FIRE HOSE CABINET

FP FIREPROOF

FLASH FLASHING

FB FLAT BAR

FLR FLOOR

FAB FABRICATE

FD FLOOR DRAIN

FLUOR FLUORESCENT

FT FOOT or FEET

FTG FOOTING

FDTN FOUNDATION

FS FULL SIZE

FURN FURNISH

FURG FURRING

FUT FUTURE

GALV GALVANIZED

GEN GENERAL

GL GLASS

GLULAM GLUE LAMINATED BEAM

GR GRADE

G GROUND

GYP BD GYPSUM BOARD

GYP BDX GYPSUM BOARD

(TYPE X)

HCP HANDICAPPED

HNDRL HANDRAIL

HGR HANGER

HDBD HARDBOARD

HDW HARDWARE

HDWD HARDWOOD

HT HEIGHT

HSS HOLLOW STEEL SECTION

HORIZ HORIZONTAL

HB HOSE BIBB

HW HOT WATER

IN INCH(ES)

ID INSIDE DIAMETER

INSTL INSTALL

INSUL INSULATION

INT INTERIOR

JS JOINT SEALANT

JT JOINT

LAM LAMINATE

LAV LAVATORY

LTG LIGHTING

LIN LINEAR

MH MANHOLE

MFR MANUFACTURE(R)

MO MASONRY OPENING

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MTL METAL

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MULL MULLION

(N) NEW

NOM NOMINAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NPS NATIONAL PARK SERVICE

NO NUMBER

OBS OBSCURE

OC ON CENTER

O.H. OVERHANG

OPNG OPENING

OPP OPPOSITE

OD OUTSIDE DIAMETER

OF/CI OWNER FURNISHED/

CONTRACTOR INSTALLED

OF/OI OWNER FURNISHED/

OWNER INSTALLED

PNT PAINT(ED)

PR PAIR

PBD PARTICLE BOARD

PTN PARTITION

PLAM PLASTIC LAMINATE

PL PLATE

PLUMB PLUMBING

PLYWD PLYWOOD

LB POUND

PT PRESERVATIVE TREATED

QTY QUANTITY

RAD RADIUS

RCP REFLECTED CEILING

PLAN

RWD REDWOOD

REF REFERENCE

REF REFRIGERATOR

REG REGISTER

REINF REINFORCE

RESIL RESILIENT

REQ'D REQUIRED

REV REVISION

R RISER

RD ROOF DRAIN

RM ROOM

RO ROUGH OPENING

SAM SELF-ADHERED

MEMBRANE

SCHED SCHEDULE

SECT SECTION

SHT SHEET

SHTHG SHEATHING

SHWR SHOWER

SIM SIMILAR

SC SOLID CORE

S SOUTH

SPEC SPECIFICATION(S)

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STA STATION

STL STEEL

STOR STORAGE

STRUC STRUCTURAL

SUSP SUSPENDED

SYMM SYMMETRICAL

TEL TELEPHONE

TEMP TEMPERATURE

THK THICK

T&G TONGUE AND GROOVE

TO TOP OF ____

TOC TOP OF CURB

TOD TOP OF DECK

TOL TOP OF LOG

TOP TOP OF PAVEMENT

TOW TOP OF WALL

TYP TYPICAL

UNFIN UNFINISHED

U.P. UNPEELED

UR URINAL

UNO UNLESS NOTED

OTHERWISE

VFY VERIFY

VR VAPOR RETARDER

VTR VENT THROUGH ROOF

VERT VERTICAL

VCT VINYL COMPOSITION

TILE

VEST VESTIBULE

W WEST

WC WATER CLOSET

WD WOOD

WP WATERPROOF

WR WATER RESISTANT

WRB WEATHER RESISTANT

BARRIER

WSCT WAINSCOT

WT WEIGHT

W/ WITH

W/0 WITHOUT

ARCHITECTURAL ABBREVIATIONS

1. THESE DRAWINGS, ALONG WITH THE SPECIFICATIONS, DESCRIBE THE BUILDING PROJECT EXCEPT AS NOTED.

2. INFORMATION IS LOCATED ON DRAWINGS AND IN SPECIFICATION SECTIONS FOR THE CONTRACTORS CONVENIENCE AND IS NOT INTENDED TO DEFINE SPECIFIC SUBCONTRACTORS SCOPE OF WORK. CONTRACTOR IS RESPONSIBLE FOR

COORDINATION OF ALL WORK IN CONFORMANCE WITH THE CONSTRUCTION CONTRACT.

3. THESE DRAWINGS HAVE BEEN ASSEMBLED FOR USE AT THEIR CURRENT SIZE. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR WORK NOT CONFORMING TO THESE DOCUMENTS DUE TO REDUCED DRAWINGS BEING USED FOR

ESTIMATING OR CONSTRUCTION PURPOSES.

4. DIMENSIONS TO NEW WALLS ARE TO FACE OF STUD, U.N.O.

5. DIMENSIONS TO EXISTING WALLS ARE TO FACE OF FINISH, U.N.O.

6. ALIGN NEW FRAMING AS INDICATED ON DRAWINGS.

7. PRIOR TO SCHEDULING OF WORK AND COMMENCING OF CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY EXISITNG CONDITIONS AND DIMENSIONS SHOWN AND NOTIFY CONTRACTING OFFICER OF ANY OMISSIONS OR DISCREPANCIES.

COMMENCEMENT OF WORK INDICATES ACCEPTANCE OF EXISTING CONDITIONS.

GENERAL NOTES

A1.1

A1.1

PROJECT NORTH

DRAWING TITLE

BUILDING SECTION

WALL SECTION

BUILDING ELEVATION

INTERIOR ELEVATION

DOOR NUMBER

0 GRID LINES

ROOM NAME

ROOM NUMBER

1t ASSEMBLY TAG

SPOT ELEVATION

KEYNOTE

WINDOW TYPEN1A

REVISION

SYMBOLS

FF EL = XXXX.X' FINISHED FLOOR ELEVATION

FINISHED CEILING ELEVATIONXX'-XX"

A1.1

1 VIEW TITLE

Ax.x

Room name

A1.1

REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

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ABBREVIATIONS,

SYMBOLS, AND NOTES

C

D

W

WH

REF

B

REF REFREF

2 3 4 6 7 8 9

106' - 8"

13' - 4" 10' - 8" 10' - 8" 13' - 4" 10' - 8" 13' - 4" 10' - 8" 10' - 8" 13' - 4"

2 2

3 3

3 3

5' - 0"

5 5

6 6

2 2

1. PROPERLY DISPOSE OF ANY REMAINING APPLIANCES.

2. DEMOLISH ALL FLOOR FINISHES.

3. AREAS OF CONCRETE FLOOR DEMOLITION TO BE COORDINATED

WITH ARCHITECT, PLUMBING AND STRUCTURAL BEFORE WORK

BEGINS.

4. DEMOLISH ALL CASEWORK AND PLUMBING

5. DEMOLISH ALL INTERIOR GYP WALLS, U.N.O.

6. REMOVE GYPSUM BOARD AND WOOD PANELING AT INTERIOR FACE

OF EXTERIOR WALLS.

7. REMOVE ALL (E) WINDOWS AND EXTERIOR DOORS

8. COORDINATEDEMOLITION WITH (N) WINDOW AND DOOR OPENINGS

9. REMOVE AND DISPOSE ALL EXISTING INSULATION

GENERAL DEMO PLAN NOTES

DEMO WALL

REMOVE (E) DOOR

(E) EXT WALL, DEMO

INTERIOR GYP BD ONLY

(E) WALL TO REMAIN

GRAPHIC LEGEND

(E) CONSTRUCTION,

TO BE REMOVED

(E) INT WALL, DEMO

GYP BD ONLY

(E) FLOOR SLAB

TO BE REMOVED

FOR REFERENCE ONLY

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REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

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PMIS/PKG NO.

DRAWING NO.

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DEMOLITION FLOOR PLAN

AD1.1

AD1.1

1 FIRST FLOOR DEMOLITION PLAN

KEYNOTES

1 REMOVE GYP BOARD ONLY. PRESERVE STUD FRAMING.

2 REMOVE (E) CONCRETE PATIO OR WALKWAY

3 (E) CONC WALK OR PATIO

4 REMOVE (E) TRENCH DRAIN

5 REMOVE (E) WOOD POST

6 (E) WOOD SCREEN, SALVAGE, PREP AND PAINT XP-1

C

B

2 3 4 6 7 8 9

LINE OF BUILDING BELOW

LINE OF BUILDING

BELOW

(E) GUTTER

(E) GUTTER

1. REMOVE (E) STANDING SEAM METAL ROOFING AND WEATHER

BARRIER.

2. REMOVE (E) GUTTERS AND DOWNSPOUTS

GENERAL DEMO PLAN NOTES

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ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

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DRAWING NO.

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DEMOLITION ROOF PLAN

AD1.2

AD1.2

1 ROOF DEMOLITION PLAN

C

B

2 3 4 6 7 8 9

1 TYP

1 TYP

1. REMOVE EXISTING LIGHT FIXTURES

2. REMOVE ALL GYP BOARD CEILINGS AND SOFFITS

3. PREP AND PAINT (E) EXTERIOR PLYWOOD SOFFIT AND WOOD BEAMS

4. REMOVE EXISTING ATTIC ACCESS DOORS

5. REMOVE EXISTING ATTIC INSULATION.

GENERAL NOTES

DEMO WALL

REMOVE (E) DOOR

(E) EXT WALL, DEMO

INTERIOR GYP BD ONLY

(E) WALL TO REMAIN

GRAPHIC LEGEND

(E) CONSTRUCTION,

TO BE REMOVED

(E) INT WALL, DEMO

GYP BD ONLY

(E) FLOOR SLAB

TO BE REMOVED

FOR REFERENCE ONLY

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REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

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DRAWING NO.

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DEMOLITION REFLECTED

CEILING PLANAD1.3

AD1.3

1 DEMOLITION REFLECTED CEILING PLAN

KEYNOTES

1 REMOVE (E) GUTTERS AND DOWNSPOUTS

C

A3.1

106' - 8"

B

2 3 4 6 7 8 9

13' - 4" 10' - 8" 10' - 8" 13' - 4" 10' - 8" 13' - 4" 10' - 8" 10' - 8" 13' - 4"

LIVING ROOM

APARTMENT 1

(ACCESSIBLE UNIT)

KITCHEN

BATH

BEDROOM

LIVING ROOM

APARTMENT 2

(ACCESSIBLE UNIT)

KITCHEN

BEDROOM

BATH

LIVING ROOM

APARTMENT 3

LIVING ROOM

APARTMENT 4

LAUNDRY

MECH ROOM

KITCHEN

BEDROOM

BEDROOM

BATH

BATH

KITCHEN

A

103B

A2.1

A2.1

A2.13

A

A

A

203B 303B 403B

FIRE RISER

AREA

BIKE AREA

3 2

A4.1

A3.1

1 1

TYP

TYP UNIT

1A

55 5 2 2

LINE OF ROOF

OVERHEAD

LINE OF ROOF

OVERHEAD

A5.3

6A5.3

SIM

A5.3

TYP

W

D

SLOPE DN

1:20 MAX

SLOPE DN

1:20 MAX

A2.1 4

DS DS DS DS

DS DS DS DS

S L O

P E

D N

M

X

S L O

P E

D N

X

S L O

P E

D N

X

SLOPE

1:20

MAX

S L O

P E

D N

X

S L O

P E

D N

X

REFREF REF REF

(N) WALL

(N) 1 HOUR FIRE RATED

PARTITION

(N) SLIDING DOOR

(N) DOOR

(N) SLIDING DOOR OR

WINDOW

(E) WALL, (N) FINISH ONE SIDE

(E) WALL

FLOOR PLAN LEGEND

(E) CONSTRUCTION

WALL TYPE

REFER TO SHEET A5.3

1. DIMENSIONS TO WALL ARE TO FACE OF STUD, U.N.O

2. CENTER OF WALLS TO BE ALIGNED WITH GRID LINE AT GRID

LINES 3, 5, 6 AND 8.

3. ALL DOOR OPENINGS ARE 4" OFF OF WALL, UNO.

4. ALL INTERIOR WALLS FINISH PT-1, UNO.

5. ALL FLOORS LVT-1, UNO.

GENERAL FLOOR PLAN NOTES

4 0 4 8

SCALE OF FEET

REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

SHEET

PMIS/PKG NO.

DRAWING NO.

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FLOOR PLAN

A1.1

1 FIRST FLOOR PLAN

KEYNOTES

1 INFILL WALL TO MATCH (E), PREP AND PAINT XP-1

2 (N) MECHANICAL UNIT, SEE MECHANICAL

3 (N) TRENCH DRAIN

4 (E) UTILITY SINK

5 (N) CONCRETE WALKWAY OR PATIO

6 (E) WOOD SCREEN, SALVAGE, PREP AND PAINT XP-1

7 (N) WATER HEATER, SEE PLUMBING

8 (E) CONC WALK OR PATIO

9 FLUID APPLIED FLOORING

C

A3.1

B

2 3 4 6 7 8 9

V F

Y V

F Y

A2.1

A2.1

A2.13

A3.1

A5.1

A5.1 4

A5.1

A5.3

LINE OF BLDG BELOW

2 2

LINE OF BLDG BELOW

A2.1 4

ROOF PLAN LEGEND

HORIZONTAL EXTENSION OF FIRE PARTITION 1-HOUR FIRE-RATED

CEILING, NO PENETRATIONS ALLOWED WITHIN THIS AREA, UL DES L501

4 0 4 8

SCALE OF FEET

REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

SHEET

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ROOF PLAN

A1.2

1 ROOF PLAN

KEYNOTES

1 (N) GUTTER AND DOWNSPOUT

2 (N) STANDING SEAM METAL ROOF

3 METAL ROOF RIDGE

C

A3.1

B

2 3 4 6 7 8 9

A2.1

A2.1

A2.13

KITCHEN

102 BATH

KITCHEN

BATH

LAUNDRY

MECH ROOM

KITCHEN

BEDROOM

BEDROOM

BATH

BATH

KITCHEN

LIVING ROOM

APARTMENT 1

(ACCESSIBLE UNIT)

LIVING ROOM

APARTMENT 2

(ACCESSIBLE UNIT)

LIVING ROOM

APARTMENT 3

LIVING ROOM

APARTMENT 4

BEDROOM

BEDROOM

106' - 8"

13' - 4" 10' - 8" 10' - 8" 13' - 4" 10' - 8" 13' - 4" 10' - 8" 10' - 8" 13' - 4"

A3.1

A5.3

A5.3

A5.3

1 1 1

A5.3

A5.2 TYP

TYP 2

A5.3

3 33

3 3

3 3

T

Y P

1' - 1" TYP

A2.1 4

5 5 5

2'-10" TYP

3' - 7"

T Y

P3

" 5'-0" TYP

3'-10" TYP

2'-6" TYP

T Y

P

T Y

P

T Y

P

5'-0" TYP

2'-8" TYP

2'-8" TYP

7 7

5 5 5 58

9 9

1. PAINT CEILING PT-1 U.N.O

GENERAL CEILING PLAN NOTES

4 0 4 8

SCALE OF FEET

REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

DESIGNED:

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REFLECTED CEILING PLAN

A1.3

1 REFLECTED CEILING PLAN

KEYNOTES

1 ATTIC ACCESS PANEL, 22" X 30"

2 (E) WOOD BEAM, PREP AND PAINT

3 (E) PLYWOOD SOFFIT, PREP AND PAINT

4 (E) WOOD SCREEN, SALVAGE, PREP AND PAINT XP-1

5 CEILING SOFFIT @ 7'-0" A.F.F.

6 LIGHT FIXTURE - CENTER IN ROOM

7 WALL MOUNTED HEATER, SEE MECH

8 LIGHT FIXTURE - SEE ELECT

9 WALL MOUNTED LIGHT FIXTURE

10 EXHAUST FAN, CENTER IN ROOM

T.O. CONC FDN

0' - 0"

B.O. LOWER

TRUSS CHORD

8' - 2"

A3.1

2346789

6' - 0" TYP

A3.1

TYP

5 5 5

T.O. CONC FDN

0' - 0"

1 10

B.O. LOWER

TRUSS CHORD

8' - 2"

A3.1

2 3 4 6 7 8 9

A3.1

8' - 0" TYP

1TYP

67 7

3 3

T.O. CONC FDN

0' - 0"

A C

B.O. LOWER

TRUSS CHORD

8' - 2"

B

TYP

TYP

TYP

TYP

A5.1

T.O. CONC FDN

0' - 0"

AC

B.O. LOWER

TRUSS CHORD

8' - 2"

B

A5.1

4 0 4 8

SCALE OF FEET

REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

SHEET

PMIS/PKG NO.

DRAWING NO.

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EXTERIOR ELEVATIONS

A2.1

2 EAST ELEVATION (BACK)

A2.1

1 WEST ELEVATION (FRONT)

A2.1

3 SOUTH ELEVATION (END)

KEYNOTES

1 INFILL WALL TO MATCH (E), PREP AND PAINT XP-1

2 (E) BOARD AND BATTEN SIDING. PREP AND PAINT XP-1

3 (N) GUTTER AND DOWNSPOUT

4 (E) WOOD SCREEN, SALVAGE, PREP AND PAINT XP-1

5 (N) MECHANICAL UNIT, SEE MECHANICAL

6 DEMO (E) WALL LOUVERS. INFILL WALL TO MATCH (E), PREP AND PAINT XP-1

7 WOOD POST PER STRUCTURAL, PAINT XP-1

8 (N) STANDING SEAM METAL ROOF

9 (E) FASCIA BOARD, PREP AND PAINT XP-2

10 SHEET METAL FLASHING

11 METAL ROOF RIDGE

12 (E) TELEPHONE NETWORK INTERFACE, DO NOT PAINT

13 (E) EXTERIOR ATTIC ACCESS

14 (E) LOUVER, PREP AND PAINT XP-1

15 (E) CONDUIT. PREP AND PAINT XP-1. DEMO AND REPLACE ADJACENT SIDING

BATTS, PAINT XP-1

A2.1

4 NORTH ELEVATION (END)

OPEN TO

BEYOND

T.O. CONC FDN

0' - 0"

A C

B.O. LOWER

TRUSS CHORD

8' - 2"

B A5.1

A5.1

A5.2

A5.2

WALL BEYOND

KITCHENLIVING ROOMPORCH

(E) WOOD TRUSSES

(N) R-40 BLOWN INSULATION, TYP

(N) CONC WALKWAY

(E) CONC PATIO

(N) CONC PATIO

REF STRUCTURAL

(E) CONC WALK

T.O. CONC FDN

0' - 0"

A C

B.O. LOWER

TRUSS CHORD

8' - 2"

B

A5.2

A5.2

A5.2

WOOD COLUMN

REF STRUCTURAL

(E) PLYWOOD SOFFIT

(E) WOOD TRUSSES

(N) R-40 BLOWN INSULATION, TYP

LAUNDRYMECH ROOM

(N) R-21 BATT INSULATION, TYP

(N) CONC WALKWAY

(E) UNDERGROUND CONC.BEAM

ALONG GRIDS (4) AND (7), FIELD

VERIFIED. ANY PENETRATIONS

THROUGH BEAM TO BE

COORDINATED W/ STRUCTURAL A5.1

11A5.2

SIMCONC PORCH

REF STRUCTURAL

2 0 2 4

SCALE OF FEET

REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

SHEET

PMIS/PKG NO.

DRAWING NO.

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BUILDING SECTIONS

A3.1

1 BUILDING SECTION

A3.1

2 BUILDING SECTION

ATTIC BAFFLE

C

B

2 3

A4.24D

4A

4B

4C

A4.2

1C

1A

1B1D

A4.2

2A

6' - 0" 2' - 10 1/2"

REF

E1E1

1A

1A

1A

1A

1A

1A

LIVING ROOM

APARTMENT 1

(ACCESSIBLE UNIT)

BEDROOM

BATH

KITCHEN

A

5' - 9" 2' - 9" 2' - 0" 8' - 8"

13' - 4" 10' - 8"

1A

5' - 3"

4' - 8"F O

S T

U D

E1

E

E1

E1

F O

S T

U D

4' - 10"

24' - 0"

/2

A L

IG

N W

A L L F

A C

E

ALIGN

A5.1

A5.1

A5.3

A5.3

A5.3

A5.39' - 0"

1' - 2" 4' - 0"

A5.3

TYP

(N) CONCRETE PATIO SLOPE

MAX 1/4" PER LINEAR FT

AWAY FROM ENTRY.

A5.2

A5.2

TYP

A5.2

A5.2

A5.1

A5.1

3' - 0"

DS

A4.2

5' - 0"

3' - 0"

SLOPE DN

1:20 MAX

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ CJ CJ

103B

C L E

A R

M

IN

S L O

P E

D N

6"

/2 "2' - 9"

1. DIMENSIONS TO WALL ARE TO FACE OF STUD, U.N.O

2. CENTER OF WALLS TO BE ALIGNED WITH GRID LINE AT GRID

LINES 3, 5, 6 AND 8.

3. ALL DOOR OPENINGS ARE 4" OFF OF WALL, UNO.

4. ALL INTERIOR WALLS FINISH PT-1, UNO.

5. ALL FLOORS LVT-1, UNO.

GENERAL FLOOR PLAN NOTES

(N) WALL

(N) 1 HOUR FIRE RATED

PARTITION

(N) SLIDING DOOR

(N) DOOR

(N) SLIDING DOOR OR

WINDOW

(E) WALL, (N) FINISH ONE SIDE

(E) WALL

FLOOR PLAN LEGEND

(E) CONSTRUCTION

WALL TYPE

REFER TO SHEET A5.3

2 0 2 4

SCALE OF FEET

REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

SHEET

PMIS/PKG NO.

DRAWING NO.

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ENLARGED UNIT PLAN

A4.1

1 ENLARGED UNIT PLAN (ACCESSIBLE)

KEYNOTES

1 COUNTERTOP AND BACKSPLASH

2 CASEWORK W/ ADJUSTABLE SHELVES

3 ADA COMPLIANT SINK AND FAUCET

4 (E) WOOD SCREEN, SALVAGE, PREP AND PAINT XP-1

5 CLOSET SHELF AND POLE

6 COUNTERTOP - 22" DEPTH W/ ADA COMPLIANT SINK & FAUCET

7 (N) TRENCH DRAIN

8 (N) CONCRETE WALKWAY OR PATIO

9 DINING COUNTER

10 (N) MECHANICAL UNIT, SEE MECHANICAL

11 24" X 36" MIRRORED MEDICINE CABINET

12 ADA COMPLIANT ROLL-IN SHOWER ENCLOSURE, SEAT, GRAB BARS

AND CONTROLS

13 WOOD POST PER STRUCTURAL, PAINT XP-1

OPEN TO

BEYOND

3' - 0"

REF

MICRO

TYP

1' - 6"

OPEN

REF

OPEN TO

BEYOND

A5.2

SEE 3A/A4.2 FOR ALT

CABINET LAYOUT FOR

NON-ACCESSIBLE UNITS

1' - 3" 2' - 6" 1' - 3"

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

A5.2

OPEN TO

BEYOND

A5.2 1

TYP

13 14 2' - 3"

T O

T O

6" 3' - 0"

1' - 5"

C L

E A

R

T O

A5.2

SEE 3B/A4.2 FOR ALT

CABINET LAYOUT FOR

NON-ACCESSIBLE UNITS

1. PAINT GYPSUM BOARD WALLS PT-1, U.N.O.

GENERAL SHEET NOTES

2' - 6"2' - 9"1' - 6"

2 0 2 4

SCALE OF FEET

REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

SHEET

PMIS/PKG NO.

DRAWING NO.

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INTERIOR ELEVATIONS

A4.2

KITCHEN, 102 & 302 (202 & 402 OPPOSITE)

1A EAST

-1B SOUTH -1C WEST -1D NORTH

A4.2

KITCHEN AND HALL, 102 & 302 (202 & 402 OPPOSITE)

2A EAST

A4.2

BATH 104 & 304 (204 & 404 OPPOSITE)

4A EAST

-4B SOUTH -4C WEST -4D NORTH

KEYNOTES

1 CASEWORK W/ ADJUSTABLE SHELVES

2 COUNTERTOP AND BACKSPLASH

3 RANGE HOOD. IN ADA ACCESSIBLE UNITS, PROVIDE CONTROLS

AT ADJACENT COUNTER AT 42" A.F.F.

4 ADA COMPLIANT RANGE

5 WALL BASE

6 ADA COMPLIANT SINK AND FAUCET

7 PROVIDE HEAT SHIELD COVERS AT EXPOSED PLUMBING PIPES

8 CABINET CONCEALMENT PANEL

9 ADA COMPLIANT VANITY SINK AND FAUCET

10 WALL MOUNTED LIGHT FIXTURE

11 ADA GRAB BARS IN ACCESSIBLE UNITS

12 COUNTERTOP - 22" DEPTH W/ ADA COMPLIANT SINK & FAUCET

13 SHELF BRACKETS, 48" MAX DISTANCE

14 DINING COUNTER

15 ADA COMPLIANT ROLL-IN SHOWER ENCLOSURE, SEAT, GRAB

BARS AND CONTROLS

16 24" X 36" MIRRORED MEDICINE CABINET

A4.2

ALTERNATIVE CABINET LAYOUTS

3A KITCHEN ALTERNATIVE

-3B BATHROOM ALTERNATIVE

5/16" ---TYP. STANDING SEAM W/ SEALANT

BY MFR.

(N) METAL ROOFING OVER

VENTING/DRAIN MAT OVER ROOF

UNDERLAYMENT

(E) SHEATHING

SEE LU FOR TYP.

DETAI� NOTES

,,....--(N) METAL STANDING SEAM

ROOF, ATTACH PER MFR

RECOMMENDATIONS

,,-- WB-2, EXTEND OVER FASCIA

AND LAP FLASHING

,,....--PRE-FINISHED SHT MTL FLASHING

W/ DRIP EDGE

,,,--- (N) SHAPED GUTTER SUPPORT

BLOCK AT 48" QC

,__ (N) METAL GUTTER

----- (E) WOOD FASCIA

1 TYPICAL METAL STANDING SEAM ROOF

� ROOF EDGE AT GUTTER1--A..:...

---1---

S

CA

L

E

_____________________ I-

Q0

-'A2=- 5.

-1-- S

C

AL

E

SEE DETAIL ®1

FOR CONG A

51 WALKWAY

I------- (N) DOWNSPOUT

------- (N) DOWNSPOUT SECURE TO

EXTERIOR WALL AND EXTEND INTO

TRENCH DRAIN

,,,--- (N) GALV. MTL. GRATE WITH CUT-OUT

6"

SEE LU FOR TYP.

DETAI� NOTES

,,---------- (N) METAL STANDING SEAM

ROOF

1----+-- (N) METAL EDGE TRIM W/ CLEAT

'---- (E) WOOD BARGE

ROOF EDGE AT GABLE END

SCALE@

r--- (N) CONCRETE CURB

(E) LANDSCAPED AREA

r--- (N) CONCRETE ACCESSIBLE RAMP

4'-0" MIN.

,,--- (N) GALVANIZED STEEL GRATE

TO RECEIVE DOWNSPOUT

(N) TRENCH DRAIN EMBEDDED INTO

(N) CONCRETE WALKWAY -'----------.------.---+--.---'-

ll----r1:::::;,-+-�---f...L�

:::IT

"'.7?""0:::::::::� I

(N) TRENCH DRAIN EMBEDDED INTO

r

• ,, (N) CONCRETE WALK

CAST CONCRETE UNDER (N) TRENCH

DRAIN

DOWNSPOUT/TRENCH DRAIN

SCALE@

• ... • • • I. .. ,, • • • ,. ■ •• •

• • •a .• • • •·. . ·

� 1• • • \ • • • • • • Y","

� • ·4 • . . ... . . , • ' • • . il4. ... -· :�� i-------- (E) WOOD SCREEN WHERE OCCURS, TRIM BOTTOM, PREP AND PAINT

�-- (N) PT 2x6, PAINT

__,-- (N) CONG PATIO

REF STRUCTURAL

,,....-- (E) CONG PATIO

POST CONNECTION AT (E) EXT WOOD SCREEN

.,....-- (N) 8" GALV. SCREEN W/�" SQ.

OPENINGS

l�b,1,-- (N) 18" SQ. X 36" DEEP DRY WELL, FILLED WITH MIN.¾" DIA. DRAIN ROCK

WRAPPED IN FILTER FABRIC

DOWNSPOUT/TRENCH DRAIN

SCALE@

(N) CONG WALKWAY WHERE

OCCURS, SLOPE AWAY FROM BLDG.

-JOINT FILLER

(N) CONG PATIO PER STRUCTURAL

SLOPE 1/4" PER LINEAR FOOT

(E) CONG PATIO

J.--<-• ,. ... . ' ... <I /..

<I .. . ' .Ii.. ,id ' - LI

I <I • ,>• ,.._

·q

.. <I

LI ·,✓.gj

<I ,1 LI

0 � - LI

LI <I

,1�� � ,.... . <I p

,1 <I

<I .d

LI

LI

p,

• LI

.ll <I p �-

I' .J' .J' I'- JS I' ,;, � p .P- ,;, � ,;, p R

NEW CONC. PATIO EDGE

SCALE@

RAMP DN

1:20 MAX

UJ

2* N

RAMP DN z

1:20 MAX 2

(E) CONCRETE WALKWAY

TI-- (N) PAINTED ACCESS AISLE AND

PARKING SPACES W/

ACCESSIBILITY SYMBOL

® NEW CONCRETE WALKWAY RAMP

1 SCALE@

�- (N) CONG PATIO SLAB,

3-1/2" MIN. THICKNESS

SLOPE 1/4" PER LINEAR FOOT

AWAY FROM BLDG

• • • o , 1r • •.. • • • I •

'I,· ·· · · .

. . . . . . . . . •·" . •· .. .. . . . • • .r • • •• • - • • • ' • • 4 j

:--.. � .--t--.

7 � =-•----. .._ :i-• � �oh

O

"'O o' . . . .. . .. . . . . . . .. .. • • • • .,. "l • • • • I • • " .. 'i' . .

. . . . . ., .. . . . .. : ... . . • • 0

0 �

• ·• 0

..i • •':' " • • • 0 •

U:r"T-.:L . . . ... . . . . .. ' · · • •4 f •• . . .. . . .. . . . : . . •· . . . . . . . . . .. . . . . . . . ' . . . . • .. .._ a

I • • . . ·. .. � • ·•· •

NEW CONC WALK EDGE

SCALE@

REGISTERED

ARCHITECT

TROY A. AINSWORTH

STATE OF WASHINGTON

DESIGNED:

FFA/ ST

FFA/ TH

TECH. REVIEW:

FFA/ ST

DATE:

04/25/2024

SEE LU FOR TYP.

DETAI� NOTES

___ (N) METAL RIDGE CAP. INSTALL PER

MFR RECOMMENDATIONS

�- (N) CLOSURE STRIP PER MTL

ROOF MFR

�- (N) METAL STANDING SEAM

ROOF

NOTE: REFERENCE MTL ROOF

MANUFACTURER'S DETAILS FOR

MATERIAL HOLD BACKS OR

CUTTING AT RIDGE.

ROOF RIDGE

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TITLE OF SHEET

KALALOCH APARTMENTS

DETAILS

OLYMPIC NATIONAL PARK

DRAWING NO.

177797

PMIS/PKG NO.

313785

SHEET

ARCHITECT

ARCHITECT

TYPE D1

(EXTERIOR)

TYPE D2

(INTERIOR)

SCHED.

SEE

TYPE D3

(BY-PASS)

SCHEDULE

SEE

SCHED.

SEE

TYPE D4

(EXTERIOR)

SCHED

SEE

8" 8"

TYPE W1

S C

H E

D U

L E

S E

E

SEE SCHEDULE

T Y

P

REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

SHEET

PMIS/PKG NO.

DRAWING NO.

D R

A W

IN

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S T

O B

E P

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IN

T E

D I

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C A

L E

IF

D

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IN

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H A

D

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IN

G

OF

A7.1 04/25/2024

FFA / TH

FFA / ST 149

20 41

313785

177797

OLYMPIC NATIONAL PARK

KALALOCH APARTMENTS

SCHEDULES

DOOR SCHEDULE

MARK

DOOR

TYPE

DOOR FRAME

FIRE

RATING

HDW.

SET NOTESMATL

SIZE

MATL

DETAIL

WIDTH HEIGHT THICKNESS HEAD JAMB SILL

010 D4 FG 3' - 0" 6' - 8" 0' - 1 3/4" FG 2/A5.2 6/A5.2 10/A5.2 3 GL-1 GLAZING

020 D2 WD 3' - 0" 6' - 8" 0' - 1 3/4" WD 3 PAINT P-1

101 D1 FG 3' - 0" 6' - 8" 0' - 1 3/4" FG 2/A5.2 6/A5.2 10/A5.2 1

102 D1 FG 3' - 0" 6' - 8" 0' - 1 3/4" FG 2/A5.2 6/A5.2 10/A5.2 1

103A D2 WD 3' - 0" 6' - 8" 0' - 1 3/4" WD 2 PAINT P-1

103B D3 WD 5' - 0" 6' - 8" 0' - 1 3/8" WD 7/A5.2 - PAINT P-1

104 D2 WD 3' - 0" 6' - 8" 0' - 1 3/4" WD 2 PAINT P-1

201 D1 FG 3' - 0" 6' - 8" 0' - 1 3/4" FG 2/A5.2 6/A5.2 10/A5.2 1

202 D1 FG 3' - 0" 6' - 8" 0' - 1 3/4" FG 2/A5.2 6/A5.2 10/A5.2 1

203A D2 WD 3' - 0" 6' - 8" 0' - 1 3/4" WD 2 PAINT P-1

203B D3 WD 5' - 0" 6' - 8" 0' - 1 3/8" WD 7/A5.2 - PAINT P-1

204 D2 WD 3' - 0" 6' - 8" 0' - 1 3/4" WD 2 PAINT P-1

301 D1 FG 3' - 0" 6' - 8" 0' - 1 3/4" FG 2/A5.2 6/A5.2 10/A5.2 1

302 D1 FG 3' - 0" 6' - 8" 0' - 1 3/4" FG 2/A5.2 6/A5.2 10/A5.2 1

303A D2 WD 3' - 0" 6' - 8" 0' - 1 3/4" WD 2 PAINT P-1

303B D3 WD 5' - 0" 6' - 8" 0' - 1 3/8" WD 7/A5.2 - PAINT P-1

304 D2 WD 3' - 0" 6' - 8" 0' - 1 3/4" WD 2 PAINT P-1

401 D1 FG 3' - 0" 6' - 8" 0' - 1 3/4" FG 2/A5.2 6/A5.2 10/A5.2 1

402 D1 FG 3' - 0" 6' - 8" 0' - 1 3/4" FG 2/A5.2 6/A5.2 10/A5.2 1

403A D2 WD 3' - 0" 6' - 8" 0' - 1 3/4" WD 2 PAINT P-1

403B D3 WD 5' - 0" 6' - 8" 0' - 1 3/8" WD 7/A5.2 - PAINT P-1

404 D2 WD 3' - 0" 6' - 8" 0' - 1 3/4" WD 2 PAINT P-1

DOOR TYPES

WINDOW SCHEDULE

MARK

SIZE

MTL TYPE GLZ

DETAIL

WIDTH HEIGHT HEAD JAMB SILL

010 4' - 0" 3' - 0" FG W3 GL-1 1/A5.2 5/A5.2 9/A5.2

101 6' - 0" 4' - 0" FG W1 GL-1 1/A5.2 5/A5.2 9/A5.2

102 3' - 0" 3' - 0" FG W4 GL-1 1/A5.2 5/A5.2 9/A5.2

103 6' - 0" 3' - 0" FG W2 GL-1 1/A5.2 5/A5.2 9/A5.2

104 3' - 0" 2' - 0" FG W5 GL-1 1/A5.2 5/A5.2 9/A5.2

201 6' - 0" 4' - 0" FG W1 GL-1 1/A5.2 5/A5.2 9/A5.2

202 3' - 0" 3' - 0" FG W4 GL-1 1/A5.2 5/A5.2 9/A5.2

203 6' - 0" 3' - 0" FG W2 GL-1 1/A5.2 5/A5.2 9/A5.2

204 3' - 0" 2' - 0" FG W5 GL-1 1/A5.2 5/A5.2 9/A5.2

301 6' - 0" 4' - 0" FG W1 GL-1 1/A5.2 5/A5.2 9/A5.2

302 3' - 0" 3' - 0" FG W4 GL-1 1/A5.2 5/A5.2 9/A5.2

303 6' - 0" 3' - 0" FG W2 GL-1 1/A5.2 5/A5.2 9/A5.2

304 3' - 0" 2' - 0" FG W5 GL-1 1/A5.2 5/A5.2 9/A5.2

401 6' - 0" 4' - 0" FG W1 GL-1 1/A5.2 5/A5.2 9/A5.2

402 3' - 0" 3' - 0" FG W4 GL-1 1/A5.2 5/A5.2 9/A5.2

403 6' - 0" 3' - 0" FG W2 GL-1 1/A5.2 5/A5.2 9/A5.2

404 3' - 0" 2' - 0" FG W5 GL-1 1/A5.2 5/A5.2 9/A5.2

WINDOW TYPES

GL-1

PROJECT DESCRIPTION:

● ALTERATION TO AN EXISTING 1958 APARTMENT BUILDING

EXISTING CONCRETE SLAB-ON-GRADE FIRST FLOOR WITH THICKENED EDGE AT

BUILDING PERIMETER

EXISTING WOOD 2x4 STUD WALLS SHEATHED WITH HORIZONTAL BOARD SHEATHING, SIDED WITH 1x BOARD AND BATTEN

ORIGINAL SITE-BUILT ROOF TRUSSES @ 24" OC SUPPORTING 1x SKIP

SHEATHING

VOLUNTARY SEISMIC UPGRADE

GENERAL:

1. THE STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS

AND ARE INTENDED TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL,

CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS. THE CONTRACTOR IS

RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THE ENTIRE SET

OF CONTRACT DOCUMENTS (INCLUDING THE PROJECT SPECIFICATIONS) INTO

THEIR WORK.

2. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE

OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS.

3. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS.

CODE REQUIREMENTS:

1. CONFORM TO THE 2018 WASHINGTON STATE BUILDING CODE (WSBC), BASED UPON

THE 2018 INTERNATIONAL BUILDING CODE (IBC).

2. ALL REFERENCE TO OTHER CODES AND STANDARDS (ACI, ASTM, ETC.) SHALL BE FOR

THE EDITIONS NOTED IN CHAPTER 35 OF THE IBC.

TEMPORARY CONDITIONS:

1. THE STRUCTURE HAS BEEN DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION.

THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING

AND/OR SUPPORT REQUIRED AS A RESULT OF THE CONTRACTOR’S CONSTRUCTION

METHODS AND/OR SEQUENCES.

DESIGN CRITERIA:

1. DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC. IN

ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND ALLOWANCES WERE

USED FOR DESIGN, WITH LIVE LOADS (L.L.) REDUCED IN ACCORDANCE WITH THE IBC:

DESIGN CRITERIA

GEOTECHNICAL CRITERIA

DESIGN BASED ON

GEOTECHNICAL REPORT BY:

NONE

ALLOWABLE SOIL BEARING

PRESSURE

1,500 PSF (DEFAULT)

GRAVITY SYSTEM CRITERIA

OCCUPANCY OR USE UNIFORM LIVE LOAD (PSF)

CONCENTRATED

LIVE LOAD (LBS)

RESIDENTIAL 40 X

ROOFS 20

SNOW CRITERIA

DESIGN ROOF SNOW LOAD 25 PSF

WIND CRITERIA

MAIN WIND FORCE RESISTING

SYSTEMS V = 120 MPH BASIC DESIGN WIND SPEED (3-SECOND GUST)

EXPOSURE CATEGORY D

SEISMIC CRITERIA

SITE CLASS D (ASSUMED)

IMPORTANCE FACTOR I = 1e

SEISMIC DESIGN CATEGORY E

MCE SPECTRAL

ACCELERATIONS S = 1.97

S S = 0.8

DESIGN SPECTRAL

ACCELERATIONS S = 1.57

DS

S = 1.08

D1

ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PER ASCE 7-16 SECTION 12.8

SEISMIC FORCE

RESISTING SYSTEM

LIGHT FRAMED WALLS SHEATHED

WITH STRUCTURAL PANELS

RESPONSE MODIFICATION

FACTOR R = 6.5 R = 6.5

SEISMIC RESPONSE

COEFFICIENT C

S = 0.245 C

S = 0.245

DESIGN BASE SHEAR V = 52 KIPS V = 52 KIPS

REDUNDANCY FACTOR ρ = 1.3 ρ = 1.3

DESIGN INELASTIC

STORY DRIFT ∆ = X INCHES ∆ = X INCHES

RISK CATEGORY II

X

UNIFORM

DEAD LOAD (PSF)

X

X

GEOTECHNICAL CRITERIA

ALLOWABLE BEARING

PRESSURE 25 PSF

SHORT TERM LOADING 1/3 INCREASE

X-EAST-WEST DIRECTION Y-NORTH-SOUTH DIRECTION

LIGHT FRAMED WALLS SHEATHED

WITH STRUCTURAL PANELS

CONCRETE:

1. ALL CONCRETE WORK SHALL CONFORM TO “ACI 318--BUILDING CODE REQUIREMENTS

FOR STRUCTURAL CONCRETE" AND CHAPTER 19 OF THE INTERNATIONAL BUILDING

CODE.

2. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS

PER ASTM C39, UNLESS NOTED OTHERWISE, AND SHALL BE AS FOLLOWS:

CONCRETE STRENGTHS

DESCRIPTION f'c (PSI)

WATER -

CEMENT

RATIO BY

WEIGHT

ENTRAINED

AIR

OTHER

FOOTINGS, STEMWALLS 3,000 0.53 2% +/- 1.5%

EXTERIOR SLAB-ON-GRADE 4,000 0.48 6% +/- 1.5%

INTERIOR SLAB-ON-GRADE 4,000 0.48

NOTES:

A. VERIFY WATER/CEMENT RATIO WITH FLOOR COVERING MANUFACTURER FOR

CONCRETE FLOORS WITH MOISTURE SENSITIVE FLOOR COVERINGS.

B. CONCRETE MIXES SHALL BE NORMAL WEIGHT AND CONTAIN PORTLAND CEMENT

CONFORMING TO ASTM C150 FOR TYPE I, OR TYPE II.

C. AIR ENTRAINING AGENT SHALL CONFORM TO ASTM C260.

D. SHRINKAGE RATE, AS DETERMINED BY ASTM C157, OF CONCRETE SHALL NOT

EXCEED 0.045% AT 28 DAYS. USE A SHRINKAGE REDUCING ADMIXTURE TO ACHIEVE

THIS VALUE, IF REQUIRED.

3. MINIMUM CEMENT CONTENT PER CUBIC YARD SHALL BE AS FOLLOWS:

MINIMUM CEMENT CONTENT

f'c (PSI)

MINIMUM CEMENT CONTENT PER CUBIC

YARD

3,000 470 LBS.

4,000 550 LBS.

NOTES:

A. FLYASH CONFORMING TO ASTM C618 “TYPE F,” OR “TYPE C” MAY BE USED TO

REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX

STRENGTH IS SUBSTANTIATED BY TEST DATA.

4. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS, ALONG WITH TEST DATA

COMPLIANT WITH ACI-318 CHAPTER 5, A MINIMUM OF TWO WEEKS PRIOR TO PLACING

CONCRETE.

5. NO WATER MAY BE ADDED TO CONCRETE IN THE FIELD UNLESS IT CONFORMS TO THE

APPROVED MIX DESIGN AND IS SPECIFICALLY APPROVED IN WRITING BY THE

CONCRETE SUPPLIER.

6. A WATER REDUCING ADMIXTURE CONFORMING TO ASTM C494 USED IN STRICT

CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS SHALL BE

INCORPORATED INTO CONCRETE MIX DESIGNS. A HIGH RANGE WATER REDUCING

ADMIXTURE CONFORMING TO ASTM C494 "TYPE F, OR TYPE "G" MAY BE USED IN

CONCRETE MIXES PROVIDED THAT THE SLUMP DOES NOT EXCEED 10-INCHES.

7. CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION WHEREVER

PRACTICAL.

8. SLEEVES, OPENING, CONDUITS, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE

STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER PRIOR

TO PLACING CONCRETE. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN

OUTSIDE DIMENSION THAN ONE-THIRD THE THICKNESS OF THE SLAB AND SHALL NOT

BE SPACED CLOSER THAN THREE DIAMETERS ON-CENTER.

9. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR THE LAYOUT OF

CONSTRUCTION AND CONTROL JOINTS FOR CONCRETE SLABS-ON-GRADE. THE JOINTS

SHALL BE LOCATED AT MAXIMUM 12'-0" ON-CENTER EACH WAY FORMING RECTANGLES

WITH A LENGTH TO WIDTH RATIO NOT EXCEEDING 1.5 IN ANY DIRECTION. CONTROL

JOINTS SHALL INTERSECT AT COLUMN BLOCKOUTS, AT ENDS OF BEARING WALLS, AND

AT ALL RE-ENTRANT CORNERS IN THE SLAB.

10. ALL BOLTS AND/OR ANCHOR RODS EMBEDDED INTO CONCRETE SHALL CONFORM TO

ASTM SPECIFICATION F1554 GRADE 36 UNLESS NOTED OTHERWISE ON THE

STRUCTURAL DRAWINGS.

11. ANCHOR RODS ARE TO BE LOCATED BY MEANS OF TEMPLATE. ANCHOR RODS SHALL

NOT BE HAND SET, OR WET SET.

12. ANCHOR RODS AND EMBEDDED ITEMS SHALL BE SET IN ACCORDANCE WITH THE AISC

CODE OF STANDARD PRACTICE SECTION 7.5.

13. WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING

CONCRETE SURFACE SHALL BE CLEANED AND ROUGHENED TO A MINIMUM 1/4"

AMPLITUDE.

14. PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED

OTHERWISE.

SEE NOTE D

SEE NOTE D

REINFORCING STEEL:

1. REINFORCING STEEL SHALL BE DETAILED, FABRICATED, AND PLACED IN ACCORDANCE TO “ACI

318—BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE” AND “ACI 315—MANUAL OF

STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES.”

2. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 UNLESS NOTED

OTHERWISE ON THE STRUCTURAL DRAWINGS.

4 REINFORCING STEEL SHALL BE SECURELY TIED IN-PLACE WITH #16 ANNEALED IRON WIRE.

BARS IN BEAMS, SLABS, AND FOUNDATIONS SHALL BE SUPPORTED ON WELL-CURED CONCRETE

BLOCKS, OR APPROVED METAL CHAIRS, AS SPECIFIED BY THE “CRSI MANUAL OF STANDARD

PRACTICE,” MSP-1.

5 ALL REINFORCEMENT SHALL BE FREE OF LOOSE MILL AND RUST SCALE, OIL, DIRT, OR

COATINGS OF ANY KIND THAT REDUCE THE BOND STRENGTH TO THE CONCRETE.

6 REINFORCEMENT STEEL SHALL NOT BE DISPLACED OR ALTERED FOR THE CONVENIENCE OF

OTHER TRADES UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD.

7 “WET SETTING” OF REINFORCING STEEL, ANCHOR RODS, EMBEDDED PLATES AND INSERTS IS

NOT PERMITTED.

8 ALL REINFORCEMENT SHALL BE CONTINUOUS WITH ADEQUATE LAP LENGTHS AT SPLICE

LOCATIONS.

9 THE FOLLOWING MINIMUM LAP SPLICE LENGTHS SHALL BE PROVIDED FOR ALL REINFORCING

STEEL:

TYPICAL LAP SPLICE SCHEDULE (IN)

BAR SIZE

3,000 PSI 4,000 PSI 5,000 PSI

TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS

#3 28 22 24 19 22 17

#4 37 29 32 25 29 22

#5 47 36 40 31 36 28

#6 56 43 48 37 43 33

NOTES:

A. FOR CENTER-TO-CENTER SPACING LESS THAN FOUR TIMES THE BAR DIAMETER, MULTIPLY

THE ABOVE VALUES BY A FACTOR OF 1.4.

B. TABLE VALUES APPLY FOR CLEAR COVER GREATER THAN OR EQUAL TO 1-1/2". CONTACT

ENGINEER OF RECORD IF CONDITIONS VARY.

C. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE

BAR.

D. VALUES ARE FOR UNCOATED BARS.

10 THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR ALL REINFORCING

STEEL:

MINIMUM CONCRETE COVER (CAST-IN-PLACE)

USE COVER

SLAB BARS 1"

CONCRETE CAST AGAINST EARTH 3"

11 PROVIDE #5 CARRIER BAR AT 3'-0" MAX SPACING FOR ALL SLAB, JOIST, AND WALL REINFORCING

NOT SUPPORTED BY OTHER TRANSVERSE REINFORCEMENT.

12 PROVIDE "CORNER" BAR AT CORNERS AND INTERSECTIONS FOR WALLS AND FOUNDATIONS

EQUAL IN SIZE, NUMBER AND SPACING TO HORIZONTAL REINFORCING. SIZE CORNER BAR TO

PROVIDE A FULL LAP WITH HORIZONTAL REINFORCMENT ON EACH LEG.

3 REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706. WELDING OF

REINFORCING STEEL SHALL CONFORM TO AWS D1.4. ALL WELDING SHALL BE DONE BY AWS

CERTIFIED WELDERS USING LOW HYDROGEN E70XX ELECTRODES.

CONCRETE ACCESSORIES:

1. DEFORMED BAR ANCHORS (D.B.A.) SHALL BE NELSON TYPE D2L (ICC ESR-2907) OR

APPROVED EQUAL.

2. HEADED SHEAR STUDS SHALL BE NELSON HEADED ANCHORS WITH FLUXED ENDS (ICC

ESR-2856) OR APPROVED EQUAL.

3. HEADED SHEAR STUDS AND DEFORMED BAR ANCHORS SHALL BE AUTOMATICALLY

END-WELDED WITH THE MANUFACTURER’S STANDARD EQUIPMENT AND IN

ACCORDANCE WITH THE ASSOCIATED ICC REPORTS.

4. PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES SHALL BE HOT-DIPPED

GALVANIZED AFTER FABRICATION. EMBEDDED ITEMS SHALL NOT BE LOADED, NOR SHALL

WELDS BE APPLIED, FOR A MINIMUM OF 7-DAYS AFTER CASTING OF CONCRETE.

5. APPROVED POST-INSTALLED ANCHORS ARE AS FOLLOWS:

APPROVED POST-INSTALLED CONCRETE ANCHORS

TYPE ANCHOR ICC REPORT

CONCRETE

SCREW

SIMPSON TITEN HD ICC ESR-2713

HILTI KWIK HUS-EZ ICC ESR-3027

EPOXY

ADHESIVE

SIMPSON SET-XP ICC ESR-2508

HILTI HIT-RE 500SD ICC ESR-2322

EXPANSION

SIMPSON STRONG-BOLT II ICC ESR-3037

HILTI KWIK BOLT TZ ICC ESR-1917

NOTES

:A. ALL ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE TO THE APPLICABLE ICC

REPORT.

B. REINFORCEMENT SHALL NOT BE CUT IN NEW, OR EXISTING CONCRETE DURING

INSTALLATION OF POST-INSTALLED ANCHORS.

C. ANCHORS THAT ARE LEFT EXPOSED TO WEATHER SHALL BE STAINLESS STEEL, OR

HOT-DIPPED GALVANIZED.

EXISTING CONDITIONS:

1. ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS SHALL BE FIELD VERIFIED.

THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY SIGNIFICANT

DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS.

FOUNDATIONS:

1. FOUNDATION SIZES ARE BASED UPON AN ASSUMED MAXIMUM TOTAL LOAD BEARING

SOIL PRESSURE = 1500 PSF FOR BEARING ON NATIVE SOILS/COMPACTED FILL

2. ALL FOOTINGS SHALL BE FOUNDED ON FIRM UNDISTURBED ORIGINAL SOIL FREE OF

ORGANIC MATTER OR ENGINEERED FILL.

3. ALL FOOTINGS SHALL BE A MINIMUM OF 12" BELOW FINAL GRADES.

4. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING

EXCAVATIONS TO NEAT LINES AND REPLACED WITH ENGINEERED FILL IF NECESSARY.

5. ENGINEERED FILL SHOULD BE COMPACTED IN HORIZONTAL LIFTS NOT EXCEEDING 12

INCHES. ENGINEERED FILL SHALL CONSIST OF 3/4" MINUS CLEAN, WELL-GRADED

SAND, SAND AND GRAVEL, OR CRUSHED ROCK. ENGINEERED FILL SHALL BE

COMPACTED TO 95% MAXIMUM DRY DENSITY AS OBTAINED BY ASTM D698 STANDARD

PROCTOR.

SAWN FRAMING LUMBER:

1. SAWN LUMBER SHALL CONFORM TO THE WEST COAST LUMBER INSPECTION BUREAU

(WCLIB) OR THE WESTERN WOODS PRODUCTS ASSOCIATION (WWPA) GRADING RULES.

2. ALL LUMBER SHALL BE THE SPECIES AND GRADES AS FOLLOWS:

SAWN LUMBER

USE SPECIES/GRADE Fb (PSI)--BASE VALUE

LUMBER 2" TO 4" THICK

DOUGLAS FIR-LARCH

NO.2

BEAMS 5"x5" AND GREATER

DOUGLAS FIR-LARCH

NO.1

POSTS

DOUGLAS FIR-LARCH

NO.1

T&G DECKING

DOUGLAS FIR LARCH

COMMERCIAL DEX

3. ALL DIMENSIONAL LUMBER AND TIMBERS SHALL BE KILN DRIED AND CERTIFIED IN

WRITING BY THE SUPPLIER TO BE LESS THAN 19% MOISTURE CONTENT.

4. ALL LUMBER IN CONTACT WITH CONCRETE OR CMU SHALL BE PRESERVATIVE TREATED

(PT) PER THE AMERICAN WOOD PRESERVERS BUREAU (AWPB) UNLESS AN APPROVED

MOISTURE BARRIER IS PROVIDED. ALL PT LUMBER SHALL BEAR THE AWPB QUALITY

MARK.

5. CUTTING AND NOTCHING OF JOISTS AND STUDS SHALL CONFORM TO IBC SECTIONS

2308.8.2, 2308.9.10, 2308.10.4.2 AND THE LIMITATIONS AS NOTED ON THE STRUCTURAL

DRAWINGS.

WOOD STRUCTURAL PANEL SHEATHING:

1. WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS OF THE "U.S.

PRODUCT STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD," THE "U.S.

PRODUCT STANDARD PS 2 PERFORMANCE STANDARD FOR WOOD-BASED STRUCTURAL

USE PANELS," OR THE "APA PRP-108 PERFORMANCE STANDARDS."

2. UNLESS NOTED OTHERWISE ON THE DRAWINGS, ALL PANELS SHALL BE APA RATED

SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING AS FOLLOWS:

WOOD STRUCTURAL PANEL SHEATHING

USE THICKNESS/RATING

ROOF SHEATHING 5/8"-INDEX 40/20

WALL SHEATHING 1/2"-INDEX 32/16

3. ALL FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN

PERPENDICULAR TO SUPPORTS AND END JOINTS SHALL BE STAGGERED.

4. ROOF SHEATHING SHALL BE BLOCKED, OR HAVE EDGES SUPPORTED BY PLYCLIPS.

5. SHEAR WALL SHEATHING SHALL BE PLYWOOD OR OSB PANELS CONFORMING TO THE

REQUIREMENTS FOR ITS TYPE SPECIFIED IN DOC PS1 OR PS2.

6. SHEAR WALL SHEATHING SHALL BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY

AND BE BLOCKED AT ALL PANEL EDGES. SHEET SIZES SHALL BE 4'X8' UNLESS AT

BOUNDARIES OR FRAMING CHANGES. REFERENCE PLANS FOR ADDITIONAL

REQUIREMENTS.

NAILING AND FASTENERS:

1. ALL FRAMING NAILS SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE DRAWINGS

AND CONFORM TO THE "STANDARD SPECIFICATION OF DRIVEN FASTENERS: NAILS,

SPIKES, AND STAPLES" (ASTM F1667) AND "POWER-DRIVEN STAPLES AND NAILS FOR

USE IN ALL TYPES OF BUILDING CONSTRUCTION" (NER 272).

2. NAILING NOT SHOWN SHALL BE AS INDICATED ON IBC TABLE 2304.9.1, OR NER-272.

3. NAILS SHALL BE IDENTIFIED BY LABELS ATTACHED TO THEIR CONTAINERS, THAT SHOW

THE MANUFACTURER'S NAME, NAIL SHANK DIAMETER, AND LENGTH.

4. NAIL SIZES SHALL BE AS FOLLOWS:

FRAMING NAILS

NAIL TYPE SHANK DIAMETER (IN)

MINIMUM PENETRATION

INTO FRAMING MEMBER

(IN)6d 0.113 1.25

8d 0.131 1.50

10d 0.148 1.625

12d 0.148 1.625

16d 0.148 1.625

5. UNLESS OTHERWISE NOTED ON PLANS, PLYWOOD SHEATHING SHALL BE ATTACHED TO

THE FRAMING SUPPORTS AS FOLLOWS:

SHEATHING NAILING

USE PANEL EDGES

INTERMEDIATE FRAMING

MEMBERS

ROOF SHEATHING 0.131" DIA AT 6" OC 0.131" DIA @ 12" OC

WALL SHEATHING 0.131" DIA AT 6" OC 0.131" DIA @ 12" OC

NOTES

:A. ALL NAILS SHALL BE COMMON NAILS EXCEPT RING SHANKS SHALL BE USED FOR

FASTENING ROOF SHEATHING.

6. BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1-1981. ALL

BOLTS AND LAG SCREWS SHALL BE INSTALLED WITH STANDARD CUT WASHERS. ALL

A307 BOLTS SHALL HAVE CUT THREADS.

7. PRE-DRILL HOLES FOR LAG BOLTS. SOAP THREADS OF LAGS IMMEDIATELY PRIOR TO

INSTALLATION.

8. JOIST HANGERS, HOLDOWNS, AND OTHER FRAMING ACESSORIES SHALL BE

MANUFACTURED BY SIMPSON STRONG TIE (OR AN APPROVED EQUAL) AND BE OF THE

SIZE AND TYPE SHOWN ON THE DRAWINGS. HARDWARE FASTENERS SHALL BE

INSTALLED IN STRICT CONFORMANCE TO THE MANUFACTURER'S REQUIREMENTS. ANY

PRODUCT SUBSTITUTIONS TO SIMPSON SHALL MEET OR EXCEED SIMPSON'S

PUBLISHED DESIGN CAPACITIES AND MUST HAVE A CURRENT ICC EVALUATION REPORT

FOR THE APPLICABLE CODES.

9. HANGERS NOT SHOWN SHALL BE SIMPSON U-TYPE, OR B-TYPE OF THE SIZE

RECOMMENDED FOR THE SPECIFIC FRAMING MEMBER SHOWN ON PLAN.

10. FASTENERS IN CONTACT WITH PRESERVATIVE TREATED, OR FIRE TREATED WOOD

SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM B695, CLASS 55

MINIMUM.

11. ALL SILL PLATES AND LEDGERS SHALL BE ANCHORED WITH A MINIMUM OF THREE

FASTENERS PER PIECE.

ANCHOR BOLTS:

1. ANCHOR BOLTS FROM SILL PLATES TO FOUNDATION SHALL BE GALVANIZED.

2. ALL ANCHOR BOLTS SHALL HAVE A GALVANIZED PLATE WASHER BETWEEN THE SILL PLATE

AND NUT.

3. ANCHOR BOLTS SHALL BE PLACED SO THAT PLATE WASHER IS NO MORE THAN 1/2" FROM

THE SHEATHED FACE OF THE SHEARWALL WHERE SHEATHING IS APPLIED TO BOTH SIDES

OF SHEARWALL, ALTERNATE ANCHOR BOLTS.

4. ANCHOR BOLTS SHALL BE LOCATED IN THE FORMS AND TIED SUFFICIENTLY TO PREVENT

DISPLACEMENT DURING CONCRETE PLACEMENT. DO NOT HAND SET OR WET SET.

5. ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 36 STEEL.

STRUCTURAL ABBREVIATIONS:

AB ANCHOR BOLT

ACI American Concrete Institute

ALUM ALUMINUM

ARCH ARCHITECTURAL

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BSMT BASEMENT

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

DBA DEFORMED BAR ANCHOR

DEFL DEFLECTION

DET DETAIL

DIA DIAMETER

DWG DRAWING

(E) EXISTING

EQ EQUAL

EOR ENGINEER OF RECORD

EXIST EXISTING

FDN FOUNDATION

FOC FACE OF CONCRETE

FRP FIBERGLASS REINFORCED PANEL

FRT FIRE RETARDANT TREATED

FT FOOT, FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GFRC GLASS FIBER REINFORCED CONCRETE

GL GLUE-LAMINATED

GR GRADE

GYP GYPSUM

HORIZ HORIZONTAL

HT HEIGHT

ICF INSULATED CONCRETE FORMS

IN INCH

INSUL INSULATION

INT INTERIOR

JST JOIST

LF LINEAL FEET, LINEAR FOOTAGE

MAX MAXIMUM

MB MACHINE BOLT

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTL METAL

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OPP OPPOSITE, OPPOSITE HAND

P/L PROPERTY LINE

PC PRECAST

PERF PERFORATED

PL PLATE

PSI POUNDS PER SQUARE INCH

PT PRESERVATIVE TREATED,

POST-TENSIONED

REF REFERENCE

REINF REINFORCED, REINFORING

REQ REQUIREMENTS, REQUIRED

RO ROUGH OPENING

SCHED SCHEDULE

SHTH SHEATHING

SF SQUARE FOOT

SIM SIMILAR

SOG SLAB ON GRADE

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

THK THICK

TOC TOP OF CURB

TOW TOP OF WALL

TU TILT-UP

TYP TYPICAL

UNO UNLESS NOTED

OTHERWISE

VERT VERTICAL

W/ WITH

W/O WITHOUT

WD WOOD

WT WEIGHT

WWF WELDED WIRE FABRIC

BLK BLOCK

CONSTR CONSTRUCTION

CTR CENTER

DBL DOUBLE

DEMO DEMOLITION

DKG DECKING

DIM DIMENSION

EA EACH

EF EACH FACE

ELEV ELEVATOR

EXP EXPANSION

FUT FUTURE

IBC INTERNATIONAL BUILDING CODE

JT JOINT, JOINTS

LIN FT LINEAL FEET

MAINT MAINTENANCE

OD OUTSIDE DIAMETER

OPNG OPENING

PWD PLYWOOD

REHAB REHABILITATION

SHT SHEET

SQ SQUARE

SS STAINLESS STEEL

STOR STORAGE

SYM SYMMETRICAL

TOPL TOP OF PLATE

TOPV TOP OF PAVEMENT

YD YARD

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

SHEET

PMIS/PKG NO.

DRAWING NO.

D R

A W

IN

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GENERAL STRUCTURAL

NOTES

GENERAL STRUCTURAL NOTES:

177797

04/25/2024 OF 4121

FOUNDATION LEGEND:

- INDICATES DESIGNATED SHEAR WALL W/15/32"

PLYWOOD SHEATHING APPLIED TO INSIDE FACE

OF STUD. REFERENCE SHEAR WALL SCHEDULE

HOLDOWNS, WILL OCCUR AT ENDS OF EACH

SHEAR WALL SEGMENT.

TYPE A: SIMPSON HDU2

TYPE B: SIMPSON HDU2

TYPE C: SIMPSON HDU5

FOUNDATION PLAN NOTES:

1. EXISTING FOUNDATION DETAILS SHOWN ABOVE WERE

TAKEN FROM ORIGINAL AS-CONSTRUCTED DRAWINGS

DATED MAY 15, 1958.

2. ALL NEW FOOTINGS AND SLAB-ON-GRADE SHALL BE

FOUNDED ON A WELL COMPACTED 4" LAYER OF 3/4"-

MINUS CRUSHED ROCK SUBGRADE.

3. ALL NEW WINDOW HEADERS SHALL BE (2) 2x8 DF No. 2.

UNLESS NOTED OTHERWISE. PROVIDE AT LEAST ONE

TRIMMER AND ONE FULL HEIGHT KING STUD AT EACH

SIDE OF EACH OPENING.

4. PROVIDE HOT DIPPED GALVANIZED NAILS AND SIMPSON

HARDWARE WHERE IN CONTACT WITH ANY

PRESERVATIVE TREATED MEMBERS.

5. FRAMING MEMBERS SHALL NOT BE CUT, NOTCHED, OR

DRILLED WITHOUT APPROVAL OF THE CONTRACTING

OFFICER.

1 1052 3 4 6 7 8 9

A

C

B

(E ) 4 x6

W O O D P

O

ST

13' - 4" 10' - 8" 10' - 8" 13' - 4" 10' - 8" 13' - 4" 10' - 8" 10' - 8" 13' - 4"

106' - 8"

(N ) 4 x6

W O O D P

O

ST

(N ) 4 x6

W O O D P

O

ST

(E ) 4 x6

W O O D P

O

ST

.1.1

D

S1.1

_ B

S1.3

A

S1.1

S1.3

(E) 4" CONC SLAB ON GRADE

A

S1.1

A

C

3' - 0"

(N) CONC

FOOTING, TYP

B

S1.1

A

S1.1

D

S1.1

A

S1.3

BA

A

S1.1

A A A

3' - 0"

S1.3

B

S1.1

S1.3

S1.3

_5

S1.3

S1.3

S1.3

S1.3

S1.3

A

S1.1

_ 4

S1.3

S1.3

S1.3

S1.3

S1.3

_ 5

S1.3

S1.3

_ 5

S1.3

_ B

S1.1

_ B

S1.1

S1.3

C

S1.1

C

S1.1

(E) CONC

SLAB ON GRADE

(CENTER STRIP W/

ADD'L REINF)

(E) CONC

SLAB ON GRADE(E) STUD WALL

(E) CONC

FOUNDATION

(E) CONC

SLAB ON GRADE

(E) CONC

FOUNDATION

(E) STUD WALL

(E) CONC

SLAB ON GRADE

(E) CONC

WALKWAY

(E) CONC

FOUNDATION

(E) STUD WALL

(E) CONC

SLAB ON GRADE

(E) CONC

GRADE BEAM

WOOD SHEAR WALL SCHEDULE

WALL

TYPE

APA RATED WOOD

STRUCTURAL

PANEL SHEATHING

PANEL

EDGE NAILING

PT SILL PLATE CONNECTION

TO FOUNDATION

FRAMING THICKNESS AT

ADJOINING PANEL EDGES

A 2x SILL PLATE WITH

5/8" DIA ANCHOR ROD @ 48" OC

2x

B 3x

C 15/32"

0.148" DIA

@ 3" OC

3x

NOTES:

1 ANCHOR RODS SHALL BE GALVANIZED ASTM F1554 GRADE 36 AND SHALL HAVE A ¼”x3”x3” GALVANIZED PLATE WASHER BETWEEN

THE SILL PLATE AND THE NUT.

2 PROVIDE GALVANIZED NAILS INTO ALL PRESERVATIVE TREATED MEMBERS.

3 ALL SHEAR WALL PANEL NAILS SHALL HAVE A MINIMUM 1-1/2” PENETRATION INTO EACH CONNECTING FRAMING MEMBER.

4 NAIL HEADS SHALL BE DRIVEN FLUSH WITH THE FACE OF PANEL. OVERDRIVEN OR UNDERDRIVEN NAILS ARE NOT ACCEPTABLE.

5 NAILS SHALL BE LOCATED AT LEAST 3/8" FROM PANEL EDGES.

6 PENETRATIONS IN THE WALL SHEATHING GREATER THAN 4” IN DIMENSION (ANY DIRECTION) ARE NOT ACCEPTABLE UNLESS SPECIFICALLY APPROVED BY THE ENGINEER OF RECORD. PENETRATIONS LESS THAN 4” IN DIMENSION SHALL BE BLOCKED

ABOVE AND BELOW (STUD-TO-STUD) AND EDGE NAILED.

15/32"

0.148" DIA

@ 4" OC

15/32"

0.148" DIA

@ 6" OC

2x SILL PLATE WITH

5/8" DIA ANCHOR ROD @ 48" OC

2x SILL PLATE WITH

5/8" DIA ANCHOR ROD @ 48" OC

4 0 4 8

SCALE OF FEET

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

SHEET

PMIS/PKG NO.

DRAWING NO.

D R

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KALALOCH APARTMENTS

FOUNDATION PLAN

KEYED NOTES

1 INDICATES WALL INFILL OF DF-L No. 2 2x4 STUDS AT 16" OC.

WALL STUDS EXTEND FROM (N) PT 3x4 SILL PLATE TO

UNDERSIDE OF (E) HEADER. SILL PLATE ATTACHED TO (E)

FOUNDATION W/ MIN (2) 5/8" DIA EPOXY ANCHORS

EMBEDDED 4"

1/4" = 1'-0"1

FOUNDATION PLAN

1" = 1'-0"A

(E) FOUNDATION DETAIL

1" =…