HomeMy WebLinkAboutPermit File 508 4th StreetPROJECT DATAABBREVIATIONSGENERAL NOTES
SYMBOLS
@
C
d
0#
AB
AC
A/C
ALUM
ANOD
BD
BLDG
BLK(G)
BN
BOT
CB
CI
CJ
CL
CLG
CLR
CMU
CO
COL
CONT
CSK
DF
DIA
DN
DS
DWG
DWR
D/W
E
(E)
EA
EJ
ELEV
EN
EQ
EQUIP
FAU
FBO
FD
FE(C)
FF
FG
FH
FIN
FL
FLG
FLR
FN
FOC
FOF
FOM
FOP
FOS
FT
GA
GALV
GYP
HB
HP
HR
HTR
HVAC
HW (R)
AT
CENTER LINE
PENNY
POUND
PERPENDICULAR
ANGLE
ANCHOR BOLT
ASPHALTIC CONCRETE
AIR CONDITIONING
ALUMINUM
ANODIZED
BOARD
BUILDING
BLOCK(ING)
BOUNDARY NAILING
BOTTOM
CATCH BASIN
CAST IRON
CEILING JOIST
CLOSET
CEILING
CLEAR
CONCRETE MASONRY UNIT
CLEAN OUT
COLUMN
CONTINUOUS
COUNTERSINK
DOUGLAS FIR
DIAMETER
DOWN
DOWNSPOUT
DRAWING
DRAWER
DISHWASHER
EAST
EXISTING
EACH
EXPANSION JOINT
ELEVATION
EDGE NAIL
EQUAL
EQUIPMENT
FORCED AIR UNIT
FURNISHED BY OWNER OR
OTHERS, TO BE INSTALLED BY
CONTRACTOR
FLOOR DRAIN
FIRE EXITING. (+ CABINET)
FINISHED FLOOR
FINISHED GRADE
FLAT HEAD
FINISH
FLOW LEVEL
FLASHING
FLOOR
FIELD NAILING
FACE OF CONCRETE
FACE OF FINISH
FACE OF MASONRY
FACE OF PLYWOOD
FACE OF STUD
FOOT OR FEET
GAUGE
GALVANIZED
GYPSUM
HOSE BIBB
HORSE POWER
HOUR
HEATER
HEATING/VENTILATING/ A/C
HOT WATER (RTRN)
INV
LAM
LAV
LB
LT
MAS
MATL
MAX
MB
MECH
MEMB
MTL
MFR
MIN
MISC
N
(N)
NO / #
NTS
OC
OH
OPNG
PL
PLAM
PLAS
PLYWD
P
PR
PT
RD
RH
RM
RO
RWD
S.A.M.U.
SCHED
S
SHTNG
SIM
SMACNA
SPEC
SQ
SSTL
STD
STL
TC
TOC
TCB
T&G
TP
TOW
TYP
UNO
VERT
VGDF
VTR
W
WC
WH
WP
WS
WWF
W/
WO
W/O
POC
TBS
INVERT
LAMINATE(D)
LAVATORY
LAG BOLT
LIGHT
MASONRY
MATERIAL
MAXIMUM
MACHINE BOLT
MECHANICAL
MEMBRANE
METAL
MANUFACTURER
MINIMUM
MISCELLANEOUS
NORTH
NEW
NUMBER
NOT TO SCALE
ON CENTER
OVAL HEAD OR OVER HEAD
OPENING
PLATE OR PROP. LINE
PLASTIC LAMINATE
PLASTER
PLYWOOD
PAINT (NUMBER - SEE SPECS)
PAIR
PRESSURE-TREATED
ROOF DRAIN
ROUND HEAD
ROOM
ROUGH OPENING
REDWOOD
SELF-ADHERING MEMBRANE
UNDERLAYMENT
SCHEDULE(D)
SOUTH
SHEATHING
SIMILAR
RE: THE ARCH SHEET
METAL MANUAL
SPECIFICATION
SQUARE
STAINLESS STEEL
STANDARD
STEEL
TOP OF CURB OR
TOP OF CONCRETE
TOP OF CATCH BASIN
TONGUE & GROOVE
TOP OF PAVING
TOP OF WALL
TYPICAL
UNLESS NOTED OTHERWISE
VERTICAL GRAIN
DOUGLAS FIR
VENT THRU ROOF
WEST
WATER CLOSET
WATER HEATER
WATERPROOF
WOOD SCREW OR WATER
SOFTENER
WELDED WIRE FABRIC
WITH
WALL OVEN
WITHOUT
POINT OF CONNECTION
TO BE SELECTED
L
CONSTRUCTION TYPE:
LOT #
ZONE:
PROJECT ADDRESS:
OWNER:
P56508
TYPE V-B (IBC)
CLARITY MILLER
MS
A. GENERAL NOTES
1. INTERPRETATION OF DRAWINGS AND DOCUMENTS: EACH CONTRACTOR /
SUB-CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE
PROJECT SITE BEFORE EXECUTING ANY WORK AND SHALL NOTIFY THE OWNER/BUILDER AND
THE DESIGNER OF ANY DISCREPANCIES BEFORE PROCEEDING. THE DESIGNER SHALL BE
NOTIFIED OF ANY UNUSUAL OR UNFORESEEN CONDITIONS OR SITUATIONS WHICH MAY
AFFECT THE STRUCTURAL INTEGRITY OR SAFETY OF THE PROJECT.
2. ADHERENCE TO PLANS: STRICT ADHERENCE TO THE CONSTRUCTION DOCUMENTS MUST BE
MAINTAINED. NO CHANGES SHALL BE MADE IN THE PROJECT WHICH DEVIATE FROM THE
PLANS AND SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE OWNER OR DESIGNER.
NO STRUCTURAL CHANGES SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF THE
DESIGNER AND STRUCTURAL ENGINEER.
3. WORKING DRAWING: FIGURED DIMENSIONS AND DETAILED DRAWINGS SHALL BE FOLLOWED
IN PREFERENCE TO SCALE MEASUREMENTS. IN CASE OF ANY DOUBT ON THE PART OF THE
CONTRACTOR AS TO THE EXACT MEANING OF THE DRAWINGS AND THESE SPECIFICATIONS, HE
SHALL APPLY TO THE DESIGNER OR OWNER FOR AN INTERPRETATION BEFORE PROCEEDING
WITH HIS WORK.
4. SHOP DRAWINGS: CONTRACTORS SHALL SUBMIT COPIES OF ALL SHOP DRAWINGS FOR
REVIEW BY DESIGNER AND OWNER/BUILDER PRIOR TO CONTRACTOR'S APPROVAL FOR
CONSTRUCTION.
5. CONTRACTORS SHALL PROVIDE ALL SHORING AND BRACING REQUIRED AND TO INSURE
SAFETY OF THE PROJECT WORK.
6. WHEREVER IN THESE DRAWINGS ANY MATERIAL OR PROCESS IS INDICATED, IT IS FOR THE
PURPOSE OF FACILITATING DESCRIPTION OF THE MATERIAL OR PROCESS DESIRED.
CONTRACTORS MAY OFFER ANY MATERIAL OR PROCESS WHICH SHALL BE DEEMED
EQUIVALENT BY THE ENGINEER AND THE DESIGNER TO THAT MATERIAL OR PROCESS
INDICATED OR SPECIFIED.
7. UNLESS OTHERWISE SPECIFIED, ALL MATERIALS SHALL BE NEW AND BOTH WORKMANSHIP
AND MATERIALS SHALL BE THE BEST OF THEIR RESPECTIVE KINDS. CONTRACTORS SHALL, IF
REQUIRED, FURNISH SATISFACTORY EVIDENCE AS THE KIND AND QUALITY OF MATERIALS.
8. IT SHALL BE THE DUTY OF EACH SUBCONTRACTOR TO REVIEW AND TO BE FULLY INFORMED
WITH REGARD TO THE GENERAL CONDITIONS AND CONSTRUCTION DOCUMENTS, INCLUDING
SPECIFICATIONS.
9. NOTES IN DETAILS AND DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES,
TYPICAL DETAILS, AND SPECIFICATIONS.
B. PERMITS AND REGULATIONS
1. THE CONTRACTOR SHALL PAY FOR AND OBTAIN ALL PERMITS REQUIRED BY LOCAL
AUTHORITIES BEFORE PROCEEDING WITH HIS RESPECTIVE INSTALLATION AND SHALL
ARRANGE AND PAY FOR ANY INSPECTIONS AND EXAMINATIONS REQUIRED BY THOSE
AUTHORITIES.
2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CURRENT EDITION OF THE
INTERNATIONAL BUILDING CODE, ALL CBC AMENDMENTS AND ADDITIONS, AND LAWS,
ORDINANCES AND REGULATIONS OF ALL GOVERNMENTAL BODIES WITH JURISDICTION OVER
THE PROJECT.
3. IF THE DRAWINGS AND SPECIFICATIONS ARE AT VARIANCE WITH ANY FEDERAL, STATE AND
LOCAL OR MUNICIPAL LAW, ORDINANCE, RULES OR DEPARTMENTAL REGULATIONS, THE
CONTRACTOR SHALL NOTIFY THE DESIGNER AND OWNER/BUILDER IN WRITING BEFORE
PROCEEDING WITH THAT WORK. IF ANY OF THE CONTRACTOR'S WORK SHALL BE DONE
CONTRARY THERETO WITHOUT SUCH NOTICE HE SHALL BEAR ALL COST ARISING THEREFROM.
C. PROTECTION OF WORK & PROPERTY
1. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ALL VIOLATIONS OF CITY ORDINANCES
AND STATE LAWS INVOLVED IN THE PERFORMANCE OF HIS WORK. HE SHALL PROVIDE, DURING
THE PROGRESS OF HIS WORK, EVERY AND ALL SAFEGUARDS AND PROTECTION AGAINST
ACCIDENTS, INJURY AND DAMAGE TO PERSONS AND PROPERTY INCLUDING ADJOINING
PROPERTY. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK AND EVERY PART
THEREOF, AND FOR ALL MATERIALS, TOOLS, APPLIANCES AND PROPERTY OF EVERY
DESCRIPTION USED IN CONNECTION THEREWITH.
2. EACH CONTRACTOR / SUB-CONTRACTOR ASSUMES ALL RISKS, HAZARDS AND CONDITIONS
IN CONNECTION WITH THE PERFORMANCE OF THE CONTRACT, AND EVEN IF THE
PERFORMANCE OF THE CONTRACT INVOLVES A GREATER EXPENDITURE OF MONEY THAN THE
CONTRACTOR EXPECTED AT THE TIME OF BIDDING, NO ALLOWANCE WILL BE MADE ON
ACCOUNT THEREOF, AND THE CONTRACTOR SHALL CONTINUE WITH AND COMPLETE THE
WORK.
D. SUPERVISION
1. EACH CONTRACTOR SHALL GIVE PERSONAL SUPERVISION TO THE WORK, USING HIS BEST
SKILL AND ATTENTION, AND SHALL KEEP A COMPETENT FOREMAN AND NECESSARY
ASSISTANTS CONSTANTLY ON THE SITE. THE FOREMAN SHALL BE THE PERSONAL
REPRESENTATIVE OF THE CONTRACTOR AND ALL DIRECTIONS GIVEN BY HIM SHALL BE AS BINDING AS
IF DELIVERED TO THE CONTRACTOR. A FLUENT ENGLISH SPEAKING SUPERVISOR IS TO BE PRESENT
AT ALL TIMES.
E. DAMAGES IN THE WORK
1. THE OWNER, WITHOUT INVALIDATING THE CONTRACT, MAY ALTER BY ADDING TO OR DEDUCTING
FROM THE WORK COVERED IN THE CONTRACT. ALL SUCH WORK SHALL BE EXECUTED UNDER THE
CONDITIONS OF THE ORIGINAL CONTRACT EXCEPT THAT NO EXTRA WORK OR CHANGES SHALL BE
DONE WITHOUT WRITTEN ORDER FROM THE DESIGNER OR OWNER. SUCH ORDERS SHALL COVER THE
AGREED PRICE AND TERMS OF EXTRA WORK OF CHANGES, IF WORK IS TO BE OMITTED, THEN PROPER
CREDIT FOR SUCH OMITTED WORK SHALL BE GIVEN THE OWNER.
F. CLEANING BUILDING AND PREMISES
1. PRIOR TO THE COMPLETION OF THE WORK, EACH CONTRACTOR / SUB-CONTRACTOR SHALL
THOROUGHLY CLEAN THE SITE WITH RESPECT TO MATERIALS AND WASTE ASSOCIATE WITH THE
COMPLETION OF THEIR WORK. EACH CONTRACTOR SHALL DO THEIR BEST TO KEEP A CLEAN AND
SAFE SITE DURING THE PERFORMANCE OF THEIR WORK. EACH CONTRACTOR WILL MAKE EFFORTS TO
RESPONSIBLY DISPOSE OF WASTE IN THE APPROPRIATE RECYCLE OR WASTE RECEPTICALS.
G. GUARANTEES
1. EXCEPT AS OTHERWISE SPECIFIED, ALL WORK SHALL BE GUARANTEED IN WRITING BY EACH
CONTRACTOR AGAINST DEFECTS RESULTING FROM DEFECTIVE MATERIALS, POOR WORKMANSHIP OR
FAULTY EQUIPMENT, FOR A PERIOD OF ONE YEAR FROM THE DATE OF FILING THE NOTICE OF
COMPLETION AND THE ACCEPTANCE OF THE BUILDING BY THE OWNER. IF WITHIN THE GUARANTEE
PERIOD CORRECTION OF FAULTY MATERIALS OR WORKMANSHIP IS NECESSARY IN THE OPINION OF
THE OWNER, THE CONTRACTOR SHALL PROMPTLY, UPON RECEIPT OF NOTICE FROM THE OWNER AND
WITHOUT EXPENSE TO THE OWNER, CORRECT FAULTY MATERIALS OR WORKMANSHIP.
H. VERIFICATION OF UNDERGROUND UTILITY IMPROVEMENTS
1. EACH SUB-CONTRACTOR SHALL VERIFY WITH THE GENERAL CONTRACTOR THAT EXISTING
UNDERGROUND UTILITY LOCATIONS HAVE BEEN IDENTIFIED AND LOCATED BEFORE COMMENCING
WITH ANY SUB-GRADE WORK.
I. RESERVED
J. COORDINATION
1. EACH SUB-CONTRACTOR IS REQUIRED TO CONDUCT A PRE-CONSTRUCTION MEETING WITH THE
GENERAL CONTRACTOR PRIOR TO STARTING WORK. THIS MEETING SHOULD OCCUR NO SOONER
THAN 72 HOURS PRIOR TO STARTING WORK.
2. CONCRETE CONTRACTOR IS TO COORDINATE ALL REQUIRED BLOCK-OUTS, UNDER-SLAB
PIPING/VENTING OR CONDUIT, AND ANY IN-SLAB ELEMENTS REQUIRED PRIOR TO POURING THE
PERTINENT PORTION OF CONCRETE.
3. SHOP DRAWINGS SHALL BE PROVIDED FOR ALL STEEL WORK, MILLWORK, AND SPECIAL TIMBER
CONNECTIONS
K. TOLERANCES
ALL WORK PLACED SHALL BE LEVEL, PLUMB, AND IN PROPER ALIGNMENT. FOR PRIMARY
CONSTRUCTION SYSTEMS THE FOLLOWING TOLERANCES SHALL BE MET:
UNLESS NOTED OTHERWISE, DEVIATION FROM PLUMB, LEVEL, & PROPER ALIGNMENT SHALL NOT
EXCEED 1/4" IN 10'.
508 4TH STREET
ANACORTES, WA 98221
BUILDING DEPARTMENT
CODES
SHEET NUMBER)
SHEET NUMBER)
SHEET NUMBER)
SHEET NUMBER)
WALL TYPE KEY
D
C
A
B
A#.#
-
1
A#.#
1
A#.#
1
A#.#
1
A#.#
INTERIOR ELEVATION
SECTION REFERENCE
(DRAWING NUMBER,
ELEVATION REFERENCE
(DRAWING NUMBER,
DETAIL REFERENCES
(DRAWING NUMBER,
(DRAWING NUMBER,
KEYNOTE
REVISION
0"
0"
1
0
M
0
P
0
1
EXT-00
000
ROOM NAME
REFERENCE, EQUIPMENT
ROOM NAME / NUMBER
EXISTING GRADE MARKER
REFERENCE, MECH. EQUIP.
REFERENCE, PLUMBING FIXT.
MATERIAL NOTE
NEW GRADE MARKER
A
PROJECT DESCRIPTION
A NEW DETACHED ACCESSORY DWELLNG UNIT, CONNECTION TO UTILITIES (WATER, SEWER,
GAS), REAR YARD LANDSCAPING.
ALL NEW WORK SHALL COMPLY WITH:
--2015 INTERNATIONAL RESIDENTIAL CODE (IRC)
--2015 INTERNATIONAL MECHANICAL CODE (IMC)
--2015 INTERNATIONAL FIRE CODE (IFC)
--2015 INTERNATIONAL PLUMBING CODE (IPC)
--2015 WASHINGTON STATE ENERGY CODE
--2020 ANACORTES UNIFIED DEVELOPMENT CODE
CITY OF ANACORTES PLANNING & DEVELOPMENT
FIRE DEPARTMENT
INSPECTION SUMMARY
PER CITY OF ANACORTES BUILDING AND PLANNING DEPARTMENT & WA STATE L&I
(ELECTRICAL), NO SPECIAL INSPECTIONS REQUIRED
508 4TH STREET
ANACORTES, WA 98221
DETACHED ACCESSORY DWELLING UNIT
508 4TH STREET
ANACORTES, WA
FRONT YARD
REAR YARD
SIDE YARD
PROVIDED
25FT FOR DETACHED ADU (ROOF PITCH OF 6:12 OR GREATER)
SET BACKS
HEIGHT LIMIT
REQUIRED
10'-0"NA
0'-0" (OFF ALLEYWAY)5'-0"
CITY OF ANACORTES
10'-0" MIN.6'-0" AND 35'-9.5"
000 DOOR & WINDOW #
TITLE SHEET
T001
DRAWING INDEX
XISSUE
REVISIONORIGINAL
ISSUE
SHEET
NUMBER
FROM SET
REMOVED
SHEET TITLE
XX"STEP SYMBOL (STEP IN FINISHED
BUILDING
CEILING)
PROJECT DATA (CONT.)
PERMIT
SUBMITTAL
ISSUED FOR PERMITDESCRIPTIONDATE
COPYRIGHT MOA Architects PC, 2020
All ideas, designs, and plans indicated or represented
by these drawings are owned by and are property of
Mobile Office Architects PC (MOA) and were created
and developed as instruments of service in
connection with the specified project. None of such
ideas, designs, or plans shall be used for any
purpose whatsoever without the written permission of
MOA.
ARCHITECT
MOA DESIGN-BUILD
DUSTIN STEPHENS, RA LIC. # 11451
805 722-9083
DSTEPHENS@MO-ARCH.COM
OWNER
CLARITY MILLER
508 4TH STREET
ANACORTES, WA 98221
CLARITYMILLERGOE@GMAIL.COM
c
MILLER / GOE
DETATCHED ADU
508 4TH STREET,
ANACORTES, WA 98221
APN P56508
07/13/20 ISSUED FOR PERMIT
SEAL & SIGNATURE:
T001 TITLE SHEET
ARCHITECTURAL:
A100 SITE PLAN W/ STORMWATER REQUIREMENTS
A200 BUILDING ELEVATIONS
2 UNCOVERED PROVIDED, STREET PARKING AVAILABLE DIRECTLY
PARKING
STORMWATER REQUIREMENTS
PER CITY OF ANACORTES FIGURE I 2.4.2 FLOW CHART: PROJECT SCOPE
INCLUDES LESS THAN 2,000 SQFT OF NEW IMPERVIOUS AREA, INCLUDING
HARDSCAPE; AND INCLUDES LESS THAN 7,000 SQFT OF TOTAL LAND
DISTURBING ACTIVITY----------------------- MINIMUM REQUIREMENT #2 APPLIES
A301 CONSTRUCTION SECTIONS
STRUCTURAL:
S100 STRUCTURAL NOTES
S101 FOUNDATION & FRAMING PLANS
A101 CONSTRUCTION PLANS
A300 CONSTRUCTION SECTIONS
T002 ENERGY CODE NOTES & REQUIREMENTS
ADJACENT ON 4TH STREET, SEE SITE PLAN
LOT SIZE:60FT X 100FT = 6,000 SQFT (0.14 AC)
BUILDING LOT COVERAGE
EXISTING BUILDING LOT COVERAGE 975 SQFT (16.25%)
PROPOSED BUILDING LOT COVERAGE 350 SQFT (5.8%)
TOTAL = 1,355 SQFT (22%)
HARD SURFACE AREA
EXISTING HARD SURFACE (NON-POLLUTING)1,080 SQFT
NEW HARD SURFACE (NON-POLLUTING)425 SQFT
TOTAL EXISTING HARD SURFACE AREA= 1,080 SQFT (18.0%)
POLLUTING EXISTING HARD SURFACE (PARKING AREA)0 SQFT
POLLUTING PROPOSED HARD SURFACE (PARKING AREA)585 SQFT
TOTAL PROPOSED HARD SURFACE AREA= 1,010 SQFT (16.8%)
TOTAL ALL HARD SURFACE AREA= 2,015 SQFT (34.8%)
PROPOSED USE:SINGLE FAMILY RESIDENTIAL (ADU)
OCCUPANCY:SINGLE FAMILY RESIDENTIAL
BUILDING AREA AND HEIGHT
EXISTING SINGLE FAMILY HOME
BUILDING AREA (GROSS)1,620 SQFT
1,970 SQFT (22%) TOTAL BUILDING AREA (GROSS) =
26'-0"BUILDING HEIGHT
PROPOSED DADU
BUILDING AREA (GROSS)350 SQFT
20'- 4.5"BUILDING HEIGHT
CITY OF ANACORTES
PLANNING AND BUILDING DEPT:
APPROVED PLANS
REVIEWED FOR CODE COMPLIANCE
PERMIT #:______________________________
ADDRESS:______________________________
APPROVED BY:__________________________
SUBJECT TO FIELD INSPECTION. APPROVED PLANS SHALL NOT
BE ALTERED WITHOUT AUTHORIZATION.
BLD-2020-0419
508 4th St
& EQUIPMENT SPECS
ENERGY COMPLIANCE
T0.02 ISSUED FOR PERMITDESCRIPTIONDATE
COPYRIGHT MOA Architects PC, 2020
All ideas, designs, and plans indicated or represented
by these drawings are owned by and are property of
Mobile Office Architects PC (MOA) and were created
and developed as instruments of service in
connection with the specified project. None of such
ideas, designs, or plans shall be used for any
purpose whatsoever without the written permission of
MOA.
ARCHITECT
MOA DESIGN-BUILD
DUSTIN STEPHENS, RA LIC. # 11451
805 722-9083
DSTEPHENS@MO-ARCH.COM
OWNER
CLARITY MILLER
508 4TH STREET
ANACORTES, WA 98221
CLARITYMILLERGOE@GMAIL.COM
c
MILLER / GOE
DETATCHED ADU
508 4TH STREET,
ANACORTES, WA 98221
APN P56508
07/13/20 ISSUED FOR PERMIT
SEAL & SIGNATURE:
ENERGY COMPLIANCE GENERAL NOTES
1. Per Section 502.4.5, the project's building envelope shall be tested to determine air leakage is within acceptable levels. Leakage of .00030 SLA measured at 50 pascals is
considered acceptable. Sealing of doors, windows, ducts or registers is not allowed during testing.
2. Section 503.10.2 requires leakage testing of the mechanical ducts, when applicable, to insure that the ducts are sealed. Testing may occur at rough-in or post construction. Testing
must comply with standard RS-33. Individuals performing the test must be approved or certified by the WA State University Energy or approved other agency.
3. Per Section 505.1, 75% of all luminaries (lights and lamps) shall be high efficiency.
4. Per Section 105.4, the certificate of energy compliance shall be posted within three feet of the electrical panel, completed by the builder or design professional, and shall include the
following information: R-values for ceiling, walls, floors, foundation, U-factors for windows, the type and efficiency of heating/cooling equipment, duct leakage rates from duct testing, and
air leakage rates from the blower door testing. A certificate shall be supplied by the permitting agency at the time of permit issuance.
5. All applicable requirements listed on the energy compliance report (sheet T0.02) shall be met.
6. All insulation requirements represented in the energy compliance report are included in the Assemblies Schedule.
7. See floor plans for ventilation notes, see sheet T0.02 for additional mechanical equipment specifications
MECHANICAL EQUIPMENT SPECIFICATIONS
OUTDOOR HEAT PUMP UNIT:
MANUF'R: DAIKIN MODEL # RXB12AXVJU
HEATING CAPACITY ----------11,300 BTU
COOLING CAPACITY----------11,000 BTU
SEER--------------------------------17.0
HSPF---------------------------------9.0
INDOOR HEAT PUMP UNIT:
MANUF'R: DAIKIN MODEL # FTXB12AXVJU
HEATING CAPACITY ----------11,300 BTU
COOLING CAPACITY---------- 11,000 BTU
BATHROOM / WHOLE HOUSE EXHAUST FAN / LIGHT COMBO:
MANUF'R: PANASONIC MODEL # FV-08VRE2
FLOW RATE-----------------------80 CFM MAX.
COOKTOP EXHAUST FAN / MICROWAVE COMBO:
MANUF'R: WHIRLPOOL MODEL #WML55011HS
FLOW RATE----------------------------400 CFM MAX.
EXHAUST AND WHOLE HOUSE VENTILATION
WHOLE HOUSE VENTILATION SHALL BE PROVIDED WITH THE BATHROOM EXHAUST VENTILATION FAN SET FOR INTERMITTENT OPERATION CONTROLLED BY A
24-HOUR CLOCK TIMER. RUN TIME SHALL BE SET TO INTERVALS OF 15 MIN "ON" FOLLOWED BY 20 MIN. "OFF" FOR A CALCULATED AIR CHANGE PER HOUR RATE OF
0.38 RATED AT A FLOW OF 80CFM (80CFM X 26 MIN / HR = 2080 CU FT / 5348 CU FT TOTAL VOLUME = 0.38ACH), SEE FLOOR PLAN AND NOTES FOR LOCATION, SEE
SHEET T0.02 FOR ADDITIONAL EQUIPMENT INFORMATION
EXHAUST FANS SHALL BE PROVIDED AT KITCHEN COOKING, BATHROOM, LAUNDRY, AND OTHER ROOMS WHERE WATER VAPOR OR COOKING ODOR IS PRODUCED.
SEE FLOOR PLAN AND NOTES FOR LOCATIONS AND MINIMUM FLOW SPECIFICATIONS.
1a EFFICIENT BUILDING ENVELOPE 1a:
Prescriptive compliance is based on Table R402.1.1 with
the following modifications: Vertical fenestration U = 0.28
Floor R-38 Slab on grade R-10 perimeter and under entire
slab Below grade slab R-10 perimeter and under entire
slab or Compliance based on Section R402.1.4: Reduce
the Total UA by 5%.
3b HIGH EFFICIENCY HVAC EQUIPMENT 3b: Air-source
heat pump with minimum HSPF of 9.0 To qualify to claim
this credit, the building permit drawings shall specify the
option being selected and shall specify the heating
equipment type and the minimum equipment efficiency.
EXISTINGSINGLE-FAMILYRESIDENCE,NO CHANGESEXISTING NEIGHBORING FOOD BANK4TH STREET8' X 18'PARKING12FT W X 10FT DEEPGRAVELCONSTRUCTIONENTRANCEEXISTING YARD(NO NEWLANDSCAPING)EXISTING YARD(NO NEW LANDSCAPING)EXISTING YARD(NO NEW LANDSCAPING)EXISTING NEIGHBORINGACCESSORY STRUCTURE10'-0"5'-0"SITE PLAN NOTES //////////////////LOT AREA: 6,000 SQFT, 0.14 AC% OF SITE AREA LANDSCAPEDEXISTING: 4,400 SQFTRETAINED / PROVIDED: 3,300 SQFTPROPOSED: 0REQUIRED: 1,200 SQFT (20%)COMPLIANCE W/ AMC CH 16.50 TREEPRESERVATION:NO PROPOSED TREE REMOVAL ORPLANTING, RETAIN EXISTING CONDITIONSPROPOSED GRADING:+/-20 CU YRDS CUT+/-20 CUT YRDS FILLIMPORTANT NOTE: PROJECT IS SUBJECTTO THE CITY OF ANACORTES MINIMUMSTORMWATER REQUIREMENT #2 AND THE13 ASSOCIATED ELEMENTS. ALL SITEWORK SHALL BE CONDUCTED INACCORDANCE WITH THE STORMWATERREQUIREMENTS. SEE PROJECTSUPPLEMENTAL ATTACHMENTS8' X 18'PARKINGEXISTING NEIGHBORINGACCESSORY STRUCTURESIDEWALK10'-0" MIN.UNDERGROUND ELEC.,DATA, & WATER LINES(E)SEWER LINENEW SEWER CONNECTIONTO EXISTING MAIN LINEALLEYWAYEXISTINGNEIGHBORINGACCESSORYSTRUCTUREEXISTINGNEIGHBORINGACCESSORYSTRUCTUREEXISTINGNEIGHBORINGACCESSORYSTRUCTUREEXISTINGNEIGHBORINGSTRUCTUREPROPOSEDDETACHEDACCESSORYDWELLING UNIT8' X 18'PARKINGSPACE10'-0"18'-0"8'-0" 24FT X 25FT (600 SQFT) REQ'D OPEN SPACE8' X 18'PARKINGSPACE8'-0"10'-0"18'-2 1/2"31'-9 1/2"32'-0"22'-2 1/2"AREA OF PROJECTDISTURBANCE = 1,756 SQFTMARK LIMITS ON SITEPROPERTY LINE 100.0'
PROPERTY LINE 100.0'PROPERTY LINE 60.0'PROPERTY LINE 60.0'25'-0"24'-0"(E) SLOPE< 5%CONSTRUCTION SILT FENCE INSTALLEDDURING CONSTRUCTION ALONG ALLEYAND WEST PROPERTY LINE, STARTS HERECONSTRUCTION SILT FENCE INSTALLEDDURING CONSTRUCTION ALONG ALLEYAND WEST PROPERTY LINE, ENDS HERE3" ROUND DOWNSPOUT CONNECT TO (E)STORM WATER SYSTEMSLOPE 2%(E) SLOPE< 5%SLOPE
2%
SLOPE
5%CONCRETE WASH OUT AREASLOPE 5%PAVER ENTRY PATIO (40 SQFT)SET HEIGHT 6" BELOW F.F.HEIGHT(E)12" TREE TO BE RETAINED(OUTSIDE WORK AREA)GRAVEL PARKING AREA(585 SQFT)SIDE YARD SETBACK10'-0"10'-0"29'-9"38'-5 5/8"10'-0"SIDE YARD SETBACKFRONT YARD SETBACKREAR YARD SETBACKSLOPE 2%ISSUED FOR PERMITDESCRIPTIONDATE COPYRIGHT MOA Architects PC, 2020All ideas, designs, and plans indicated or representedby these drawings are owned by and are property ofMobile Office Architects PC (MOA) and were createdand developed as instruments of service inconnection with the specified project. None of suchideas, designs, or plans shall be used for anypurpose whatsoever without the written permission ofMOA.ARCHITECTMOA DESIGN-BUILDDUSTIN STEPHENS, RA LIC. # 11451805 722-9083DSTEPHENS@MO-ARCH.COMOWNERCLARITY MILLER508 4TH STREETANACORTES, WA 98221CLARITYMILLERGOE@GMAIL.COMcMILLER / GOEDETATCHED ADU508 4TH STREET,ANACORTES, WA 98221APN P5650807/13/20ISSUED FOR PERMITSEAL & SIGNATURE:01SITE PLANSCALE 1/8" = 1'-0"SITE PLANA100N
14
LOFT
131VTIW
04
01
S
A201
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KEY NOTES
1
2
3
245$1*(:29(5+($'9(17
4
5
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6
7
8
9
10
11
12
13
14
15
67$&.('(/(&:$6+(5 '5<(5 2209
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7$//3$175<&$%,1(7
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6+,3/$''(572/2)7
3(50($%/(&21&5(7(3$9(5685)$&(
6(775%(/2:'2257+5(6+2/'
16
150$03(/(&3$1(/17
145;240(',&,1(&$%,1(718
5(&(66('&(,/,1*/,*+7 9(17)$1
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,17(5&211(&7(':%$77(5<%$&.83
24
WALL TYPES
EXTERIOR 2X6 STUD WALL /// WOOD SHEATHING
FINISH
EXTERIOR
(;7(5,25:$//),1,6+
$3$5$7('5871116,',1*6(((;7(5,25
0$7(5,$/66&+('8/()25),1,6+63(&6
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521.5$)7)$&('%$77,168/$7,21,1),//
,17(5,25:$//),1,6+
58%$/7,&%,5&+3/<:22')$67(1:175
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%5$66&2/25 #162&$/,*1)$67(1(5
/$<287
INTERIOR
EXTERIOR
INTERIOR
MARK
:1
SECTION DESCRIPTION
6&$/( 1 1
0
*OPT 1
F.P. RATING
INTERIOR
INTERIOR
:2
INTERIOR 2X6 STUD WALL /// PTD GWB OR
PLYWOOD FINISH
INTERIOR
-/// WALL CONSTRUCTION IS THE SAME AS WALL
TYPE "W3", EXCEPT FOR 2X6 FRAMING ///
INTERIOR
MARK SECTION DESCRIPTION F.P. RATING
FLOOR TYPES
CONCRETE SLAB ON GRADE
INTERIOR
45(,1)25&('&21&5(7(6/$%3(5
6758&785$/63(&6),1,6+$1'6($/(57%'
25,*,',168/$7,21 510
100,/%/$&.32/<(7+</(1(9$325%$55,(5
2/(9(/,1*6$1'
6&203$&7('*5$9(/
68%*5$'(3(56758&785$/63(&6
INTERIOR
)1
SUBGRADE
INTERIOR
TYP WOOD FLOOR
INTERIOR
),1,6+(':22')/225,1*
34$'9$17(&+7 *68%)/2256+($7+,1*
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5300,1(5$/:22/,168/$7,21,1),//
,17(5,25&(,/,1*),1,6+
OPTION 1: 37'58*:%/(9(/4),1,6+
OPTION 2:58%$/7,&%,5&+3/<:22')$67(1
:175*5.75,0+($'6&5(:6:5(9(56(
7+5($' %5$66&2/25 #162&$/,*1
)$67(1(5/$<287
INTERIOR
)2
INTERIOR
INTERIOR
15()(5726758&785$/'5$:,1*6)25$//5(%$5$1'6758&785$/0(0%(56,=,1*$1'&211(&7,216
2)$67(1$//7<3(;'5<:$//:17<3(6'5<:$//6&5(:682&$79(57,&$/-2,176$1'122&$7)/225$1'&(,/,1*5811(56$1'
,17(50(',$7(678'667$**(5-2,176242123326,7(6,'(6
3:$//),1,6+1(('127%($33/,(':+(5(3(50$1(17&$6(:25.,6&29(5,1*7+($33/,&$%/(:$//$5($7<3,&$/*:%0$<%(86(',1
7+(6($5($6:$//-2,1767$3('$1'6$1'('60227+ 812
45()(572),1,6+6&+('8/()25025(,1)250$7,2121),1,6+(6
55()(572(/(9$7,216)25),1,6+/2&$7,216
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8,17(5,25%$77,168/$7,2172%( KNAUF ECOBATT INSULATION OR EQ. ALT.
9$%29(*5$'(:$7(55(6,67$17%8,/',1*:5$372%( WATERBLOCK SYNTHETIC WATER RESISTANT BUILDING WRAP OR EQ. ALT.
10%(/2:*5$'()281'$7,21:$//:$7(53522),1*72%( DAMP PROOFING PER GC.
GENERAL WALL NOTES
6&$/( 1 1
0ROOF TYPES6&$/( 1 1
0
MARK SECTION DESCRIPTION F.P. RATING
METAL ROOFING
EXTERIOR
24*$78'((3&2558*$7('522),1*0(7$/
6$/(625(48$/$/7(51$7(
6(/)$'+(5(':$7(53522),1*0(0%5$1(
81'(5/$<0(17
34$'9$17(&+7 *522)'(&.
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5105 &/26('&(//635$<)2$0,168/$7,21
$33/,(',1',5(&7&217$&7:81'(56,'(2)
522)6+($7+,1*$1'81)$&('5300,1(5$/
:22/,168/$7,21,1),//%(/2:
,17(5,25&(,/,1*),1,6+
OPTION 1: 37'58*:%/(9(/4),1,6+
OPTION 2:58%$/7,&%,5&+3/<:22')$67(1
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7+5($' %5$66&2/25 #162&$/,*1
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INTERIOR
51
EXTERIOR
INTERIOR
GREEN ROOF
EXTERIOR
9(*(7$7,21$663(&,),('
40$;/2$0<&$&7860,;3/$17,1*62,/
121:29(1),/7(5)$%5,&
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600,/(3'00(0%5$1(522),1*
34$'9$17(&+7 *522)'(&.
5,33('726/23(:22')5$0,1*3(5
6758&785$/63(&6:&/26('&(//635$<
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,17(5,25&(,/,1*),1,6+
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7+5($' %5$66&2/25 #162&$/,*1
)$67(1(5/$<287
INTERIOR
EXTERIOR
INTERIOR
52 6/23(14 )7
GENERAL ROOF NOTES
15()(572),1,6+6&+('8/()25025(,1)250$7,2121),1,6+(6
286(*2/'%21';33853/(%2$5'*:%25(4$/7,1/,(82)67$1'$5'*:%$7$//'$0325:(7/2&$7,216
386(&(0(17%2$5'%(+,1'$//7,/($1',1$//',5(&7:(7/2&$7,216
40,1(5$/:22/,168/$7,2172%( ROCKWOOL COMFORT BATT INSULATION OR EQ. ALT.
5522)32/<6,2,168/$7,2172%( RMAX MULTI-MAX FA-3 OR EQ. ALT.
6&/26('&(//635$<)2$0,168/$7,2172%( FOAM IT GREEN 602 OR EQ. ALT.
76(/)$'+(5(':$7(53522),1*0(0%5$1(81'(5/$<0(1772%( VAPROSHIELD SLOPESHIELD PLUS SA OR EQ. ALT
8'5$,1$*(0$772%( CCW MIRADRAIN GR9400 OR EQ. ALT.
95227%$55,(572%( CCW ROOT-BARRIER OR EQ. ALT.
103527(&7,21&2856(72%( CCW 300HV PROTECTION FABRIC OR EQ. ALT.
11(3'00(0%5$1(522),1*72%( FIRESTONE RUBBERGARD 60MIL EPDM SYSTEM OR EQ. ALT.
15()(572),1,6+6&+('8/()25025(,1)250$7,2121),1,6+(6
286(*2/'%21';33853/(%2$5'*:%25(4$/7,1/,(82)67$1'$5'*:%$7$//'$0325:(7/2&$7,216
386(&(0(17%2$5'%(+,1'$//7,/($1',1$//',5(&7:(7/2&$7,216
4:$7(53522),1*0(0%5$1($77,/()/22567258183:$//6$0,12)6
5,17(5,25%$77,168/$7,2172%( KNAUF ECOBATT INSULATION OR EQ. ALT.
6%(/2:*5$'(,168/$7,2172%( OWENS CORNING FOAMULAR 250 (XPS) OR EQ. ALT.
7)/225:$7(53522),1*0(0%5$1(72%( LATICRETE 9235 OR EQ. ALT.
GENERAL FLOOR NOTES
INTERIOR
INTERIOR
:3
INTERIOR 2X4 STUD WALL /// PTD GWB OR
PLYWOOD FINISH
INTERIOR
-/// WALL CONSTRUCTION IS THE SAME AS WALL
TYPE "W3", EXCEPT FOR 2X6 FRAMING ///
INTERIORNOWINDOW DIM (R.O.)LOCATION
WIDTH HEIGHT
REMARKSWINDOW
TYPE
SILL
HEIGHT
(R.O.)
WINDOW SCHEDULE
2
04
0101
102 2
11:+,7($),%(5*/$66/,9,1*0$59,1(66(17,$/
&2//(&7,21
3
04
0103 2
11%),%(5*/$66
OPERATION FINISH
EXTINT
ENERGY SPECS
SHGCU-VALUE
:+,7(%/$&.
%/$&.&$6(0(17
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6((*(1
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6((*(1
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3
04
0105 2
11'),%(5*/$66 :+,7(%/$&.6((*(1
127(6
6((*(1
127(6
106
GENERAL WINDOW NOTES
1),(/'9(5,)<$//528*+23(1,1*635,257225'(5,1*
2$//:,1'2:66+$//%(,168/$7(':,7+$0,1,08089$/8(2)03025$1$9(5$*('727$/
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5:,1'2:*/$=,1*72%(
-MARVIN DOUBLE PANE, "LOW-E1", ARGON FILL PANEL
%$7+
/2)7
NO
DOOR SCHEDULE
DOOR DIM
GENERAL DOOR NOTES
(175<
LOCATION
WIDTH HEIGHT
MANUF.REMARKS
100
DOOR TYPE
15()(5723/$16)256:,1*62)'2256$1''225+$1',1*
2),(/'9(5,)<$//&21',7,216)253/$&(0(176,=($1''(7$,/6
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.(<2563(&,$/.12:/('*(25())257
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THICK-
NESS
MAT'L FINISH
7%'
101
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66
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08//('72:,1'2:1011020$59,1(66(17,$/
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6((*(1
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4
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&23<5,*+702$$UFKLWHFWV3&2020
$OOLGHDVGHVLJQVDQGSODQVLQGLFDWHGRUUHSUHVHQWHG
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02$
ARCHITECT
MOA DESIGN-BUILD
DUSTIN STEPHENS, RA LIC. # 11451
805 722-9083
DSTEPHENS@MO-ARCH.COM
OWNER
CLARITY MILLER
508 4TH STREET
ANACORTES, WA 98221
CLARITYMILLERGOE@GMAIL.COM
F
0,//(5*2(
'(7$7&+('$'8
50847+675((7
$1$&257(6:$98221
$31356508
071320 ,668(')253(50,7
6($/ 6,*1$785(
1 GROUND FLOOR CONSTRUCTION PLAN
SCALE: 1/4"=1'-0"
A101
CONSTRUCTION
PLANS
2 LOFT LEVEL CONSTRUCTION PLAN
SCALE: 1/4"=1'-0"3 ROOF PLAN
SCALE: 1/4"=1'-0"
Washing machine hookups
shall be accessible, and drains
shall be readily accessible
under UPC 606.6, 804.1.
Provide louvered doors or
100sq” make up air opening at
dryer Closet.
12
EX-03
EX-01
EX-04
EX-05
/-20'-4.5"
T.O. ROOF
0'-0"
T.O. FINISHED SLAB
12'-6"
T.O. TOP PLATE
7'-11.625"
T.O.F.F. - LOFT
7'-0.625"
T.O. TOP PLATE
EX-03
EX-01
EX-04
BA
25-FOOT HEIGHT LIMIT
45 DEGREE HEIGHT LIMIT OFF SIDE YARD SETBACK15'-0"SIDE YARD SETBACKSIDE PROPERTY LINEEX-02
/-20'-4.5"
T.O. ROOF
0'-0"
T.O. FINISHED SLAB
12'-6"
T.O. TOP PLATE
7'-11.625"
T.O.F.F. - LOFT
7'-0.625"
T.O. TOP PLATE
5'-0"
12
12
EX-03
EX-03
EX-01
EX-04
AB
/-20'-4.5"
T.O. ROOF
0'-0"
T.O. FINISHED SLAB
12'-6"
T.O. TOP PLATE
7'-11.625"
T.O.F.F. - LOFT
7'-0.625"
T.O. TOP PLATE
EX-02
12
12
/-20'-4.5"
T.O. ROOF
0'-0"
T.O. FINISHED SLAB
12'-6"
T.O. TOP PLATE
7'-11.625"
T.O.F.F. - LOFT
7'-0.625"
T.O. TOP PLATE
21
EX-03
EX-01
EX-04
EX-02
EX-03
EXTERIOR MATERIALS SCHEDULE
APA RATED T1-11 SHEATHINGEX-01
TAG PRODUCT NAME / No.COLOR FINISH SIZE REMARKSMATERIAL / DESCRIPTION MANUFACTURER
TBD CABOT'S SEMI-SOLID
STAIN
4FT X 8FT X 5/8IN
THICK
RUN PANELS VERTICALLY, STAGGER SEAMS AS
SHOWN IN ELEVATIONS
APA RATED PRESSURE TREATED
PLYWOODEX-02
EX-03 CORRUGATED METAL ROOF &
MATCHING TRIM / FLASHING 24GAMETAL SALES OR EQ.
ALT.7/8" CORRUGATED TBD FACTORY FINISH COLOR SELECTION TO BE CERTIFIED BY COOL
ROOF RATING COUNCIL
4FT X 8FT X 5/8IN
THICK
CABOT'S SEMI-SOLID
STAINTBD FASTEN WITH SS DECKING SCREWS AT
MEASURED AND EQUALLY SPACED PLACEMENT
EX-04 CONCRETE COVER BOARD 1/2" THICK PANELTBDFACTORY FINISH FASTEN W/ SS CONCRETE SCREWS
ISSUED FOR PERMITDESCRIPTIONDATE
COPYRIGHT MOA Architects PC, 2020
All ideas, designs, and plans indicated or represented
by these drawings are owned by and are property of
Mobile Office Architects PC (MOA) and were created
and developed as instruments of service in
connection with the specified project. None of such
ideas, designs, or plans shall be used for any
purpose whatsoever without the written permission of
MOA.
ARCHITECT
MOA DESIGN-BUILD
DUSTIN STEPHENS, RA LIC. # 11451
805 722-9083
DSTEPHENS@MO-ARCH.COM
OWNER
CLARITY MILLER
508 4TH STREET
ANACORTES, WA 98221
CLARITYMILLERGOE@GMAIL.COM
c
MILLER / GOE
DETATCHED ADU
508 4TH STREET,
ANACORTES, WA 98221
APN P56508
07/13/20 ISSUED FOR PERMIT
SEAL & SIGNATURE:
1 EAST ELEVATION
SCALE: 1/4"=1'-0"A201
EXTERIOR
ELEVATIONS
2 WEST ELEVATION
SCALE: 1/4"=1'-0"
3 SOUTH ELEVATION
SCALE: 1/4"=1'-0"4 NORTH ELEVATION
SCALE: 1/4"=1'-0"
7'-0"2'-5"12
12
R1
F2
F1
+0-0" (EL. +0'-0")
01 FLOOR
+/- 20'-4.5"
T.O. ROOF
+7'-11.625"
F.F. LOFT
+7'-5/8"
TOP PLATE @ LOFT FRAMING
+12'-6"
TOP PLATE @ ROOF FRAMING
AB
8" TYP.
R10 CONT. RIGID SLAB PERIMETER INSULATION
3" MIN., TYP.1 1/2" MIN. COVERAGE, TYP.
2'-0"BITUMINOUS DAMP-PROOFING AT SLAB EDGE
1/2" CONCRETE PROTECTION BOARD
24GA Z-FLASHING OVER PROTECTION BOARD
2X6 PT LOWER SILL PLATE W/ 2X6 UPPER PLATE,
PROVIDE CONT. FOAM SILL SEAL BETWEEN
LOWER PLATE & CONCRETE
ANCHOR BOLTS PER SHEAR WALL SCHEDULE
WALL ASSEMBLY PER PLAN
2X6 SILL PLATE OVER LOFT SUBFLOOR
9 1/2" X 1 1/4" LVL RIM JOIST, TYP.
2X6 DOUBLE TOP PLATE
2X6 SILL PLATE OVER LOFT SUBFLOOR
SINGLE TOP PLATE OVER WINDOW OPENING
LVL RIM ACTS AS WINDOW HEADER,
PROVIDE TJI HANGER FOR ANY JOIST
ATTACHMENT OVER WINDOW
(3) CONT. #4 HORIZ. REINFORCEMENT BARS
WELDED WIRE REINFORCEMENT PER STRUCTURAL PLANS
#4 BENT HOOKS @ MAX. 48" O.C.
4" BOX GUTTER W/ SS FINE MESH GUTTER
GUARD AND 3" ROUND DOWNSPOUTS
DOUBLE TOP PLATE
SKYLIGHT INSTALLATION PER MANUF'R
INSTALLATION INSTRUCTIONS,
COORDINATE RAFTER LAYOUT WITH
SKYLIGHT ROUGH OPENINGS
2X10 RAFTER TAIL BEYOND BIRDSMOUTH
NOTCH. NOTE THAT RAFTER STRUCTURAL
ANALYSIS IS SHOWN FOR 2X8 RAFTER TO
ACCOUNT FOR DEEPER BIRDSMOUTH
NOTCH. MAX NOTCH FOR 2X8 SIZE =
1.8125", TAIL DEPTH REQ'D = 7.25" - 1.8125"
= 5.1875". 5.375" PROVIDED.
GRADE SLOPES AWAY FROM BUILDING MIN.
1/4" PER FT, TYP. ALL SIDES
12" MIN., (FROST DEPTH)+0-0" (EL. +0'-0")
01 FLOOR
+/- 20'-4.5"
T.O. ROOF
+7'-11.625"
F.F. LOFT
+7'-5/8"
TOP PLATE @ LOFT FRAMING
+12'-6"
TOP PLATE @ ROOF FRAMING
R1
F1
R2
AB
3'-0"7'-0"12
12
12" WIDE X 4" HIGH ALUMINUM SCUPPER
OVERFLOW DRAIN, CONSTRUCT WITH 1/8"
ALUMINUM SHEET
2X4 BUILT-UP CURB, ROOF MEMBRANE WRAPS
COMPLETELY OVER CURB WITH WELDED SEAMS
AND 4" DOWN VERTICAL FACE OF WALL, PROVIDE
METAL FLASHING CAP
Z-FLASHING AT SIDING TO ROOF MEMBRANE
TRANSITION, ROOF MEMBRANE RUNS MIN. 4" ABOVE
TOP OF PARAPET CURB, UP WALL AND UNDER
Z-FLASHING
4X4 APPEARANCE GRADE POST W/ (2) 1/2" PLAIN STEEL
BOLTS, USE SIMPSON DTTZ TIE AT TOP BOLT. 36" SOLID
WALL FASTENS TO POSTS TO PROVIDE GUARDRAIL.
SHIP LADDER ACCESS
TO LOFT
TV LOCATION
WALL TYPES
EXTERIOR 2X6 STUD WALL /// WOOD SHEATHING
FINISH
EXTERIOR
-EXTERIOR WALL FINISH ---
APA RATED 5/8" T1-11 SIDING, SEE EXTERIOR
MATERIALS SCHEDULE FOR FINISH SPECS.
OVER/
-WATER RESISTANT BUILDING WRAP
-2X6 STUD FRAMING PER STRUCTURAL SPECS W/
R-21 KRAFT FACED BATT INSULATION INFILL
-INTERIOR WALL FINISH ---
5/8" BALTIC BIRCH PLYWOOD, FASTEN W/ 1.75"
GRK TRIM-HEAD SCREWS W/ REVERSE THREAD
("BRASS COLOR") @ 16" O.C., ALIGN FASTENER
LAYOUT
INTERIOR
EXTERIOR
INTERIOR
MARK
W1
SECTION DESCRIPTION
SCALE: 1" = 1'-0"
*OPT 1
F.P. RATING
INTERIOR
INTERIOR
W2
INTERIOR 2X6 STUD WALL /// PTD GWB OR
PLYWOOD FINISH
INTERIOR
-/// WALL CONSTRUCTION IS THE SAME AS WALL
TYPE "W3", EXCEPT FOR 2X6 FRAMING ///
INTERIOR
MARK SECTION DESCRIPTION F.P. RATING
FLOOR TYPES
CONCRETE SLAB ON GRADE
INTERIOR
-4" REINFORCED CONCRETE SLAB PER
STRUCTURAL SPECS, FINISH AND SEALER TBD
-2" RIGID INSULATION (R-10)
-10 MIL BLACK POLYETHYLENE VAPOR BARRIER
-2" LEVELING SAND
-6" COMPACTED GRAVEL
-SUBGRADE PER STRUCTURAL SPECS
INTERIOR
F1
SUBGRADE
INTERIOR
TYP WOOD FLOOR
INTERIOR
-FINISHED WOOD FLOORING
-3/4" ADVANTECH T&G SUBFLOOR SHEATHING
(EXPOSURE 1), GLUED W/ SUBFLOOR ADHESIVE
AND NAILED
-TJI WOOD FRAMING PER STRUCTURAL SPECS W/
R-30 MINERAL WOOL INSULATION INFILL
-INTERIOR CEILING FINISH ---
OPTION 1: PTD 5/8" GWB, LEVEL 4 FINISH
OPTION 2: 5/8" BALTIC BIRCH PLYWOOD, FASTEN
W/ 1.75" GRK TRIM-HEAD SCREWS W/ REVERSE
THREAD ("BRASS COLOR") @ 16" O.C., ALIGN
FASTENER LAYOUT
INTERIOR
F2
INTERIOR
INTERIOR
1.REFER TO STRUCTURAL DRAWINGS FOR ALL REBAR AND STRUCTURAL MEMBER SIZING AND CONNECTIONS.
2.FASTEN ALL TYPE-X DRYWALL W/ 1" TYPE-S DRYWALL SCREWS 8" O.C. AT VERTICAL JOINTS AND 12" O.C. AT FLOOR AND CEILING RUNNERS AND
INTERMEDIATE STUDS. STAGGER JOINTS 24" ON OPPOSITE SIDES.
3.WALL "FINISH" NEED NOT BE APPLIED WHERE PERMANENT CASEWORK IS COVERING THE APPLICABLE WALL AREA. TYPICAL GWB MAY BE USED IN
THESE AREAS W/ ALL JOINTS TAPED AND SANDED SMOOTH (UNO).
4.REFER TO FINISH SCHEDULE FOR MORE INFORMATION ON FINISHES
5.REFER TO ELEVATIONS FOR FINISH LOCATIONS
6.USE GOLD BOND XP PURPLE BOARD GWB OR EQ. ALT. IN LIEU OF STANDARD GWB AT ALL DAMP OR WET LOCATIONS (BATHS & LAUNDRY AREAS).
7.USE CEMENT BOARD BEHIND ALL TILE AND IN ALL DIRECT WET LOCATIONS.
8.INTERIOR BATT INSULATION TO BE: KNAUF ECOBATT INSULATION OR EQ. ALT.
9.ABOVE GRADE WATER RESISTANT BUILDING WRAP TO BE: WATERBLOCK SYNTHETIC WATER RESISTANT BUILDING WRAP OR EQ. ALT.
10.BELOW GRADE FOUNDATION WALL WATERPROOFING TO BE: DAMP PROOFING PER GC.
GENERAL WALL NOTES
SCALE: 1" = 1'-0"ROOF TYPESSCALE: 1" = 1'-0"
MARK SECTION DESCRIPTION F.P. RATING
METAL ROOFING
EXTERIOR
-24GA 7/8" DEEP CORRUGATED ROOFING, METAL
SALES OR EQUAL ALTERNATE
-SELF-ADHERED WATERPROOFING MEMBRANE
UNDERLAYMENT
-3/4" ADVANTECH T&G ROOF DECK
-WOOD FRAMING PER STRUCTURAL SPECS W/ 1.5"
(R10.5) CLOSED CELL SPRAY FOAM INSULATION
APPLIED IN DIRECT CONTACT W/ UNDERSIDE OF
ROOF SHEATHING AND UNFACED R-30 MINERAL
WOOL INSULATION INFILL BELOW.
-INTERIOR CEILING FINISH ---
OPTION 1: PTD 5/8" GWB, LEVEL 4 FINISH
OPTION 2: 5/8" BALTIC BIRCH PLYWOOD, FASTEN
W/ 1.75" GRK TRIM-HEAD SCREWS W/ REVERSE
THREAD ("BRASS COLOR") @ 16" O.C., ALIGN
FASTENER LAYOUT
INTERIOR
R1
EXTERIOR
INTERIOR
GREEN ROOF
EXTERIOR
-VEGETATION AS SPECIFIED
-4" MAX LOAMY "CACTUS MIX" PLANTING SOIL
-NON-WOVEN FILTER FABRIC
-DRAINAGE MAT
-ROOT BARRIER
-PROTECTION COURSE
-60 MIL EPDM MEMBRANE ROOFING
-3/4" ADVANTECH T&G ROOF DECK
-RIPPED TO SLOPE WOOD FRAMING PER
STRUCTURAL SPECS W/ CLOSED CELL SPRAY
FOAM INSULATION (6" AVERAGE THICKNESS, R-42)
-INTERIOR CEILING FINISH ---
OPTION 1: PTD 5/8" GWB, LEVEL 4 FINISH
OPTION 2: 5/8" BALTIC BIRCH PLYWOOD, FASTEN
W/ 1.75" GRK TRIM-HEAD SCREWS W/ REVERSE
THREAD ("BRASS COLOR") @ 16" O.C., ALIGN
FASTENER LAYOUT
INTERIOR
EXTERIOR
INTERIOR
R2 SLOPE 1/4":FT
GENERAL ROOF NOTES
1.REFER TO FINISH SCHEDULE FOR MORE INFORMATION ON FINISHES
2.USE GOLD BOND XP PURPLE BOARD GWB OR EQ. ALT. IN LIEU OF STANDARD GWB AT ALL DAMP OR WET LOCATIONS.
3.USE CEMENT BOARD BEHIND ALL TILE AND IN ALL DIRECT WET LOCATIONS.
4.MINERAL WOOL INSULATION TO BE: ROCKWOOL COMFORT BATT INSULATION OR EQ. ALT.
5.ROOF POLYSIO INSULATION TO BE: RMAX MULTI-MAX FA-3 OR EQ. ALT.
6.CLOSED CELL SPRAY FOAM INSULATION TO BE: FOAM IT GREEN 602 OR EQ. ALT.
7.SELF-ADHERED WATERPROOFING MEMBRANE UNDERLAYMENT TO BE: VAPROSHIELD SLOPESHIELD PLUS SA OR EQ. ALT
8.DRAINAGE MAT TO BE: CCW MIRADRAIN GR9400 OR EQ. ALT.
9.ROOT BARRIER TO BE: CCW ROOT-BARRIER OR EQ. ALT.
10.PROTECTION COURSE TO BE: CCW 300HV PROTECTION FABRIC OR EQ. ALT.
11.EPDM MEMBRANE ROOFING TO BE: FIRESTONE RUBBERGARD 60MIL EPDM SYSTEM OR EQ. ALT.
1.REFER TO FINISH SCHEDULE FOR MORE INFORMATION ON FINISHES
2.USE GOLD BOND XP PURPLE BOARD GWB OR EQ. ALT. IN LIEU OF STANDARD GWB AT ALL DAMP OR WET LOCATIONS.
3.USE CEMENT BOARD BEHIND ALL TILE AND IN ALL DIRECT WET LOCATIONS.
4.WATERPROOFING MEMBRANE AT TILE FLOORS TO RUN UP WALLS A MIN. OF 6"
5.INTERIOR BATT INSULATION TO BE: KNAUF ECOBATT INSULATION OR EQ. ALT.
6.BELOW GRADE INSULATION TO BE: OWENS CORNING FOAMULAR 250 (XPS) OR EQ. ALT.
7.FLOOR WATERPROOFING MEMBRANE TO BE: LATICRETE 9235 OR EQ. ALT.
GENERAL FLOOR NOTES
INTERIOR
INTERIOR
W3
INTERIOR 2X4 STUD WALL /// PTD GWB OR
PLYWOOD FINISH
INTERIOR
-/// WALL CONSTRUCTION IS THE SAME AS WALL
TYPE "W3", EXCEPT FOR 2X6 FRAMING ///
INTERIOR
ISSUED FOR PERMITDESCRIPTIONDATE
COPYRIGHT MOA Architects PC, 2020
All ideas, designs, and plans indicated or represented
by these drawings are owned by and are property of
Mobile Office Architects PC (MOA) and were created
and developed as instruments of service in
connection with the specified project. None of such
ideas, designs, or plans shall be used for any
purpose whatsoever without the written permission of
MOA.
ARCHITECT
MOA DESIGN-BUILD
DUSTIN STEPHENS, RA LIC. # 11451
805 722-9083
DSTEPHENS@MO-ARCH.COM
OWNER
CLARITY MILLER
508 4TH STREET
ANACORTES, WA 98221
CLARITYMILLERGOE@GMAIL.COM
c
MILLER / GOE
DETATCHED ADU
508 4TH STREET,
ANACORTES, WA 98221
APN P56508
07/13/20 ISSUED FOR PERMIT
SEAL & SIGNATURE:
1 BUILDING CROSS SECTION
SCALE: 1/4"=1'-0"2 BUILDING CROSS SECTION
SCALE: 1/4"=1'-0"
A301
CONSTRUCTION
SECTIONS
1 2
+0-0" (EL. +0'-0")
01 FLOOR
+/- 20'-4.5"
T.O. ROOF
+7'-11.625"
F.F. LOFT
+7'-5/8"
TOP PLATE @ LOFT FRAMING
+12'-6"
TOP PLATE @ ROOF FRAMING
3'-0"7'-0"3'-0"3'-0"WALL TYPES
EXTERIOR 2X6 STUD WALL /// WOOD SHEATHING
FINISH
EXTERIOR
-EXTERIOR WALL FINISH ---
APA RATED 5/8" T1-11 SIDING, SEE EXTERIOR
MATERIALS SCHEDULE FOR FINISH SPECS.
OVER/
-WATER RESISTANT BUILDING WRAP
-2X6 STUD FRAMING PER STRUCTURAL SPECS W/
R-21 KRAFT FACED BATT INSULATION INFILL
-INTERIOR WALL FINISH ---
5/8" BALTIC BIRCH PLYWOOD, FASTEN W/ 1.75"
GRK TRIM-HEAD SCREWS W/ REVERSE THREAD
("BRASS COLOR") @ 16" O.C., ALIGN FASTENER
LAYOUT
INTERIOR
EXTERIOR
INTERIOR
MARK
W1
SECTION DESCRIPTION
SCALE: 1" = 1'-0"
*OPT 1
F.P. RATING
INTERIOR
INTERIOR
W2
INTERIOR 2X6 STUD WALL /// PTD GWB OR
PLYWOOD FINISH
INTERIOR
-/// WALL CONSTRUCTION IS THE SAME AS WALL
TYPE "W3", EXCEPT FOR 2X6 FRAMING ///
INTERIOR
MARK SECTION DESCRIPTION F.P. RATING
FLOOR TYPES
CONCRETE SLAB ON GRADE
INTERIOR
-4" REINFORCED CONCRETE SLAB PER
STRUCTURAL SPECS, FINISH AND SEALER TBD
-2" RIGID INSULATION (R-10)
-10 MIL BLACK POLYETHYLENE VAPOR BARRIER
-2" LEVELING SAND
-6" COMPACTED GRAVEL
-SUBGRADE PER STRUCTURAL SPECS
INTERIOR
F1
SUBGRADE
INTERIOR
TYP WOOD FLOOR
INTERIOR
-FINISHED WOOD FLOORING
-3/4" ADVANTECH T&G SUBFLOOR SHEATHING
(EXPOSURE 1), GLUED W/ SUBFLOOR ADHESIVE
AND NAILED
-TJI WOOD FRAMING PER STRUCTURAL SPECS W/
R-30 MINERAL WOOL INSULATION INFILL
-INTERIOR CEILING FINISH ---
OPTION 1: PTD 5/8" GWB, LEVEL 4 FINISH
OPTION 2: 5/8" BALTIC BIRCH PLYWOOD, FASTEN
W/ 1.75" GRK TRIM-HEAD SCREWS W/ REVERSE
THREAD ("BRASS COLOR") @ 16" O.C., ALIGN
FASTENER LAYOUT
INTERIOR
F2
INTERIOR
INTERIOR
1.REFER TO STRUCTURAL DRAWINGS FOR ALL REBAR AND STRUCTURAL MEMBER SIZING AND CONNECTIONS.
2.FASTEN ALL TYPE-X DRYWALL W/ 1" TYPE-S DRYWALL SCREWS 8" O.C. AT VERTICAL JOINTS AND 12" O.C. AT FLOOR AND CEILING RUNNERS AND
INTERMEDIATE STUDS. STAGGER JOINTS 24" ON OPPOSITE SIDES.
3.WALL "FINISH" NEED NOT BE APPLIED WHERE PERMANENT CASEWORK IS COVERING THE APPLICABLE WALL AREA. TYPICAL GWB MAY BE USED IN
THESE AREAS W/ ALL JOINTS TAPED AND SANDED SMOOTH (UNO).
4.REFER TO FINISH SCHEDULE FOR MORE INFORMATION ON FINISHES
5.REFER TO ELEVATIONS FOR FINISH LOCATIONS
6.USE GOLD BOND XP PURPLE BOARD GWB OR EQ. ALT. IN LIEU OF STANDARD GWB AT ALL DAMP OR WET LOCATIONS (BATHS & LAUNDRY AREAS).
7.USE CEMENT BOARD BEHIND ALL TILE AND IN ALL DIRECT WET LOCATIONS.
8.INTERIOR BATT INSULATION TO BE: KNAUF ECOBATT INSULATION OR EQ. ALT.
9.ABOVE GRADE WATER RESISTANT BUILDING WRAP TO BE: WATERBLOCK SYNTHETIC WATER RESISTANT BUILDING WRAP OR EQ. ALT.
10.BELOW GRADE FOUNDATION WALL WATERPROOFING TO BE: DAMP PROOFING PER GC.
GENERAL WALL NOTES
SCALE: 1" = 1'-0"ROOF TYPESSCALE: 1" = 1'-0"
MARK SECTION DESCRIPTION F.P. RATING
METAL ROOFING
EXTERIOR
-24GA 7/8" DEEP CORRUGATED ROOFING, METAL
SALES OR EQUAL ALTERNATE
-SELF-ADHERED WATERPROOFING MEMBRANE
UNDERLAYMENT
-3/4" ADVANTECH T&G ROOF DECK
-WOOD FRAMING PER STRUCTURAL SPECS W/ 1.5"
(R10.5) CLOSED CELL SPRAY FOAM INSULATION
APPLIED IN DIRECT CONTACT W/ UNDERSIDE OF
ROOF SHEATHING AND UNFACED R-30 MINERAL
WOOL INSULATION INFILL BELOW.
-INTERIOR CEILING FINISH ---
OPTION 1: PTD 5/8" GWB, LEVEL 4 FINISH
OPTION 2: 5/8" BALTIC BIRCH PLYWOOD, FASTEN
W/ 1.75" GRK TRIM-HEAD SCREWS W/ REVERSE
THREAD ("BRASS COLOR") @ 16" O.C., ALIGN
FASTENER LAYOUT
INTERIOR
R1
EXTERIOR
INTERIOR
GREEN ROOF
EXTERIOR
-VEGETATION AS SPECIFIED
-4" MAX LOAMY "CACTUS MIX" PLANTING SOIL
-NON-WOVEN FILTER FABRIC
-DRAINAGE MAT
-ROOT BARRIER
-PROTECTION COURSE
-60 MIL EPDM MEMBRANE ROOFING
-3/4" ADVANTECH T&G ROOF DECK
-RIPPED TO SLOPE WOOD FRAMING PER
STRUCTURAL SPECS W/ CLOSED CELL SPRAY
FOAM INSULATION (6" AVERAGE THICKNESS, R-42)
-INTERIOR CEILING FINISH ---
OPTION 1: PTD 5/8" GWB, LEVEL 4 FINISH
OPTION 2: 5/8" BALTIC BIRCH PLYWOOD, FASTEN
W/ 1.75" GRK TRIM-HEAD SCREWS W/ REVERSE
THREAD ("BRASS COLOR") @ 16" O.C., ALIGN
FASTENER LAYOUT
INTERIOR
EXTERIOR
INTERIOR
R2 SLOPE 1/4":FT
GENERAL ROOF NOTES
1.REFER TO FINISH SCHEDULE FOR MORE INFORMATION ON FINISHES
2.USE GOLD BOND XP PURPLE BOARD GWB OR EQ. ALT. IN LIEU OF STANDARD GWB AT ALL DAMP OR WET LOCATIONS.
3.USE CEMENT BOARD BEHIND ALL TILE AND IN ALL DIRECT WET LOCATIONS.
4.MINERAL WOOL INSULATION TO BE: ROCKWOOL COMFORT BATT INSULATION OR EQ. ALT.
5.ROOF POLYSIO INSULATION TO BE: RMAX MULTI-MAX FA-3 OR EQ. ALT.
6.CLOSED CELL SPRAY FOAM INSULATION TO BE: FOAM IT GREEN 602 OR EQ. ALT.
7.SELF-ADHERED WATERPROOFING MEMBRANE UNDERLAYMENT TO BE: VAPROSHIELD SLOPESHIELD PLUS SA OR EQ. ALT
8.DRAINAGE MAT TO BE: CCW MIRADRAIN GR9400 OR EQ. ALT.
9.ROOT BARRIER TO BE: CCW ROOT-BARRIER OR EQ. ALT.
10.PROTECTION COURSE TO BE: CCW 300HV PROTECTION FABRIC OR EQ. ALT.
11.EPDM MEMBRANE ROOFING TO BE: FIRESTONE RUBBERGARD 60MIL EPDM SYSTEM OR EQ. ALT.
1.REFER TO FINISH SCHEDULE FOR MORE INFORMATION ON FINISHES
2.USE GOLD BOND XP PURPLE BOARD GWB OR EQ. ALT. IN LIEU OF STANDARD GWB AT ALL DAMP OR WET LOCATIONS.
3.USE CEMENT BOARD BEHIND ALL TILE AND IN ALL DIRECT WET LOCATIONS.
4.WATERPROOFING MEMBRANE AT TILE FLOORS TO RUN UP WALLS A MIN. OF 6"
5.INTERIOR BATT INSULATION TO BE: KNAUF ECOBATT INSULATION OR EQ. ALT.
6.BELOW GRADE INSULATION TO BE: OWENS CORNING FOAMULAR 250 (XPS) OR EQ. ALT.
7.FLOOR WATERPROOFING MEMBRANE TO BE: LATICRETE 9235 OR EQ. ALT.
GENERAL FLOOR NOTES
INTERIOR
INTERIOR
W3
INTERIOR 2X4 STUD WALL /// PTD GWB OR
PLYWOOD FINISH
INTERIOR
-/// WALL CONSTRUCTION IS THE SAME AS WALL
TYPE "W3", EXCEPT FOR 2X6 FRAMING ///
INTERIOR
ISSUED FOR PERMITDESCRIPTIONDATE
COPYRIGHT MOA Architects PC, 2020
All ideas, designs, and plans indicated or represented
by these drawings are owned by and are property of
Mobile Office Architects PC (MOA) and were created
and developed as instruments of service in
connection with the specified project. None of such
ideas, designs, or plans shall be used for any
purpose whatsoever without the written permission of
MOA.
ARCHITECT
MOA DESIGN-BUILD
DUSTIN STEPHENS, RA LIC. # 11451
805 722-9083
DSTEPHENS@MO-ARCH.COM
OWNER
CLARITY MILLER
508 4TH STREET
ANACORTES, WA 98221
CLARITYMILLERGOE@GMAIL.COM
c
MILLER / GOE
DETATCHED ADU
508 4TH STREET,
ANACORTES, WA 98221
APN P56508
07/13/20 ISSUED FOR PERMIT
SEAL & SIGNATURE:
3 BUILDING LONGITUDINAL SECTION
SCALE: 1/4"=1'-0"
A301
CONSTRUCTION
SECTIONS
A21B22'-0"14'-0"A21B22'-0"14'-0"N2LOFT LEVEL SHEARWALL PLANSCALE 1/4" = 1'-0"PLANSSTRUCTURALS100ISSUED FOR PERMITDESCRIPTIONDATE COPYRIGHT MOA Architects PC, 2020All ideas, designs, and plans indicated or representedby these drawings are owned by and are property ofMobile Office Architects PC (MOA) and were createdand developed as instruments of service inconnection with the specified project. None of suchideas, designs, or plans shall be used for anypurpose whatsoever without the written permission ofMOA.ARCHITECTMOA DESIGN-BUILDDUSTIN STEPHENS, RA LIC. # 11451805 722-9083DSTEPHENS@MO-ARCH.COMOWNERCLARITY MILLER508 4TH STREETANACORTES, WA 98221CLARITYMILLERGOE@GMAIL.COMcMILLER / GOEDETATCHED ADU508 4TH STREET,ANACORTES, WA 98221APN P5650807/13/20ISSUED FOR PERMITSEAL & SIGNATURE:N1GROUND LEVEL SHEARWALL PLANSCALE 1/4" = 1'-0"MARKSHEARWALL SCHEDULESHEATHINGNOTES7/16" CD-X OR OSB OR5/8" T1-11 (1) FACESHEARWALL NOTES:1.ALL EXTERIOR WALLS TO BE TYPE 1 U.N.O.2.BLOCK ALL PANEL EDGES3.PROVIDE 3X SILL PLATE4.OFFSET PANEL EDGES5.PROVIDE 1/2" A.B. @ 48" O.C. W/ 1/4" X 3" X 3" PLATE WASHERS6.PROVIDE 1/2" A.B. @ 24" O.C. W/ 1/4" X 3" X 3" PLATE WASHERS7.PROVIDE 1/2" A.B. @ 24" O.C. W/ 1/4" X 3" X 3" PLATE WASHERS8.STUDS SHALL BE SPACED NOT MORE THAN 16" O.C.NAILINGTOP PLCONNECTION8D@ 6" O.C. PNL EDGES8D@ 12"O.C. FIELDBOTTOM PLCONNECTION(2)16D@12" O.C.1,2,5,9LPT5@16" O.C. TO RAKEBOARD & BLOCKINGBETWEEN RAFTERS1
A
2
1
B
22'-0"14'-0"
3
3
2
2
2
1
3'-0"3'-6"
4'-0"
01
A301
01
A301
A
2
1
B
22'-0"14'-0"
01
A301
02
A301
A
2
1
B
22'-0"14'-0"
4 4
44
4 4
01
A301
N
2 UPPER FLOOR FRAMING PLAN
SCALE 1/4" = 1'-0"
PLANS
FRAMING & FOUNDATION
S200 ISSUED FOR PERMITDESCRIPTIONDATE
COPYRIGHT MOA Architects PC, 2020
All ideas, designs, and plans indicated or represented
by these drawings are owned by and are property of
Mobile Office Architects PC (MOA) and were created
and developed as instruments of service in
connection with the specified project. None of such
ideas, designs, or plans shall be used for any
purpose whatsoever without the written permission of
MOA.
ARCHITECT
MOA DESIGN-BUILD
DUSTIN STEPHENS, RA LIC. # 11451
805 722-9083
DSTEPHENS@MO-ARCH.COM
OWNER
CLARITY MILLER
508 4TH STREET
ANACORTES, WA 98221
CLARITYMILLERGOE@GMAIL.COM
c
MILLER / GOE
DETATCHED ADU
508 4TH STREET,
ANACORTES, WA 98221
APN P56508
07/13/20 ISSUED FOR PERMIT
SEAL & SIGNATURE:
N
3 ROOF FRAMING PLAN
SCALE 1/4" = 1'-0"
N
1 FOUNDATION PLAN
SCALE 1/4" = 1'-0"
STRUCTURAL NOTES
1
2
3
4
5
6" THICK CONC. EQUIPMENT PAD,
SET 2" ABOVE FINISHED GRADE,
REINFORCE W/ 6X6 WELDED WIRE
MESH, HARD TROWEL SMOOTH
TYP. THICKENED SLAB FOOTING:
1'-4" WIDE W/ 2-#5 BARS TOP AND
BOTTOM. SEE SECTION DETAILS.
SAW CUT CONTROL JOINT IN SLAB,
7/8" DEEP
SKYLIGHT OPENING IN ROOF DECK,
SKYLIGHT R.O. FITS BETWEEN TYP.
FRAMING SPACING
FOUNDATION GENERAL NOTES
1. Concrete shall have a minimum specified compressive strength of 3,000 psi at 28 days. The maximum weight
of fly ash, other pozzolans, silica fume, slag or blended cements that is included in concrete mixtures for garage
floor slabs and for exterior porches, carport slabs and steps that will be exposed to deicing chemicals shall not
exceed the percentages of the total weight of cementitious materials specified in Section 19.3.3.4 of ACI 318.
Materials used to produce concrete and testing thereof shall comply with the applicable standards listed in Chapters
19 and 20 of ACI 318 or ACI 332. Concrete shall be air-entrained. Total air content (percent by volume of concrete)
shall be not less than 5 percent or more than 7 percent. *For garage floors with a steel-troweled finish, reduction of
the total air content (percent by volume of concrete) to not less than 3 percent is permitted if the specified
compressive strength of the concrete is increased to not less than 4,000 psi.
2. Where a construction joint is created between a footing and a stem wall, a minimum of one vertical No. 4 bar
must be provided at not more than 4 feet on center. The vertical bar must extend to 3 inches clear of the bottom of
the footing, have a standard hook and extend a minimum of 14 inches into the stem wall. Skagit County policy
requires that these vertical bars be placed in the forms prior to the footing inspection and that concrete be cast with
bars in place. Rebar with hooks may not be wet-set under Skagit County policy.
3. Foundation plates must be bolted to foundation with not less than 1/2" steel bolts embedded 7" minimum into
concrete and spaced not more than 4' apart. There must be at least two bolts per piece with one bolt located
between 3 ½" and 12" from each end of each piece.
MARK
HEADER / BEAM SCHEDULE
HEADER / BEAM
H1, H2
NOTES
H3, H4
RIM BOARD ABOVE ACTS AS
HEADER (LVL 1.25 X 9.5)
3.5" X 12" 24F-V4 DF GLULAM
HEADER / BEAM NOTES:
1.REFER TO STRUCTURAL CALCULATIONS PACKAGE FOR ADDITIONAL DETAILS ON ADDITIONAL REQUIREMENTS FOR BEARING AREA,
BLOCKING, AND ATTACHMENT.
2.REFER TO IRC TABLE 602.7(1) FOR STANDARD MEMBER SIZING.
B1 SEE STRUCTURAL CALCULATIONS
FRAME DOWN FOR ROUGH OPENING AS REQUIRED
4X10 #2 OR BETTER HEM FIR
BEARING # OF KING
STUDS
4x6 POST TO
HEADER BELOW
2 TRIMMER STUDS
EACH SIDE
1 EACH SIDE
2 TRIMMER STUDS
EACH SIDE
2 KING STUDS
EACH SIDE SEE STRUCTURAL CALCULATIONS
H7 4X8 #2 OR BETTER HEM FIR 2 TRIMMER STUDS
EACH SIDE 1 EACH SIDE SEE STRUCTURAL CALCULATIONS
H5, H6 4X10 #2 OR BETTER HEM FIR 2 TRIMMER STUDS
EACH SIDE
1 KING STUD
EACH SIDE SEE STRUCTURAL CALCULATIONS
pg. 1 of 5
MILLER / GOE DETACHED ADU
STRUCTURAL CALCULATIONS
PREPARED BY MOA, DUSTIN STEPHENS, ARCHITECT
ISSUED FOR PERMIT 07/13/2020
STRUCTURAL DESIGN CRITERIA:
Snow Load: 25 psf
Seismic Zone: D1
Wind Speed: Ultimate 110mph, Wind Exposure B
Assumed Soil Bearing Capacity: 1500 psf
Frost Depth: 12”
NOTE: REFER AND REVIEW ALL ATTACHMENTS W/ MANUFACTURER DATA AND STRUCTRUAL MEMBER CALCS.
pg. 2 of 5
ROOF DEAD LOADS
Type R1:
Metal Roofing = 2.0 psf
Self-Adhered Underlayment = 0.5 psf
23/32” Roof Deck = 2.4 psf
2x10 Roof Framing = 2.5 psf
1.5” Closed Cell Spray Foam Insulation = 1 psf
R-30 Mineral Wool Batt Insulation = 2 psf
5/8” Finish Ply = 2.0 psf
TOTAL = 12.4 psf, round to 15 psf
Type R2:
4” Loamy Soil (wet) = 30 psf
Filter Fabric & Drain Matt = 0.25 psf
60 mil EPDM Membrane = 1.0 psf
23/32” Roof Deck = 2.4 psf
2x8 Ripped Roof Framing = 2.0 psf
6” Closed Cell Spray Foam Insulation = 1.5 psf
5/8” Finish Ply = 2.0 psf
TOTAL = 39.5 psf, round to 40 psf
FLOOR DEAD LOADS
Type F1:
Hardwood or Tile Finish : 4.0 psf
23/32" Plywood Subfloor = 2.4 psf
TJI Framing = 2.8 psf
Insulation = 2.0 psf
5/8” Plywood Finish = 2.0 psf
TOTAL = 13.2 psf, round to 15 psf
pg. 3 of 5
BRACED WALLS - Per Requirements of IRC TABLE 602.10.3(3) – Wall Bracing
General Notes:
1. All shear walls factored meet the minimum length requirement by factors shown in IRC Table 602.10.5.
2. Average wall height used in wall height factor for sloping walls.
LEVEL ONE:
Wall Line A:
Provided Braced Wall Lengths = 5’-6” + 5’-6” =11’-0”
Total Wall Length = 14’-0”
Use Bracing “CS-WSP” per IRC 602.10
Seismic is greater requirement per R602.10.3(1) and R602.10.3(3) = 3.0ft (per IRC R602.10.3(3)), x1.6
(story height, projected from table), All other scaling factors 1.0 or not applicable = 4.8ft required
Note: See tall stud lateral analysis in structural member calcs. Refer to RXXX Exception #2 for acceptable
wall height up to 18ft, actual average wall height = 15’-8”
Provided CS-WSP shear wall length exceeds minimum required.
Wall Line B:
Provided Braced Wall Lengths = 4’-0” + 4’-3” +4’-7” = 12’-10”
Total Wall Length = 22’-0”
Use Bracing “CS-WSP” per IRC 602.10
Seismic is greater requirement per R602.10.3(1) and R602.10.3(3) = 8.5ft (per IRC R602.10.3(3)) x1.2 (story
height, partial 12’ high wall), all scaling factors 1.0 or not applicable = 10.2 ft required
Provided CS-WSP shear wall length exceeds minimum required.
Wall Line C :
Provided Braced Wall Lengths = 11’-0” + 4’-0” = 15’-0”
Total Wall Length = 22’-0”
Use Bracing “CS-WSP” per IRC 602.10
Seismic is greater requirement per R602.10.3(1) and R602.10.3(3) = 8.5ft (per IRC R602.10.3(3)) x 1.2
(story height, partial 12’ high wall), all scaling factors 1.0 or not applicable) = 10.2ft required
Provided CS-WSP shear wall length exceeds minimum required.
Wall Line D:
Provided Shear Wall Lengths = 8’-1” + 2’-8” = 10’-9”
Total Braced Wall Length = 14’-0”
Use Bracing “CS-WSP” per IRC 602.10
pg. 4 of 5
Seismic is greater requirement per R602.10.3(1) and R602.10.3(3) = 3.0ft (per IRC R602.10.3(3), all
adjustment factor items 1.0 or not applicable) = 3.0ft required
Provided CS-WSP shear wall length exceeds minimum required.
Wall Line E:
Provided Shear Wall Lengths = 5’-6” + 5’-6” = 11’-0”
Total Braced Wall Length = 14’-0”
Use Bracing “CS-WSP” per IRC 602.10
Seismic is greater requirement per R602.10.3(1) and R602.10.3(3) = 2.5ft (per IRC R602.10.3(3), all
adjustment factor items 1.0 or not applicable) = 2.5ft required
Provided CS-WSP shear wall length exceeds minimum required.
Wall Line F:
Provided Shear Wall Lengths = 11’-0” + 4’-0” = 15’-0”
Total Braced Wall Length = 22’-0”
Use Bracing “CS-WSP” per IRC 602.10
Seismic is greater requirement per R602.10.3(1) and R602.10.3(3) = 4.0ft (per IRC R602.10.3(3), x 1.2
(story height, partial 12’ high wall), all adjustment factor items 1.0 or not applicable) = 4.8ft required
Provided CS-WSP shear wall length exceeds minimum required.
Wall Line G:
Provided Shear Wall Lengths = 11’-0” + 4’-0” = 15’-0”
Total Braced Wall Length = 22’-0”
Use Bracing “CS-WSP” per IRC 602.10
Seismic is greater requirement per R602.10.3(1) and R602.10.3(3) = 4.0ft (per IRC R602.10.3(3), x 1.2
(story height, partial 12’ high wall), all adjustment factor items 1.0 or not applicable) = 4.8ft required
Provided CS-WSP shear wall length exceeds minimum required.
pg. 5 of 5
ROOF RAFTER DESIGN:
Refer to attached calculations.
UPLIFT RAFTER CONNECTIONS:
Per Table R802.11 – 86 lbs per connection required
Use (1) Simpson H2.5A at each rafter to top plate connection (495lb allowable uplift)
FLOOR JOIST DESIGN:
Refer to Framing Plans, attached manufacturer span table, and individual member calculation. Use 9-1/2”
Weyerhauser TrusJoist TJI 210 U.N.O.
BEAM AND HEADER DESIGN:
Refer to framing plans and attached individual member calculations.
FOOTING DESIGN – Per Requirements of IRC Table R403.1(1)
Refer to Foundation Plan and Details for more information.
Soil bearing capacity = 1500lbs/sqft
LOFT
Member Name Results Current Solution Comments
Floor: Joist Typical Passed 1 piece(s) 9 1/2" TJI® 210 @ 16" OC
Wall: Headers H5 & H6 Passed 1 piece(s) 4 x 10 Hem-Fir No. 2
ROOF
Member Name Results Current Solution Comments
Roof: Joist Typical @ Roof Type
R1
Passed 1 piece(s) 2 x 8 Hem-Fir No. 2 @ 24" OC
Roof: Ridge Beam B1 Passed 1 piece(s) 3 1/2" x 15" 24F-V4 DF Glulam
Roof: Joist @ Low Roof (Type
R2)
Passed 1 piece(s) 2 x 6 Hem-Fir No. 2 @ 16" OC
GROUND
Member Name Results Current Solution Comments
Wall: Header H3 & H4 Passed 1 piece(s) 4 x 10 Hem-Fir No. 2
Wall: Tall Stud @ E & W Walls Passed 1 piece(s) 2 x 6 Hem-Fir No. 2 @ 16" OC
Wall: Tallest Stud @ Gable End Passed 1 piece(s) 2 x 6 Hem-Fir No. 2 @ 16" OC
Wall: Header H7 Passed 1 piece(s) 4 x 8 Hem-Fir No. 2
Cap Sante ADU
JOB SUMMARY REPORT
ForteWEB Software Operator Job Notes 7/13/2020 8:27:48 PM UTCDustin R Stephens
Mobile Office Architects, PC
(805) 722-9083
dstephens@mo-arch.com
ForteWEB v3.0
File Name: Cap Sante ADU
Page 1 / 10
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)495 @ 3"1198 (2.50")Passed (41%)1.00 1.0 D + 1.0 L (All Spans)
Shear (lbs)480 @ 4"1330 Passed (36%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1609 @ 6' 10 1/2"3000 Passed (54%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.185 @ 6' 10 1/2"0.331 Passed (L/859)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.255 @ 6' 10 1/2"0.663 Passed (L/624)--1.0 D + 1.0 L (All Spans)
TJ-Pro™ Rating 46 40 Passed ----
System : Floor
Member Type : Joist
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•A structural analysis of the deck has not been performed.
•Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge™ Panel (24" Span Rating) that is glued and nailed down.
•Additional considerations for the TJ-Pro™ Rating include: None.
• Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Stud wall - SPF 4.00"2.50"1.75"138 367 505 1 1/2" Rim Board
2 - Stud wall - SPF 4.00"2.50"1.75"138 367 505 1 1/2" Rim Board
•TJI joists are only analyzed using Maximum Allowable bracing solutions.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 1" o/c
Bottom Edge (Lu)13' 6" o/c
Dead Floor Live
Vertical Load Location (Side)Spacing (0.90)(1.00)Comments
1 - Uniform (PSF)0 to 13' 9"16"15.0 40.0 Default Load
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Dustin Stephens, RA
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
LOFT, Floor: Joist Typical
1 piece(s) 9 1/2" TJI® 210 @ 16" OC
ForteWEB Software Operator Job Notes 7/13/2020 8:27:48 PM UTCDustin R Stephens
Mobile Office Architects, PC
(805) 722-9083
dstephens@mo-arch.com
ForteWEB v3.0, Engine: V8.1.1.11, Data: V8.0.0.0
File Name: Cap Sante ADU
Page 2 / 10
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1603 @ 1 1/2"4253 (3.00")Passed (38%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1544 @ 1' 1/4"3723 Passed (41%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2517 @ 1' 9"4879 Passed (52%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.008 @ 1' 9"0.081 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.013 @ 1' 9"0.162 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"665 939 1604 None
2 - Trimmer - SPF 3.00"3.00"1.50"665 939 1604 None
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)Continuous
Bottom Edge (Lu)Continuous
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 3' 6"N/A 8.2 --
1 - Point (lb)1' 9"N/A 1213 1790 Default Load
2 - Uniform (PSF)0 to 3' 6"1'25.0 25.0
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Dustin Stephens, RA
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
LOFT, Wall: Headers H5 & H6
1 piece(s) 4 x 10 Hem-Fir No. 2
ForteWEB Software Operator Job Notes 7/13/2020 8:27:48 PM UTCDustin R Stephens
Mobile Office Architects, PC
(805) 722-9083
dstephens@mo-arch.com
ForteWEB v3.0, Engine: V8.1.1.11, Data: V8.0.0.0
File Name: Cap Sante ADU
Page 3 / 10
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)302 @ 7' 6 1/4"911 (1.50")Passed (33%)--1.0 D + 1.0 S (Alt Spans)
Shear (lbs)263 @ 7' 1 1/8"1251 Passed (21%)1.15 1.0 D + 1.0 S (Alt Spans)
Moment (Ft-lbs)494 @ 4' 3"1477 Passed (33%)1.15 1.0 D + 1.0 S (Alt Spans)
Live Load Defl. (in)0.068 @ 4' 2 5/8"0.312 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.125 @ 4' 2 11/16"0.468 Passed (L/898)--1.0 D + 1.0 S (Alt Spans)
System : Roof
Member Type : Joist
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
Member Pitch : 12/12
•Deflection criteria: LL (L/360) and TL (L/240).
•Overhang deflection criteria: LL (2L/360) and TL (2L/240).
•Birdsmouth cut has not been analyzed.
•A 15% increase in the moment capacity has been added to account for repetitive member usage.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• ¹ See Connector grid below for additional information and/or requirements.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Birdsmouth - SPF 5.50"5.50"1.50"181 213 394 Blocking
2 - Hanger on 7 1/4" SPF beam 3.50"Hanger¹1.50"147 179 326 See note ¹
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)Continuous
Bottom Edge (Lu)Continuous
Connector: Simpson Strong-Tie
Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories
2 - Face Mount Hanger Connector not found N/A N/A N/A N/A
•Refer to manufacturer notes and instructions for proper installation and use of all connectors.
Dead Snow
Vertical Load Location (Side)Spacing (0.90)(1.15)Comments
1 - Uniform (PSF)0 to 7' 9 3/4"24"15.0 25.0 Default Load
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Dustin Stephens, RA
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.Member Length : 11' 2 7/8"
MEMBER REPORT PASSED
ROOF, Roof: Joist Typical @ Roof Type R1
1 piece(s) 2 x 8 Hem-Fir No. 2 @ 24" OC
ForteWEB Software Operator Job Notes 7/13/2020 8:27:48 PM UTCDustin R Stephens
Mobile Office Architects, PC
(805) 722-9083
dstephens@mo-arch.com
ForteWEB v3.0, Engine: V8.1.1.11, Data: V8.0.0.0
File Name: Cap Sante ADU
Page 4 / 10
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3223 @ 10 3/4"8181 (5.50")Passed (39%)--1.0 D + 1.0 S (Adj Spans)
Shear (lbs)2567 @ 2' 4 1/2"10666 Passed (24%)1.15 1.0 D + 1.0 S (Adj Spans)
Pos Moment (Ft-lbs)15937 @ 11' 8"30188 Passed (53%)1.15 1.0 D + 1.0 S (Alt Spans)
Neg Moment (Ft-lbs)-111 @ 10 3/4"23270 Passed (0%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.448 @ 11' 8"0.718 Passed (L/577)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.751 @ 11' 8"1.077 Passed (L/344)--1.0 D + 1.0 S (Alt Spans)
System : Roof
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/360) and TL (L/240).
•Overhang deflection criteria: LL (2L/360) and TL (2L/240).
•Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 21' 5 7/8".
•Critical negative moment adjusted by a volume factor of 1.00 that was calculated using length L = 11 3/16".
•The effects of positive or negative camber have not been accounted for when calculating deflection.
•The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Stud wall - SPF 5.50"5.50"2.17"1301 1922 3223 Blocking
2 - Stud wall - SPF 5.50"5.50"2.17"1301 1922 3223 Blocking
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)Continuous
Bottom Edge (Lu)Continuous
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 23' 4"N/A 12.8 --
1 - Uniform (PSF)0 to 23' 4" (Front)3' 3 1/2"15.0 25.0 Default Load
2 - Uniform (PSF)0 to 23' 4" (Back)3' 3 1/2"15.0 25.0
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Dustin Stephens, RA
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
ROOF, Roof: Ridge Beam B1
1 piece(s) 3 1/2" x 15" 24F-V4 DF Glulam
ForteWEB Software Operator Job Notes 7/13/2020 8:27:48 PM UTCDustin R Stephens
Mobile Office Architects, PC
(805) 722-9083
dstephens@mo-arch.com
ForteWEB v3.0, Engine: V8.1.1.11, Data: V8.0.0.0
File Name: Cap Sante ADU
Page 5 / 10
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)155 @ 3' 9 1/2"911 (1.50")Passed (17%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)116 @ 3' 4"949 Passed (12%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)139 @ 2'921 Passed (15%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.005 @ 2'0.119 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.012 @ 2'0.179 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Roof
Member Type : Joist
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
Member Pitch : 0.25/12
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•A 15% increase in the moment capacity has been added to account for repetitive member usage.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• ¹ See Connector grid below for additional information and/or requirements.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Beam - SPF 3.50"3.50"1.50"107 67 174 Blocking
2 - Hanger on 5 1/2" SPF beam 1.50"Hanger¹1.50"102 64 166 See note ¹
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)3' 10" o/c
Bottom Edge (Lu)3' 10" o/c
Connector: Simpson Strong-Tie
Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories
2 - Face Mount Hanger Connector not found N/A N/A N/A N/A
•Refer to manufacturer notes and instructions for proper installation and use of all connectors.
Dead Snow
Vertical Load Location (Side)Spacing (0.90)(1.15)Comments
1 - Uniform (PSF)0 to 3' 11"16"40.0 25.0 Default Load
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Dustin Stephens, RA
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
ROOF, Roof: Joist @ Low Roof (Type R2)
1 piece(s) 2 x 6 Hem-Fir No. 2 @ 16" OC
ForteWEB Software Operator Job Notes 7/13/2020 8:27:48 PM UTCDustin R Stephens
Mobile Office Architects, PC
(805) 722-9083
dstephens@mo-arch.com
ForteWEB v3.0, Engine: V8.1.1.11, Data: V8.0.0.0
File Name: Cap Sante ADU
Page 6 / 10
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1478 @ 1 1/2"4253 (3.00")Passed (35%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1091 @ 6' 5 3/4"3723 Passed (29%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2301 @ 4' 3"4879 Passed (47%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.032 @ 3' 9 1/4"0.181 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.071 @ 3' 9 3/16"0.363 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"802 40 676 1518 None
2 - Trimmer - SPF 3.00"3.00"1.50"696 -551 1247 None
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)Continuous
Bottom Edge (Lu)Continuous
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 7' 6"N/A 8.2 ----
1 - Point (lb)3"N/A 181 40 213
Roof Load on Stud
(24" o.c. Advanced
Framing)
2 - Point (lb)2' 3"N/A 181 -213
Roof Load on Stud
(24" o.c. Advanced
Framing)
3 - Point (lb)4' 3"N/A 181 -213
Roof Load on Stud
(24" o.c. Advanced
Framing)
4 - Point (lb)6' 3"N/A 181 -213
Roof Load on Stud
(24" o.c. Advanced
Framing)
5 - Uniform (PLF)0 to 7' 6"N/A 35.0 --Wall framing above
(Dead Load)
6 - Uniform (PSF)0 to 7' 6"2'30.0 -25.0
Low Roof Load,
Applies to Header
H3 only
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Dustin Stephens, RA
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
GROUND, Wall: Header H3 & H4
1 piece(s) 4 x 10 Hem-Fir No. 2
ForteWEB Software Operator Job Notes 7/13/2020 8:27:48 PM UTCDustin R Stephens
Mobile Office Architects, PC
(805) 722-9083
dstephens@mo-arch.com
ForteWEB v3.0, Engine: V8.1.1.11, Data: V8.0.0.0
File Name: Cap Sante ADU
Page 7 / 10
Wall Height: 12' 6"Member Height: 12'O. C. Spacing: 16.00"
Design Results Actual Allowed Result LDF Load: Combination
Slenderness 26 50 Passed (52%)----
Compression (lbs)394 4296 Passed (9%)1.25 1.0 D + 1.0 Lr
Plate Bearing (lbs)394 4383 Passed (9%)--1.0 D + 1.0 Lr
Lateral Reaction (lbs)103 ----1.60 1.0 D + 0.6 W
Lateral Shear (lbs)95 1320 Passed (7%)1.60 1.0 D + 0.6 W
Lateral Moment (ft-lbs)308 @ mid-span 1264 Passed (24%)1.60 1.0 D + 0.6 W
Total Deflection (in)0.21 @ mid-span 1.20 Passed (L/670)--1.0 D + 0.6 W
Bending/Compression 0.27 1 Passed (27%)1.60 1.0 D + 0.6 W
•Lateral deflection criteria: Wind (L/120)
•Input axial load eccentricity for this design is 16.67% of applicable member side dimension.
•Applicable calculations are based on NDS.
•A bearing area factor of 1.25 has been applied to base plate bearing capacity.
•A 15% increase in the moment capacity has been added to account for repetitive member usage.
Supports Type Material
Top Dbl 2X Spruce-Pine-Fir
Base Dbl 2X Spruce-Pine-Fir
Max Unbraced Length Comments
1'
System : Wall
Member Type : Stud
Building Code : IBC 2015
Design Methodology : ASD
Lateral Connections
Supports Connector Type/Model Quantity Connector Nailing
Top Nails 10d x 3" Box (End)2 N/A
Base Nails 10d x 3" Box (Toe)1 N/A
•Nailed connection at the top of the member is assumed to be nailed through the bottom 2x plate prior to placement of the top 2x of the double top plate assembly.
Dead Roof Live
Vertical Load Spacing (0.90)(non-snow: 1.25)Comments
1 - Point (lb)N/A 181 213 Default Load
• ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (17'), Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (110), Risk Category(II), Effective Wind Area
determined using full member span and trib. width.
• IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load.
Wind
Lateral Load Location Spacing (1.60)Comments
1 - Uniform (PSF)Full Length 16.00"21.4
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Dustin Stephens, RA
Weyerhaeuser Notes
Drawing is Conceptual
MEMBER REPORT PASSED
GROUND, Wall: Tall Stud @ E & W Walls
1 piece(s) 2 x 6 Hem-Fir No. 2 @ 16" OC
ForteWEB Software Operator Job Notes 7/13/2020 8:27:48 PM UTC
Dustin R Stephens
Mobile Office Architects, PC
(805) 722-9083
dstephens@mo-arch.com
ForteWEB v3.0, Engine: V8.1.1.11, Data: V8.0.0.0
File Name: Cap Sante ADU
Page 8 / 10
Wall Height: 16' 3"Member Height: 15' 9"O. C. Spacing: 16.00"
Design Results Actual Allowed Result LDF Load: Combination
Slenderness 34 50 Passed (69%)----
Compression (lbs)180 2578 Passed (7%)1.15 1.0 D + 1.0 S
Plate Bearing (lbs)180 4383 Passed (4%)--1.0 D + 1.0 S
Lateral Reaction (lbs)130 ----1.60 1.0 D + 0.6 W
Lateral Shear (lbs)122 1320 Passed (9%)1.60 1.0 D + 0.6 W
Lateral Moment (ft-lbs)512 @ mid-span 1264 Passed (40%)1.60 1.0 D + 0.6 W
Total Deflection (in)0.60 @ mid-span 1.58 Passed (L/316)--1.0 D + 0.6 W
Bending/Compression 0.42 1 Passed (42%)1.60 1.0 D + 0.6 W
•Lateral deflection criteria: Wind (L/120)
•Input axial load eccentricity for this design is 16.67% of applicable member side dimension.
•Applicable calculations are based on NDS.
•A bearing area factor of 1.25 has been applied to base plate bearing capacity.
•A 15% increase in the moment capacity has been added to account for repetitive member usage.
Supports Type Material
Top Dbl 2X Spruce-Pine-Fir
Base Dbl 2X Spruce-Pine-Fir
Max Unbraced Length Comments
1'
System : Wall
Member Type : Stud
Building Code : IBC 2015
Design Methodology : ASD
Lateral Connections
Supports Connector Type/Model Quantity Connector Nailing
Top Nails 10d x 3" Box (End)2 N/A
Base Nails 10d x 3" Box (End)2 N/A
•Nailed connection at the top of the member is assumed to be nailed through the bottom 2x plate prior to placement of the top 2x of the double top plate assembly.
Dead Snow
Vertical Load Spacing (0.90)(1.15)Comments
1 - Point (lb)N/A 80 100 Default Load
• ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (17'), Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (110), Risk Category(II), Effective Wind Area
determined using full member span and trib. width.
• IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load.
Wind
Lateral Load Location Spacing (1.60)Comments
1 - Uniform (PSF)Full Length 16.00"20.6
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Dustin Stephens, RA
Weyerhaeuser Notes
Drawing is Conceptual
MEMBER REPORT PASSED
GROUND, Wall: Tallest Stud @ Gable End
1 piece(s) 2 x 6 Hem-Fir No. 2 @ 16" OC
ForteWEB Software Operator Job Notes 7/13/2020 8:27:48 PM UTC
Dustin R Stephens
Mobile Office Architects, PC
(805) 722-9083
dstephens@mo-arch.com
ForteWEB v3.0, Engine: V8.1.1.11, Data: V8.0.0.0
File Name: Cap Sante ADU
Page 9 / 10
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)437 @ 1 1/2"4253 (3.00")Passed (10%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)337 @ 10 1/4"2918 Passed (12%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)765 @ 3' 9"3247 Passed (24%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.022 @ 3' 9"0.181 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.050 @ 3' 9"0.313 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/5/16").
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"249 188 437 None
2 - Trimmer - SPF 3.00"3.00"1.50"249 188 437 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)7' 6" o/c
Bottom Edge (Lu)7' 6" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 7' 6"N/A 6.4 --
1 - Uniform (PSF)0 to 7' 6"2'30.0 25.0 Default Load
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Dustin Stephens, RA
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
GROUND, Wall: Header H7
1 piece(s) 4 x 8 Hem-Fir No. 2
ForteWEB Software Operator Job Notes 7/13/2020 8:27:48 PM UTCDustin R Stephens
Mobile Office Architects, PC
(805) 722-9083
dstephens@mo-arch.com
ForteWEB v3.0, Engine: V8.1.1.11, Data: V8.0.0.0
File Name: Cap Sante ADU
Page 10 / 10
IIiIii20II 0II I 1I 0II I8I I2II80Il 0111,4 !!:
, Skagit County Auditor
8/28/2001 Page 1 of 1 12:25:14PM
wzvEr Norte
THIS SURVEY HAS SEEN PREPARED FOR THE PURPOSE OF LOCATING
DE -SCRIBING AND SETTING MONUMENTS TO MARK THE EXISTING
BOUNDARIES OF THE LOTS AS SHOWN.
THIS SURVEY WAS PREPARED USING A "TOPGON, APL I -A" ROBOTIC
TOTAL STATION.
ALL BEARINGS ARE ORIENTED TO THAT RECORDOF SURVEY
RECORDED IN BOOK 21, SURVEYS, PAGE 10, RECORDS OF SKAGIT
COUNTY.
SURVEYOR'S CERTIFICATE
THIS MAP REPRESENTS A SURVEY MADE BY
ME OR UNDER MY DIRECT SUPERVISION IN
CONFORMANCE WITH THE REQUIREMENTS OF
THE SURVEY RECORDING ACT, IN AUGUST,
2001 AT THE REQUEST OF "ANACORTES 1 0
FOOD B
RT F. PARRISH, CERT. NO. 29535
584;° 24'34 "E
112.02'
2
5841°24'34"E
102.00'
12 15
5 REBARS S GAPS
LS Ig645
SEE BK. 21, SURVEYS NOO°35'26"E
P6. 10 -L100.02'
LAND DERIPTIcal
THE EAST 18 FEET OF LOT 14 AND ALL OF LOT 15, BLOCK 251, MAP: OF THE CITY
OF ANACORTES, ACCORD I N6 TO PLAT THEREOF, RECORDED IN VOLUME 2, OF
PLATS, PAGE 4, RECORDS OF SKAGIT COUNTY, WASHINGTON.
5
-• 18 00'-....- 50.00'
58'f °24'54"E
1
14
15
0
No. 512
N841°24'34 "W
30 00'
4TH STET
AUDITOR'S CERTIFICATE
FE:D FOR RECORD THIS ZS DAY OF
2001 AT /2:45 PM. IN BOOK
OF SURVEYS, AT PAGE
A T THE REQUEST OF THATCHER,
MORRISON & PARRISH, INC
_iNDER AUDITOR'S FILE N0. Zeziorzt(Q%'
C)
r
UN Y rA
58q °24'34"E
580.01 '
��- RESAR 4 CAP, LS 29555
(TYPICAL:) 60.00'
10
GRAPHIC SCALE
20
40 80
( IN FEET )
1 inch = :.20 ft.
16.00' —
16
W
Pt 0
ino
to 0
00
9!
N89 ° 24'34 "W
580.02'
FOR: F000 BMW
SCALE: 1" - 20'
APPROVED BY:
DRAWN BY:.
B No."001
TM&P 1:08-0.15
ATE '8� 15-01
I7
58c1°24'34"E 150.01'
rf�
z
0
C11
ni
60.00' --‘-- N81 ° 24'34 "W
150.01'
N841° 24'34 "W
40.00'
REBAR $ CAP
LS * ILLEGIBLE
10
20
40.00'
40.00' ---�
410.
>r%
STREET MONUMENT
RECORD OF SURVEY, PREPARED AT THE REQUEST OF
ANACORTES 1 DO FOOD BANK
MAP OF THE CITY OF ANACORTES, VOL. 2, PLATS, PG. 4
Sift County Washington'
Thatcher, Morrison & Parrish, Inc.
IOIOB Sixth Street, Anacortes, Washington 98221
360-588 1868 Fax 360-588-1989 email survey@fidalgo.net
San Juan County 360-378-2336
June 30, 2020
Clarity Miller
508 4th St.
Anacortes, WA 98221
claritymillemoe@gmail.com
360.420.4952
Dear Clarity,
N
S
Thank you for the opportunity to survey your property. This letter is intended to certify that on
June 29, 2020 San Juan Surveying located your northwest and southwest property corners as
set by Robert Parrish PLS# 29535 per that survey recorded under Auditor's File No.
200108280064, records of Skagit County, Washington. San Juan Surveying set additional 2" x
2" white stakes at said corners and showed you the corner locations.
Northwest comer facing South Southwest corner facin North
Your business is very much appreciated. Please don't hesitate to contact us if you have any
questions or if San Juan Surveying can be of assistance in the future.
Sincerely,
44
Robert J. Wilson, PLS
Owner / Principal
San Juan Surveying
365-D Spring Street • P.O. Box 611 • Friday Harbor, WA 98250 • (360)378-2300 www.sanjuansurveying.com