HomeMy WebLinkAboutPermit File BLD-2024-0623 3953 Rock Ridge Parkway (2)PLAN REVISION REQUEST
PERMIT #BLD-2024-0623
DEC 16, 2024
REVISION MADE:
NEW ENERGY CALCULATIONS USING WSU C3 ENERGY CALCULATIONS SHOWN ON PAGE A3.1
PAGES REVISED ARE:
PAGE A-1 (INDEX CHANGED)
PAGE A-3 REFFERING TO PAGE A-3.1 FOR ENERGY CALCULATIONS
PAGE A-3.1 ENERGY CALCULATIONS PAGE INSERTED
PAGES A-6 to A-8 WINDOW VALUES, INSULATION VALUES, CHANGES TO EQUIPMENT &
SECTIONS.
ALL PLANS PAGES INCLUDED
BLUEPRINT DESIGN CONSULTANTS
JAMES DEGOLIER
JOHN ANDERSON
CERTIFIED PROFESSIONAL BUILDING DESIGNER
NATIONAL COUNCIL OF
B
UIL
DING D
E
SIGN
ER CERTIFICATION
John AndersonCPBD No. 48-654
W
W
N
S
S
80 S.F
W/P DECK
480 S.F. GARAGE
1,795 S.F. SFR
COV. PORCH
58 S.F.LESS THAN 18" HT
20'
5'
20'
5'
2
0
'
2
3
'
-
1
1
"
15'-7 11/16"
S
T
O
R
M
SEWER
WATER
107.39' N36° 14' 20"W
7 3 .8 6 ' S 4 3 ° 2 6 ' 4 5 "W
99.11' S36° 14' 20"E
72.84' S49° 51' 53"W
416'
415'
414'
413'412'
411'
414'
415'
416'
417'4
18
'
419'
42
0'
421'
422'
42
3'
413'
412'
4 1 1 '
4 1 0 '
4 0 9'
410'
409'
408'
408'
407'
406'
405'
407'
406'
405'404'
404'
403'
403'
402'
401'
4 0 2 '
4 0 1'
400'
4 0 0 '
399'
399'
BENCHMARK
HT ALLOWED = 12'0"
SITE PLAN
SCALE: 1" = 10'-0"
PARCEL # 134320
LEGAL: LOT 9, ROCK RIDGE, PHASE 5
3 9 5 3 R O C K R I D G E P A R K W A Y
LOT 9
7,503 S.F.
SLATE STAMPED
CONC. DRIVEWAY
419 S.F.
AGGREG. SIDEWALK
& OPEN PORCH
105 S.F.
ENGINEERED RETAINING WALL SILT FENCE
CONSTRUCTION ENTRANCE
AGGREG. RIBBONS
R
EDI-R
O
C
K
RE
TAINING
MAX 5' HIG
H
SITE ANALYSIS
LOT 9, ROCK RIDGE, PHASE 5
3953 ROCK RIDGE PARKWAY
LOT SIZE 7,503 S.F.
BUILDING COVER
S.F. RESIDENCE
GARAGE
COV. PORCHES
1,795 S.F.
480 S.F.
58 S.F.
2,622 S.F.
HARD SURFACES
DRIVEWAY
SIDEWALKS
419 S.F.
105 S.F.
524 S.F.6.9 %
EXCAVATION
FOUNDATION
3140 x 5'
581 YARDS
TRENCHING
50' x 2'
4 YARDS
FLATWORK
11,050 x 1'
18 YARDS
CLEAN FILL
FOOTINGS 30 YARDS
603 YARDS
353 YARDS
956 YARDSTOTAL YARDS
134320
COV. DECKS 80 S.F.
209 S.F.EAVES
FLATWORK 18 YARDS
PORCH & PATIO 5 YARDS
34.9 %
YARD 300 YARDS
2,626 S.F. BC ALLOWED
SE WALL = 418.0'
SW WALL = 415.0'
NW WALL = 407.0'
NE WALL = 405.0'
AVG GRADE = 411.25'
BUILDING HT = 22.53'
GAR. FLR = 416.6'
Pacific
Dogwood
TABLE OF CONTENTS
PG A1 SITE PLAN
PG A2 SWPPP NARRATIVE
PG A3 GENERAL NOTES, SWPPP CONT.
PG A3.1 WSU C3 ENERGY CALCS, ADV. FRAMING
PG A4 ELEVATIONS
PG A5 FOUNDATION
PG A6 FLOORPLANS
PG A7 ROOF FRAMING & TYP. SECTIONS
PG A8 SECTIONS
PG L1 LANDSCAPING PLAN
PG S1-S3 ENGINEERING
SPECIFICATIONS
CODE INFORMATION
2021 INTERNATIONAL RESIDENTIAL CODE
2021 WA STATE ENERGY CODE
S.F.R.
BEDROOMS 3
BATHROOMS 3.5
MAIN FLOOR 2,007 S.F.
DAYLIGHT BSMT 1,544 S.F.
TOTAL LIVING AREA 3,554 S.F.
GARAGE (UNHEATED)514 S.F.
COVERED PORCH/DECK 355 S.F.
DESIGNED BY:
CONTRACTOR TO VERIFY ALL LOT AND BUILDING DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION
DATE:
REVISED:
A.I.B.D. - C.P.B.D. - M.B.A.
John Anderson
DESIGN PROFESSIONAL COUNCIL
5780 WILLOW SPRINGS WAY
FERNDALE, WA 98248
(360) 733-7206 OR 815-2350
A-1
MT. BAKERVIEW BUILDERS
DEC 9, 2023
DEC 27, 2023
JAN 15, 2024
JUL 11,2024SEP 3, 2024
LOT 9, PHASE 5 ROCKRIDGE
ANACORTES, WA 98221
SITE PLAN
CERTIFIED PROFESSIONAL BUILDING DESIGNER
NATIONAL COUNCIL OF
B
UIL
DING D
E
SIGN
ER CERTIFICATION
John AndersonCPBD No. 48-654
GENERAL CONSTRUCTION STORM WATER POLLUTION PREVENTION NARRATIVE
ELEMENT 1 - PRESERVE VEGETATION/MARK CLEARING LIMITS
PRIOR TO BEGINNING LAND DISTURBING ACTIVITIES, INCLUDING CLEARING AND GRADING, ALL
CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND TREES THAT ARE TO BE
PRESERVED WITHIN THE CONSTRUCTION AREA SHOULD BE CLEARLY MARKED, BOTHIN THE FIELD
AND ON THE PLANS, TO PREVENT DAMAGE AND OFF SITE IMPACTS. PLASTIC, METAL, OR STAKE
WIRE FENCING MAY BE USED TO MARK THE CLEARING LIMITS. RETAIN THE DUFF LAYER, NATIVE
TOP SOIL, AND NATURAL VEGETATION IN AN UNDISTURBED STATE TO THE MAXIMUM DEGREE
PRACTICABLE.
ELEMENT 2 - ESTABLISH CONSTRUCTION ACCESS
(A) CONSTRUCTION VEHICLE ACCESS SHALL BE LIMITED TO ONE ROUTE IF POSSIBLE.
(B) ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALL OR CRUSHED ROCK TO MINIMIZE
THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS.
(C) WHEEL WASH OR TIRE BATHS SHOULD BE LOCATED ON SITE, IF APPLICABLE.
(D) PUBLIC ROADS SHALL AT A MINIMUM BE CLEANED THOROUGHLY AT THE END OF EACH DAY.
SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR PICKUP SWEEPING AND
SHALL BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA. STREET WASHING WILL
BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
(E) STREET WASH WASTEWATER SHALL BE CONTROLLED BY PUMPING BACK ON SITE, OR
OTHERWISE BE PREVENTED FROM DISCHARGING INTO SYSTEMS TRIBUTARY TO STATE SURFACE
WATERS.
(F) CONTROL STREET WASH WASTEWATER BY PUMPING BACK ON SITE, OR OTHERWISE PREVENTIT FROM DISCHARGING IN SYSTEMS TRIBUTARY TO WATERS OF THE STATE.
ELEMENT 3 - CONTROL FLOW RATES
(A) PROTECT PROPERTIES AND WATERWAYS DOWNSTREAM OF DEVELOPMENT SITES FROM
EROSION AND THE ASSOCIATED DISCHARGE OF TURBID WATERS DUE TO INCREASES IN THE
VELOCITY AND PEAK VOLUMETRIC FLOW RATE OF STORM WATER RUNOFF FROM THE PROJECT
SITE.
(B) PROPERTIES SUBJECT TO MINIMUM REQUIREMENT No. 5 AND/OR No. 7 SHALL IMPLEMENT
CONTROLS AS EARLY IN THE DEVELOPMENT AS IS PRACTICABLE TO MITIGATE FOR FLOW RATES.
(C) WHERE NECESSARY TO COMPLY WITH REQUIREMENT No. 7, STORM WATER RETENSION/
DETENSION FACILITIES SHALL BE CONSTRUCTED AS ONE OF THE FIRST STEPS IN GRADING.
DETENSION FACILITES SHALL BE FUNCTIONAL PRIOR TO CONSTRUCTION OF SITE IMPROVEMENTS
(e.g. IMPERVIOUS SURFACES).(D) IF PERMANENT INFILTRATION PONDS ARE USED FOR FLOW CONTROL DURING
CONSTRUCTION, THESE FACILITES SHOULD BE PROTECTED FROM SILTATION DURING THE
CONSTRUCTION PHASE.
ELEMENT 4 - INSTALL SEDIMENT CONTROLS
(A) DESIGN, INSTALL, AND MAINTAIN EFFECTIVE EROSION CONTROLS AND SEDIMENT CONTROLS
TO MINIMIZE THE DISCHARGE OF POLLUTANTS.
(B) CONSTRUCT SEDIMENT CONTROL BMP's (SEDIMENT PONDS, TRAPS, FILTERS, ETC.) AS ONE
OF THE FIRST STEPS IN GRADING. THESE BMP's SHALL BE FUNCTIONAL BEFORE OTHER LAND
DISTURBING ACTIVITIES TAKE PLACE.
(C) MINIMIZE SEDIMENT DISCHARGES FROM THE SITE. THE DESIGN, INSTALLATION AND
MAINTAINANCE OF EROSION AND SEDIMENT CONTROLS MUST ADDRESS FACTORS SUCH AS THE
AMOUNT, FREQUENCY, INTENSITY AND DURATION OF PRECIPITATION, THE NATURE OF RESULTING
STORM WATER RUNOFF, AND SOIL CHARACTERISTICS, INCLUDING THE RANGE OF SOIL PARTICLE
SIZES EXOERCTED TO BE PRESENT ON THE SITE.
(D) DIRECT STORM WATER RUNOFF FROM DISTURBED AREAS THROULD A SEDIMENT POND OR
OTHER APPROPRIATE SEDIMENT REMOVAL BMP, BEFORE THE RUNOFF LEAVES A CONSTRUCTION
SITE OR BEFORE DISCHARGE TO AN INFILTRATION FACILITY. RUNOFF FROM FULLY STABILIZED
AREAS MAY BE DISCHARGED WITHOUT A SEDIMENT REMOVAL BMP, BUT MUST MEET THE FLOW
CONTROL PERFORMANCE STANDARD IN SUB-SECTION (F) (2) (e)(iii) (A) OF THIS SECTION.
(E) LOCATE BMP's INTENDED TO TRAP SEDIMENT ON SITE IN A MANNER TO AVOID
INTERFERENCE WITH THE MOVEMENT OF JUVENILE SALMONIDS ATTEMPTING TO ENTER OFF-
CHANNEL AREAS OR DRAINAGES.
(F) WHERE FEASIBLE, DESIGN OUTLET STRUCTURES THAT WITHDRAW IMPOUNDED STORM WATER
FROM THE SURFACE TO AVOID DISCHARGING SEDIMENT THAT IS STILL SUSPENDED LOWER IN THE
WATER COLUMN.
ELEMENT 5 - STABILIZE SOILS
(A) ALL EXPOSED AND UNWORKED SOILS SHALL BE STABILIZED BY APPLICATION OF EFFECTIVE
BMP's THAT PROTECT THE SOIL FROM THE EROSIVE FORCES OF RAINDROP IMPACT AND
FLOWING WATER, AND WIND EROSION. APPLICABLE BMP's INCLUDE, BUT ARE NOT LIMITED TO:
TEMPORARY AND PERMANENT SEEDING, SODDING, MULCHING, PLASTIC COVERING, EROSION
CONTROL FABRICS AND MATTING, SOIL APPLICATION POLYACRYLAMIDE (PAM), THE EARLY
APPLICATION OF GRAVEL BASE EARLY ON AREAS TO BE PAVED, AND DUST CONTROL.
(B) CONTROL STORMWATER VOLUME AND VELOCITY WITHIN THE SITE TO MINIMIZE SOIL EROSION.
(C) CONTROL STORM WATER DISCHARGES, INCLUDING BOTH PEAK FLOW RATES AND TOTAL
STORM WATER VOLUME, TO MINIMIZE EROSION AT OUTLETS AND TO MINIMIZE DOWNSTREAM
CHANNEL AND STREAM BANK EROSION.
(D) FROM OCTOBER 1 THROUGH APRIL 30 OF EACH YEAR, NO SOILS SHALL REMAIN EXPOSED
AND UNWORKED FOR MORE THAN 2 DAYS. FROM MAY 1 TO SEPTEMBER 30 OF EACH YEAR, NO
SOILS SHALL REMAIN EXPOSED AND UNWORKED FOR MORE THAN 7 DAYS. THIS CONDITION
APPLIES TO ALL SOILS ON SITE, WHETHER AT FINAL GRADE OR NOT.
(E) STABILIZE SOILS AT THE END OF THE SHIFT BEFORE A HOLIDAY OR WEEKEND IF NEEDED
BASED ON THE WEATHER FORECAST.
(F) MINIMIZE THE AMOUNT OF SOIL EXPOSED DURING CONSTRUCTION ACTIVITY.
(G) MINIMIZE THE DISTURBANCE OF STEEP SLOPES.
(H) MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOP SOIL.(I) APPLICABLE PRACTICES INCLUDE, BUT ARE NOT LIMITED TO, TEMPORARY AND PERMANENT
SEEDING, SODDING, MULCHING, PLASTIC COVERING, SOIL APPLICATION OF POLYACRYLAMIDE
(PAM), EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED, AND DUST CONTROL.
(J) SOIL STABILZATION MEASURES SELECTED SHOULD BE APPROPRIATE FOR THE TIME OF YEAR,
SITE CONDITIONS, ESTIMATED DURATION OF USE, AND POTENTIAL WATER QUALITY IMPACTS THATSTABILIZATION AGENTS MAY HAVE ON DOWNSTREAM WATERS OR GROUND WATER.
(K) SOIL STOCKPILES MUST BE STABILIZED AND PROTECTED WITH SEDIMENT TRAPPING
MEASURES AND, WHERE POSSIBLE, LOCATE AWAY FROM STORM DRAIN INLETS, WATERWAYS AND
DRAINAGE CHANNELS.
(L) WORK ON LINEAR CONSTRUCTION SITES AND ACTIVITIES, INCLUDING RIGHT-OF-WAY AND
EASEMENT CLEARING, ROADWAY DEVELOPMENT, PIPELINES, AND TRENCHING FOR UTILITIES,
SHALL NOT EXCEED THE CAPABILITY OF THE INDIVIDUAL CONTRACTOR FOR HIS PORTION OF THE
PROJECT TO INSTALL THE BEDDING MATERIALS, ROADBEDS, STRUCTURES, PIPELINES, AND/OR
UTILITIES, AND TO RE STABILIZE THE DISTURBED SOILS, MEETING THE TIMING CONDITIONS LISTED
ABOVE.
(M) IN ADDITION, AT THE DISCRETION OF THE PUBLIC WORKS DIRECTOR, THOSE SITES UNABLE
TO MAINTAIN THE QUALITY OF THEIR STORM WATER DISCHARGE MAY BE REQUIRED TO PROVIDE
SOIL STABILIZATION TO ALL EXPOSED SOIL AREAS REGARDLESS OF THE WORKING STATUS OF
THE AREA. UPON WRITTEN NOTIFICATION, THE PROPERTY OWNER SHALL PROVIDE FULL
STABILIZATION OF ALL EXPOSED SOIL AREAS WITHIN 24 HOURS.
ELEMENT 6 - PROTECT SLOPES
(A) CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL
MINIMIZE EROSION. APPLICABLE PRACTICES INCLUDE, BUT ARE NOT LIMITED TO, REDUCING
CONTINUOUS LENGTH OF SLOPE WITH TERRACING AND DIVERSIONS, REDUCING SLOPE
STEEPNESS, AND ROUGHENING SLOPE SURFACES (FOR EXAMPLE TRACK WALKING).
(B) CONSIDER SOIL TYPE AND ITS POTENTIAL FOR EROSION.
(C) REDUCE SLOPE RUNOFF VELOCITIES BY REDUCING THE CONTINUOUS LENGTH OF SLOPE WITH
TERRACING AND DIVERSIONS, REDUCE SLOPE STEEPNESS, AND ROUGHEN SLOPE SURFACE.
(D) DIVERT UPSLOPE DRAINAGE AND RUN-ON WATERS FROM OFF-SITE WITH INTERSCEPTORS AT
TOP OF SLOPE. OFF-SITE STORM WATER SHOULD BE HANDLED SEPARATELY FROM STORM
WATER GENERATED ON THE SITE. DIVERSION OF OFF-SITE STORM WATER AROUND THE SITE
MAY BE A VIABLE OPTION. DIVERTED FLOWS SHALL BE REDIRECTED TO THE NATURAL
DRAINAGE LOCATION AT OR BEFORE THE PROPERTY BOUNDARY.
(E) CONTAIN DOWNSLOPE COLLECTED FLOWS IN PIPES, SLOPE DRAINS, OR PROTECTED
CHANNELS TO PREVENT EROSION. TEMPORARY PIPE SLOPE DRAINS MUST HANDLE THE PEAK
VOLUMETRIC FLOW RATE CALCULATED USING A 10 MINUTE TIME STEP FROM A TYPE 1A, 10 YEAR,
24 HOUR FREQUENCY STORM FOR THE DEVELOPED CONDITION. ALTERNATELY, THE 10 YEAR 1
HOUR FLOW RATE PREDICTED BY AN APPROVED CONTINUOUS RUNOFF MODEL, INCREASED BY A
FACTOR OF 1.6, MAY BE USED. THE HYDROLOGIC ANALYSIS MUST USE THE EXISTING LAND
COVER CONDITION FOR PREDICTING FLOW RATES FROM TRIBUTARY AREAS OUTSIDE THE
PROJECT LIMITS. FOR TRIBUTARY AREAS ON THE PROJECT SITE, THE ANALYSIS MUST USE THE
TEMPORARY OR PERMANENT PROJECT LAND COVER CONDITION, WHICHEVER WILL PRODUCE
THE HIGHEST FLOW RATES. IF USING THE WESTERN WASHINGTON HYDROLOGY MODEL TO
PREDICT FLOWS, BARE SOIL AREAS SHOULD BE MODELED AS "LANDSCAPED AREA".
(F) PROVIDE DRAINAGE TO REMOVE GROUND WATER INTERSECTING THE SLOPE SURFACE OF
EXPOSED SOILS AREAS.
(G) EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES, CONSISTENT
WITH SAFETY AND SPACE CONSIDERATIONS.
(H) CHECK DAMS SHALL BE PLACED AT REGULAR INTERVALS WITHIN TRENCHES THAT ARE CUT
DOWN A SLOPE.
(I) STABILIZE SOILS ON SLOPES, AS SPECIFIES IN ELEMENT No. 5.
ELEMENT 7 - PROTECT DRAIN INLETS
(A) ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED
SO THAT STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST
BEING FILTERED OR TREATED TO REMOVE SEDIMENT.
(B) ALL APPROACH ROADS SHALL BE KEPT CLEAN, AND ALL SEDIMENT AND STREET WASH
WATER SHALL NOT BE ALLOWED TO ENTER STORM DRAINS WITHOUT PRIOR AND ADEQUATE
TREATMENT UNLESS TREATMENT IS PROVIDED BEFORE THE STORM DRAIN DISCHARGES TO
WATERS OF THE STATE.
ELEMENT 8 - STABILIZE CHANNELS AND OUTLETS
(A) ALL TEMPORARY ON-SITE CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED
AND STABILIZED TO PREVENT EROSION FROM EXPECTED PEAK FLOWS. CHANNELS MUSTHANDLE THE PEAK VOLUMETRIC FLOW RATE CALCULATED USING A 10 MINUTE TIME STEP FROM A
TYPE. 1A, TEN YEAR, 24 HOUR FREQUENCY STORM FOR THE DEVELOPED CONDITION.
ALTERNATIVELY, THE 10 YEAR, 1 HOUR FLOW RATE INDICATED BY AN APPROVED CONTINUOUS
RUNOFF MODEL, INCREASED BY A FACTOR OF 1.6, MAY BE USED. THE HYDROLOGIC ANALYSIS
MUST USE THE EXISTING LAND COVER CONDITION FOR PREDICTING FLOW RATES FROMTRIBUTARY AREAS OUTSIDE THE PROJECT LIMITS. FOR TRIBUTARY AREAS ON THE PROJECT
SITE, THE ANALYSIS SHALL USE THE TEMPORARY OR PERMANENT PROJECT LAND COVER
CONDITION, WHICHEVER WILL PRODUCE THE HIGHEST FLOW RATES. IF USING THE WESTERN
WASHINGTON HYDROLOGY MODEL TO PREDICT FLOWS, BARE SOIL AREAS SHOULD BE
MODELED AS "LANDSCAPED AREA".(B) STABILIZATION, INCLUDING ARMORING MATERIAL, ADEQUATE TO PREVENT EROSION OF
OUTLETS AT, ADJACENT STREAM BANKS, SLOPES AND DOWSTREAM REACHES SHALL BE
PROVIDED AT THE OUTLETS OF ALL CONVEYANCE SYSTEMS.
ELEMENT 9 - CONTROL POLLUTANTS
(A) DESIGN, INSTALL, IMPLEMENT AND MAINTAIN EFFECTIVE POLLUTION PREVENTION MEASURES
TO MINIMIZE THE DISCHARGE OF POLLUTANTS.
(B) ALL POLLUTANTS, INCLUDING WASTE MATERIAL AND DEMOLITION DEBRIS, THAT OCCUR ON
SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES
NOT CAUSE CONTAMINATION OF STORM WATER.(C) COVER, CONTAINMENT, AND PROTECTION FROM VANDALISM SHALL BE PROVIDED FOR ALL
CHEMICALS, LIQUID PRODUCTS, PETROLEUM PRODUCTS, AND NONINERT WASTES PRESENT ON
THE SITE (SEE CHAPTER 173-304 W.A.C., AS CURRENTLY ENACTED OR HEREAFTER MODIFIED,
FOR THE DEFINITION OF INERT WASTE, WHICH IS INCORPORATED HEREIN BY THIS REFERENCE).
(D) MAINTENANCE AND REPAIR OF HEAVY EQUIPMENT AND VEHICLES INVOLVING OIL CHANGES,HYDROLIC SYSTEM DRAIN DOWN, SOLVENT AND DE-GREASING CLEANING OPERATIONS, FUEL
TANK DRAIN DOWN AND REMOVAL, AND OTHER ACTIVITIES WHICH MAY RESULT IN DISCHARGE
OR SPILLAGE OF POLLUTANTS TO THE GROUND OR INTO STORM WATER RUNOFF MUST BE
CONDUCTED USING SPILL PREVENTION MEASURES, SUCH AS DRIP PANS. CONTAMINATED
SURFACES SHALL BE CLEANED IMMEDIATELY FOLLOWING ANY DISCHARGE OR SPILL INCIDENT. EMERGENCY REPAIRS MAY BE PERFORMED ON SITE USING TEMPORARY PLASTIC PLACED
BENEATH AND, IF RAINING, OVER THE VEHICLE.
(E) WHEEL WASH OR TIRE BATH WASTE WATER, SHALL BE DISCHARGED TO A SEPARATE ON-SITE
TREATMENT SYSTEM OR TO THE SANITARY SEWER.
(F) APPLICATION OF AGRICULTURAL CHEMICALS, INCLUDING FERTILIZERS AND PESITICIDES,
SHALL BE CONDUCTED IN A MANNER AND AT APPLICATION RATES THAT WILL NOT RESULT IN
LOSS OF CHEMICAL TO STORM WATER RUNOFF. MANUFACTURERS' RECOMMENDTIONS SHALL BE
FOLLOWED FOR APPLICATION RATES AND PROCEDURES.
(G) MANAGEMENT OF PH-MODIFYING SOURCES SHALL PREVENT CONTAMINATION OF RUNOFF
AND STORM WATER COLLECTED ON THE SITE. THESE SOURCES INCLUDE, BUT ARE NOT LIMITED
TO, BULK CEMENT, CEMENT KILN DUST, FLY ASH, NEW CONCRETE WASHING AND CURING WATERS,
WASTE STREAMS GENERATED FROM CONCRETE GRINDING AND SAWING, EXPOSED AGGREGATE
PROCESSES, AND CONCRETE PUMPING AND MIXER WASHOUT WATERS.
(H) ADJUST THE pH OF STORM WATER IF NECESSARY TO PREVENT VIOLATIONS OF WATER
QUALITY STANDARDS.
(I) ASSURE THAT WASHOUT OF CONCRETE TRUCKS IS PERFORMED OFF-SITE OR IN DESIGNATED
CONCRETE WASH OUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND
OR INTO STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS. DO NOT DUMP EXCESS
CONCRETE ON SITE, EXCEPT IN DESIGNATED CONCRETE WASH OUT AREAS. CONCRETE SPILLAGE
OR CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED.
(J) OBTAIN WRITTEN APPROVAL FROM ECOLOGY BEFORE USING CHEMICAL TREATMENT OTHER
THAN CO2 OR DRY ICE TO ADJUST pH.
ELEMENT 10 - CONTROL DEWATERING
(A) ALL FOUNDATION, VAULT, AND TRENCH DEWATERING WATER, WHICH HAVE SIMILAR
CHARACTERISTICS TO STORM WATER RUNOFF AT THE SITE, SHALL BE DISCHARGED INTO A
CONTROLLED CONVEYANCE SYSTEM, PRIOR TO DISCHARGE TO A SEDIMENT TRAP OR SEDIMENT
POND. CHANNELS MUST BE STABILIZED, AS SPECIFIED IN ELEMENT No. 8.
(B) CLEAN, NONTURBID DEWATERING WATER, SUCH AS WELL-POINT GROUND WATER, CAN BE
DISCHARGED TO SYSTEMS TRIBUTARY TO STATE SURFACE WATERS, AS SPECIFIED IN ELEMENT
No. 8, PROVIDED THE DEWATERING FLOW DOES NOT CAUSE EROSION OR FLOODING OF THE
RECEIVING WATERS. THESE CLEAN WATERS SHOULD NOT BE ROUTED THROUGH SEDIMENT
PONDS WITH STORM WATER.
(C) HIGHLY TURBID OR OTHERWISE CANTAMINATED DEWATERING WATER, SUCH AS FROM
CONSTRUCTION EQUIPMENT OPERATION, CLAM SHELL DIGGING, CONCRETE TREMIE POUR, OR
WORK INSIDE A COFFERDAM, SHALL BE HANDLED SEPARTATELY FROM STORM WATER AT THE
SITE.
(D) OTHER DISPOSAL OPTIONS, DEPENDING ON SITE CONSTRAINTS, MAY INCLUDE, BY WAY OF
EXAMPLE: (1) INFILTRATION, (2) TRANSPORT OFF-SITE IN VEHICLE, SUCH AS A VACUUM FLUSH
TRUCK, FOR LEGAL DISPOSAL IN A MANNER THAT DOES NOT POLLUTE STATE WATERS, (3) ON-
SITE TREATMENT USING ECOLOGY APPROVED CHEMICAL TREATMENT OR OTHER SUITABLE
TREATMENT TECHNOLOGIES, (4) SANITARY OR COMBINED SEWER DISCHARGE WITH LOCAL
SEWER DISTRICT APPROVAL, OR THERE IS NO OTHER OPTION, (5) USE OF A SEDIMENTATION BAG
THAT DISCHARGES TO A DITCH OR SWALE FOR SMALL VOLUMES OF LOCALIZE DEWATERING.
ELEMENT 11 - MAINTAIN BMPs
(A) ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMPs SHALL BE
MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR
INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE
WITH BMPs.
(B) SEDIMENT CONTROL BMPs SHALL BE INSPECTED WEEKLY OR AFTER A RUNOFF PRODUCING
STORM EVENT DURING THE DRY SEASON AND DAILY DURING THE WET SEASON. ALL PROJECTS
THAT DISTURB AN AREA GREATER THAN 1 ACRE SHALL HAVE A CERTIFIED EROSION CONTROL
LEAD AVAILABLE TO THE SITE. THIS EROSION CONTROL LEAD SHALL BE RESPONSIBLE TO
PROVIDE OVERVIEW OF ONGOING DAY TO DAY EROSION CONTROL REQUIREMENTS. THE
EROSION CONTROL LEAD SHALL (WITHIN 24 HOURS) REPORT TO THE CITY AND DEPARTMENT OF
ECOLOGY ANY SITE DISCHARGES THAT EXCEED STATE WATER QUALITY STANDARDS THAT HAVE
OR ARE LIKELY TO HAVE ENTERED WATERS OF THE STATE.
(C) ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPs SHALL BE REMOVED WITHIN 30
DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BMPs ARE NO
LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE.
DISTURBED SOIL AREAS RESULTING FROM REMOVAL OF BMPs OR VEGETATION SHALL BE
PERMANENTLY STABILIZED.
ELEMENT 12 - MANAGE THE PROJECT
(A) PHASING OF CONSTRUCTION. DEVELOPMENT PROJECTS SHALL BE PHASED WHERE
FEASIBLE IN ORDER TO PREVENT, TO THE MAXIMUM EXTENT PRACTICABLE, THE TRANSPORT OF
SEDIMENT FROM THE DEVELOPMENT SITE DURING CONSTRUCTION. RE-VEGETATION OF
EXPOSED AREAS AND MAINTENANCE OF THAT VEGETATION SHALL BE AN INTEGRAL PART OF
THE CLEARING ACTIVITIES FOR ANY PHASE.
(B) WHEN ESTABLISHING THESE PERMITTED CLEARING AND GRADING AREAS, CONSIDERATION
SHOULD BE GIVEN TO MINIMIZING REMOVAL OF EXISTING TREES AND MINIMIZING DISTURBANCE/
COMPACTION OF NATIVE SOILS EXCEPT AS NEEDED FOR BUILDING PURPOSES. PERMITTED
CLEARING AND GRADING AREAS AND ANY OTHER AREAS REQUIRED TO PRESERVE CRITICAL OR
SENSITIVE AREAS, BUFFERS, NATIVE GROWTH PROTECTION EASEMENTS, OR TREE RETENTION
AREAS, SHALL BE DELINEATED ON THE SITE PLANS AND THE DEVELOPMENT SITE.
(C) COORDINATION WITH UTILITIES AND OTHER CONTRACTORS. THE PRIMARY PROJECT
PROPONENT SHALL EVALUTATE, WITH INPUT FROM UTILITIES AND OTHER CONTRACTORS, THE
STORM WATER MANAGEMENT REQUIREMENTS FOR THE ENTIRE PROJECT, INCLUDING THE
UTILITIES, WHEN PREPARING THE CONSTRUCTION SWPPP.
(D) INSPECTION AND MONITORING. ALL BMPs SHALL BE INSPECTED, MAINTAINED, AND
REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION.
(E) FOR ANY PROJECT DISTURBING MORE THAN 1 ACRE, A CERTIFIED PROFESSIONAL IN
EROSION AND SEDIMENT CONTROL SHALL BE IDENTIFIED IN THE CONSTRUCTION SWPPP AND
SHALL BE ON SITE OR ON CALL AT ALL TIMES. CERTIFICATION MAY BE THROUGH THE
WASHINGTON STATE DEPARTMENT OF TRANSPORTATION/ASSOCIATED GENERAL CONTRACTORS
(WSDOT/AGC) CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL CERTIFICATION PROGRAM
OR ANY EQUIVILENT LOCAL OR NATIONAL CERTIFICATION AND/OR TRAINING PROGRAM, IN THE
CITY'S DISCRETION.
(F) WHENEVER INSPECTION AND/OR MONITORING REVEALS THAT THE BMPs IDENTIFIED IN THE
CONSTRUCTION SWPPP ARE INADEQUATE, DUE TO THE ACTUAL DISCHARGE OF OR POTENTIAL TO
DISCHARGE A SIGNIFICANT AMOUNT OF ANY POLLUTANT, THE SWPPP SHALL BE MODIFIED, AS
APPROPRIATE, IN A TIMELY MANNER.
(G) MAINTENANCE OF THE CONSTRUCTION SWPPP. THE CONSTRUCTION SWPPP SHALL BE
RETAINED ON SITE. THE CONSTRUCTION SWPPP SHALL BE MODIFIED WHENEVER THERE IS A
SIGNIFICANT CHANGE IN THE DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE OF ANY
BMP.
ELEMENT 13 - PROTECT LOW IMPACT DEVELOPMENT BMPs
(A) PROTECT ALL BIORETENTION AND RAIN GARDEN BMPs FROM SEDIMENTATION THROUGH
INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL BMPs ON PORTIONS OFTHE SITE THAT DRAIN INTO THE BIORETENTION AND/OR RAIN GARDEN BMPs. RESTORE THE
BMPs TO THEIR FULLY FUNCTIONING CONDITION IF THEY ACCUMULATE SEDIMENT DURING
CONSTRUCTION. RESTORING THE BMP MUST INCLUDE REMOVAL OF SEDIMENT AND ANY
SEDIMENT-LADEN BIORETENTION/RAIN GARDEN SOILS, AND REPLACING THE REMOVED SOILS
WITH SOILS MEETING THE DESIGN SPECIFICATION.(B) PREVENT COMPACTING BIORETENTION AND RAIN GARDEN BMPs BY EXCLUDING
CONSTRUCTION EQUIPMENT AND FOOT TRAFFIC. PROTECT COMPLETED LAWN AND
LANDSCAPED AREAS FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT.
(C) CONTROL EROSION AND AVOID INTRODUCING SEDIMENT FROM SURROUNDING LAND USES
ONTO PERMEABLE PAVEMENTS. DO NOT ALLOW MUDDY CONSTRUCTION EQUIPMENT ON THE
BASE MATERIAL OR PAVEMENT. DO NOT ALLOW SEDIMENT-LADEN RUNOFF ONTO PERMEABLE
PAVEMENTS OR BASE MATERIALS.
(D) PAVEMENT FOULED WITH SEDIMENTS OR NO LONGER PASSING AN INITAL INFILTRATION TEST
MUST BE CLEANED USING PROCEDURES IN ACCORDANCE WITH THE ECOLOGY MANUAL OR THE
MANUFACTURERS PROCEDURES.
(E) KEEP ALL HEAVY EQUIPMENT OFF EXISTING SOILS UNDER LID FACILITIES THAT HAVE BEEN
EXCAVATED TO FINAL GRADE TO RETAIN THE INFILTRATION RATE OF THE SOILS.
DESIGNED BY:
CONTRACTOR TO VERIFY ALL LOT AND BUILDING DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION
DATE:
REVISED:
A.I.B.D. - C.P.B.D. - M.B.A.
John Anderson
DESIGN PROFESSIONAL COUNCIL
5780 WILLOW SPRINGS WAY
FERNDALE, WA 98248
(360) 733-7206 OR 815-2350
A-2
MT. BAKERVIEW BUILDERS
DEC 9, 2023
DEC 27, 2023
JAN 15, 2024
JUL 11,2024SEP 3, 2024
LOT 9, PHASE 5 ROCKRIDGE
ANACORTES, WA 98221
SWPPP NARRATIVE
1. REINFORCING STEEL TO HAVE MINIMUM 2" COVERAGE - 3" COVERAGE IN FOOTING
2. ALL EDGES OF WELDED WIRE FABRIC AND REBAR TO HAVE MINIMUM 10" OVERLAP.
3. ALL CONCRETE SHALL DEVELOPE A MINIMUM COMPRESSIVE STRENGTH OF 2500
P.S.I.
4. ALL REINFORCING STEEL TO BE DEFORMED STEEL BARS CONFORMING TO ASTM
A615 GRADE 40. ALL WELDED WIRE FABRIC TO CONFORM TO ASTM A185.
FOUNDATION NOTES:
GENERAL NOTES:
THIS DRAWING PROVIDES CONSTRUCTION DETAILS FOR A HOME TO BE BUILT AT 3953
ROCK RIDGE PARKWAY, ANACORTES, WA FOR MT BAKER VIEW BUILDERS . THIS
DRAWING HAS BEEN PREPARED UNDER THE IRC 2021 CODES BY BLUEPRINT DESIGN
CONSULTANTS AND NO STRUCTURAL MODIFICATIONS ARE ALLOWED WITHOUT PRIOR
WRITTEN APPROVAL OF BLUEPRINT DESIGN CONSULTANTS.
CONTRACTOR TO VERIFY ALL BUILDING AND LOT DIMENSIONS,
AND NOTIFY THE DESIGNER OF ANY DISCREPANSIES,
DIMENSIONAL ERRORS AND OMMISSIONS PRIOR TO
COMMENCING WITH WORK.
CONTRACTOR TO VERIFY ALL STRUCTURAL DETAILS, BUILDING
CODES AND GRADE REQUIREMENTS.
HOMEOWNER WILL TAKE NECESSARY PRECAUTIONS TO
REMOVE OR RELOCATE ITEMS OF VALUE TO BE SAVED AND/
OR REUSED OR IN ANY DANGER OF BEING DAMAGED DURING
CONSTRUCTION.
TO THE BEST OF OUR KNOWLEDGE THESE DRAWINGS COMPLY
WITH THE SPECIFICATIONS OF THE OWNER AND/OR BUILDER,
AND ANY CHANGES MADE TO THEM AFTER THEIR COMPLETION
ARE THE RESPONSIBILITY OF THE OWNER AND/OR BUILDER.
CONSTRUCTION SPECIFICATIONS:
1. GENERAL NOTES:
A. SEISMIC ZONE D1
B. WIND EXPOSURE AND SPEED 110 M.P.H., EXP. C
C. SNOW LOAD TO BE 25 P.S.F.
D. FLOOR LIVE LOAD TO BE 40 P.S.F.
E. DECK LIVE LOAD TO BE 60 P.S.F.
F. SOIL BEARING PRESSURE TO BE 1500 P.S.F.
G. ALL GLASS IN DOORS, SIDELIGHTS AND BATHROOMS TO BE
TEMPERED GLASS PER (IRC R308.1)
H. ALL SIMPSON ANCHORS MAY BE REPLACED BY APPROVED EQUALS.
I. ROOF VENTILATION TO BE 1/150 OF TOTAL ATTIC AREA.
2. FRAMING NOTES:
A. FLOOR: TO BE FRAMED IN ACCORDANCE w/SPECIFICATIONS OF DRAWINGS.
- ALLOWABLE FLOOR LOADS ARE AS SET FORTH IN IRC R301.4 & R301.5
- ALL STRUCTURAL MEMBERS OF FLOOR ARE TO BE PROPERLY FIT AND FASTED IN
ACCORDANCE IRC.
- ALL STRUCTURAL LUMBER TO BE #2 DOUGLAS FIR OR BETTER.
B. WALLS: EXTERIOR WOOD FRAMED WALLS TO BE 2" x 6" @ 16" O.C.. HEIGHT TO BE AS SET
FORTH IN SECTIONS.
- ALL EXTERIOR WALLS TO BE SHEATHED w/ 1/2" STRUCTURAL PLYWOOD OR 7/16" OSB
- ALL WINDOW/DOOR HEADERS AND BEARING WALL BEAMS TO BE 4" x 10" UNLESS OTHERWISE
NOTED.
- INTERIOR WALLS TO BE 2" x 4" @ 16" O.C.. HEIGHT TO BE AS SET FORTH IN SECTIONS.
- WET WALLS MAY BE 2" x 6" CONSTRUCTION TO ALLOW FOR PLUMBING CLEARANCE.
C. CONNECTIONS:
- ALL WALL TO BEAM CONNECTIONS TO BE POSITIVE FOR UPLIFT & LATERAL SUPPORT PER IRC.
- ALL NAILING TO BE PER IRC TABLE R602.3
- ALL CONNECTORS ARE SPECIFIED AS SIMPSON AND MAY BE REPLACE BY APPROVED
EQUALS.
3. ENERGY CODE: COMPLY WITH WASHINGTON STATE ENERGY CODE.
A. ALL WINDOWS AND DOORS TO BE SEALED INTO WALL w/CAULKING AND WEATHERSTRIPPING.
B. ALL FRAMING INTERSECTIONS BETWEEN CONDITIONED AND UNCONDITIONED WALLS & FOUNDATIONS
TO BE CAULKED TO STOP AIR LEAKAGE.
C. ALL WIRING, PLUMBING AND DUCTING PENETRATIONS TO BE SEALED.
D. VENTILATION DUCTS SHALL HAVE R-4 INSULATION COVERING.
E. WHOLE HOUSE VENTILATION NEVER LESS THAN 120 CFM w/ 1.0 SONE RATING.
F. WINDOWS TO HAVE U-VALUE OF .30 OR BETTER.
4. INSULATION:
A. ROOF/CEILING TO HAVE A MINIMUM OF R-49 BLOWN INSULATION.
B. FLOOR TO HAVE A MINIMUM OF R-30 BATT. INSULATION.
C. WALLS TO HAVE A MINIMUM OF R-21 BATT + R5 CI EXTRIOR
INSULATION.
D. ALL EXTERIOR WALLS TO HAVE ONE OF THE FOLLOWING VAPOR
BARRIERS:
- TYVEK HOUSE WRAP
- TYPAR HOUSE WRAP
- 15# FELT PAPER.
MECHANICAL SPECIFICATIONS:
1. CLOTHES DRYER LOCATED IN AN AREA THAT IS HABITABLE OR CONTAINING OTHER FUEL
BURNING APPLIANCE SHALL BE VENTED TO EXTERIOR OF STRUCTURE. THE EXHAUST DUCT
LENGTH IS LIMITED TO LENGTHS SET FOR IN IRC SECTION M1501.
2. ELEMENTS OF APPLIANCES WHICH CREATE A GLOW, FLAME OR SPARK SHALL BE LOCATED
A MINIMUM OF 18" ABOVE THE GARAGE FLOOR. (M 1307.3)
3. EXHAUST DUCTS TO BE CONSTRUCTED OF SMOOTH-WALL METAL .016 IN. APPROVED FLEX
CONNECTORS NOT EXCEEDING 8 FT IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC
DRYER EXHAUST. (M1501.1) M1502.3.1 DRYER DUCT TERMINATION - A MINIMUM OF 12.5 SQ.
INCHES FOR TERMINATION OUTLET OF DRYER DUCT REQUIRED.
4. HOT WATER TANKS HAVING FLEXIBLE PIPE CONNECTIONS AND OVER FOUR FEET TALL
SHALL BE STRAPPED BOTH TOP AND BOTTOM WITH APPROVED SEISMIC STRAPS.
PLUMBING SPECIFICATIONS:
1. PRESSURE RELEASE VALVE FOR HOT WATER TANK TO DRAIN TO EXTERIOR OF
BUILDING WITH DRAIN END NOT MORE THAN TWO FEET NOR LESS THAN 6" ABOVE THE
GROUND, POINTING DOWN. (UPC 1007e)
2. PROVIDE AN AIR GAP FOR THE DISHWASHER IF PROVIDED (UPC 608d)
3. PROVIDE APPROVED BACK FLOW PREVENTION DEVICE AT ALL HOSE BIBS. (UPC 1107)
4. EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT AT ITS
UPPER TERMINAL. (UPC 406a)
BLUEPRINT DESIGN CONSULTANTS HEREBY ISSUES AN EXCLUSIVE LICENSE TO
PURCHASER , TO CONSTRUCT ONE HOME ADDITION ON ONE LOT FROM THESE
PLANS. THESE PLANS IN ANY FORM CANNOT BE RESOLD OR COPIED WITHOUT
WRITTEN APPROVAL FROM BLUEPRINT DESIGN CONSULTANTS.
CERTIFIED PROFESSIONAL BUILDING DESIGNER
NATIONAL COUNCIL OF
B
UIL
DING D
E
SIGN
ER CERTIFICATION
John AndersonCPBD No. 48-654
DESIGNED BY:
CONTRACTOR TO VERIFY ALL LOT AND BUILDING DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION
DATE:
REVISED:
A.I.B.D. - C.P.B.D. - M.B.A.
John Anderson
DESIGN PROFESSIONAL COUNCIL
5780 WILLOW SPRINGS WAY
FERNDALE, WA 98248
(360) 733-7206 OR 815-2350
A-3
MT. BAKERVIEW BUILDERS
DEC 9, 2023
DEC 27, 2023
JAN 15, 2024
JUL 11,2024SEP 3, 2024
LOT 9, PHASE 5 ROCKRIDGE
ANACORTES, WA 98221
SWPPP DETAILS
GENERAL NOTES
SWPPP DETAILS
REVISED ENERGY CALCS
12/16/24
CERTIFIED PROFESSIONAL BUILDING DESIGNER
NATIONAL COUNCIL OF
B
UIL
DING D
E
SIGN
ER CERTIFICATION
John AndersonCPBD No. 48-654
1/2" = 1'-0"
ADVANCED CORNER FRAMING
OUTSIDE CORNER
INSIDE CORNER
16"
R-10 HDR
H2.5
2" RIGID
4x10 (TYP.)
1/2" = 1'-0"1/2" = 1'-0"
ATTIC INSULATION R-38 w/RAISED HEEL
TRUSS OR R-49 w/STANDARD TRUSS
ATTIC VENTILATION 1/150
ADVANCED FRAMING TRUSS
H2.5 @ ALL TRUSSES
DESIGNED BY:
CONTRACTOR TO VERIFY ALL LOT AND BUILDING DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION
DATE:
REVISED:
A.I.B.D. - C.P.B.D. - M.B.A.
John Anderson
DESIGN PROFESSIONAL COUNCIL
5780 WILLOW SPRINGS WAY
FERNDALE, WA 98248
(360) 733-7206 OR 815-2350
MT. BAKERVIEW BUILDERS
DEC 9, 2023
DEC 27, 2023
JAN 15, 2024
JUL 11,2024SEP 3, 2024
LOT 9, PHASE 5 ROCKRIDGE
ANACORTES, WA 98221
WSU C3 ENERGY CALCS
ADVANCED FRAMING
CERTIFIED PROFESSIONAL BUILDING DESIGNER
NATIONAL COUNCIL OF
B
UIL
DING D
E
SIGN
ER CERTIFICATION
John AndersonCPBD No. 48-654
NORTHEAST ELEVATION
SCALE: 1/4" = 1'-0"
DRIVEWAY
GRADE
2
12
5080 XOU 18" V.
15'-7"
4'-6"
9'-1 1/8"
10'-1 1/8"
NORTHWEST ELEVATION
SCALE: 1/4" = 1'-0"
W/P DECK PER PLAN
DECK PER PLAN
STEPS PER
GRADE
GRADE
ENG'D ROCKRETAINING WALL
1x6 & 1x4 CLEAR CEDAR
ROCK RETAINING WALL
MAX. 5' HIGH
5080 XOU 18" V.5080 XOU 18" V.
6050 XO
5080 XOU 18" V.
6050 XO
80610 SGD
5080 XOU 18" V.5080 XOU 18" V.5080 XOU 18" V.
BSMT FLR
MAIN FLR
PLATE HT
BSMT PLATE HT
12'
10.78'
5'
6'-5"
9'-9 3/4"
10'-1 1/8"
22.53'
18080 OH DOOR
SCALE: 1/4" = 1'-0"
2
12
BENCHMARK @ 423.0'
HT ALLOWED = 12'0"
STANDING SEAM METAL ROOFING
ROCKRETAININGWALL
HARDI BOARD &BAT SIDING
HARDI-PLANK 4" EXPOSED
MAX. HEIGHT ALLOWED 435.0'
60 S.F. STONE VENEER
680 S.F. FRONT FACING WALLS5% = 34 S.F. REQUIRED STONE
FLOOR LEVEL416.6'
MAX. HEIGHT
2618 PIC
3680
3618 PIC 3618 PIC
5080 MU - XOU24" VENT
2618 PIC
3070 SH TMP 24" V.3070 SH TMP 24" V.
2618 PIC
5080 MU - XOU24" VENT
2618 PIC
BUILING HT. 22.53'434.00'
4040 S/L
12" O.H. TYP
PLATE HT
AVG. GRADE411.75'
GAR. FLOOR LEVEL415.6'
SOUTHWEST ELEVATION
SCALE: 1/4" = 1'-0"
ROCK RETAINING WALL SIDEWALK/DRIVEWAY
H/P COMP
2
12 STANDING SEAM ROOF
HARDI-PLANKTEXTURED
SIDING TYP.
5050 SH 24"V. OBSC. TMP
DESIGNED BY:
CONTRACTOR TO VERIFY ALL LOT AND BUILDING DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION
DATE:
REVISED:
A.I.B.D. - C.P.B.D. - M.B.A.
John Anderson
DESIGN PROFESSIONAL COUNCIL
5780 WILLOW SPRINGS WAY
FERNDALE, WA 98248
(360) 733-7206 OR 815-2350
A-4
MT. BAKERVIEW BUILDERS
DEC 9, 2023
DEC 27, 2023
JAN 15, 2024
JUL 11,2024SEP 3, 2024
LOT 9, PHASE 5 ROCKRIDGE
ANACORTES, WA 98221
ELEVATIONS
CERTIFIED PROFESSIONAL BUILDING DESIGNER
NATIONAL COUNCIL OF
B
UIL
DING D
E
SIGN
ER CERTIFICATION
John AndersonCPBD No. 48-654
13'-6"15'22'-6"
51'
22'
31'
7'
6'-6 1/2"
14'16'14'
44'
7'
31'-8"
21'-4"
53'
6'-6 1/2"
7'
4'-10"
4'-10"6'4'-10"
13'-9 1/4"6'-8 1/4"9'-9 1/4"13'-9 1/4"
20'-5 1/2"8'-0 1/2"22'-6"
1 1/2 X 11 7/8 JOISTS 16" OC
FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
19
IRC
20
IRC
SEE ENGINEERING FOR FLOOR FRAMING
AND STRUCTURAL DETAILS
CRAWL ACCESS
GARAGE FILL ABOVE
4" REINF. (6x6 WIRE
MESH) CONC. SLAB
OVER COMPACTED
FILL
30"x30" 24" VENTED
ACCESS WELL W/16"
X 24" OPENING IN
PERIMETER WALL
(MIN.) IRC 408.3
CRAWL SPACE
6 MIL VISQUEEN
18" MIN. CLEARANCE TO JOIST
12" MIN. CLEARANCE TO GIRDERS
IRC 408.1
1791 S.F.
300=5.97 S.F.
VENT AREA
12 VENTS REQ'D
IRC 408.2
ELECTRICAL GROUNDING NOTE:
BEND A 20' PIECE OF REBAR 90° AT EACH
END ENOUGH TO TIE TO THE FOOTING REBAR
AND RUN 4" ABOVE AND THROUGH THE STEM
WALL. SEE BUILDER FOR LOCATION.
2x6 P.T.
SECOND STUB ALLOWS
FOR CONTINUITY CHECK
DESIGNED BY:
CONTRACTOR TO VERIFY ALL LOT AND BUILDING DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION
DATE:
REVISED:
A.I.B.D. - C.P.B.D. - M.B.A.
John Anderson
DESIGN PROFESSIONAL COUNCIL
5780 WILLOW SPRINGS WAY
FERNDALE, WA 98248
(360) 733-7206 OR 815-2350
A-5
MT. BAKERVIEW BUILDERS
DEC 9, 2023
DEC 27, 2023
JAN 15, 2024
JUL 11,2024SEP 3, 2024
LOT 9, PHASE 5 ROCKRIDGE
ANACORTES, WA 98221
FOUNDATION PLAN
CERTIFIED PROFESSIONAL BUILDING DESIGNER
NATIONAL COUNCIL OF
B
UIL
DING D
E
SIGN
ER CERTIFICATION
John AndersonCPBD No. 48-654
Wine Cellar
WD
5080 XOU 18" V.5080 XOU 18" V.
308O O/SGLASS 5080 XOU 18" V.5080 XOU 18" V.
3080
5080 XOU 18" V.5080 XOU 18" V.
5050 SH 24" V.
OBSC. TMP.
5080 MU - XOU
24" VENT
5080 MU - XOU24" VENT
3070 SH TMP 24" V.
3680
3070 SH TMP 24" V.
18080 OH DOOR
6080 B.F.
2680
2868
4080 F.O.
5080 XOU 18" V.
3050 XO
30802468
3080
2468
4080
3068
2480
32" GLASS DR.
8IRC
8IRC
N
CO
SD
SD
CO
2'-3"18'2'-3"
7'14'16'14'
22'
31'
2'5'
3"
5'1'-9"
21'-7 13/16"
6'-6 1/2"
13'-6"15'22'-6"
51'
5'
1'-2"
16'-7"
14'-10 1/2"
9'-4 1/2"
12'-2"
53'
7'
2'-10 1/2"
5'
3"
5'
2'-10 1/2"
7'
1'-6"
3'
1'-3"
3'-6"
1'-3"
3'
1'-6"
5'-1"
5'
7'-8"
7'-6 1/2"
14'-6 7/16"
9'-1"
11'-8 1/2"
21'-0 15/16"
5'-9"3'-3"3'-9"14'-6"
6'-5 1/2"
6'-11"
5'-2"
4'-10"5'-6"
1'-3"
3'2'-1 1/2"
5'-9"
1'-7 1/2"5'
3"
5'1'-7 1/2"
4'-8 1/2"
5'-11"
7'-10 7/16"
13'-1"16'
2'5'
3"
5'
1'-9"
9'-8 1/2"
1'-7 1/2"
5'
1'-4"
2'-5 1/2"
2'-5"
6'-1"
7'
14'-11" X 24'-2"
21'-6" X 21'-0"
12'-3" X 7'-2"
13'-0" X 9'-5"
14'-10" X 6'-1"
10'-9" X 14'-3"
15'-9" X 4'-11"
3'-2" X 6'-0"
10'-3" X 9'-0"
13'-3" X 13'-6"
2'-1" X 7'-2"
13'-0" X 15'-9"
9'-0" X 14'-4"
5'-10" X 5'-1"
12'-6" X 11'-8"
2'-1" X 4'-9"
GARAGE
PORCH
MAIN FLOORPLAN
SCALE: 1/4" = 1'-0"
MAIN FLR.1,743 S.F.
DAYLIGHT BSMT 1,423 S.F.
GARAGE 480 S.F.
W.P. DECK 80 S.F.
COVERED PORCH 58 S.F.
LOWER DECK 80 S.F.
W.P. DECK
MASTER BDRM
GREAT RM
ENTRY
(80 S.F.)
SHWR
D/W
DBLOVEN
48" GAS COOKTOP
W/48" EXAUST 350 CFM
4X10 DF
ENGINEERED HDR CONTINUOUS
MASTER
BATH
MASTERCLST
STUDY
58 S.F. COVERED
1IRC
2IRC
3
IRC
4
IRC
5
IRC
6
IRC
7IRC
12IRC
13IRC
14
IRC
16
IRC
17IRC
18
IRC
BW BW
BW
ENGINEERED BEAM
ENGINEERED BEAM
FAUX BEAM
ENGINEERED BEAMENGINEERED BEAM
4040 S/L
COATS
3
IRC 3IRC
6IRC
4X12 DF HDR CONTINUOUS
A
8
A
8
B
8
B
8
ENGINEERED BEAM
C
8
C
8
D
8
D
8
E
8
E
8
10. M1307.2 P2801.6 & 7 - WATER HTR TO BE
ANCHORED TOP & BOTTOM TO RESIST
HORIZONTAL DISPLACEMENT DUE TO
EARTHQUAKE MOTION. STRAPPING TO BE WITHIN
THE UPPER 1/3 AND LOWER 1/3 OF THE
APPLIANCE.
INTERIOR NOTES
6. IRC 314.1 - 314.6 - SMOKE DETECTORS
GARAGE NOTES
13. IRC 309.1 - 4" REINF. (6x6 WIRE MESH) CONC.
SLAB OVER COMPACTED FILL. SLOPE THE SLAB
AS TO FACILITATE THE FLOW OF LIQUIDS
TOWARD A FLR. DRAIN OR THE OVERHEAD
DOOR ENTRY.
15. IRC 302.7 - ENCLOSED ACCESSIBLESPACE UNDER STAIRS SHALL HAVE WALLS,UNDER-STAIR SURFACE AND ANY SOFFITS
PROTECTED ON THE ENCLOSED SIDE WITH1/2" GYPSUM WALL BOARD.
EXTERIOR NOTES
20. IRC 317.1 -317.2.1- PROTECTION OF WOOD
AND WOOD BASED PRODUCTS FROM DECAY
SHALL BE PROVIDED IN THE FOLLOWING
LOCATIONS BY THE USE OF NATURALLY DURABLE
WOOD OR WOOD THAT IS PRESERVATIVE-
TREATED IN ACCORDANCE WITH APWA U1 FOR
THE SPECIES, PRODUCT, PRESERVATIVE AND
END USE. PRESERVATIVES SHALL BE LISTED IN
SECTION 4 OF AWPA M4.
R317.3 FASTNERS AND CONNECTORS SHALL BE
IN ACCORDANCE WITH ASTM F1667
FLOORS TO HAVE AN18" MIN CLEARANCE -
WOOD GIRDERS TO HAVE A MIN. OF 12"
CLEARANCE.
4. M1307.1 - APPROVED FACTORY-BUILT
FIREPLACES (ZERO CLEARANCE) GAS FIREPLACE
INSTALLED PER MFR INSTRUCTIONS.
(INSTRUCTIONS TO BE ON SITE FOR INSPECTION)
17. IRC 319.1 - APPROVED ADDRESS NUMBERS
SHALL BE PLACED ON ALL NEW AND
REMODELED BUILDINGS, INCLUDING ONE AND
TWO FAMILY DWELLINGS, IN SUCH A POSITION AS
TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE
ROAD OR STREET FRONTING THE PROPERTY
2. IRC 311.7 - STAIRWAYS AND RAILINGS SHALL
COMPLY WITH IRC 301.5, 303.6, 311.5
18. IRC 507.2 - POSTS, COLUMNS, GIRDERS,
JOISTS, DECKING, STAIR JACKS, AND TREADS OF
ALL DECKS SHALL BE OF WOOD WHICH IS
RESISTANT TO DECAY. CEDAR, REDWOOD,
PRESSURE TREATED.
8. IRC 807.1 - 22" x 30" ATTIC ACCESS w/12"
DAM
16. IRC 312.1 AND 312.2 - GUARD RAILSSHALL BE LOCATED ALONG OPEN SIDEDWALKING SURFACES, INCL. STAIRS, RAMPSAND LANDINGS LOCATED MORE THAN 30"ABOVE GRADE AND SHALL NOT BE LESSTHAN 36" HIGH FROM THE TOP OF WALKING
SURFACE.
11. M1307.3 - RELIEF VALVE TO BE PLUMBED TO
EXTERIOR OF BUILDING - WATER HEATER TO BE
PLACE ON 1 HR. FLOOR CONSTRUCTION A
MINIMUM OF 18" HIGH
5. M1501.1 - EXHAUST DUCTS FROM DOMESTIC
DRYER TO WALL OR ROOF TERMINATION SHALL
NOT EXCEED25-FT. 2.5 FT. OF MAXIMUM
ALLOWED LENGTH SHALL BE DEDUCTED FOR
EACH 45-DEGREE ELBOW AND 5 FT FOR EACH
90 DEGREE ELBOW. DUCTS ARE TO BE SMOOTH
.016 IN. METAL AND SHALL HAVE NO SCREWS OR
FASTENERS WHICH WILL OBSTRUCT FLOW. ( DOES
NOT INCLUDE THE TRANSITION DUCT)
3. IRC 308.1 - GLAZING IN HAZARDOUS
LOCATIONS SHALL BE OF SAFETY GLASS. EACH
LIGHT OF SAFETY GLAZING SHALL BE IDENTIFIED
BY A PERMANENT LABEL VISIBLE AFTER
INSTALLATION.
12. IRC 302.5.1 - SELF CLOSING, 20 MIN. DOOR
1. IRC 310.1 - PROVIDE AT LEAST ONE
OPERABLE WINDOW OF NOT LESS THAN 5.7 S.F.
OF OPENABLE AREA, WITH CLEAR MINIMUM
HEIGHT 24" AND WIDTH 20", MAXIMUM SILL HEIGHT
44" ABOVE FINISHED FLOOR
19. IRC 502.4 - SOLID BLOCKING REQUIRED AT
ALL BEARING POINTS OF FLOOR, CEILING &
ROOF SYSTEMS
9. IRC 302.5.2 - DUCTS IN THE GARAGEAND DUCTS PENETRATING THE WALL ORCEILING SEPARATING THE DWELLING FROM
THE GARAGE SHALL BE CONSTRUCTED OFA MINIMUM 26 GAGE SHEET STEEL ANDSHALL HAVE NO OPENINGS INTO THEGARAGE. THIS WOULD ALSO PROHIBITFILTER ACCESS OPENINGS IN THE RETURNAIR DUCT SYSTEM OR ANY HEAT SUPPLYOPENINGS INTO THE GARAGE.
7. IRC 315.1 - 315.7 CARBON MONOXIDE & COMBO
7b. IRC 314.2.3 - HEAT DETECTOR IN GARAGE
4X12 DF HDR CONTINUOUS
PWDR
LAUNDRY PANTRY
NOOK
KITCHEN
LESS THAN 18" HT
80 CFM
80 CFM
110 CFM
M/W
DRAWER
(4) LED CAN LIGHTS
AT ENTRY
SHIELDED TUBE
UP/DN SCONCESHIELDED TUBE
UP/DN SCONCE
(4) LED CAN LIGHTS
SHIELDED TUBE
UP/DN SCONCE SHIELDED TUBE UP/DN SCONCE
14. IRC 302.6 - 1/2" GWB BETWEEN GARAGE &
LIVING SPACE. IF LIVING AREA ABOVE GARAGE,
APPLY 5/8" TYPE "X" GWB TO CEILING. THIS
ALSO APPLYS TO ANY SUPPORT STRUCTURE (IE.
BEAMS & POSTS) TO BE COVERED BY 1/2"
GYPSUM WALL BOARD.
2668
6050 XO
21068GLASS 80610 SGD
21068GLASS
6050 XO
30682868
2068
2868
3668
4668
2280
3668 F.O.
6068 B.P.
3068
28682868
2668
3068
2868
CO/SD
SD
SD
15'15'
21'-4"
51'
15'
22'
7'
14'16'14'
44'
21'-4"
13'-6"15'22'-6"
15'
7'
6'-6 1/2"
7'
4'8'4'4'-3 1/2"6'3'-8 1/2"4'6'4'
53'
31'
53'
31'-8"
13'-1 1/2"
4'-1"
5'-3"
6'-10"
13'-4"
2'-8 1/2"
6'-4 1/2"
2'-10 1/2"
3'-8 1/2"
9'-1"3'-6"16'3'-6"9'-3 1/2"
20'-7 1/2"
2'-8 1/2"
3'-6"3'-6"
12'-10"
3'-7"
1'-7 1/2"
6'-9 1/2"6'
2'-8 1/2"
8'-7 1/2"
5'-7"
3'
13'-9 1/2"
7'-1 1/2"
5'-10"
4'-1"
13'-10 1/2"
15'-11" X 23'-9"
21'-2" X 20'-8"
19'-2" X 20'-8"
9'-2" X 6'-4"
12'-5" X 13'-1"13'-0" X 13'-3"
3'-6" X 2'-8"
5'-11" X 6'-10"
3'-5" X 2'-8"
8'-8" X 5'-2"
3'-5" X 9'-4"
1'-6" X 2'-8"
15'-9" X 4'-11"
8'-9" X 3'-8"
8'-8" X 4'-0"9'-3" X 2'-8"
8'-8" X 6'-9"
CRAWLSPACE
COMPACTED FILL
DAYLIGHT BSMT
SCALE: 1/4" = 1'-0"
1,423 S.F.DAYLIGHT BSMT.
80 S.F. DECK
BEDRM 3 BEDRM 2
MECHANICAL RM
REC RM
(85 S.F.)
5 SHELVES
GAMES
BATH BATH
LINEN
HALL
WALL
NICHE
DECK
(80 S.F.)
HEAT PUMP
ABOVE
LINEN-SUPPLIES
CLST CLST
SQUASH
BLOCK
6X6 DF OR(4) 2X6 HF
6X6 DF OR(4) 2X6 HF
SQUASH
BLOCK
SQUASH
BLOCK
SQUASH
BLOCK
CLST
B.P.
BW
1IRC 1
IRC
2IRC
6
IRC
6IRC
7
IRC9-11
IRC
16
IRC
(2) 2X6 (2) 2X6
4X4 DF POSTW/HUC48
4X12 DF
4X4 DF
TO BM
(2) 8"
TIMBER LOK
SAUNA
SEE C3 ENERGY CALCS PG A-3.1
80 CFM
80 CFM
80 CFM
5 1/2"X13 1/2" 24F-V4 GLB(HOLD DOWN 1 1/2" FOR SLOPE)
SHIELDED TUBE UP/DN SCONCE SHIELDED TUBE
UP/DN SCONCE
(4) LED CAN LIGHTS
TIER IIIHWHEATER
ERV
AIR HANDLER
W/SHOWERDRAINRECIRC.
DESIGNED BY:
CONTRACTOR TO VERIFY ALL LOT AND BUILDING DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION
DATE:
REVISED:
A.I.B.D. - C.P.B.D. - M.B.A.
John Anderson
DESIGN PROFESSIONAL COUNCIL
5780 WILLOW SPRINGS WAY
FERNDALE, WA 98248
(360) 733-7206 OR 815-2350
A-6
MT. BAKERVIEW BUILDERS
DEC 9, 2023
DEC 27, 2023
JAN 15, 2024
JUL 11,2024SEP 3, 2024
LOT 9, PHASE 5 ROCKRIDGE
ANACORTES, WA 98221
FLOORPLANS
REVISED ENERGY CALCS
12/16/24
CERTIFIED PROFESSIONAL BUILDING DESIGNER
NATIONAL COUNCIL OF
B
UIL
DING D
E
SIGN
ER CERTIFICATION
John AndersonCPBD No. 48-654
4040
1 : 12
2 : 12
2 : 12 2 : 12
ROOF PLAN
SCALE: 1/4" = 1'-0"
TRUSS NOTES:
1. ALL TRUSSES SHALL CARRY MANUF. STAMP AND BE INSTALLED AND BRACED PER MANUF. SPEC.
2. TRUSSES SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENGINEERING
CALCS.
3. DESIGN DETAILS AND TRUSS LAYOUT PLAN TO BE PROVIDED BY TRUSS MANUF. AND BE ON SITE FOR FIELD
INSPECTIONS IF REQUIRED.
4. ALL PERIMETER AND BEARING WALL BEAMS AND HEADERS TO BE #2 DFIR 4"X10" UNLESS NOTED OTHERWISE.
5. PROVIDE SCREENED BLOCKING OVER SUPPORTS.
6. INSTALL TRUSSES PER THE HIB-91.
7. ROOF PITCH TO BE AS SHOWN ON ELEVATIONS.
8. ALL OVERHANGS ARE 16" WITH 16" BARGE ENDS EXCEPT AS NOTED OTHERWISE.
9. ROOF VENTILATION TO BE PER IRC R806.2
10. SIMPSON H2.5 (TYP.) FOR ALL TRUSS CONNECTIONS.
11. BARGE TO BE PRIMED CEDAR PER PLAN
12. STANDING SEAM METAL ROOFING PER MFG'S INSTRUCTION.
SEE ENGINEERING
15# FELT TYP.
7/16"" MIN. APA RATED SHEATHING U.N.O. w/ 8' PANEL LENGTH
PLACED PERP. TO DIRECTION OF FRAMING AND ALTERNATE
PANEL END JOINTS BY 4'. NAIL w/8d @ 6" o.c. PERIMETER & ALL
SUPPORTED PANEL EDGES @ 12" o.c. TYPICAL UNO.
AIR BAFFFLE 1" SPACE MIN TO
EXTEND 12" MIN. ABOVE
INSULATION
SIMPSON H2.5 TIE @ EA. TRUSS.
(INSTALL PRIOR TO SHEATHING ON
EXTERIOR SIDE)
2x8 FASCIA W/
CONT. GUTTER
2x SOFFIT FRAMING
(VENTED SOFFIT PER OWNER)
DBL. TOP PLATE
COMPOSITION ROOF
R-49 INSULATION
4" SOLID TILE
4" PERF TILE
w/DRAINROCK
2% GRADE
LANDSCAPE
CLOTH
(18" OVERHANG)
2x10 BAND
4x10 DFIR HDR (TYP.)
1/2" GWB
HARDIPLANK
SIDING (TYP)
7/16 OSB SHEATHING
w/TYVEK HOUSE WRAP
R-21
INSULATION
"Z" FLASHING
2x10 BAND
EXT. WARM WALLS - 2x6
STUDS @ 16" o.c. OVER 7/16"
APA RATED SHEATHING .
INSTALL BUILDING PAPER OR
FELT BETWEEN SIDING AND
WALL SHEATHING TYPICAL
ALL EXTERIOR WALLS.
BLOCK @ 8' EA. STUD BAY.
ATTIC VENTILATION 1/150 OF
SPACE or 1/300 IF VENTS
WITHIN 36" OF RIDGE
NOTES:
1. ALL EXTERIOR WALLS TO BE CONSTRUCTED IN
ACCORDENCE W/ THE MIN. PROVISIONS PER U.B.C.
2326.
2. INTERIOR WALLS TO BE 2x4" CONSTRUCTION
TYPICAL EXCEPT @ PLUMBING AND OCCUPANCY
SEPARATION.
PERMA-GARD PRIMER
VAPOR BARRIER
NOTE:
TYP NOTE:
OSB SHEATHING FOR WALLS,
FLOORS REQUIRE MINIMUM 1/8"
SPACE BETWEEN ALL PANEL
ENDS AND EDGES.
USE METAL STRAPS
BETWEEN 1ST & 2ND
FLOORS AFTER WALL
SHEATHING ARE IN
PLACE. LOCATION OF
STRAPS WILL BE
DETERMINED BY
STRUCTURAL ENGINEER
WALL SECTION (TYP.)
1/2" = 1'-0"
6-MIL VISQUEEN
FLR JOISTS PER PLAN
3/4" T&G
PLYWOOD
ENGINEERED
TRUSS
1/2" GWB (TYP.)
3/4" T&G . SHTG. GLUE & NAIL
w/10d 6" o.c. EDGES &
BLOCKING. 10" o.c. FIELD -
TYPICAL.
8d @ 4" O.C. @
(EACH MEMBER)
R-38 INSULATION
2 x BIRD BLOCK W/ SCREEN -
TOE NAIL w/(2) @ ea. END TO
TRUSS OR RAFTER
R-21 INS. BATTS w/VAPOR
BARRIER
FLR JOISTS PER PLAN
CEILING HT PER PLAN
CEILING HT PER PLAN
R-10 TYP.
2'-10"
R311.6.3.1, R311.5.6.1
HANDRAIL HEIGHT SHALL BE NO
LESS THAN 34" ABOVE TREADNOSING AND NOT MORE THAN 38"
R311.5.3
STAIR TREADS SHALL BE A MIN OF 10"RISE SHALL BE NO MORE THAN 7 3/4"
FLOOR SYSTEM PER PLAN
FLOOR SYSTEM PER PLAN
1 /2 W A L L T Y P .
STAIR SECTION DETAIL
N.T.S.
DESIGNED BY:
CONTRACTOR TO VERIFY ALL LOT AND BUILDING DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION
DATE:
REVISED:
A.I.B.D. - C.P.B.D. - M.B.A.
John Anderson
DESIGN PROFESSIONAL COUNCIL
5780 WILLOW SPRINGS WAY
FERNDALE, WA 98248
(360) 733-7206 OR 815-2350
A-7
MT. BAKERVIEW BUILDERS
DEC 9, 2023
DEC 27, 2023
JAN 15, 2024
JUL 11,2024SEP 3, 2024
LOT 9, PHASE 5 ROCKRIDGE
ANACORTES, WA 98221
ROOF PLAN
TYP. SECTIONS
REVISED ENERGY CALCS
12/16/24
CERTIFIED PROFESSIONAL BUILDING DESIGNER
NATIONAL COUNCIL OF
B
UIL
DING D
E
SIGN
ER CERTIFICATION
John AndersonCPBD No. 48-654
4'
8'
6'-1"
13'-0 3/4"
2'
1'1'
10'-1 1/8"
10'-4"
2x12 DFBLOCKING
ENG. BEAM
4x12 DF HDRCONTINUOUS
(2) PIECE FASCIA2x4 P.C. & 2x12 P.C.
(2) PIECE FASCIA
2x4 P.C. & 2x12 P.C.
A SECTION
1/4" = 1'-0"
STUDY MSTR CLST
MSTR BATH
MSTR BDRM
BDRM 3
CLSTBATH
MECH. RM
11 7/8" TJI PER PLAN
5050 SH 24" V. OBSC. TMP.
11 7/8" TJI PER PLAN
R-30 TYP
VERT. FENSTRATION TOBE 0.30 UVALUE MIN.
ACCESS
R-21
R-21
R-10 TYP.
R-10 TYP.
R-10 TYP.
R-21 TYP.
R-30 TYP
R-10 TYP.
R-21
R-49 TYP.
R-49 TYP.
ERV AIRHANDLER
TIER III
W/SHOWERDRAINRECIRC.
15'-8"
11'-5 1/4"
9'-0 1/2"
8'-9 5/8"
9 5/8"
6"
4'
7 5/8"
10"
10'-1 1/8"
3668
B SECTION
1/4" = 1'-0"
(2) PIECE FASCIA2x4 P.C. & 2x12 P.C.
(2) PIECE FASCIA2x4 P.C. & 2x12 P.C.
COVERED DECK PER PLAN
DECK PER PLAN
11 7/8" TJI PER PLAN
11 7/8" TJI PER PLAN
30803080
21068GLASS
4080 4080 F.O.
CANT. TRUSSES
11 7/8" TJI PER PLAN
VERT. FENSTRATION TO
BE 0.30 UVALUE MIN.
R-21
12" RAISED HEEL
R-10 TYP.R-49 TYP.
R-49 TYP.
FAUX BEAMS PER PLAN
ENG'D BEAM PER PLAN
R-21
R-21
R-10 TYP.
HALL
CLST
REC ROOM
R-10 TYP.
R-21 TYP.
R-30 TYP.
8'
10'-4"
C SECTION
1/4" = 1'-0"
2x12 DF
BLOCKING
ENG. BEAM
4x12 DF HDRCONTINUOUS
(2) PIECE FASCIA
2x4 P.C. & 2x12 P.C.
(2) PIECE FASCIA2x4 P.C. & 2x12 P.C.
(2) PIECE FASCIA
2x4 P.C. & 2x12 P.C.
GARAGE
11 7/8 TJI PER PLAN
11 7/8 TJI PER PLAN
KITCHEN
DINING
BDRM 2 CLST
HALL
LINEN
MFG'D TRUSSES
4" REINFORCED CONCRETE OVER COMPACTED FILL
2668
6068
5080 XOU 18" V.
2280
LAUNDY
VERT. FENSTRATION TOBE 0.30 UVALUE MIN.
R-21 TYP
R-21 TYP
R-10 TYP
R-10 TYP
R-10 TYP
R-21 TYP.
R-49 TYP.
R-30 TYP.
STEP
D SECTION
1/4" = 1'-0"
GARAGESTUDY
4" REINFORCED CONCRETE OVER COMPACTED FILL
MFG'D TRUSSES
MFG'D TRUSSES
11 7/8" TJI PER PLAN
2618 PIC
3680
3618 PIC 3618 PIC2618 PIC
3068
3070 SH TMP 24" V.3070 SH TMP 24" V.
2618 PIC 2618 PIC
12" RAISED HEEL
VERT. FENSTRATION TOBE 0.30 UVALUE MIN.
R-21 TYP
R-49 TYP.
R-30 TYP.
SECTIONESCALE: 1/4" = 1'-0"
BEAM PER PLAN
BEAM PER PLAN
2X10 P.T. DECK JOISTS TYP
2X8 P.T. DECK JOISTS TYPBEAM PER PLAN
11 7/8 TJI PER PLAN
11 7/8 TJI PER PLAN
11 7/8 TJI PER PLAN
11 7/8 TJI PER PLAN
MSTR BDRM
BDRM 3
BDRM 2
DINING RM
5080 XOU 18" V.5080 XOU 18" V.
6050 XO
5080 XOU 18" V.
6050 XO
5080 XOU 18" V.
R-49 TYP
VERT. FENSTRATION TO
BE 0.30 UVALUE MIN.
R-21 TYP R-21 TYP
R-21 TYP
R-21
R-30 TYP.
R-10 TYP.
DESIGNED BY:
CONTRACTOR TO VERIFY ALL LOT AND BUILDING DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION
DATE:
REVISED:
A.I.B.D. - C.P.B.D. - M.B.A.
John Anderson
DESIGN PROFESSIONAL COUNCIL
5780 WILLOW SPRINGS WAY
FERNDALE, WA 98248
(360) 733-7206 OR 815-2350
A-8
MT. BAKERVIEW BUILDERS
DEC 9, 2023
DEC 27, 2023
JAN 15, 2024
JUL 11,2024SEP 3, 2024
LOT 9, PHASE 5 ROCKRIDGE
ANACORTES, WA 98221
SECTIONS
REVISED ENERGY CALCS
ALL SECTIONS REVISED
12/16/24