HomeMy WebLinkAboutPermit File BLD-2022-0753 1211 34th Street (2) a ■
LOT 10 LOT 9
(E) 5EWER MAIN 13LK.2 13LK.2
PER COA G15 (N) 6'+ FENCE (1/3)
(VERIFY LOCATION) MACARTNEY GARAGE ADDITION
6 Q
100' REAR PROPERTY LINE
a 1211 34TH STREET, ANACORTE5. WA. 98221
(N) 6'+ FENCE (2/3)
(E) SHED
(E) TREES TYP. LAND U5E INFORMATION: PROJECT INFORMATION
CLATE
ADDRESS: 1211 34TH STREET, ANACORTES, WA. PROPERTY OWNER: JOHN MACARTNEY
LOT 2 a BUILDING JURISDICTION: CITY OF ANACORTESBLK.2 PARCEL NUMBER: 57084DESIGNER: ALEXEI FORD DESIGN BUILDSS LOT 5 ZONING: RESIDENTIAL 228 E. MAPLE ST., BELLINGHAM, WA 98225
O LOT 3 LOT 4 BLK.2
BLK.2 TAX LOT NUMBER I D: 3783-002-004-0009
BLK 2LOT SIZE: 10861.5 +/- SQ. FT. ENGINEERING: ALPINE ENGINEERING
(N) 6'+ FENCE@ PROP. LINE (TYP.) PROP05ED I /��(E) SEWER
NEW ROOF OVER PER COA G15 SCOPE OF WORK: NEW GARAGE & PORCH ROOF
COVERED DECK / 71 (VERIFY LOCATION) NEW ROOFING OVER EXISTING FLAT SECTION LEGAL DESCRIPTION:
EXISTING GUTTER
DOWNSPOUT (E) ROOF EAVES & (5COPE OF WORK) LOTS 3 AND 4, BLOCK 2, CHILD5 AND HAGADORN5 FIRST
OVERHANGS TYP. (E) GUTTER PROPOSED GARAGE: 456 SQ. FT. ADDITION TO THE CITY OF ANACORTES, AS PER PLAT �•
v � — — — — — ■ DOWNSPOUT
W ■ W PROPOSED PORCH ROOF: 172 SQ. FT. RECORDED IN VOLUME 2 OF PLATS, PAGE 29, RECORDS OF
I I ■ 24'-0" z SKAGIT COUNTY, WASHINGTON.
w ■ - - - - - - - — (E)BLUESTON (E) GUTTER w
o O ■ I ■ DOWNSPOUT o GENERAL NOTE5:
� I �
PAVER PATIO �- 5 H E ET NUMBER:
■ , CONTACT DESIGNER IMMEDIATELY CONCERNING ANY DISCREPANCIES IN THE DRAWING PRIOR TO PROCEEDING
■ I Z — — — — _ (SCOPE OF W RK) ,� WITH WORK IN THE EFFECTED AREA. SHT N0. DESCRIPTION:
■ I ■ _ �r — — — — — 18 overhang 1 TITLE SHEET, SITE PLAN •
■ ■ + ALL APPLICABLE CODES, ORDINANCES, AND MINIMUM STRUCTURAL REQUIREMENT5 TAKE PRECEDENCES OVER ALL
DRAWING NOTES, SPECIFICATION, AND SIZES. 2 FOUNDATION PLAN, DETAILS
22' I ■ _' 6'-7 3/4"SIDE YARD SETBACK
PROPOSED 3 FLOOR PLAN
-� DO NOT SCALE DRAWINGS. �
■ ■ I EX15TING ELECTRICAL 4 ELEVATIONS
■ I — ` — — — — — — ■ �' 'x24-' _, METER BA5E TO BE RELOCATED RETARDERS USED ON THE INTERIOR SIDE OF ALL EXTERIOR WALLS AND CEILINGS, 5 MIL POLY VAPOR BARRIER TO
G 5 SECTION A-A, B-B
EXISTING GUTTER EXISTING AGE I � BE PLACED ON UNDERSIDE OF NEW FLOOR SLABS, AND WOOD WALLS/CEILINGS.
11� EXISTING GAS 6 PERSPECTIVES
ci _a i METER @ GRADE PROVIDE APPROVED DRAFT 5TOP5 IN CONCEALED SPACES BETWWEEN CEILING AND FLOOR PER 15G 7 ROOF FRAMING
1 DOWNSPOUT RESIDENCE `1
�' FLASH ALL OPENING WITH MINIMUM 26 GAUGED GALVANIZED OR ALUMINUM FLASHING.
PROP05ED
COVERED DECK — PROVIDE APPROVED FIRE5TOPPING IN WALLS PER IBC.
LANDSCAPING
_ _ _ _ _ I T SITE AREA: 10861.5 SQ. FT.
OVER EX15TING I - - PROVIDE SOLID WOOD BLOCKING FOR SUPPORT AT ALL WALL MOUNTED FIXTURES. % OF SITE AREA TO BE LANDSCAPED: 20% - R3 ZONE
EX15TING DECK _ _ 'E ' ;' # OF REQUIRED STREET TREES: 4
LAND5CAPING ® : CAULK ALL OPENINGS COMPLETELY.
E
h ALL WOOD IN CONTACT WITH CONCRETE OF MASONRY TO BE PRESSURE TREATED.
EROSION CONTROL �. � '� � - � NEW/ RELOCATED 200 AMP
51LT FENCE, BUFFER ZONE, - (E) GUTTER D5 ELECTRICAL METER BA5E •
\ � _ _ _ ALL SMOKE DETECTORS TO BE HARDWIRED WITH BATTERY BACK UP AS PER CODE. IMPERVIOUS AREA
NATURAL LANDSCAPE PRE5ERVATION - - -`�
/ � IF PROVIDE CARBON MONOXIDE DETECTORS AT ALL LEVELS PER IRC R315.
EXISTING RESIDENCE: 1664 SQ. FT.
-� EXISTING PATIOS: 580 SQ.FT �
100 FRONT PROPERTY LINE i EACH DWELLING UNIT 15 REQ'D TO PROVIDE WITH AT LEAST 1 PROGRAMMABLE THERMOSTAT FOR THE REGULATION
Mps:Hanacortes.municipal.codes/AMC/19.42.020 CONSTRUCTION ACCESS POINT OF TEMPERATURE. NEW GARAGE ADDITION: 456 SQ. FT.
EXIST. OVERHEAD 20' street setback. Covered porch may only ALL TREES 6" IN DIAMETER OR GREATER& MATURE PLANTS TO BE PRESERVED. NEW PORCH ROOFS: 130 SQ. FT.
POWER LINETO extend 6' into front setback, ie it should be 14' DRIVEWAY
EX15TING POWER POLE back from the front property line. 2018 WASHINGTON STATE RESIDENTIAL CODE ADOPT5 IRC 2015 WITH AMEMENDMENT5 1-10
NEW TOTAL IMPERVIOUS SURFACE AREA- 2830 SQ.FT. (26/a)
EXISTING WATER I EXISTING STORM SYSTEM �
i LINE PER COA G15
( LINE PER COA GIS
VERIFY LOCATION)
/ (E) DRIVEWAY APPROACH �3dh so-e1f
sorae�
r
L Ston•�k Pxk 1 11
34TH 5TREET
JX
JX
51TE PLAN � �
CITY OF ANACORTES
SCALE: 1" - 10'-0" PLANNING AND BUILDING DEPT: Jl
APPROVED PLANS HYDRANT
N REVIEWED FOR CODE COMPLIANCE - •
PERMIT#: BLD-2022-0753
I �
ADDRESS: 121134th St - ��
APPROVED BY:
SUBJECT TO FIELD INSPECTION.APPROVED PL S SHALL NOT
BE ALTERED WITHOUTAUTHORIZA ON. �I Kca � MSAW_
NOTES: 1
1. VERIFY (E) 5EWER LOCATION PRIOR TO DIGGING. «llll C`
Btrr rdeC
Ll
I® 36
2. xx CUBIC YARDS OF CUT 501L TO BE REMOVED FROM S
EXCAVATION
ADDITION FOUNDATION FOOTING.
{I 7zenlS.uyy msu 9/1
3. TIE NEW RAIN GUTTER DOWN5POUT PICKUP5 INTO EX15TING r �� 2022
TIGHTLINE. N. I LH LL- j 7- g
r � � 181h�heel-
4. NEW 200 AMP METER/ PANEL TO PROVIDE FOR FUTURE ON-GRID
SOLAR CONNECTION. 1
call before you dig
5. VERIFY ALL A5-BUILT DIMENSIONS AND FIELD CONDITIONS PRIOR TO WWW.CaII811.COm �I I u •
PERFORMING WORK. ANY HIDDEN CONDITIONS OR CONFLICTS IN www.c42811.co
CONSTRUCTION DOCUMENTS SHALL BE REPORTED. PROXIMITY MAP
1/2" AB @ 48" OC
& 12" IN FROM ENDS
TYP. 36'-3" 16'-2" 19'-0" "
FIBERBOARD 5CREED TYP
PRESSURE TREATED
12'-0"
51LL PLATE OVER CONCRETE SLAB
SILL SEAL TYP.
WELDED WIRE MESH A 6x6 P05T SEE FOOTING DETAIL 3 6x6 POST
Z 5 Deck floor system to �
FINISHED be pressure treated.
2 GRADE--') 1- - - - - -
- - - - - - -
� - - - - - - - - - - I 6 MIL
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ASPHALT EMULSION a IIII IIII =
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LANDSCAPE -fill=ill=ill=ill=ill=ill=r I• - 2" MIN TO WEATHER
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4 HORIZONTAL _ D RIGID PERIMETER DRAIN
4" RIGID PERF, DRAIN -1I I.I.IL, IN FOOTING C
PIPE SLOPE TO DAYLIGHT tI-" (p" 4" I I I � 6 ■
W/PERF HOLES DOWN, FOOTING ON DOWN SPOUT
EMBED IN 1.5 CU FT UNDI5TUR13ED EARTH
1" WA5HED ROCK
FOUNDATION DETAIL E � . _ . p - - - - - - - - - - - - - - - - - - - - - -
- N
1 i n ■ I •
5CALE. 1 -1 -D I - - - - - - - - - - - - - - -
- - - - - - - - - -
I
I I I I ■ I
6 I EXISTING FOUNDATION
I 1/2 AB @ 48 OC TYP 1
3 ', F00ti ng Deta &12" IN FROM ENDS
I
SCALE: 1" - 1'-0" ' ; TYP. •
CONCRETE FILLED I ' PROP067ED GARAGE
CINDERBLOCK _ - - - - - - - - - - - - - - - - - - - - - - - , I
REDBRICK 6x6KD DF --� - - - - - - - - - - - - - - - - - - - - - - - - - - - - FOUNDATION 14°
I I I I I
91,
CONCRETE FOOTING
CIO 16 I 4 CONC. SLAB W/ #4
DOWN SPOUT
L I I I
REBAR @ 24" O.C.
N s -uu=uu=uu=uu- I I I ■ I I N �
IN5UL. BELOW SLAB TO
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r III,!I,'IIII,!I,'IIII,!I,'IIIII,!,'ITIII,!I,'ITIII,!I,'ITIII,!I,'IIIII,!I,'ITIII,!I,'ITIII,!I,!III _ Q _ _ Q I,!I,'IIII,!I,'ITII,!I,'ITII,!I,'ITII,!I,'IIII,!I,'ITII,!I,'ITII,!I,'ITII",! I I I I COMPACTIBLE FILL OR
PEA GRAVEL AND
(v ■ o I I �
■ I I 6MIL POLY V.B. ON
D I i COMPACTED FILL. TYP.
2' 0"
■ � � i i � � � i I rn I I 13ULLN05E
6" STEM WALL EDGE OF
5LAB TYP.
)
3 #4 REBAR EACH WAY I I I i I i I I I •
I
CONCRETE CONCRETE ; ; ; I - - '
CONCRETE FOOTING24"X24"X12" I - - - - -
• I I I ' � �
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EX15TI N G FOUNDATION DETAIL - I I I I CORNER 4x6 DOWN SPOUT '
z 5CALE: 1"-1'-0"
CARRIES GLB
-
I I
I N
EARTHWORK NOTES SEE FOOTING DETAIL 3 I I I THIS 15 A VARIABLEL VERIFY WITH A.F.
1. BUILDING BACKFILL: CLEAN GRANULAR SOIL MATERIAL, FREE OF STICKS, DEBRIS,TURF, I I I I
AND ROCKS OVER 6" DIAMETER 6x6 P05T I I - - - - -
-
2. GARAGE 5LAB BALLAST: PIT RUN GRAVEL I '
3. BASEMENT 5LAB BALLAST: CLEAN SAND OR PEA GRAVEL(8" BED).
- - - -4. FOOTING DRAINS: WASHED (3/4" MIN.) DRAIN ROCK, 12" MIN. COVER OVER PERIMETER DRAIN. A
5. 6 MIL BLACK V15QUEEN BARRIER (FOR CRAWL5PACE5). 11 5 1) EXISTING DRIVEWAY
6. BACKFILL, SLOPE ALL FIN5H GRADES AWAY FROM BUILDING WALL5 AT 2% (MIN.). AB 16 0C I
DOWN 5POUT - - - - - - -
DRAINAGE: 6-0 1/4"
1.4" DIAMETER FOOTING DRAIN (FLEXIBLE AB5 OR RIGID PVC, PERFORATED DRAIN LINE
19'-0"
AROUND ENTIRE FOUNDATION) AND 4 20'-3" 19'-4" 12'-10"DIAMETER GUTTER DRAIN (TIGHT LINE AROUND FOUNDATION NOTES
PERIMETER FOUNDATION) SHALL EXTEND TO STORM DRAINAGE.
1. SLOPE ALL CONCRETE STOOPS AND/OR PATIOS mi
3/16" PER FOOT AWAY FROM DOORWAYS 71'-5"
2. ALL WOOD IN CONTACT WITH CONCRETE SHALL am
CONCRETE NOTES BE PRESSURE TREATED.
3. PROVIDE 6 MIL V15QUEEN VAPOR BARRIER WITH https://anacortes.municipal.codes/AMC/19.42.020
1. STRUCTURAL CONCRETE SHALL TEST 2500 PSI (AS PER ENG.) AT 28 DAYS, MIN 5 SACK MIX,
12"OVERLAP AT SEAMS UNDER INTERIOR SLABS 20' street setback. Covered porch may only FOUNDATION PLAN •
AND THROUGH OUT CRAWLSPACE. extend 6' into front setback, ie it should be 14'
FOOTINGS AND SLABS ON GRADE SHALL TEST 2500 P51 (AS PER ENG.) AT 28 DAYS, MIN. 5 SACK 4. FASTENERS INTO OR IN CONTACT WITH PRESSURE back from the front property line. » �
MIX OR PER ENG. OR FIRE RETARDANT WOOD SHALL BE OF SCALE: 1/4 - 1 -0
2. DIMENSIONS FOR LOCATION OF REB TREATED
AR ARE TO THE FACE OF MAIN BARS AND DENOTE CLEAR TREATED
GALVANIZED STEEL.
COVERAGE. CONCRETE SHALL BE IN ACCORDANCE WITH IRC REQUIREMENTS. HOT-P5. ALL REINFORCEMENT MUST BE TIED IN PLACE
3. NO WOOD SPEADERS OR WOOD STAKES ALLOWED IN CONCRETE. .1.1).
4. SPLICES IN CONTINUOUS REINFORCING SHALL BE 36" DI AMETEK CONTINUOUS B FOR FOUNDATION INSPECTION (IRC R109
AR5 IN GRADE 6. ALL HARDWARE PART NUMBERS ARE .1.1). ON"'
BEAM5, WALL BEAM5, SPANDRELS, ETC., SHALL BE SPLICED AS NOTED ON THE PLANS. SPLICES ANCHOR BOLT NOTES (VERIFY W1 5TRUCTURAL ENG.5PECIFICATION5)
IN CONTINUOUS WALL AND 5LAB REINFORCEMENTS SHALL BE STAGGERED 5'-0" MIN DRILL USE "ZMAX" IF IN CONTACT WITH PRESSURE TREATED
THROUGH STEEL COLUMNS AND B WOOD, EQUIVALENT HARDWARE MAY BE SUBSTITUTED.EAM5 TO PA55 CONTINUOUS REBAR. 1. HOLDDOWN ANCHOR BOLT5 (SIMPSON STRONG-TIE OR EQUAL)
5. CONSTRUCTION JOINTS SHALL B 7. STINGER ALL STEM WALLS. NO BIRDSNESTING ALLOWED.E ROUGHENED AND CLEANED PRIOR TO SUCCEEDING POUR. HD2A 5/8" - (12" EMBEDMENT) NUM
8. CONSULT WITH ALEXEI &OWNER FOR ADDITIONAL
6. MAXIMUM LIFT IN WALLS SHALL BE 2'-0". BUCKOUT LOCATIONS FOR SEWER, COMM., LANDSCAPE HDSA 5/8" - (14" EMBEDMENT))
7. MAXIMUM FREE FALL OF CONCRETE SHALL BE 8'-0"• HD6A 7/8" - (16" EMBEDMENT)
8. REBAR, DOWEL5, BOLT5, ETC.,TO BE IMBEDDED IN CONCRETE SHALL BE SECURELY LTG., ETC. BEFORE POUR.9. VERIFY W/ALL MECHANICAL &SPECIALTY CONTRACTORS HDSA 7/8" - (18" EMBEDMENT)
ANCHORED PRIOR TO POUR. POSSIBLE BUCKOUT LOCATIONS HD10A 7/8" - (20" EMBEDMENT) 9�1
9. REMOVE ALL DEBRIS FROM FORMS BEFORE POURING CONCRETE. 10. USE CONE TIES ONLY AT ALL STEM WALL CONSTRUCTION 2. BOLT HOLDDOWN5 TO 2, 3, OR 4 STUDS (2X,3X,OR 4X). ANCHOR BOLTS IN EITHER A 2022
10. CONCRETE SHALL HAVE 5%TO 7% AIR ENTRAINMENT AND POZZILITH WATER REDUCER. 90' BEND FOR 2" AT EMBEDDED END OR DBL. NUT PLUS WASHER AT EMBEDDED END
11. SEAL 5LAB IMMEDIETALY UPON COMPLETION OF POUR, COVER AND PROTECT FOR OF A THREADED ROD.
DURATION OF PROJECT. 3. SEE SHEAR WALL SCEHDULE FOR ANCHOR BOLT SPACING REQUIREMENTS.
12. IN5UL. BELOW 5LAB TO CODE 4. ANCHOR BOLTS: USE 1/2"X 10" AB5 @ 48" OC AND 12" IN FROM CORNERS. ALL WASHERS TO BE 2
13. SMOOTH MACHINE TROWEL FIN15H CALL BEFORE YOU DIG: 1-800-424-5555 1/4"X 3"X3". FOR WOOD POSTS ANCHORED TO CONCRETE USE CB COLUMN
BA5E5 AND 51ZE CB BASE TO COLUMN AS INDICATED IN 51MP50N CATALOG. of
a ■
•
36'-3" 16'-2" 19'-0"
12'-0"
NEW 6x6 KD DF P05T
A 6x10 KD DF BEAM
5 6x8 KD DF BEA
4 �� 7-17
■ . ■
0 MMI
■ • (PROPOSED •
DOWN SPOUT I COVERED 1
l� Y G I�G V DOWN SPOUT
PORCH I
HB I
(E)BATHRM.
(E) BEDROOM
(E)UTILITY RM. B
6 ■
DOWN SPOUT
(E)HALL
oLi
�Q I 4X10 D.F.#2 HDR
3° X68 •
(PROPOSED . - .
BEDROOM ROOF (E)DINING RM.
(E) E K TCHEN N DN 2x4 WALLS
I
See engineering
packet for beam
details.
R131-5 12 �RO�O S E�
G N
RB1-5 1/2 X 12 GLIB —� Q1 o
RB - X two ply
(E)BATHRM. N
FB1 RB3-4X8
RB4-6X10 DOWN SPOUT GARAGE -
RB5-4X8 6" MULLIO N O
.J I�J R136- 6X8 Ll N N
RB7-4X8
ORJ 1-2X8 _
_---- -- -- DJ1- ' DJ1-2X8 EXISTING METER & PANEL N
----- -- ---- -
I j (E) LIVING RM. RELOCATE METER BASE N to
I t\ --
I I -'
■
I I RB 4 ■
TH15 WALL ONLY 51/2"x12"GLB
I
r ---- — - 1 (E) BEDROOM 2 x 6 GARAGE HEADER •
_ RB 3 I PER ENGINEERING
I
I DOWN SPOUT i I
r-------- --------1 \ RJ1 i 4'x4' CURB SKYLIGHT
I —� � 0 78X152 GARAGE �
LI
H ■------ DOOR
_ RB5 EXISTING BOLLARD
R62 1 ROP05ED B
EXISTING GA5 METER 6 9" DOWN SPOUT
--------t---7 COVERED EXISTING DECK TO BE REBUILT
I I I I https://anacortes.municipal.codes/AMC/19.42.020 PORCH OVER
I 1 20' street setback. Covered porch may only 1161
I I I
--————— td 6' into front setback, ie it should be 14' NEW METER BASE LOCATION
IL
----- i i extend ron seac EXISTING DECK It
I II I I I I back from the front property line.
I 1 I I I
------------ I I
�I---------------- F—
C3 ____________I 1 6X6 KD DF POST UP s DRIVEWAY
1 I I 1 6x& KD DF BEA
1 I 1 DOWN SPOUT
:A
1 I I 1
1 20'-3" 19'-4" 12'-10" 19'-0"
_ - I
L————————— -------
�" I ---- -----l-
- RB 7 i I RB 1
� I I
FLOOR PLAN
EXISTING FLOOR AREA : 1468 5Q.FT. •
•
SCALE: 1/4" - 1'-0" PROP05E1) GARAGE AREA: 456 5Q.FT.
N
NOTES
LEGEND ABBREVIATIONS
1. PROVIDE NEW SECURITY LIGHTING @ EXTERIOR.
AFF - ABOVE FINISHED FLOOR HDR - HEADER
2. PREWIRE FOR NEW SECURITY CAMERA 5Y5TEM. - - - - - - - BEAMS ABOVE CFM - CUBIC FEET PER MINUTE (N) - NEW
CLG - CEILING PIC - PICTURE WINDOW
NEW CONSTRUCTION 3. NEW 200 AMP METER/ PANEL TO PROVIDE FOR FUTURE ON-GRID 5OLAR CONNECTION. CSMT- CASEMENT WINDOW 5C - SOLID CORE 9/1
DBLH - DOUBLE HUNG WINDOW 5H - SINGLE HUNG WINDOW 2022
4. PROVIDE INDIRECT LIGHTING @ NEW COVERED DECK CEILINGS. DF - DOUGLAS FIR 5&P - SHELF & POLE
DR - DOOR TEMP -TEMPERED SAFETY GLA55
4. ALL INTERIOR TRIM TO BE FINGER JOINTED PINE TO MATCH EXISTING HOUSE MOULDING D5 - DOWN SPOUT TK -TIGHT KNOT
EXISTING CONSTRUCTION PROPORTIONS UNLE55 OTHERWISE NOTED. (E) - EXISTING TYP- TYPICAL
EGRE55 - OPERABLE WINDOW TO LINO - UNLE55 OTHERWISE NOTED
5. VERIFY ALL A5-BUILT DIMEN51ON5 AND FIELD CONDITIONS PRIOR TO PERFORMING WORK. MEET REQUIREMENTS VTO - VENT TO OUT5IDE
ANY HIDDEN CONDITIONS OR CONFLICTS IN CONSTRUCTION DOCUMENTS SHALL BE FLR - FLOOR VTR - VENT THROUGH ROOF •
REPORTED. GLB - GLUE LAM BEAM WDW- WINDOW
HB - HOSE BIB
6. WINDOW HEADER HEIGHTS TO MATCH EXISTING. U.O.N.
https://anacortes.municipal.codes/AMC/19.42.020 (N) COVERED ,
20' street setback. Covered porch may only
extend 6' into front setback, ie it should be 14'
4'X4' CURB SKYLIGHT ` ••
back from the front property line. PORCH ROOF
cf�
1' - 6"
E E
E E
'
� 1'-roll
E
0 HB
6XSKD DF BEAM 7'-+-" �
6X6 KD DF P05T NEW GARAGE ADDITION
FINISHED GRADE
NORTH ELEVATION
SCALE: 1/4" = V-0"
4x8 KD DF RIDGE BEAM �
12 PROP05ED EXTEN510N
4x6 KD DF KING P05T 5
6x10 KD DF BEAM LON EXI5TING GABLE
•
1'-6"
E E E E E
1'-roll
I
E
T1-11 SIDING E
M HB
FINISHED GRADE
DECK PER
NEW GARAGE ADDITION NEW ENNGINEEGINEERING 12' 6X& KD DF
N
NEW FIBERGLASS
NEW COVERED PORCH ADDITION 6X6 KD DF POST
FULL LITE DOOR
ASPHALT 5HINGLE5 NEW COMP05ITION ROOF OVER EXI5TING STRUCTURE 50UTH ELEVATION VERIFY PITCH PRIOR TO TRU55
NEW PORCH ADDITION SCALE: 1/4" = V-011 ROOF VENT PER CODE 0.75CFM/F12 ORDER 5EE A.F. .
22'-+-
DOWNSPOUTS ASPHALT 5HINGLE5 EXISTING RE5IDENCE
12 NEW PORCH 12
4X4 CURB SKYLIGHT
+
- - NEW & RELOCATED
+ ELECTRICAL METER BASE
E E _
E c� PIC PIC El
2 E rn NEW it-roll
0
HB q H 13
FINISHED GRADE
L� 4, i, I L
11
7' roll
EXISTING GA5 METER NEW GARAGE ADDITION NEW PORCH ADDITION 9/1
https://anacortes.municipal.codes/AMC/19.42.020 & BOLLARD GUARD 2022
20' street setback. Covered porch may only
extend 6' into front setback, ie it should be 14'
EA5T ELEVATION back from the front property line. WE5T ELEVATION
NEW WALL CONSTRUCTION TO MATCH EXISTING 4
SCALE: 1/4" = V-011 OVER HOUSE WRAP OVER 1/2" PLY OR ENGINEERING SPEC SCALE: 1/4" = V-0"
7
_ a ■
' ENG'D TRU55 @ 24" OC
OVER EXISTING 3/4" T&G PLY ■ ••
ASPHALT SHINGLES 1 OVER EXISTING 2x10 RAFTER5 @ 24" OC
12 •
7
1 •
7'-5"+-
+ PROP05ED ROOF 1 4X4 CURB SKYLIGHT
GUTTERS 1 2X8
GUTTERS 1 PROP05ED PORCH
1 1 ' 5EE ENGR SHEET
� ' 1
1 � 1
' I 2X10 T@G PP PINE
P t
� ' 1
EXISTING 2x10 @ 24" OC 1
1 •
N 1'ROI'05ED 6x8 KD DF BEAM
0
6X8 KD DF BEAM _+
COVERED EXI5TING 1 ''
PORCH -+ RESIDENCE 1
6X6 KD DF P05T
1 6X6 KD DF P05TAl �
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1
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5EE FOOTING DETAIL 2-3 5ECTION A--A EM
SCALE: 1/2" = 1�-0�� https-//anacortes.municipal.codes/AMC/19.42.020
20' street setback. Covered porch may only
extend 6' into front setback, ie it should be 14' 5EE FOOTING DETAIL 2-3
back from the front property line.
COMPOSITION SHINGLE OVER ROOF FELT
OVER 1/2 CDX PLY WITH H-CLIPS
OVER ENG TRU55 @ 24" OC
NOTE5:
1. MATCH EXISTING TRIM DIMENSIONS ON HOUSE, U5E PREPRIMED 5PF AND Z-
FLASHING ALL HORZ. TRIM AND 13AND5. ALL 511-1-5 TO BE PRE MANUFACTURED
PREPRIMED CLEAR CEDAR WITH DRIP EDGE. SEAL ALL OPENINGS WITH 4"
BUTYL TAPE. ROUGH OPENINGS AT WINDOWS AND DOORS TO HAVE BUTYL
ASPHALT SHINGLES' APRONS INSTALLED PRIOR TO WINDOW BEING 5ET, EXTEND UP 51DE5 9".12 ' IN5TALL EXTERIOR WINDOW TRIM WINDOW TO MANUFACTURER'5
6 ' 5PECIFICATION5.
� 1
1 2. VERIFY ALL A513UILT DIMENSIONS AND FIELD CONDITIONS PRIOR TO
PERFORMING WORK. ANY HIDDEN CONDITIONS OR CONFLICTS IN
' CONSTRUCTION DOCUMENTS SHALL BE ADDRESSED.
' '5/8" TYPE X DRYWALL ENG'D TRUS5@24'OC'
ENTIRE BACK WALL TO ROOF I 3. PVA PRIMER OVER SMOOTH WALL OR LIGHT TEXTURE OVER 1/2" DRYWALL.
4. 6 MIL BLACK V15QUEEN BARRIER (FOR CRAWL5PACE5)
T1-11 SIDING 5. FOUNDATION ASPHALT EMUL51ON 2" BELOW GRADE TYP
GUTTER
GUTTER
C05TOM FLASHING I 51/2"x12" GLB PER ENGINEERINGQD
1
OVER HEADER + 1 2X10 T@G PP PINE
2X8 T@G PP PINE
PROP05ED GARAGE NEW FIRE DOOR
1 5/4 X6 T@G PP PINE '
4" CONC. 5LAB W/ #4 RUMP, @ 24" O.C. N NO IN51-ILATION
o OVER 4" COMPACTIBLE FILL
OR PEA GRAVEL AND 6MIL POLY V.B. ON
DRIVEWAY
COMPACTED FILL. TYP.
GRADE � I
STEP
MACHINE TROWEL FINISH 5LA13 GARAGE
24'-0" I
SLOPE 1" OVER LAST 12' PT 2X4 51LL PLATE
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1 2022
CONT. RIGID DOWNSPOUT PICK UP TYP.
' 5ECTION L3-- L3 I CONT. RIGID PERF LINE TYP. TIE TO EXISTING SYSTEM
1 1
SCALE: 1/2" = V-0" •
7
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FRONT PERSPECTIVE
N.T.S.
FRONT PER5PECTIVE
N.T.S.
II
- zoxa
6
REAR PERSPECTIVE
N.T.S. 7
a ■
NEW ROOF 5EE ENGINEERING 5HEET
Existing roof system is interesting,
and may require additional design
work where it blends to new roof
sections, based on site conditions.
15'-0" Some previous engineering was
done by Sturdy Engineering,
360-299-2511
sturdy@sturdyengineering.com
I
I
NEW ROOF 5Y5TEM OVER EXISTING STRUCTURE I I •
20' 4" +-
I I
N I
I I
N I •
I
I I
NEW CRICKET SEE ENGINEERING 5HEET
I I
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NEW
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N
34" +-
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22 +-
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+ � I
C
NEW 1 ,
7' - 414- 13'-2"
4'x4' CURB 5KYIIGHT
5KY LITE CL
ON FRONT DOOR
https://anacortes.municipal.codes/AMC/19.42.020
ROOF PLAN
20' street setback. Covered porch may only
extend 6' into front setback, ie it should be 14' 5CALE: 1/4" = 1'-0"
back from the front property line. N
•
•
NOTE5 LEGEND A1313REVIATION5
AFF - ABOVE FINI5HED FLOOR HDR - HEADER
1. VERIFY ALL AS-BUILTDIMENSIONS CFM - CUBIC FEET PER MINUTE (N) - NEW AND FIELD CONDITIONS CLG - CEILING PIC - PICTURE WINDOW
PRIOR TO PERFORMING WORK. ANY HIDDEN CONDITION5 OR C5MT- CASEMENT WINDOW 5C - 50LID CORE
CONFLICT5 IN CON5TRUCTION DOCUMENT5 SHALL BE DBLH - DOUBLE HUNG WINDOW 5H - 51NGLE HUNG WINDOW
REPORTED.
DF - DOUGLAS FIR S&P- SHELF & POLE
NEW CON5TRUCTION DR - DOOR TEMP -TEMPERED SAFETY GLA55 9/1
D5 - DOWN 5POUT TK - TIGHT KNOT
(E) - EXISTING TYP - TYPICAL 2022
EGRE55 - OPERABLE WINDOW TO LINO - UNLE55 OTHERWISE NOTED
MEET REQUIREMENTS VTO - VENT TO OUT5IDE
FLR - FLOOR VTR - VENT THROUGH ROOF
EXISTING CONSTRUCTION GLB - GLUE LAM BEAM WDW- WINDOW 7
HB - H05E BIB
7
NOT TO SCALE
3' -4-
3"trash pump with Joints in geotextile fabric shall be ' (1.2m)
6" sewer pipe with A floats on suction hose spliced at posts. Use staples, wire rings
butterfly valves 2" schedule 40 or equivalent to attach fabric to posts �
\
1
8 x 8 sump with 5 of catch 1 /2 schedule 40 for sprayers 2"x2" by 14 Ga. wire or equivalent Overlap adjacent, \\\\ .,: ,1 / \ rolls 12" behind
if standard strength fabric used `� one another
Straw rolls must be /�i ///
placed along slope
0d,{� midpoint spray nozzles, if needed contours
2% slope 5:1 slope 5:1 slope
�X�st�rg 2% slope
15' ATB apron sloto protect
6"ATB construction entrance
ground from splashing water A Ball valves Asphalt curb on the low road \ +
side to direct water back to pond
6" sleeve under road \ \ \\�\\\\\L\\\/�\\ � 10' - 25' (3-8m)
100' min. Plan View � _
Minimum I I 6' max
4"x4" trench
15' 15' 20' 15' 50' u /
Spacing depends Instalon
and
l driveway spacing y 2"x2" wood posts, steel slopelsteeene s \
Post s acin may be increased
culvert if there is a to 8' if wire backing is used p p p ���i Sediment, organic matter,
fence posts, or equivalent and native seeds are
roadside ditch present 4"- 8" quarry — /
q ry lll l 111-Ill it = _ _ _ _ III-III-II III I- Curb � captured behind the rolls.
spal Is ITI ���-
6 sleeve �i�
2"x2" by 14 Ga. wire or equivalent,
Geotextile Elevation View if standard strength fabric used
Locate invert of top pipe 1' N
3" - 5" (75-125mm)
above bottom of wheel wash eotextile fabric8' x 8' sump 18' 2' min
Water level (200-250mm)
Notes: 15 min. 3'
1. Driveway shall meet \VA\VA\ Live Stake
the requirements of the 12 5 minimum thickness I 12 Back-fill trench with
I / \ �� \\
III III / / \
permitting agency. native soil or /4" - /,
Drain pipe 1:1 slope 1.5" washed gravel \\/ \ ��-`/� \ \
�12" min VA/VA/VA/` —T \/ / 1 x 1 Stake
2. It is recommended that Provide full width %//`l \/\//\//. \�� l/ (25 x 25mm)
the access be crowned of ingress/egress Section A-A Minimum"
so that runoff drains off area 4"x4 trench �,
NOTE:
the pad. Notes: 2"x2"wood posts, steel 1. Straw roll installation requires the placement and secure staking
1. Build 8' x 8'sump to accomodate fence posts, or equivalent of the roll in a trench, 3" -5" (75-125mm) deep, dug on contour.
cleaning by trackhoe. NOT TO SCALE NOT TO SCALE Runoff must not be allowed to run under or around roll. NOT TO SCALE
�r 8� 010
Stabilized Construction Access Wheel Wash Silt Fence Wattles
Revised June 2018 Revised June 2016 Revised July 2017 Revised December 2016
DEPARTMENT OF DEPARTMENT OF DEPARTMENT OF DEPARTMENT OF
ECOLOGYPlease see http://www.ecy.wa.gov/copyright.htmi for copyright notice including permissions, ECOLOGY Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions, ECOLOGY Please see http://www.ecy.wa.gov/copyright html for copyright notice including permissions, ECOLOGY Please see http://www.ecy.wa.gov/copyr'ight.html for copyright notice including permissions,
State of Washington limitation of liability, and disclaimer. State of Washington limitation of liability, and disclaimer. State of Washington limitation of liability, and disclaimer. State of Washington limitation of liability, and disclaimer.