Attachment B Drawings~18.pdf

N

A101

A101

A101

PROJECT NORTH

TRUE NORTH

A1

VIEW TITLE

SCALE

DRAWING TITLE

BUILDING SECTION

WALL SECTION

ELEVATION

A-1011

R e f

1 Ref

R e f

1 Ref

INTERIOR ELEVATION

DOOR NUMBER

0 GRID LINES

Room name

ROOM NAME

ROOM NUMBER

XXXX-X WALL TAG

SPOT ELEVATION

WINDOW TYPE1t

REVISION1

WINDOW

POCKET DOOR

1t EQUIPMENT TAG

DATA OUTLET

POWER OUTLET

ARCHITECTURAL SYMBOLS

ABBREVIATIONS

ALUM ALUMINUM

B.O. BOTTOM OF

CF/CI CONTRATOR FURNISHED/

CONTRACTOR INSTALLED

CIP CAST-IN-PLACE

CJ CONSTRUCTION JOIN or

CONTROL JOINT

CL CENTER LINE

CLR CLEAR

CONC CONCRETE

CT(-#) CERAMIC TILE

DEMO DEMOLITION

DEPT DEPARTMENT

DIA DIAMETER

DIM DIMENSION

DN DOWN

E EAST

(E) or EXIST EXISTING

ELEC ELECTRICAL

F.O. FACE OF

GWB GYPSUM WALL BOARD

HVAC HEATING, VENTILATION, AIR CONDITIONING

MISC MISCELLANEOUS

MW MICROWAVE

N NORTH

NIC NOT IN CONTRACT

OC or O/C ON CENTER

OF/CI OWNER FURNISHED/

CONTRACTOR INSTALLED

OF/OI OWNER FURNISHED/

OWNER INSTALLED

OPP OPPOSITE

PLYWD PLYWOOD

PNT(-#) PAINT

PT(-#) PORCELAIN TILE

R RADIUS or RISER

REBAR REINFORCING STEEL BARS

REF REFER TO, REFERENCE, REFRIGERATOR

REQD REQUIRED

REV REVISION

RO ROUGH OPENING

ROW RIGHT OF WAY

S SOUTH

SAM SELF-ADHERING MEMBRANE

SF SQUARE FOOT (FEET)

SG SAFETY GLAZING

SIM SIMILAR

SPEC(S) SPECIFICATION(S)

STRUCT STRUCTURE, STRUCTURAL

T TREAD

T&G TONGUE AND GROOVE

TA-(#) TOILET ACCESSORY

T.O. TOP OF

UNO UNLESS NOTED OTHERWISE

VFY VERIFY

VIF VERIFY IN FIELD

W WEST or WIDTH

W/ WITH

W/O WITHOUT

WDB(-#) WOOD BASE

WRB(-#) WEATHER RESISTANT BARRIER

LOT 3

81.58 AC.

38.87 AC.

16.64 AC.

21.21 AC.

B- 1804 N89° 58'16"E 1579.03'

N 1/4

1" = 400'

.5

LOT PLAN

10' - 0"

(E) HOUSE

PROPOSED ADDITION

24' - 1"

(E) SHED

(E) SEPTIC

FIELD

(E) SEPTIC FIELD

REPAIR AREA

(E) SEPTIC FIELD

REPAIR AREA

(E) GRAVEL DRIVE

(E) ASPHALT

PARKING

(E) COVERED

OUTDOOR SPACE

PROPOSED ACCESSIBLE

WALKWAY (ALT. NO. 2)

5' - 0"

LINE OF WALL BELOW

(E) TEMP.

STRUCTURE

1" = 20'

S

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PORTLAND, OREGON

TROY A.

AINSWORTH

APPROVED:

DRAWN:

DATE:

PROJECT NO.

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MARK DATE DESCRIPTION

520 SW Yamhill Suite 900 Portland OR 97204 Phone: 503.222.1661 www.ffadesign.com

FFA Architecture and Interiors, Inc.

G-100

PERMIT SET

SITKA SEDGE

RESIDENCE

RENOVATION

CAPE LOOKOUT

STATE PARK

27345 Sandlake Rd.

Cloverdale, OR 97112

COVER SHEET

PROJECT

INFORMATION

OREGON PARKS AND

RECREATION

DEPARTMENT

Approver

Author

06-09-23

081522

OREGON PARKS AND RECREATION DEPARTMENT

CAPE LOOKOUT PARK MANAGER'S

RESIDENCE RENOVATION

27345 SANDLAKE RD, CLOVERDALE, OR 97112

VICINITY MAP

PROJECT TEAM

SHEET LISTCODE SUMMARY

SITE PLAN

OWNER

OREGON PARKS AND RECREATION DEPT

CAPE LOOKOUT STATE PARK

13000 WHISKEY CREEK RD

TILLAMOOK, OR 97141

PHONE: 800.551.6949

CONTACT: JASON ELKINS

EMAIL: JASON.ELKINS@OPRD.OREGON.GOV

ARCHITECT

FFA ARCHITECTURE + INTERIORS

520 SW YAMHILL, SUITE 900

PORTLAND, OR 97204

PHONE: 503.222.1661

CONTACT: CHRISTINE RUMI

EMAIL: CRUMI@FFADESIGN.COM

STRUCTURAL ENGINEER

KPFF

111 SW FIFTH AVE, SUITE 2500

PORTLAND, OR 97204

PHONE: 503.227.3251

CONTACT: RYAN GUAY

EMAIL: RYAN.GUAY@KPFF.COM

PROJECT DESCRIPTION:

1 LEVEL 500 SF ADDITION AND INTERIOR RENOVATION TO EXISTING SF WOOD

FRAMED, SINGLE FAMILY HOUSE. ADDITION INCLUDES A BEDROOM,

BATHROOM, LAUNDRY ROOM, AND FAMILY ROOM.

RENOVATION INCLUDES KITCHEN AND BATHROOM REMODEL AND

RECONSTRUCTION OF STAIR TO ATTIC BEDROOMS. BIDDER-DESIGNED WORK

WILL INCLUDE PLUMBING (INCLUDING MODIFICATIONS TO THE EXISTING

SEPTIC SYSTEM, IF REQUIRED), HVAC SYSTEM, AND ELECTRICAL

DISTRIBUTION TO ADDED AND RENOVATED AREAS FROM EXISTING HOUSE

PANEL TO REMAIN.

THE HOUSE IS ON EXISTING SEPTIC SYSTEM, PREVIOUSLY PERMITTED

THROUGH THE COUNTY.

ZONING: SFW-20 (SMALL FARM WOODLOT-20)

EXISTING CONDITIONS:

LOT AREA: LOT 3 - 45.8 ACRES

TAX ACCOUNT #: 213664

TAX MAP #: 4S10060000300

EXISTING BUILDING: 968 SF

EXISTING POLE BARN: 320 SF

EXISTING SHED: 192 SF

PROPOSED ADDITION: 500 SF

TOTAL BUILDING AREA: 1,980 SF

APPLICABLE CODES:

2021 OREGON RESIDENTIAL SPECIALTY CODE

ENERGY CODE:

TABLE N1101.1(1) PRESCRIPTIVE ENVELOPE REQUIREMENTS

WALL INSULATION ABOVE GRADE: R-21

UNDERFLOOR: R 30

VAULTED CEILINGS - RAFTERS: R-30

WINDOWS U-0.27

EXTERIOR DOORS WITH >2.5 SF GLAZING : U-0.40

TABLE N1101.2 EXISTING BUILDING COMPONENT REQUIREMENTS

NOT REQUIRED DUE TO NO ALTERATIONS TO EXISTING ENVELOPE

COMPONENTS

TABLE N1101.3 SMALL ADDITION ADDITIONAL MEASURES

5. SEAL AND PERFORMANCE TEST THE DUCT SYSTEM

27345 SANDLAKE RD

CLOVERDALE, OR 97112

U S

SANDLAKE RD

S A

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L A

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REAR SETBACK

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B A

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GENERAL

COVER SHEET PROJECT

INFORMATION

G-100

STRUCTURAL

ARCHITECTURAL

FLOOR PLANS A-101

BUILDING ELEVATIONS A-200

BUILDING SECTIONS A-300

WALL SECTIONS A-350

FIRST FLOOR ENLARGED PLAN A-401

ENLARGED STAIRWAY A-402

FIRST FLOOR ENLARGED RCP A-410

EXTERIOR DETAILS A-500

EXTERIOR DETAILS A-501

INTERIOR ELEVATIONS A-600

INTERIOR ELEVATIONS A-601

INTERIOR DETAILS A-650

INTERIOR DETAILS A-651

ASSEMBLY TYPES A-701

DOOR SCHEDULES A-710

FINISH SCHEDULE A-801

DEMOLITION

DEMOLITION PLANS AD-101

DEMOLITION PLANS AD-102

DEMOLITION ROOF PLAN AD-103

DEMOLITION ELEVATIONS AD-200

DEMOLITION BUILDING SECTIONS AD-300

DEMOLITION INTERIOR ELEVATIONS AD-601

DEMOLITION INTERIOR ELEVATIONS AD-602

GENERAL NOTES

GENERAL NOTES

FOUNDATION PLAN

FIRST FLOOR FRAMING

ROOF FRAMING

CONCRETE DETAILS

WOOD DETAILS

WOOD DETAILS 2

S-002 S-100 S-200 S-300 S-500 S-700 S-701

S-001

GENERAL

STRUCTURAL DRAWINGS ARE A PART OF THE CONTRACT DOCUMENTS AND ARE COMPLEMENTARY TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS, THE SPECIFICATIONS AND OTHER CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THE CONTRACT DOCUMENTS INTO THEIR SHOP DRAWINGS AND WORK. AS REQUIRED BY THE GENERAL CONDITIONS, THE CONTRACTOR SHALL PROMPTLY REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES, OR OMISSIONS IN THE

CONTRACT DOCUMENTS DISCOVERED BY OR MADE KNOWN TO THE CONTRACTOR.

THE GENERAL STRUCTURAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. WHERE CONFLICT EXISTS, THE MORE STRINGENT OR

RESTRICTIVE REQUIREMENT SHALL GOVERN UNITL CLARIFICATION IS REQUESTED.

CODE REQUIREMENTS:

CONFORM TO THE 2022 OREGON STRUCTURAL SPECIALTY CODE (OSSC), BASED ON THE 2021 INTERNATIONAL

BUILDING CODE (IBC).

TEMPORARY CONDITIONS:

THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE

CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES UNTIL COMPLETION.

CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF

THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD.

EXCAVATIONS SHALL NOT REDUCE THE VERTICAL OR LATERAL SUPPORT FOR ANY FOUNDATION OF THIS PROJECT OR ANY ADJACENT STRUCTURE WITHOUT FIRST UNDERPINNING OR PROTECTING THE FOUNDATION AGAINST

DETRIMENTAL LATERAL AND/OR VERTICAL MOVEMENT.

EXISTING CONDITIONS:

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.

ASSUMED FUTURE CONSTRUCTION:

VERTICAL: NONE

HORIZONTAL: NONE

DESIGN CRITERIA

DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE OSSC. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND ALLOWABLES WERE USED FOR DESIGN, WITH LIVE LOADS (L.L.) REDUCED PER OSSC:

GRAVITY SYSTEM CRITERIA

OCCUPANCY OR USE UNIFORM LOAD CONCENTRATED LOAD

RESIDENTIAL 40 PSF L.L. -

ROOF LIVE/SNOW LOAD 25 PSF L.L. (ALSO SEE SNOW LOAD CRITERIA BELOW)

VERTICAL FLOOR DEFLECTION

(INTERIOR)

L/360 LIVE LOAD PER OSSC TABLE 1604.3

GRAVITY LOADING NOTES:

1. LIVE LOADS REDUCED PER OSSC.

2. MEMBERS DESIGNED FOR MORE

CRITICAL OF UNIFORM OR

CONCENTRATED LOAD.

SNOW CRITERIA

DESIGN ROOF SNOW LOAD 25 PSF MINIMUM IN ACCORDANCE WITH OSSC

SNOW DRIFT PER OSSC AS SHOWN ON PLANS

GROUND SNOW LOAD

Pg= 3 PSF

IN ACCORDANCE WITH: snowload.seao.org

FLAT ROOF SNOW LOAD Pf = 4 PSF

SNOW EXPOSURE FACTOR Ce = 1.0

SNOW LOAD IMPORTANCE FACTOR Is = 1.0

THERMAL FACTOR Ct = 1.0

GEOTECHNICAL CRITERIA

DESIGN BASED ON REPORT BY: GRI, DATED MAY 8, 2023

ALLOWABLE SOIL PRESSURE:

ON GRANULAR PADS TO BEDROCK 1,500 PSF

SHORT TERM LOADING 1/3 INCREASE

WIND CRITERIA

RISK CATEGORY II

BASIC WIND SPEED VULT = 135 MPH (3-SECOND GUST) VASD = 105 MPH (3-SECOND GUST)

EXPOSURE CATEGORY C

GUST / INTERNAL PRESSURE GCpi = +/- 0.18

SEISMIC CRITERIA

RISK CATEGORY II

SEISMIC DESIGN CATEGORY D

SITE CLASS D

SEISMIC IMPORTANCE FACTOR IE = 1.0

MAPPED SPECTRAL ACCELERATION

PARAMETERS

Sms = 1.54 Sm1 = 1.14

DESIGN SPECTRAL RESPONSE

ACCELERATION PARAMETERS

SDS = 1.024 SD1 = 0.76

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

X DIRECTION (EAST / WEST) Y DIRECTION (NORTH / SOUTH)

SEISMIC FORCE RESISTING SYSTEM

(SFRS)

LIGHT FRAMED WOOD SHEAR WALLS LIGHT FRAMED WOOD SHEAR WALLS

RESPONSE MODIFICATION FACTOR R = 6 1/2 R = 6 1/2

SEISMIC RESPONSE COEFFICIENT Cs = 0.157 Cs = 0.157

DESIGN BASE SHEAR 13 KIPS 13 KIPS

REDUNDANCY FACTOR rho = 1.0 rho = 1.0

DESIGN INELASTIC STORY DRIFT Δ = 1.00" Δ = 1.00"

STRUCTURAL OBSERVATIONS

THE STRUCTURAL ENGINEER OF RECORD (SEOR) WILL PERFORM STRUCTURAL OBSERVATIONS BASED ON THE REQUIREMENTS OF THE OSSC AT THE STAGES OF CONSTRUCTION LISTED BELOW. CONTRACTOR SHALL PROVIDE SUFFICIENT ADVANCED NOTICE AND ACCESS FOR THE SEOR TO PERFORM THESE OBSERVATIONS.

ITEM COMMENTS

PRIOR TO FIRST CONCRETE POUR AFTER REBAR PLACEMENT

AS REQUIRED TO ADDRESS STRUCTURAL ISSUES

A FIELD REPORT WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOLLOWING EACH SITE VISIT.

STRUCTURAL

OBSERVATION IS FOR THE GENERAL CONFORMANCE OF THE STRUCTURAL DRAWINGS AND DOES NOT ALLEVIATE ANY

SPECIAL INSPECTION REQUIREMENTS.

SUBMITTALS

SUBMIT SHOP DRAWINGS AND OTHER SUBMITTALS TO THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION AND CONSTRUCTION OF STRUCTURAL ITEMS. IF THE SUBMITTALS DIFFER FROM OR ADD TO THE STRUCTURAL CONTRACT DOCUMENTS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF OREGON.

ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ARE SUBJECT TO REVIEW AND

ACCEPTANCE BY THE SEOR.

FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM OR ADD TO THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF OREGON AND SHALL BE

SUBMITTED TO THE ARCHITECT PRIOR TO CONSTRUCTION.

THE USE OF REPRODUCTIONS OR PHOTOCOPIES OF THE CONTRACT DRAWINGS SHALL NOT BE PERMITTED. WHEN CAD OR REVIT FILES ARE PROVIDED TO THE CONTRACTOR OR SUBCONTRACTORS, IT IS THE RESPONSIBILITY OF THE CONTRACTOR/SUBCONTRACTOR TO REMOVE ALL INFORMATION NOT DIRECTLY RELEVANT TO THE SCOPE OF THE SUBMITTAL AS

WELL AS ALL REFERENCES TO OUTSIDE SOURCE FILES.

DELEGATED DESIGN SUBMITTALS SHALL INCLUDE DESIGN DRAWINGS AND CALCULATIONS FOR ITEMS THAT ARE DESIGNED BY OTHERS. DELEGATED DESIGN SUBMITTALS SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF OREGON ON EVERY DRAWING SHEET AND ON THE CALCULATION COVER SHEET, AND SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION. CALCULATIONS AND DETAILS SHALL BE INCLUDED FOR ALL CONNECTIONS TO THE STRUCTURE, CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS. DESIGN SHALL BE BASED

ON THE REQUIREMENTS OF THE OSSC AND AS NOTED UNDER "DESIGN CRITERIA".

SUBMITTALS AND DELEGATED DESIGN SUBMITTALS SHALL INCLUDE THE FOLLOWING:

ITEM SUBMITTAL

DELEGATED

DESIGN

SUBMITTAL

COMMENTS

CONCRETE MIX DESIGNS X

CONCRETE REINFORCEMENT X

TABLE NOTES:

1. THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE SAFETY EQUIPMENT AND ASSOCIATED DISTRIBUTION SYSTEMS WITH THE STRUCTURE. CONNECTIONS TO STRUCTURE AND PROVISIONS FOR SEISMIC MOVEMENTS SHALL CONFORM TO ASCE 7-16 CHAPTER 13, BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF OREGON, AND SHALL BE SUBMITTED TO THE ARCHITECT AND SEOR PRIOR TO FABRICATION.

FOR RISK CATEGORY III AND IV BUILDINGS, THE SYSTEMS ENGINEER SHALL SPECIFY THE REQUIREMENTS FOR EQUIPMENT SEISMIC CERTIFICATION IN THE DEFERRED SUBMITTAL IN ACCORDANCE WITH OSSC SECTION 1705.13.4 AND ASCE 7-16

SECTION 13.2.2.

2. CONTRACTOR SHALL ENGAGE A PROFESSIONAL ENGINEER TO PREPARE AN ASSESSMENT OF ANY EXCAVATIONS THAT MAY REDUCE THE VERTICAL OR LATERAL SUPPORT OF AN EXISTING FOUNDATION AS REQUIRED BY OSSC SECTION 1803.5.7.

THE ASSESSMENT SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND SHALL INCLUDE DETAILS AND SEQUENCING

FOR CONSTRUCTION OF ANY UNDERPINNING OR BRACING THAT IS REQUIRED.

3. CONTRACTOR SHALL COORDINATE AND SHOW ALL REQUIRED PENETRATIONS, WITH DIMENSIONS FOR MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, TECHNOLOGY AND OTHER SERVICES ON A SINGLE DRAWING FOR REVIEW AT

EACH SLAB/DECK, STRUCTURAL WALL AND/OR BEAM.

CONCRETE MIX DESIGNS

CONCRETE WORK SHALL CONFORM TO CHAPTER 19 OF THE OSSC. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD CYLINDER TESTS PER ASTM C39. CONCRETE MIX TO BE DESIGNED AND PROPORTIONED BY THE CONTRACTOR IN ACCORDANCE WITH ACI 318-19 CHAPTER 26, ACI

301-16 SECTION 4 AND THE FOLLOWING INFORMATION:

MIX

TYPE

USE

f'c

(PSI)

TEST

AGE

(DAYS)

MAX.

W/CM

RATIO

MAX.

AGG.

SIZE

EXPOSURE CLASS

E SPREAD FOOTINGS 4,000 28 1" F0 S0 W0 C0

TABLE NOTES:

1. REF. ACI 318-19 TABLE 19.3.2.1 FOR ADDITIONAL MIX REQUIREMENTS SPECIFIC TO EXPOSURE CLASS.

2. ALL CONCRETE MIXES TO BE NORMAL WEIGHT CONCRETE, U.N.O.

3. EXPOSURE CATEGORY "F" APPLIES TO LEVEL OF FREEZE THAW EXPOSURE.

4. EXPOSURE CATEGORY "S" APPLIES TO LEVEL OF SULFATE EXPOSURE.

5. EXPOSURE CATEGORY "W" APPLIES TO REQUIRED LEVEL OF PERMEABILITY.

6. EXPOSURE CATEGORY "C" APPLIES TO CORROSIVE LOCATIONS - INCLUDING SURROUNDING ENVIRONMENT (SUCH AS MARINE

ENVIRONMENT) AND CORROSIVE SOILS.

7. ESTABLISH WATER-CEMENTITIOUS MATERIAL RATIO PER ACI 301-16 SECTION 4.

8. VERIFY WATER-CEMENTITIOUS MATERIAL RATIO WITH FLOOR COVERING MANUFACTURER FOR CONCRETE FLOORS WITH MOISTURE

SENSITIVE FLOOR COVERINGS.

9. REFERENCE SLABS EXPOSED TO VIEW GENERAL NOTES FOR ADDITIONAL MIX REQUIREMENTS.

PORTLAND CEMENT CONTENT MAY BE REPLACED WITH FLY ASH CONFORMING TO ASTM C618 (INCLUDING TABLE 2A) TYPE F OR TYPE C, SLAG CEMENT CONFORMING TO ASTM C989, AND SILICA FUME CONFORMING TO ASTM C1240 PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED

BY TEST DATA.

FOR MIX DESIGNS WITH f'c = 5,000 PSI OR LESS, SLAG CEMENT MAY BE SUBSTITUTED FOR FLY ASH AT A 1:1 RATIO WITHOUT TEST DATA. WHEN SLAG CEMENT IS SUBSTITUTED IN HIGHER STRENGTH MIXES OR AT A DIFFERENT RATIO, THE MIX STRENGTH MUST BE

SUBSTANTIATED BY TEST DATA.

N/A

APPROVED:

DRAWN:

DATE:

PROJECT NO.

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MARK DATE DESCRIPTION

520 SW Yamhill Suite 900 Portland OR 97204 Phone: 503.222.1661 www.ffadesign.com

FFA Architecture and Interiors, Inc.

S-001

PERMIT SET

CAPE LOOKOUT

MANAGER

RESIDENCE

RENOVATION

27345 Sandlake Rd.

Cloverdale, OR 97112

GENERAL

NOTES

OREGON PARKS AND

RECREATION

DEPARTMENT

Approver

Author

8-30-2023

081522

S

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NNIF

YE

N 70651

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OREGON

EXPIRES

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DIGITALLY SIGNED

12/31/23

CONCRETE REINFORCING STEEL

CONCRETE REINFORCEMENT SHALL BE AS LISTED BELOW. ASTM A615 REINFORCEMENT MAY BE SUBSTITUTED FOR ASTM A706 REINFORCEMENT PROVIDED THAT THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED Fy BY MORE THAN 18,000 PSI AND THE RATIO OF ACTUAL TENSILE STRENGTH TO ACTUAL YIELD STRENGTH IS NOT LESS THAN 1.25 AND THE ELONGATION REQUIREMENTS OF ASTM A706 ARE MET PER ACI 318-19 SECTION 20.2.2.5. MILL TESTS CERTIFICATIONS FOR SUBSTITUTED BARS SHALL BE SUBMITTED TO THE SPECIAL INSPECTOR AND SEOR PRIOR TO PLACEMENT. ASTM A706 REINFORCEMENT MAY BE SUBSTITUTED FOR ASTM A615 REINFORCEMENT.

REINFORCING LOCATION MATERIAL GRADE

ALL USES U.N.O. ASTM A615 GRADE 60

ALL REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 ANNEALED IRON WIRE. BARS IN BEAMS AND SLABS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL OR PLASTIC CHAIRS, AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP-1. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI MNL-66 "ACI DETAILING MANUAL". SHOP DRAWINGS SHALL INCLUDE

ELEVATIONS OF ALL BEAMS, WALLS AND COLUMNS SHOWING BAR LOCATIONS.

REINFORCING BARS SHALL NOT BE BENT OR STRAIGHTENED IN THE FIELD WITHOUT APPROVAL OF THE SEOR. PREHEATING METHODS SHALL BE

SUBMITTED TO THE SEOR FOR APPROVAL PRIOR TO BENDING OF BARS #6 OR LARGER.

LAP ALL REINFORCING BARS PER THE TYPICAL LAP SPLICE LENGTH SCHEDULES, EXCEPT AS NOTED ON DRAWINGS. USE LAP LENGTH FOR SMALLER BAR WHEN SPLICING DIFFERENT BAR SIZES. BARS SPLICED WITH NONCONTACT LAPS SHALL BE SPACED NO FARTHER THAN 1/5TH THE LAP LENGTH OR 6 INCHES. MECHANICAL SPLICES NOTED ON THE PLANS SHALL BE DAYTON SUPERIOR BAR-LOCK OR TAPER-LOCK COUPLERS (UES

ER-319) OR APPROVED EQUAL WITH A CURRENT EVALUATION REPORT.

TYP. WALL AND SLAB LAP SPLICE LENGTH SCHEDULE (IN.) - 60 KSI

BAR

SIZE

WALL VERTICAL AND SLAB BOTTOM BARS WALL HORIZONTAL AND SLAB TOP BARS

4,000

PSI

4,000

PSI

#3 16 20

#4 26 34

#5 32 42

#6 38 50

#7 60 78

#8 74 98

#9 90 118

#10 108 142

#11 128 166

TYP. FOUNDATION AND MAT LAP SPLICE LENGTH SCHEDULE (IN.) - 60 KSI

BAR

SIZE

BOTTOM BARS TOP BARS

4,000 PSI 4,000 PSI

#3 14 20

#4 20 26

#5 24 32

#6 28 38

#7 42 54

#8 48 62

#9 54 70

#10 60 78

#11 70 90

TABLE NOTES:

1. SPLICE LENGTHS APPLY TO ASTM A615 OR ASTM A706 GRADE 60 DEFORMED REINFORCING BARS ONLY.

2. SPLICE LENGTHS ARE BASED ON THE CLEAR COVER AND MINIMUM BAR CLEAR SPACING INDICATED BELOW.

3. SPLICE LENGTHS APPLY TO NORMAL WEIGHT CONCRETE ONLY. MULTIPLY TABLE VALUES BY 1.3 FOR LIGHT-WEIGHT CONCRETE.

4. COMBINATIONS OF EFFECTS DUE TO CONCRETE STRENGTH, CONCRETE WEIGHT, AND EPOXY COATING ARE CUMULATIVE.

5. SLAB, FOUNDATION AND MAT TOP BARS ARE BARS CAST ABOVE MORE THAN 12" OF FRESH CONCRETE. ALL OTHER SLAB BARS MAY BE

CONSIDERED BOTTOM BARS.

REINFORCING STEEL SHALL HAVE PROTECTION AND SPACING AS FOLLOWS:

CONCRETE COVER

USE CLEAR COVER MIN. CLEAR SPACING

CONCRETE EXPOSED TO EARTH OR WEATHER

1-1/2" (#5 AND SMALLER)

2" (#6

AND LARGER)

2db OR 1"

CONCRETE CAST AGAINST AND EXPOSED TO EARTH 3" 3db OR 1"

SAWN LUMBER

SAWN LUMBER SHALL CONFORM TO THE REQUIREMENTS AS INDICATED IN THE CURRENTLY ACCEPTED NATIONAL DESIGN SPECIFICATION (NDS) DESIGN VALUES FOR WOOD CONSTRUCTION AND CONFORMING TO THE WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. LUMBER SHALL BE THE SPECIES, GRADE, AND MOISTURE CONTENT NOTED BELOW, U.N.O.:

USE SPECIES AND GRADE MOISTURE CONTENT

LUMBER 2" TO 4" THICK x 5" OR WIDER

(JOISTS/RAFTERS)

DOUGLAS FIR-LARCH NO. 2 & BTR MC 15, KD

LUMBER 2" TO 3" THICK x 4" TO 6" WIDE

(STUDS)

DOUGLAS FIR-LARCH STUD S-DRY, MC 15, KD

LUMBER 5x5 AND GREATER (BEAMS) DOUGLAS FIR-LARCH NO. 1 MC 15, KD, S-DRY

LUMBER 5x5 AND GREATER (POSTS) DOUGLAS FIR-LARCH NO. 1 S-DRY

ALL LUMBER IN CONTACT WITH CONCRETE OR CMU SHALL BE PRESERVATIVE TREATED, UNLESS AN APPROVED MOISTURE

BARRIER IS PROVIDED.

CUTTING AND NOTCHING OF JOISTS AND STUDS SHALL CONFORM TO THE TYPICAL WOOD DETAILS PROVIDED OR OSSC

SECTIONS 2308.4.2.4, 2308.5.9 AND 2308.7.4 WHERE NO DETAILS ARE SPECIFIED.

SALVAGED LUMBER IS ACCEPTABLE PROVIDED IT IS GRADED BY AN APPROVED GRADING AGENCY PRIOR TO USE AND MEETS A MINIMUM ALLOWABLE BENDING STRESS (Fb) OF 1,000 PSI. CONTRACTOR TO SUBMIT A GRADING REPORT ON EACH

MEMBER TO THE ARCHITECT PRIOR TO INSTALLATION.

LUMBER FASTENERS AND ACCESSORIES

FRAMING ACCESSORIES INDICATED SHALL BE MANUFACTURED BY SIMPSON STRONG TIE (OR APPROVED EQUAL) AND OF THE SIZE AND TYPE SPECIFIED. ALL NAIL HOLES SHALL BE FILLED WITH STRUCTURAL FASTENERS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND FASTENERS SHALL BE INSTALLED FOLLOWING ALL MANUFACTURERS REQUIREMENTS.

ACCESSORIES SHALL BE GALVANIZED UNLESS INDICATED OTHERWISE. PROVIDE G90 COATING EXCEPT WHERE IN CONTACT WITH PRESERVATIVE OR FIRE RETARDANT TREATED WOOD IN WHICH CASE G185 SHALL BE PROVIDED. SUBMIT SUBSTITUTION REQUESTS TO ARCHITECT FOR APPROVAL OUTLINING THE FRAMING ACCESSORIES BEING REPLACED AND THE SUBSTITUTED FRAMING ACCESSORIES. ALLOWABLE LOADS FOR THE SPECIFIED ACCESSORIES SHALL BE TABULATED ALONG WITH THE ALLOWABLE LOADS FOR THE SUBSTITUTED ACCESSORIES. SUBSTITUTION REQUESTS WILL ONLY BE APPROVED WHERE SUBSTITUTED PRODUCTS ARE CLEARLY DOCUMENTED TO HAVE EQUAL OR GREATER CAPACITY IN ALL

DIRECTIONS.

ALL FRAMING NAILS SHALL BE THE SIZE AND QUANTITY INDICATED AND CONFORM TO ASTM F 1667, INCLUDING SUPPLEMENT 1, "STANDARD SPECIFICATION OF DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES" AND ICC-ES REPORT ESR-1539 "POWER-DRIVEN STAPLES AND NAILS". NAILS SHALL BE IDENTIFIED BY LABELS (ATTACHED TO THEIR CONTAINERS) THAT SHOW THE MANUFACTURER'S NAME AND ICC-ES REPORT NUMBER, NAIL SHANK DIAMETER AND LENGTH AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FRAMING. NAILING NOT SHOWN SHALL BE AS INDICATED IN OSSC TABLE 2304.10.2 OR ICC ESR-1539. THE FOLLOWING NAIL SIZES SHALL BE USED WITH THE NAIL LENGTH

DETERMINED BY MINIMUM PENETRATION INTO FRAMING MEMBER:

FRAMING NAILS

NAIL TYPE SHANK DIAMETER (IN.)

MINIMUM PENETRATION INTO

FRAMING MEMBER (IN.)

6d 0.113 1.125

8d 0.131 1.375

10d 0.148 1.5

12d 0.148 1.5

16d 0.148, 0.162 1.5, 1.625

BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1. ALL BOLTS AND LAG SCREWS SHALL BE

INSTALLED WITH STANDARD CUT WASHERS.

WOOD STRUCTURAL PANELS

THE TERM "WOOD STRUCTURAL PANEL" REFERS TO A WOOD-BASED PANEL PRODUCT BONDED WITH A WATERPROOF ADHESIVE INCLUDING BOTH PLYWOOD AND ORIENTED STRAND BOARD (OSB). WOOD STRUCTURAL PANELS SHALL CONFORM TO U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARDS PS1 OR PS2 FOR WOOD-BASED STRUCTURAL USE PANELS, OR APA PERFORMANCE STANDARD PRP-108 (ICC-ES ESR-2586). PANELS SHALL BE APA RATED SHEATHING OR APA RATED STURD-I-FLOOR, EXTERIOR OR EXPOSURE 1, OF THE THICKNESS AND SPAN

RATING SHOWN ON THE DRAWINGS. PANELS SHALL BE STAMPED WITH THE APA TRADEMARK.

WOOD STRUCTURAL PANEL INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8" SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWISE INDICATED OR RECOMMENDED BY THE PANEL

MANUFACTURER.

ALL ROOF SHEATHING AND FLOOR SHEATHING SHALL BE INSTALLED WITH FACE GRAIN OR STRENGTH AXIS PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED, TONGUE-AND-GROOVE, OR HAVE EDGES SUPPORTED BY PLYCLIPS. WHERE BLOCKING IS SPECIFICALLY INDICATED ON THE DRAWINGS, T&G EDGES OR PLYCLIPS MAY NOT BE SUBSTITUTED. SHEATHING SHALL BE UNBLOCKED, EXCEPT AS INDICATED ON DRAWINGS. FLOOR SHEATHING SHALL BE FIELD GLUED TO THE FRAMING USING ADHESIVES MEETING APA SPECIFICATION AFG-01 OR ASTM D3498. TONGUE AND GROOVE PANELS SHALL ALSO

BE GLUED AT THE T&G JOINT.

SHEAR WALL SHEATHING SHALL BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY AND BE BLOCKED WITH 2x FRAMING AT ALL PANEL EDGES. NAILING NOT SHOWN SHALL BE AS INDICATED IN OSSC TABLE 2304.10.2.

WOOD STRUCTURAL PANEL SHEAR WALLS

SHEAR WALL WOOD STRUCTURAL PANELS SHALL BE PLYWOOD OR OSB PANELS CONFORMING TO THE REQUIREMENTS FOR ITS TYPE SPECIFIED IN U.S. DOC PS1 OR PS2. SHEATHING SHALL BE APPLIED EITHER HORIZONTALLY OR VERTICALLY. SHEET SIZES SHALL BE 4x8 UNLESS AT BOUNDARIES OR FRAMING CHANGES.

NAIL HEADS SHALL BE DRIVEN FLUSH WITH SHEATHING. DO NOT PENETRATE SURFACE PLY WITH NAIL HEADS. IF NAIL HEADS ARE NOT FLUSH NOTIFY SEOR. CONTRACTOR IS RESPONSIBLE FOR ANY REPAIRS NECESSARY DUE TO

OVER-PENETRATION OF NAILS.

ALL SHEAR WALL PANEL SHEATHING EDGES SHALL BE BLOCKED. EDGE NAILS SHALL BE AT LEAST 3/8" FROM EDGES

AND ENDS OF PANELS. STAGGER NAILING ON EDGES.

APPROVED:

DRAWN:

DATE:

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MARK DATE DESCRIPTION

520 SW Yamhill Suite 900 Portland OR 97204 Phone: 503.222.1661 www.ffadesign.com

FFA Architecture and Interiors, Inc.

S-002

PERMIT SET

CAPE LOOKOUT

MANAGER

RESIDENCE

RENOVATION

27345 Sandlake Rd.

Cloverdale, OR 97112

GENERAL

NOTES 2

OREGON PARKS AND

RECREATION

DEPARTMENT

Approver

RG

8-30-2023

081522

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2' - 6"

CONC. PIER

CONC. PIER

2'-0" WIDE. x 10" DEEP CONT.

STRIP FOOTING AT BEARING

WALLS

2'-0" WIDE. x 10" DEEP CONT.

STRIP FOOTING AT BEARING

WALLS

OUTLINE OF EXISTING HOUSE

OUTLINE OF EXISTING HOUSE

TO REMAIN

8" WIDE CONC. STEM WALL

CENTERED ON TOP OF

FOOTING TYP.

2'-0" WIDE. x 10" DEEP CONT.

STRIP FOOTING AT BEARING

WALLS

8" WIDE CONC. STEM WALL

CENTERED ON TOP OF

FOOTING TYP.

8" WIDE CONC. STEM WALL

CENTERED ON TOP OF

FOOTING TYP.

S-500

TYP.

S-500

TYP.

S-500

TYP.

S-500

S-500

FRAMING PLAN NOTES

1. REF. ARCHITECTURAL DRAWINGS FOR ALL ITEMS NOT SHOWN IN

STRUCTURAL DRAWINGS. NOTIFY PROJECT MANAGER IF THERE ARE

DISCREPANCIES BETWEEN DRAWINGS

2. WHEN EXCAVATING FOR NEW FOUNDATIONS, VERIFY THAT

EXISTING FOUNDATIONS / FRAMING ARE NOT UNDERMINED.

3. FOOTINGS TO BE SUPPORTED ON FIRM UNDISTURBED NATIVE

SOIL OR GRANULAR PADS PER GEOTECHNICAL ENGINEERS

RECOMMENDATIONS

4. REF. SHEET S-500 FOR TYPICAL CONCRETE DETAILS

5. REF. 4/S-701 FOR LOCATION OF HOLDOWNS ON EITHER SIDE OF

OPENINGS

S-500

HOLDOWN AT

CORNER OF WALL

TYP. REF. 1/S-500

HOLDOWN AT END OF

WALL TYP. REF. 1/S-500,

AND EITHER SIDE OF

DOOR, REF. ARCH FOR

LOCATION

HOLDOWN AT END

OF WALL TYP. REF.

1/S-500

HOLDOWN AT

CORNER OF WALL

TYP. REF. 1/S-500

TYP.

1 2 3 4

A

B

C

24' - 1" 6' - 1" 17' - 11"

EXISTING HOUSE

PIERS / FRAMING TO REMAIN

APPROVED:

DRAWN:

DATE:

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MARK DATE DESCRIPTION

520 SW Yamhill Suite 900 Portland OR 97204 Phone: 503.222.1661 www.ffadesign.com

FFA Architecture and Interiors, Inc.

S-100

PERMIT SET

CAPE LOOKOUT

MANAGER

RESIDENCE

RENOVATION

27345 Sandlake Rd.

Cloverdale, OR 97112

FOUNDATION

PLAN

OREGON PARKS AND

RECREATION

DEPARTMENT

Approver

Author

8-30-2023

081522

1/2" = 1'-0"

FOUNDATION PLAN

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4x10

4x10

2' - 6" x

OUTLINE OF EXISTING HOUSE

OUTLINE OF EXISTING HOUSE

x

SPAN DIRECTION OF

3/4" T&G PLYWOOD

SHEATHING

CONC. PIER BELOW REF.

FOUNDATION PLAN

S-500

S-500 o .c

S-500

TYP.

S-500

TYP.

S-500

TYP.

o .c

PERIMETER BEARING /

SHEAR WALL SEE NOTES

TYP.

FRAMING PLAN NOTES

1. REF. ARCHITECTURAL DRAWINGS FOR ALL ITEMS NOT SHOWN IN

STRUCTURAL DRAWINGS. NOTIFY PROJECT MANAGER IF THERE ARE

DISCREPANCIES BETWEEN DRAWINGS

2. ALL NEW WALLS TO BE 2x6 FRAMING AT 16" o.c. MAX w/ 15/32" SHEATHING ON EXTERIOR OF PERIMETER WALLS w/ 10d NAILS AT 3" o.c. AT PERIMETER OF SHEATHING AND 12" o.c. IN FIELD

INTERIOR WALLS TO BE 2x6 FRAMING AT 16" o.c. MAX w/ GYP.

BOARD ATTACHED TO AT LEAST ONE FACE w/ 6d x 1 3/4" WALLBOARD NAILS AT 7" o.c. MAX

3. REF. SHEET S-700 AND S-701 FOR TYPICAL WOOD DETAILS

4. FLOOR SHEATING TO BE 3/4" T&G w/ 10d NAILS AT 6" o.c. AT PERIMETER OF SHEATING AND 12" o.c. IN FIELD

S-500

S-500

S-500

S-500

1 2 3 4

A

B

C

24' - 1" 6' - 1" 17' - 11"

APPROVED:

DRAWN:

DATE:

PROJECT NO.

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520 SW Yamhill Suite 900 Portland OR 97204 Phone: 503.222.1661 www.ffadesign.com

FFA Architecture and Interiors, Inc.

S-200

PERMIT SET

CAPE LOOKOUT

MANAGER

RESIDENCE

RENOVATION

27345 Sandlake Rd.

Cloverdale, OR 97112

FIRST FLOOR

FRAMING

OREGON PARKS AND

RECREATION

DEPARTMENT

Approver

Author

8-30-2023

081522

1/2" = 1'-0"

FIRST FLOOR FRAMING

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1 3/4x16

LVL

x x x x

2x12 x x

OUTLINE OF EXISTING HOUSE

OUTLINE OF EXISTING HOUSE

o .c

(B o .c o .c

S-700

TYP.

S-700

TYP.

o .c

S-700

TYP.

S-700

TYP.

S-700

TYP.

S-700

S-700

(B

FRAMING PLAN NOTES

1. REF. ARCHITECTURAL DRAWINGS FOR ALL ITEMS NOT SHOWN IN

STRUCTURAL DRAWINGS. NOTIFY PROJECT MANAGER IF THERE ARE

DISCREPANCIES BETWEEN DRAWINGS

2. ROOF SHEATHING TO BE 1/2" PLYWOOD w/ 10d NAILS AT 6" o.c. AT PERIMETER OF SHEATHING AND 12" o.c. IN FIELD

3. REF. SHEET S-700 FOR TYPICAL WOOD DETAILS

SPAN DIRECTION OF

1/2" PLYWOOD

SHEATHING

x

S-701

S-700

S-701

S-7013

S-701

S-701

1 2 3 4

A

B

C

S-701

24' - 1" 6' - 1" 17' - 11"

S-701

TYP.

S-701

TYP.

APPROVED:

DRAWN:

DATE:

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520 SW Yamhill Suite 900 Portland OR 97204 Phone: 503.222.1661 www.ffadesign.com

FFA Architecture and Interiors, Inc.

S-300

PERMIT SET

CAPE LOOKOUT

MANAGER

RESIDENCE

RENOVATION

27345 Sandlake Rd.

Cloverdale, OR 97112

ROOF FRAMING

OREGON PARKS AND

RECREATION

DEPARTMENT

Approver

Author

8-30-2023

081522

1/2" = 1'-0"

ROOF FRAMING

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P.T. SILL PL

STEM WALL

REF. PLAN

SIMPSON DTT2Z-SDS2.5

HOLDOWN

ANCHOR BOLT w/ DIAMETER

PROVIDE 7" MIN. THREAD

LENGTH ABOVE TOP OF

CONCRETE

4x6 POST AT

HOLDOWN

FOOTING

REF. PLAN

A N

D H

O L D

O W

N T

Y P

S E

P A

R A

T

IO

N B

E T

W E

E N

S

IL

L P

L

T Y

P

S-500

C L R

M

IN

2'-0"

#4 HOOKED VERTICALS

ALTERNATE DIRECTION

OF HOOKS SPACED AT

12" o.c.

EXTERIOR FINISH

GRADE WHERE

OCCURS

UNDISTURBED

SUBGRADE

(3) - #4 BARS TYP.

CONC. FOOTING

REF. PLAN

FLOOR SHEATHING

REF. PLAN

FLOOR JOISTS REF.

PLAN

2x8 P.T. BOTT.

PLATE

/4

SHEAR WALL

EDGE NAILING

DIAPHRAGM EDGE

NAILING

SIMPSON Zmax TOP FLANGE HANGER w/

MOISTURE BARRIER

BETWEEN HANGER AND

STEM WALL

SIMPSON DTT2Z

HOLDOWN IN CORNERS

OF WALL WHERE

OCCURS REF. PLAN

M

IN

(2) - #4 AT TOP.

(2) - EQUALLY

SPACED IN STEM

WALL

8"

EXTERIOR WALL

SHEATHING REF.

PLAN

C L R

2'-0"

#4 HOOKED VERTICALS

ALTERNATE DIRECTION

OF HOOKS SPACED AT

12" o.c.

UNDISTURBED

SUBGRADE

(3) - #4 BARS TYP.

CONC. FOOTING

REF. PLAN

FLOOR SHEATHING

REF. PLAN

FLOOR JOISTS REF.

PLAN

2x8 P.T. BOTT.

PLATE

SHEAR WALL

EDGE NAILING

DIAPHRAGM EDGE

NAILING

SIMPSON Zmax TOP FLANGE HANGER w/

MOISTURE BARRIER

BETWEEN HANGER AND

STEM WALL

M

IN

(2) - #4 AT TOP.

(2) - EQUALLY

SPACED IN STEM

WALL

INTERIOR WALL REF.

PLAN

DIA.

1'-6"

UNDISTURBED

SUBGRADE

#4 HOOPS AT 9"

o.c. TYP.

ROUND CONC.

PIER REF. PLAN

FLOOR SHEATHING

REF. PLAN

BEAM REF. PLAN

4x8 x 1'-6" LONG

P.T. BOTT. PLATE

DIAPHRAGM EDGE

NAILING

1/2" DIA. x 12" ANCHOR

BOLTS EA. SIDE OF BEAM IN

EA. DTT2Z HOLDOWN

(3) - #4 HOOPS AT

TOP AT 3" o.c.

(5) - #5 VERTICAL

BARS EQUALLY

SPACED IN PIER

PERPENDICULAR

JOISTS REF. PLAN

DTT2Z EA. SIDE

OF 4x10 BEAM

P.T. SILL PL

STEM WALL

REF. PLAN

FOOTING

REF. PLAN

SIMPSON HUC610

HANGER w/ (14) -

TNT25134H FASTENERS

INTO CONC. WALL

BEAM

REF. PLAN

EXTERIOR FINISH

GRADE WHERE

OCCURS

UNDISTURBED

SUBGRADE

CONC. FOOTING

REF. PLAN

FLOOR SHEATHING

REF. PLAN

2x8 P.T. BOTT.

PLATE

DIAPHRAGM EDGE

NAILING

SIMPSON DTT2Z

HOLDOWN IN CORNERS

OF WALL WHERE

OCCURS REF. PLAN

EXTERIOR WALL

SHEATHING REF.

PLAN

CONC. STEM WALL

BEYOND

0' - 0 3/8"

6x10 BEAM REF. PLAN w/

HUC610 HANGER INTO

FACE OF CONC. WALL

APPROVED:

DRAWN:

DATE:

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520 SW Yamhill Suite 900 Portland OR 97204 Phone: 503.222.1661 www.ffadesign.com

FFA Architecture and Interiors, Inc.

S-500

PERMIT SET

CAPE LOOKOUT

MANAGER

RESIDENCE

RENOVATION

27345 Sandlake Rd.

Cloverdale, OR 97112

CONCRETE

DETAILS

OREGON PARKS AND

RECREATION

DEPARTMENT

Approver

Author

8-30-2023

081522

1" = 1'-0"

SHEAR WALL

HOLDOWN AT FOUNDATION

1" = 1'-0"

TYP. EXTERIOR FOOTING DETAIL

1" = 1'-0"

TYP. INTERIOR FOOTING DETAIL

1" = 1'-0"

TYP. PIER FOOTING DETAIL

1" = 1'-0"

BEAM TO END OF FOOTING

1" = 1'-0"

TYP. BEAM INTO FACE OF CONC. WALL

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STAGGER PANEL

SIDE JOINTS

EDGE

NAILING

FRAMING

NOTES:

1. PROVIDE 1/8" GAP AT ALL PANEL JOINTS.

2 PANELS SHALL NOT BE LESS THAT 4'-0"x8'-0" EXCEPT AT BOUNDARIES AND CHANGES IN

FRAMING WHERE MINIMUM PANEL DIMENSION SHALL BE 24" UNLESS ALL EDGES OF

UNDERSIZED PANELS ARE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR

BLOCKING.

3. NAILS SHALL BE LOCATED AT LEAST 3/8" FROM THE EDGES OF PANELS.

4. EDGE NAILING SHALL BE 10d NAILS AT 6" o.c. FIELD NAILING SHALL BE 10d NAILS AT 12" o.c.

PANEL EDGE

MEMBER BEYOND

BLOCK EDGES

FIELD NAIL

TYP.

EDGE NAIL

TYP.

CRIPPLE STUD TO

ALIGN w/ TRIM STUD

ABOVE WHERE

APPLICABLE

6x6 HEADER TYP.

TRIMMER

STUD

SILL

KING STUD

DOUBLE TOP PL

(2) 10d NAILS

TYP. EACH

SIDE TO EACH

SILL

(4) 10d NAILS

EACH SIDE

NOTE:

JOIN MULTIPLE STUDS WITH (2) ROWS 10d NAILS STAGGERED @ 12" o.c. TYP.

REF. ARCH

5'-0" MAX

R E

F A

R C

H

CRIPPLE STUD

TYP.

(4) 10d NAILS

EACH END

10d NAILS @ 6" o.c.

1 1/2"

NOTE:

REF. 10/S7.0 FOR REQUIREMENTS AT SHEAR WALLS.

10d NAILS @ 12" o.c.

TYP.OPTION 1 OPTION 2

LAP PLATES AT ALL

INTERSECTIONS

AND CORNERS

REF. 3/S-700

REF. 3/S-700 FOR

WALL ENDS AND

INTERSECTIONS

REF. 2/S-700 FOR

REQUIREMENTS AT

OPENINGS

(2) 10d END NAILS

MIN. TYP. TOP

AND BOTTOM

REF. 5/S7.01 FOR

TOP PLATE LAP

REQUIREMENTS

10d NAILS NAILS STAGGERED @ 12" o.c.

MAX. U.N.O.

2x6 STUDS @ 16"o.c. TYP.

U.N.O.

REF. 6/S-700 FOR SILL

BOLT REQUIREMENTS

FOUNDATION STEM WALL

4'-0" MIN. LAP FOR PLATE SPLICE

W A

L L

H E

IG

H

T

REF. 5/S-700

3"

NOTES:

REF. 2/S-701 FOR ADDITIONAL INFORMATION

2x STUDS

DOUBLE TOP PL

4' - 0"

(2) 10d @ 16" o.c.

NOTE:

ALIGN TOP PL SPLICE w/ STUD.

NOTES:

1. BEARING WALL ANCHOR BOLT SPACING = 4'-0" o.c. MAX.

USE 5/8"Ø ANCHOR BOLTS.

2. EACH SILL PIECE SHALL HAVE (2) BOLTS MIN. LOCATE

BOLTS CLEAR OF STUDS AND POSTS.

3. "A" DIMENSION SHALL BE 4 1/2" MIN. AND 12" MAX.

4. ALL OVERSIZED BOLT HOLES (HOLES > 1/16" + A.B. Ø)

SHALL INCLUDE A PLATE WASHER THAT COVERS HOLE.

"A" 1'-2" MAX. "A""A" "A""A""A""A"

d

N O

T C

H d /3

M A

X

HOLE

d/3 MAX.

T Y

P d /2

N O

T E

"A

"A

ROOF SHEATHING

REF. PLAN

6x6 OR

EQUIVALENT

BUILT UP POST

1x8 FLAT FASTENED TO SHEATHING w/ (2) ROWS OF #10 x 3" SCREWS AT 6" o.c.

6x6 BRACES TYP.

(2) - 10d NAILS FROM

FASCIA MEMBER TO

BRACE

DIAPHRAGM

EDGE NAILING

SHEAR WALL

EDGE NAILING

1'-4" MAX.

REF. PLAN

(4) - #10 x 4" SCREWS

FROM BRACE INTO

POST TOP AND BOT.

MIN 2x6 FASCIA

MEMBER

PERPENDICULAR 2x6

REF. 5/S-701

(2) - #10 SCREWS

FROM 2x6 BRACE INTO

WALL BELOW

2x MEMBER AT

ADJOINING PANELS

TYP. SHEAR WALL

STAGGER NAILING

AT PANEL JOINT

MATCH SHEAR

WALL EDGE

NAILING

SHEAR WALL

EDGE NAILING

NOTE:

THE STUD

CONFIGURATION SHALL BE

THE SAME FOR ALL

CONDITIONS WHERE

STRAP HOLDOWNS ARE

USED.

4x6 HOLDOWN

POST

SIMPSON DTT2Z

HOLDOWN REF.

PLAN

SHEAR WALL

EDGE NAILING

ROOF SHEATHING

REF. PLAN

STUD WALL

REF. PLAN

WALL SHEATHING

REF. PLAN

2x6 w/ (2) 10d NAILS AT EACH

OUTRIGGER

DIAPHRAGM

EDGE NAILING

NOTCHED CUT AT

JOIST BEARING,

FASTEN ROOF JOIST

TO TOP PL. w/ (2) - 10d

NAILS TYP.

SHEAR WALL

EDGE NAILING

2x BLOCKING BETWEEN

JOISTS

2'-0" MAX.

REF. PLAN

LTS12 AT EA. ROOF

JOIST, CONNECT

STRAP TO STUD

BELOW

NOTCH AT 2x10 OUTRIGGER

M A

X

ROOF SHEATHING

REF. PLAN

CS14 STRAP AT EA.

RAFTER

RIDGE BEAM REF. PLAN

SLOPED SIMPSON

BA HANGER TYP. EA. SIDE

ROOF SHEATHING

REF. PLAN

STUD WALL REF.

PLAN

ROOF SHEATING

REF. PLAN

ROOF JOIST

REF. PLAN

DIAPHRAGM

EDGE NAILING

SHEAR WALL

EDGE NAILING

ROOF JOIST REF. PLAN,

FASTENED INTO BEAM

w/ (2) ROWS OF 10d NAILS AT 12" o.c.

ROOF JOIST

REF. PLAN

BEAM REF. PLAN

MIN 2x6 FASCIA MEMBER w/ (2) - #10

SCREWS INTO

PERPENDICULAR 2x6

2x6 PERPENDICULAR BRACE AT 48" o.c. MAX

(2) - #10 SCREWS

FROM 2x6 BRACE INTO

WALL BELOW

APPROVED:

DRAWN:

DATE:

PROJECT NO.

D R

A W

IN

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S T

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IN

T E

D I N

G R

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A L E

IF

D

IS

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IN

A D

E S

O F

D O

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A R

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IN

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S

IN

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MARK DATE DESCRIPTION

520 SW Yamhill Suite 900 Portland OR 97204 Phone: 503.222.1661 www.ffadesign.com

FFA Architecture and Interiors, Inc.

S-700

PERMIT SET

CAPE LOOKOUT

MANAGER

RESIDENCE

RENOVATION

27345 Sandlake Rd.

Cloverdale, OR 97112

WOOD DETAILS

OREGON PARKS AND

RECREATION

DEPARTMENT

Approver

Author

8-30-2023

081522

N.T.S.

WOOD SHEAR WALL AND FLOOR

DIAPHRAGM DETAIL

N.T.S.

WALL OPENING DETAIL

N.T.S.

TYPICAL WALL CORNERS

N.T.S.

TYPICAL BEARING/SHEAR WALL

ELEVATION

1" = 1'-0"

TYPICAL BEARING

WALL TOP PLATE SPLICE

1" = 1'-0"

SILL PLATE

BOLT BOLTING - BEARING WALLS

1" = 1'-0"

BRACE AT FASCIA

1" = 1'-0"

TYP. ADJOINING SHEAR WALL EDGES

1" = 1'-0"

HOLDOWNS AT CORNERS

1" = 1'-0"

ROOF RAFTER AT EAVE

1" = 1'-0"

TYP. RAFTER TO RIDGE BEAM

1" = 1'-0"

ROOF TRANSITION DETAIL

S

RA T

UT

NNIF

YE

N 70651

R

OREGON

EXPIRES

NJU E 2 7

GI

ER

E EDR

NE

TS G I

STRU

P

CT

, 2 10

AL

SOFE

REE IOS

N

RU LA

ROOF SHEATHING

REF. PLAN

CS20 STRAP OVER

TOP OF WALL

RIDGE BEAM REF. PLAN 2x6 MEMBER EA. SIDE OF RIDGE BEAM TYP. w/ (3) - 10d NAILS EA. SIDE

2x6 w/ SOLID

PLYWOOD SHIM TO

MATCH WIDTH OF

LVL RIDGE BEAM

MTS30 STRAP EA.

SIDE, AT INTERIOR

AND EXTERIOR (4)

TOTAL STRAPS

EXISTING STUD

WALL ABOVE

ROOF SHEATING

REF. PLAN

DIAPHRAGM

EDGE NAILING

ROOF JOIST REF. PLAN,

FASTENED INTO BEAM

w/ (2) ROWS OF 10d NAILS AT 12" o.c.

ROOF JOIST

REF. PLAN

NEW 4x10 BEAM

BELOW TO

SUPPORT EXISTING

STUD WALL, REF.

PLAN

PROVIDE NEW SHEATHING

ON EXISTING WALL,

PROVIDE 10d NAILS INTO BOTTOM PL. AT 6" o.c.

SIMPSON A35

ANCHOR

6x6 POST

UNDER BEAM

MST48 TIE STRAP

AT 2x4 PLATES

MST60 TIE STRAP

AT 2x6 PLATES

AND

LARGER

10d @ 12" o.c.

EACH SIDE STUD TO

POST

10d @ 1.5" o.c.

EACH SIDE

STUD TO BEAM

(STAGGERED)

10d @ 12"o.c.

STUD TO POST

POST UNDER

BEAM

A

A

SECTION A-A

CMSTC16 STRAP

WRAP UP POST

AND AND TOP OF

BEAM

1'-0" MAX.

S-500

SHEAR WALL ELEVATION NOTES:

1. TYPICAL WINDOW OR DOOR ROUGH OPENING,

REF. PLAN FOR LOCATIONS.

2. WINDOW OR DOOR HEADER, REF. PLAN

3. CRIPPLE STUDS ABOVE AND BELOW OPENINGS.

4. DOUBLE SILL PLATE AT WINDOW.

5. TRIM STUD..

6. TYPICAL WALL STUDS.

7. WOOD STRUCTURAL PANEL SHEATHING. LAY

HORIZONTALLY OR VERTICALLY.

REF. SHEAR WALL SCHEDULE FOR ADDITIONAL

REQUIREMENTS.

8. P.T. SILL PLATE, REF. 6/S-700

9. DOUBLE TOP PLATE, REF. 5/S7.0 FOR TOP CHORD

SPLICE DETAIL.

10. HOLDOWN ANCHOR OR STRAP, REF. 1/S-500

11. ANCHOR BOLTS.

12. FOUNDATION, STEMWALL OR THICKENED SLAB.

13. EDGE NAILING, REF. SHEAR WALL SCHEDULE.

14. INTERMEDIATE SUPPORT NAILING, REF. SHEAR WALL

SCHEDULE.

15. PROVIDE EDGE NAILING TO EACH HOLDOWN POST.

WHERE HOLDOWN POST CONSISTS OF BUILT UP

MEMBERS, PROVIDE STAGGERED NAILING TO EACH

PIECE.

16. HOLDOWN POST.

17. ALL SHEATHING EDGES ARE TO BE BLOCKED. REF.

SHEAR WALL SCHEDULE

FOR FRAMING THICKNESS AT ADJOINING PANEL

EDGES.

18. ROOF SHEATHING.

19. ROOF RAFTER

20. BLOCKING.

21. CONT. CS14 STRAP ABOVE AND BELOW WINDOW

OPENING FULL LENGTH OF WALL

13 9

18 20 19

S-500 1 S-500

ROOF SHEATHING

REF. PLAN

STUD WALL REF.

PLAN

ROOF JOIST

REF. PLAN

DIAPHRAGM

EDGE NAILING

SHEAR WALL

EDGE NAILING

MIN 2x6 FASCIA MEMBER w/ (2) - #10

SCREWS INTO

PERPENDICULAR 2x6

2x6 PERPENDICULAR BRACE AT 32" o.c. MAX

(2) - #10 SCREWS

FROM 2x6 BRACE INTO

WALL BELOW

APPROVED:

DRAWN:

DATE:

PROJECT NO.

D R

A W

IN

G

S T

O B

E P

R

IN

T E

D I N

G R

A Y

S C

A L E

IF

D

IS

T

IN

A D

E S

O F

D O

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A R

E N

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V

IS

IB

L E

IN

F O

R M

A T

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N

M A

Y

S

IN

G

MARK DATE DESCRIPTION

520 SW Yamhill Suite 900 Portland OR 97204 Phone: 503.222.1661 www.ffadesign.com

FFA Architecture and Interiors, Inc.

S-701

PERMIT SET

CAPE LOOKOUT

MANAGER

RESIDENCE

RENOVATION

27345 Sandlake Rd.

Cloverdale, OR 97112

WOOD DETAILS

OREGON PARKS AND

RECREATION

DEPARTMENT

Approver

Author

8-30-2023

081522

1" = 1'-0"

TYP. RIDGE BEAM TO WALL

1" = 1'-0"

EXISTING WALL SUPPORT DETAIL

1" = 1'-0"

WOOD BEAM CONNECTION AT WALL

1/2" = 1'-0"

TYPICAL PERFORATED SHEAR WALL

ELEVATION

1" = 1'-0"

ROOF OVERHANG DETAIL S

RA T

UT

NNIF

YE

N 70651

R

OREGON

EXPIRES

NJU E 2 7

GI

ER

E EDR

NE

TS G I

STRU

P

CT

, 2 10

AL

SOFE

REE IOS

N

RU LA

DN

UP

C

B

A

AD-200 C1

AD-200

A2

AD-200A1

AD-200

C2

AD-601 A2

AD-601 B2 AD-601

AD-602

B1

AD-602

A1

A3

AD-300

6' - 1"24' - 1"

30' - 2"

/4

/4

A1

C4

C3

B3

AD-300

C2

B3

B1

A3

B2

B3

B4

A2

A3

A4

(E) BEAM - DEMO

7' - 6 1/2"

E1

REMOVE AND SALVAGE

WATER HEATER, DEMO

PLUMBING AS

NECESSARY TO INSTALL

NEW WORK

REMOVE AND SALVAGE WINDOW

REMOVE AND SALVAGE

MECHANICAL UNIT

REMOVE AND SALVAGE WINDOW

LAUNDRY BEDROOM 1

CLOSET

RESTROOM

LIVING ROOM

KITCHEN

WATER

HEATER

REMOVE AND SALVAGE DOOR/TRIM

FOR REUSE

REMOVE AND SALVAGE DOOR/TRIM

FOR REUSE

DEMO CABINETS,

FIXTURES, AND

COUNTERTOP

REMOVE AND

SALVAGE RANGE

REMOVE AND SALVAGE

REFRIGERATOR

REMOVE AND SALVAGE

DISHWASHER

EXISTING ELECTRIC METER EXISTING CONDUIT EXISTING ELECTRICAL PANEL

REMOVE AND SALVAGE DOOR/TRIM

FOR REUSE

DEMO DECK

AND SUPPORT

STRUCTURE

DEMO BRICK

CHIMNEY -

FOUNDATION

THROUGH ROOF

REMOVE AND

SALVAGE WOOD

STOVE FOR REUSE

7' - 6 1/4"

/4

/2

7' - 6 1/4"

/8

14' - 3"

10' - 4 1/4"

/8

4' - 6"

/8

DEMO STAIR IN ITS ENTIRETY

(E) WOOD FLOORING TO REMAIN

(E) WOOD FLOORING TO REMAIN

DEMO FLOORING

DEMO FLOORING

DEMO PLUMBING,

VENTS, AND POWER

BACK TO SOURCE

DEMO TREADS/RISERS (ALT. 5)

DEMOLITION OF EXISTING

FOOTING AND FOUND WALL FOR

NEW CONC. PIER INSTALLATION,

REFER TO STRUCT.

DEMO POST &

POST SUPPORT

(E) WOOD FLOORING TO REMAIN

BRICK WALLS &

BRICK HEARTH

TO BE REMOVED

DEMO DS, ALT 1

DEMO DS, ALT 1

EXISTING WALL TO REMAIN

EXISTING DOOR TO REMAIN

EXISTING STRUCTURE TO REMAIN

LEGEND

DEMO'D ELEMENT

DEMO'D DOOR

DIG OUT CRAWL SPACE TO

ALLOW FOR ADDITIONAL

FOOTINGS, MECHANICAL

DUCTWORK, AND

REPLUMBING AS NEEDED

SHEET NOTES

1. ALL DIMENSIONS ARE ROUGH AND SHOULD BE VERIFIED IN FIELD.

2. ALL DIMENSIONS TO FACE OF FINISH, U.N.O.

3. PROVIDE SHOWING AS NECESSARY TO MAINTAIN STRUCTURAL

INTEGRITY OF EXISTING PORTIONS OF THE HOUSE TO REMAIN.

4. REMOVE PLUMBING FIXTURES AND SALVAGE FOR DONATION.

5. DEMOLISH POWER AND SWITCHES BACK TO SOURCE IN WALLS TO

BE REMOVED.

6. PRESERVE EXISTING POWER AND SWITCHES IN RENOVATED

WALLS WHERE THEY CAN BE REUSED.

7. EXISTING FOUND WALL AND FOOTING AT REMOVED EXTERIOR

WALLS TO BE REMOVED.

8. PATCH WALLS AND CEILINGS AT REMOVED WALLS AND MEP

ITEMS.

9. PATCH FLOOR (SHEATHING) AT REMOVED MEP ITEMS.

S

TATE

N

OGEROFO

TC

ET

I

HC

RADERETSI

G

E R

PORTLAND, OREGON

TROY A.

AINSWORTH

APPROVED:

DRAWN:

DATE:

PROJECT NO.

D R

A W

IN

G

S T

O B

E P

R

IN

T

ED

IN

G

R A

Y S

C A

LE

. I

F

D

IS

T

IN

C T

S H

A

D O

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A R

E N

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V

IS

IB

LE

, I N

FO

R

M A

T

IO

N M

A Y

B E

M

IS

S

IN

G

MARK DATE DESCRIPTION

520 SW Yamhill Suite 900 Portland OR 97204 Phone: 503.222.1661 www.ffadesign.com

FFA Architecture and Interiors, Inc.

AD-101

PERMIT SET

SITKA SEDGE

RESIDENCE

RENOVATION

CAPE LOOKOUT

STATE PARK

27345 Sandlake Rd.

Cloverdale, OR 97112

DEMOLITION

PLANS

OREGON PARKS AND

RECREATION

DEPARTMENT

Approver

Author

06-09-23

081522

1/2" = 1'-0"A1

FIRST FLOOR DEMOLITION PLAN

B

A

AD-200 C1

AD-200

A2

AD-200A1

AD-200

C2

2" / 1'-0"

A3

AD-300

ATTIC

BEDROOM 2

BEDROOM 3

B3

AD-300

24' - 1" 6' - 1"

30' - 2"

/4

/4

REMOVE FLOORING AND STRUCTURAL

FRAMING

DEMO BRACKET

DEMO BRACKET

ROOF LINE ABOVE

SHOWN FOR

INFORMATION

DEMO CHIMNEY

THROUGH ROOF

DEMO STAIR IN ITS ENTIRETY

ATTIC

ATTIC

ROOF LINE ABOVE SHOWN FOR

INFORMATION

BRACKETS TO REMAIN, UNO

DEMO DOWNSPOUT'S ALT. 1

DEMO STANDING

SEAM ROOF,

GUTTERS, FLASHING,

TYP. ALT. 1

DEMO DS,

ALT 1

SHEET NOTES

1. ALL DIMENSIONS ARE ROUGH AND SHOULD BE VERIFIED IN FIELD.

2. ALL DIMENSIONS TO FACE OF FINISH, U.N.O.

3. PROVIDE SHOWING AS NECESSARY TO MAINTAIN STRUCTURAL

INTEGRITY OF EXISTING PORTIONS OF THE HOUSE TO REMAIN.

4. REMOVE PLUMBING FIXTURES AND SALVAGE FOR DONATION.

5. DEMOLISH POWER AND SWITCHES BACK TO SOURCE IN WALLS TO

BE REMOVED.

6. PRESERVE EXISTING POWER AND SWITCHES IN RENOVATED

WALLS WHERE THEY CAN BE REUSED.

7. EXISTING FOUND WALL AND FOOTING AT REMOVED EXTERIOR

WALLS TO BE REMOVED.

8. PATCH WALLS AND CEILINGS AT REMOVED WALLS AND MEP

ITEMS.

9. PATCH FLOOR (SHEATHING) AT REMOVED MEP ITEMS.

EXISTING WALL TO REMAIN

EXISTING DOOR TO REMAIN

EXISTING STRUCTURE TO REMAIN

LEGEND

DEMO'D ELEMENT

DEMO'D DOOR

DIG OUT CRAWL SPACE TO

ALLOW FOR ADDITIONAL

FOOTINGS, MECHANICAL

DUCTWORK, AND

REPLUMBING AS NEEDED

S

TATE

N

OGEROFO

TC

ET

I

HC

RADERETSI

G

E R

PORTLAND, OREGON

TROY A.

AINSWORTH

APPROVED:

DRAWN:

DATE:

PROJECT NO.

D R

A W

IN

G

S T

O B

E P

R

IN

T

ED

IN

G

R A

Y S

C A

LE

. I

F

D

IS

T

IN

C T

S H

A

D O

T S

A R

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V

IS

IB

LE

, I N

FO

R

M A

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IO

N M

A Y

B E

M

IS

S

IN

G

MARK DATE DESCRIPTION

520 SW Yamhill Suite 900 Portland OR 97204 Phone: 503.222.1661 www.ffadesign.com

FFA Architecture and Interiors, Inc.

AD-102

PERMIT SET

SITKA SEDGE

RESIDENCE

RENOVATION

CAPE LOOKOUT

STATE PARK

27345 Sandlake Rd.

Cloverdale, OR 97112

DEMOLITION

PLANS

OREGON PARKS AND

RECREATION

DEPARTMENT

CR

JD

06-09-23

081522

N

1/2" = 1'-0"C1

(E) SECOND FLOOR DEMOLITION PLAN

A

B3

AD-300

24' - 1" 6' - 1"

30' - 2"

/4

/4

DEMO CHIMNEY -

ALT 1

DEMO ROOF, GUTTERS, AND

FLASHING. ALT.1

DEMO STANDING SEAM

ROOF, GUTTERS, &

FLASHING - ALT 1

SHEET NOTES

1. ALL DIMENSIONS ARE ROUGH AND SHOULD BE VERIFIED IN FIELD.

2. ALL DIMENSIONS TO FACE OF FINISH, U.N.O.

3. PROVIDE SHOWING AS NECESSARY TO MAINTAIN STRUCTURAL

INTEGRITY OF EXISTING PORTIONS OF THE HOUSE TO REMAIN.

4. REMOVE PLUMBING FIXTURES AND SALVAGE FOR DONATION.

5. DEMOLISH POWER AND SWITCHES BACK TO SOURCE IN WALLS TO

BE REMOVED.

6. PRESERVE EXISTING POWER AND SWITCHES IN RENOVATED

WALLS WHERE THEY CAN BE REUSED.

7. EXISTING FOUND WALL AND FOOTING AT REMOVED EXTERIOR

WALLS TO BE REMOVED.

8. PATCH WALLS AND CEILINGS AT REMOVED WALLS AND MEP

ITEMS.

9. PATCH FLOOR (SHEATHING) AT REMOVED MEP ITEMS.

S

TATE

N

OGEROFO

TC

ET

I

HC

RADERETSI

G

E R

PORTLAND, OREGON

TROY A.

AINSWORTH

APPROVED:

DRAWN:

DATE:

PROJECT NO.

D R

A W

IN

G

S T

O B

E P

R

IN

T

ED

IN

G

R A

Y S

C A

LE

. I

F

D

IS

T

IN

C T

S H

A

D O

T S

A R

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V

IS

IB

LE

, I N

FO

R

M A

T

IO

N M

A Y

B E

M

IS

S

IN

G

MARK DATE DESCRIPTION

520 SW Yamhill Suite 900 Portland OR 97204 Phone: 503.222.1661 www.ffadesign.com

FFA Architecture and Interiors, Inc.

AD-103

PERMIT SET

SITKA SEDGE

RESIDENCE

RENOVATION

CAPE LOOKOUT

STATE PARK

27345 Sandlake Rd.

Cloverdale, OR 97112

DEMOLITION

ROOF PLAN

OREGON PARKS AND

RECREATION

DEPARTMENT

CR

JD

06-09-23

081522

1/2" = 1'-0"1

(E) ROOF DEMOLITION PLAN

FIRST FLOOR

0"

SECOND FLOOR

8' - 0"

C

ROOF RIDGE

16' - 5 1/2"

B A

SHINGLES REMOVED

AND SALVAGED

AT GL 2: REMOVE

WALL FRAMING AS

NECESSARY TO

ALLOW FOR

UPTURNED BEAM

DEMO DECK COVER

AND POSTS

DEMO ADDITION

DEMO PORCH

SUPPORTS

DEMO DECK

FIRST FLOOR

0"

SECOND FLOOR

8' - 0"

ROOF RIDGE

16' - 5 1/2"

12 2

SHINGLES REMOVED

AND SALVAGED

ASSUMED STRUCTURE,

CONTRACTOR TO VERIFY

DEMO ROOF, GUTTER,

FLASHINGS, CHIMNEY,

DOWNSPOUTS, TYP. ALT. 1

FIRST FLOOR

0"

SECOND FLOOR

8' - 0"

C

ROOF RIDGE

16' - 5 1/2"

BA

DEMO CHIMNEY - ALT 1

DEMO ROOF,

GUTTER,

FLASHINGS,

DOWNSPOUTS,

TYP. ALT.1

PIERS BEYOND, TYP.

E

FIRST FLOOR

0"

SECOND FLOOR

8' - 0"

ROOF RIDGE

16' - 5 1/2"

3 2 1

DEMO ADDITION

DEMO DECK

COVER

(E) ELECT. TO REMAIN

DEMO BRACKET

DEMO PORCH

DEMO PORCH

SUPPORTS

ASSUMED STRUCTURE,

CONTRACTOR TO VERIFY

WALL DEMO'D FOR

NEW WINDOW, SIZE

OPENING PER

MANUFACTURER'S R.O.

RECOMMENDATIONS

SHEET NOTES

1. ALL DIMENSIONS ARE APPROXIMATE AND SHOULD BE VERIFIED IN FIELD.

2. ALL DIMENSIONS ARE FINISH TO FINISH, U.N.O.

3. DOOR NUMBERS ON A-401.

EXISTING WALL TO REMAIN

EXISTING DOOR TO REMAIN

EXISTING STRUCTURE

LEGEND

DEMO'D ELEMENT

S

TATE

N

OGEROFO

TC

ET

I

HC

RADERETSI

G

E R

PORTLAND, OREGON

TROY A.

AINSWORTH

APPROVED:

DRAWN:

DATE:

PROJECT NO.

D R

A W

IN

G

S T

O B

E P

R

IN

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ED

IN

G

R A

Y S

C A

LE

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D

IS

T

IN

C T

S H

A

D O

T S

A R

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V

IS

IB

LE

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FO

R

M A

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N M

A Y

B E

M

IS

S

IN

G

MARK DATE DESCRIPTION

520 SW Yamhill Suite 900 Portland OR 97204 Phone: 503.222.1661 www.ffadesign.com

FFA Architecture and Interiors, Inc.

AD-200

PERMIT SET

SITKA SEDGE

RESIDENCE

RENOVATION

CAPE LOOKOUT

STATE PARK

27345 Sandlake Rd.

Cloverdale, OR 97112

DEMOLITION

ELEVATIONS

OREGON PARKS AND

RECREATION

DEPARTMENT

CR

JD

06-09-23

081522

1/4" = 1'-0"A1

BUILDING ELEVATION - EAST

1/4" = 1'-0"C2

BUILDING ELEVATION - SOUTH

1/4" = 1'-0"C1

BUILDING ELEVATION - WEST

1/4" = 1'-0"A2

BUILDING ELEVATION - NORTH

SECOND FLOOR

8' - 0"

C

ROOF RIDGE

16' - 5 1/2"

BA

7' - 7 7/8"

OPEN TO

BEYOND

8 1/2"

9"

10"

9 1/4"

9 1/8"

9"

9 1/2"

10"

2 1/2"

DEMO GUTTER

REMOVE AND

SALVAGE DOOR,

FRAME, AND

TRIM FOR REUSE

REMOVE FLOOR

CONSTRUCTION

ATTIC

BEDROOM 1

ATTIC

REMOVE & SALVAGE WALL

PANELING, BATTENS, AND

BASE FOR REUSE, TYP.

SHEET NOTES

1. ALL DIMENSIONS ARE APPROXIMATE AND SHOULD BE VERIFIED IN FIELD.

2. ALL DIMENSIONS ARE FINISH TO FINISH, U.N.O.

3. DOOR NUMBERS ON A-401.

FIRST FLOOR

0"

SECOND FLOOR

8' - 0"

C

ROOF RIDGE

16' - 5 1/2"

B A

A2

A-300

ATTIC

BEDROOM 1

REMOVE AND SALVAGE WALL

PANELING, BATTENS, AND BASE FOR

REUSE, TYP.

REMOVE AND

SALVAGE DOOR,

FRAME, AND TRIM

FOR REUSE

DEMO STAIR

COMPLETE, AVOID

DAMAGING

PANELING TO BE

SALVAGED

REMOVE AND

SALVAGE DOOR

AND FRAME

FLOOR

CONSTRUCTION TO

BE REMOVED

DEMO CHIMNEY AT ROOF,

ALT. 1

DEMO CHIMNEY

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PORTLAND, OREGON

TROY A.

AINSWORTH

APPROVED:

DRAWN:

DATE:

PROJECT NO.

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MARK DATE DESCRIPTION

520 SW Yamhill Suite 900 Portland OR 97204 Phone: 503.222.1661 www.ffadesign.com

FFA Architecture and Interiors, Inc.

AD-300

PERMIT SET

SITKA SEDGE

RESIDENCE

RENOVATION

CAPE LOOKOUT

STATE PARK

27345 Sandlake Rd.

Cloverdale, OR 97112

DEMOLITION

BUILDING

SECTIONS

OREGON PARKS AND

RECREATION

DEPARTMENT

Approver

Author

06-09-23

081522

1/4" = 1'-0"A3

TRANSVERSE SECTION FACING EAST

1/4" = 1'-0"B3

TRANSVERSE SECTION FACING WEST

/2

7 1/2"9 7/8" 9 5/8"9 5/8"9 5/8"9 1/2"9 1/2"9 7/8" 9 5/8" 9 5/8"

2 1/2"

9 1/2" 9 3/4" 9 1/2" 8 3/4"

9 1/2" 9 1/2" 9 1/2" 9 1/2"

2 1/2"

9 1/2"9 1/2"

/2

SHEET NOTES

1. ALL DIMENSIONS ARE APPROXIMATE AND SHOULD BE VERIFIED IN FIELD.

2. ALL DIMENSIONS ARE FINISH TO FINISH, U.N.O.

3. DOOR NUMBERS ON A-401.

9 5/8" 9 1/2" 9 1/2" 9 1/2" 9 7/8" 9 1/8" 9 3/8" 9 1/4"6 3/8" 9 1/2"

2 1/2"

REMOVE AND SALVAGE

TRIM, PANELLING, AND

BASE FOR REUSE, TYP.

9 3/8"9 1/4"9 5/8"9 7/8"9 7/8"10 1/2"

2 1/2"

3 7/8" 9 7/8" 9 1/2" 8 3/4" 9 3/4" 9 3/4" 9 3/8" 9 3/4"

2 1/2"

4 1/2"

9 1/2"9 1/2"9 1/2"9 1/2"9 1/2"

4 1/2"2 1/2"

9 1/4" 9 1/2" 9 1/2" 9 1/2" 9 1/2" 9 1/2"

2 1/2"

/2

4 1/2"

9 1/8"

2 1/2"

9 5/8"9 7/8" 10 7/8"

/2

4 1/2"

DEMO WALL AND BRICK FINISH, TYP.

DEMO CHIMNEY, TYP.

DEMO WD STOVE DEMO CASEWORK

9 3/8" 9 5/8" 9 3/8" 9 7/8" 9 3/4" 9 5/8"

/4

2 1/2"

3' - 1 1/2"

4 1/2"

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PORTLAND, OREGON

TROY A.

AINSWORTH

APPROVED:

DRAWN:

DATE:

PROJECT NO.

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MARK DATE DESCRIPTION

520 SW Yamhill Suite 900 Portland OR 97204 Phone: 503.222.1661 www.ffadesign.com

FFA Architecture and Interiors, Inc.

AD-601

PERMIT SET

SITKA SEDGE

RESIDENCE

RENOVATION

CAPE LOOKOUT

STATE PARK

27345 Sandlake Rd.

Cloverdale, OR 97112

DEMOLITION

INTERIOR

ELEVATIONS

OREGON PARKS AND

RECREATION

DEPARTMENT

Approver

Author

06-09-23

081522

-A2 EAST

-B2 EAST

-C4 WEST-

1/2" = 1'-0"

(E) BEDROOM 1 ELEVATIONS

C2 EAST -C3 SOUTH

-B3 SOUTH-

1/2" = 1'-0"

EXISTING LAUNDRY ROOM ELEVATIONS

B1 NORTH

1/2" = 1'-0"

EXISTING LIVING ROOM ELEVATIONS

A1 NORTH -A3 SOUTH

WALL BEHIND PANELING

TO BE DEMO'D

DEMO CHIMNEY AND HEARTH

EXISTING JOISTS, TYP.

REMOVE AND SALVAGE

TRIM, PANELING, AND

BASE FOR REUSE, TYP.

SHEET NOTES

1. ALL DIMENSIONS ARE APPROXIMATE AND SHOULD BE VERIFIED IN FIELD.

2. ALL DIMENSIONS ARE FINISH TO FINISH, U.N.O.

3. DOOR NUMBERS ON A-401.

8 1/4"9 1/2"9 3/8"9 1/2"9 1/2"9 7/8"10 5/8"

6 1/2" 4 1/2" 8 1/4" 9 1/2" 9 3/8" 9 1/2" 9 1/2" 9 7/8" 10 5/8"

9 1/8" 9 5/8" 9 1/2" 9 1/2" 9 7/8" 9" 9 1/2" 3"

9 3/4" 10 1/2" 9 1/4"

DON'T DEMO PANELING ON THIS WALL

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RADERETSI

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PORTLAND, OREGON

TROY A.

AINSWORTH

APPROVED:

DRAWN:

DATE:

PROJECT NO.

D R

A W

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MARK DATE DESCRIPTION

520 SW Yamhill Suite 900 Portland OR 97204 Phone: 503.222.1661 www.ffadesign.com

FFA Architecture and Interiors, Inc.

AD-602

PERMIT SET

SITKA SEDGE

RESIDENCE

RENOVATION

CAPE LOOKOUT

STATE PARK

27345 Sandlake Rd.

Cloverdale, OR 97112

DEMOLITION

INTERIOR

ELEVATIONS

OREGON PARKS AND

RECREATION

DEPARTMENT

Approver

Author

06-09-23

081522

1/2" = 1'-0"

EXISTING KITCHEN ELEVATIONS

A1 NORTH

1/2" = 1'-0"

EXISTING BATHROOM ELEVATIONS

B1 NORTH -B2 EAST -B3 SOUTH -B4 WEST

-A2 EAST -A3 SOUTH -A4 WEST

REMOVE AND SALVAGE

DOOR, FRAME AND TRIM

FOR REUSE

FIXTURES TO BE

DEMO'D SHOWN

DASHED FOR CLARITY

REMOVE AND

SALVAGE HVAC UNIT,

COORD WITH OWNER

REMOVE AND SALVAGE

MICROWAVE - COORD WITH OWNER

EQ-RA

REMOVE AND SALVAGE

FOR INSTALLATION

C C

B B

A A

A-200A1

A-200 C1

A-200

A2

A-200

C2

/4

/4

A2

A-300

C1

A-300

2' - 0"

FOYER

CLOSET

CLOSET

BEDROOM 1

BAT…