HomeMy WebLinkAboutPermit File BLD-2023-0075 1308 34th Street 1 C} City of Anacortes Invoice/Permit M BLD-2023-0075
904 6th Street
Applied date: 02/07/2023
P.O.Box 547 Issue date: 02/08/2023
_, Anacortes, WA 98221-0547
Expire date: 08/06/2024
(360) 293-1901
Job Address: 1308 34TH ST Permit Type: Single Family Interior Only Alteration Permit
ANACORTES WA98221-3321 Project:
APN: P112696
Remarks: Interior remodel to demo existing stairs to upper level and relocate them.
Owner: HILL SARAH Contractor: BIGFOOT BUILDERS LLC
Address: 1308 34TH ST Address: 5882 BOW ST
ANACORTES WA 98221-3321 BOW WA 98232
Phone: Phone: (360)298-1708
License M
General Information: Fees:
Building Valuation 40000 Building Permit Fee 543.25
Plan Review Fee 353.11
State Building Code Fee Resi 6.50
Total Calculated: 902.86
Deposits/Receipts: 0.00
Total Due: 902.86
The issuance or granting of this permit shall not be construed to be a permit for,or approval of, any violation of this Code or any other ordinance or order of
the City, of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor of this State. To the extent the issuance or
granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or
federal law, or order, proclamation, guidance advice or decision of the Governor of this State, this permit shall not authorize such work and shall not be
valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this
jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order, proclamation, guidance advice or decision of
the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,
inaccurate or incomplete information, or in violation of any City ordinance, regulation or order, state or federal law, or any order, proclamation, guidance or
decision of the Governor.This permit becomes null and void if work or construction authorized is not commenced within 180 days or if construction work is
suspended or abandoned for a period of 180 days at any time after work is commenced. I have read and examined this application and know the same to
be true and correct.
SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY
Ojd design
HILL REMODEL
JIM DUNLAP
(360) 982-0535
JIM@JDDESIGNDRAFTING.COM
1308 34th STREET
ANACORTES, WASHINGTON
PARCEL ID# P1 12696
PROJECT DESCRIPTION: INTERIOR REMODEL FOR EXISTING TWO-STORY FAMILY ROOM
SINGLE-FAMILY RESIDENCE. REMODEL TO INCLUDE RELOCATING THE
STAIRCASE.
ZONING DESIGNATION: R3
PROPERTY INFO.
SITE ADDRESS:
1308 34TH STREET
ANACORTES, WA 98221
J
PARCEL: P112(o96
ASSESSORS TAX#: 3192-004-005-0000 W
QTR: NE, SEC: 25, TWN: 35, RNG: 01
KITCHEN CITY OF ANACORTES
PARCEL SIZE: XX S.F. 0
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PROPERTY OWNER: PLANNING AND BUILDING DEPT:
SARAN HILL w U)
1305 34TH STREET APPROVED PLANS
ANACORTES, WA 98221 O I__ 0
REVIEWED FOR CODE COMPLIANCE u
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PERMIT#: BLD-2023-0075uj
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MOVE OPENING OVER ADDRESS: 1308 34TH ST 0 � U) ol
TO ACCOMMODATE N
STAIRCASE APPROVED BY: L N �
SUBJECT TO FIELD INSPECTION.APPROVED PL S SHALL NOT zEL
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PROJECT INFO. BE ALTERED WITHOUT AL THORIZA ON. J 0
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ABOVE GRADE LIVING SPACE 3422 S.F. __---_----
GARAGE 624 S.F. 4-9
III � II
MOVE WASHER DRYER JI' DEMO
NOTE: SQUARE FOOTAGE WILL NOT CHANGE. PROJECT IS UNDER STAIRS 1'
INTERIOR REMODEL ONLY AND WILL NOT Cs0 BEYOND
CURRENT BUILDING FOOTPRINT.
LAUNDRY 1' BEARING WALL FOR
STRINGERS BEAM Q
LIVING ROOM
BUILDING CODES s W
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BUILDING ; STRUCTURAL 2018 IRC 3 0
MECHANICAL 2018 IRC a
PLUMBING 2015 UPC BATH I
ENERGY VENTILATION 2015 WSEG =-J C-,1 \r' ALIGN POSTS
I_ DEMO
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A2 PROPOSED UPPER FLOOR PLAN � FOUNDATION SCALE 1/4" = II-0" UNO
JD JOB# 1377RE22-HILL
MAIN FLOOR FRAMING PLAN DATE 11/08/2022
A3 UPPER FLOOR FRAMING PLAN ; DETAILS PROPOSED MAIN FLOOR PLAN REVISIONS
A4 EXISTING MAIN ; UPPER FLOOR PLANS NORTH SCALE: 1/4" = 1'-0"
SI STRUCTURAL PLANS
52 STANDARD STRUCTURAL SPECIFICATIONS
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JIM DUNLAP
(360) 982-0535
JIM@JDDESIGNDRAFTING.COM
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FRAMING LEGEND
DRAWN BY JAD
EXISTING FOUNDATION STEM WALL SCALE 1/4" = I'-0" UNO
FOUNDATION & MAIN JD JOB# 1377RE22-HILL
EXISTING FOUNDATION BLOCK WALL DATE 11/08/2022
FLOOR FRAMING PLAN EXISTING FOUNDATION FOOTING PROPOSED UPPER FLOOR PLAN
REVISIONS
NORTH SCALE: I/4" = I'-0"
NORTH SCALE: 1/4" = I'-0"
NEW BEAM/GIRDER
EXISTING BEAM/GIRDER
EXISTING FLOOR JOIST
OUTLINE OF WALLS OF SUPPORTED
FLOOR
® NEW POST
® EXISTING POST A2
SHEET 2 OF 4
Ojd design
JIM DUNLAP
(360) 982-0535
STAIR NOTES GUARDRAIL NOTES JIM@JDDESIGNDRAFTING.COM
• STAIRS TO BE FRAMED WITH MIN. (3)2 X 12 • ALL UNENCLOSED FLOORS, LANDINGS, BALCONIES OR
STRINGERS, ONE AT EACH SIDE AND ONE AT CENTER. PORCHES THAT ARE MORE THAN 30 ABOVE
PROVIDE FIRE BLOCKING BETWEEN STRINGERS AT GRADE OR FLOOR BELOW SHALL BE PROTECTED BY
TOP, MIDDLE AND BOTTOM, AND BETWEEN STUDS A GUARDRAIL THAT IS MIN. HEIGHT OF 3fo".
ALONG THE RUN OF THE STAIRS. • OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS
• MINIMUM HEADROOM CLEARANCE TO BE 6"-5" SUCH THAT A 4° DIA. SPHERE CANNOT PASS
VERTICALLY ABOVE TREAD NOSING TO NEAREST THROUGH AT ANY POINT.
OBJECT ABOVE. • GUARDRAILS SHALL BE ATTACHED TO THE
• STAIRS TO HAVE MAX. RISE OF 1-3/4" AND MIN. RUN STRUCTURE IN SUCH A MANNER TO WITHSTAND A
OF 10" WITH NOSING OF 3/4" TO 1-1/4". NO RISER TO SINGLE CONCENTRATED LOAD OF 200 LBS. APPLIED
BE LESS THAN 4". DIMENSIONS BETWEEN RISE AND IN ANY DIRECTION AT ANY POINT ALONG THE TOP.
RUN ARE NOT TO VARY MORE THAN 3/5".
ENCLOSED USABLE SPACE UNDER STAIRS TO BE I I
1-HR. FIRE-RESISTIVE GONST. 5/5" TYPE "X GWB.
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HANDRAIL NOTES
• HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN (FLOOR JOISTS NOT
ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR
FLIGHT WITH (4)OR MORE RISERS. I DEPICTED IN THIS SECTION)
• HANDRAIL HEIGHT, MEASURED VERTICALLY FROM
THE SLOPED PLANE ADJOINING THE TREAD NOSING
SHALL BE NOT LESS THAN 34" AND NOT MORE THAN
35".
• HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS
FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT
DIRECTLY ABOVE THE TOP OF THE RISER OF THE
FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST
RISER OF THE FLIGHT.
• HANDRAILS SHALL BE OF THE REQUIRED GRIP-SIZE
PER R311.1.8.3.
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IN STAIRWELL HOLE: 2 X 10 JOISTS (TO
1777- MATCH EXISTING)(a 12" O.G. DRAWN BY JAD
JD JOB# 1377RE22-HILL
DATE 11/08/2022
EXISTING INSULATION EXISTING DBL. 2 X 6 UPPER FLOOR FRAMING PLAN
REVISIONS
ASSUMED FLOOR JOISTS @ 24"" O.G.
NORTH SCALE: 1/4" = 1'-0"
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SHEET 3 OF 4
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Zjd design
JIM DUNLAP
(360) 982-0535
JIM@JDDESIGNDRAFTING.COM
BATH 2
OFFICE FAMILY ROOM
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SCALE 1/4" = 1'-0" UNo
JD JOB# 1377RE22-HILL
DATE 11/08/2022
EXIST. UPPER FLOOR PLAN EXIST, MAIN FLOOR PLAN
REVISIONS
NORTH SCALE: I/4" = I'-0"
NORTH SCALE: 1/4" = 1'-0"
A4
SHEET 4 OF 4
Foundation and 1st Floor Framing 1/4" = 1'
-All new interior floor sheathing is 12FD,typ.
- New stair framing: DPA and code.
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Structural Callouts — Copyright ConstructionCalc, Inc (CCI) Headers ��) I of 2316 Antone Way
Default header material is Doug Fir No. 2 or better l uP -A 1 Anacortes, WA 98221
General: All construction shall be per current building code and Standard Structural Specifications herein. 2x headers must be in tall orientation with flat 2x nailed at bottom in "L" configuration 360-708-1865
0 PA Per Architect or Designer j I timg@timkgarrison.com
* Default Trimmer, use 1, 2x; or 20H or 21 H use LUC; larger header use HUC or HUCQ, UNO. `fY
Structural Item: This item and related connectors shall be per architect or designer. £
12 FD FloorDia hra m Default King Stud, opening 6-feet wide and less use 1, full height stud each end (plate to plate.) -� AS ,
(' T �r r-� --1P g --- E3 — --�-a- ------- �---
Sheathing: Withjoists at 24 or 19.2 OC, use min., , APA Sturd-I-Floor; either 3/4 species Trimmer, each end Kin Stu each -J °)ZF J L-� L-� L_� L_� L_24 oc rated g � ('j Aou 1 or 7/8"s ecies o 4. Ma be OSB or 1 ood. Callout Min use Alt 1 min. use Alt 2 min. use (if blank use default end(ifblank use io' �►• ,p p Y PY� VdASSheathing: Withjoists at 16"OC, use min., 16 oc rated, APA Sturd-l-Floor, min., 19/32"thick. Maybe above.) default above.)
6
OSB or plywood. Good for 245 psfTL @ L/360 defl. 20H 2x6, "L" config 4x6 ,j
* Sheathing Layout: Case 1 per IBC 2306.2.1(1) Beams `4 x
�ZI+ P
- Orient sheets continuous over two or more spans, with the long dimension across supports. Qw 93�
* . . Temporary Support: Installing some of the following involves temporary support in conjunction with E )-ryp M 3
Nailing: Glue, and connect with 8d ring shank nails or screws, at 6 edges, 12 field. C
* bearing wall or beam demo. Such temporary support is not designed herein, and is the responsibility - -- — — — - — — — — — (— — 12/20/22 kNVAL
Blocking: not required except at supports (beams) and connections to shear walls below. _ �._.,
92 FP Footing, Pad of the contractor. Tim Garrison, PE, the engineer of record, maybe retained for assistance in temporary _ _ _ _ _ _ - �_ _ �., L _1
* Footing: Use min., 16"square x 6"tall. support design: 360-708-1865. i
E7 Pf" VW 24
FootingRebar: Use 2, #4 each way, 3"from bottom. Default sawn material is Doug Fir No 2 or better. 7Yf, i /
* Post: Use 74P. Bottom post connector, use J57 or JP44 for future adjustment if necessary. Top post TKG Job No.a22090
Default glulam (gl), LVL, PSL materials -see Standard Structural Specs herein. Default LSL is 1.5E, p
connector use Post Table defaults herein. Date: 12/20/22
2,300 psi, min Fb.
93 FP Footing, Pad Default wall connection: 3" bearing in pocket or on plate with min. 2 studs below. Rev:
* Footing: Use min., 20"square x 8"tall. Lower Walls and 2nd Floor Framing 1/4" = 1'
Default end post connection: LCE, ACE, EPCZ, ECCQ, or similar.
- Footing Rebar• Use 3, #4 each way, 3"from bottom. -Temporary support:see Standard Structural Specifications, S2 of 2 lI
Default corner post connection with mitered beams over: LCE4, LCE4Z, or RTC44. Rev:
* Post: Use 74P. Bottom post connector, use J57 or JP44 for future adjustment if necessary. Top post p -All new interior floor sheathing is 12F17,typ.
connector use Post Table defaults herein. Default mid-post connection: LPCZ, PCZ, CCQ, or similar. - New stair framin g' OPA and code. Client: Sarah Hill
Default beam to beam connection: Hanger: HU, HUC, HUCQ or similar. Bear on top, 2, A23 and -Wall infill: per Arch and current code.
screws. Architectural Design: Jim
P
Callout Min., use Alt 1 min., use Alt 2 min., use Connector(if blank Notes Dunlap
0
use default, above) g 6
30B 4x6 �-
31 B 4x8
32B 4x6
�oS
40B 2, 2x10 4x10
possible point load from low west I
C�-'"� !
roof hip to temporarily support 606 ` 06 ( .�
41 B 2, 2x10 4x10 ; t/1
42B Min., 2x10, bear backspan on wall top plate and connect with 5" screw at 12" spacing up �°
through top plate into bottom of of this beam. 43
43B 2, 2x10 4x10
44B 2, 2x10 4x10 V
45B 2x10 4tB
46B 2xl0 4x6 2, 2x6 l
47B 3.5x9 glulam
48B 3.5x9 glulam
49B 2, 2xl0 4x8
50B Use 4x6 in floor cavity, approx 5' long. Support south end on 54B.
51 B 4x6 Di(c 4�>3
52B 4x6 73P
53B 4x6
54B 4x8 °_T l M
Joists and Rafters
Default sawn material is Doug Fir No 2 or better. Exposed to weather shall be Pressure Treated (PT) 0
Default sawn face mount hanger is U, LU, LUS, or if sloped rafter use LRUZ. Upper Walls and Upper Ceiling Framing 114" = V M
Default sawn top flange hanger is JBA, LB, BA, or B (welded app, use LB, BA, or B) -Temporary support:see Standard Structural Specifications, S2 of 2
- Bearing walls are indicated with diagonal hatching.
Callout Min., use Alt 1 min., use Alt 2 min., use Connector(if blank Notes -Wall infill: per Arch and current code.
use default, above)
60J 2x10 @ 12" old stairs infill Q�
Posts
Default material is Doug Fir No 2 or better. O
Default bottom connection on plate: 2, A34 with TECO or screws, or 4, 16d face nails.
Default bottom connection on beam: 2, A34 with TECO or screws, or PCZ.
I '
Default bottom connection on concrete: PB, or AB, or ABU, or ABW, or CBSQ 303
Connector(if blank 2 « i
Callout Min., use Alt 1 min., use Alt 2 min., use Notes
use default, above) i - ---
70P 2- 2x4 4x4
73P 4x6 3, 2x6
74P 4x6 PT r~1 `�
Structural Plans
i
C@ 318 3?_6 '1oP
of 2
Standard Structural pccifl eations' - C op�Tight, Tim K. Garrison, P.E. Structural Fill: -Structural Fill" shall be granular material conform- to local or state highway Discontinuous Top Plate.11-`here-mAl top plates are cut;omitted, or othenkise discontinuous at a header, the
specifics#ions for imported foal base or sub base; or use sand or other clean granular no larger end of the header shall be connected to the remaining top plate beyond itith ahorizontal CS20 strap with
than pea gravel. All structural fill must be compacted per the following section_ minimum 12"length on the header and 127- length on the top plate beyond_ Strap may be on tap,inside, or
ARRRF.N9ATIONS: outside of wall_
Compaction:Place all fill materials 'in lifts not exceeding 8-inches- Compact using mechanical (vibratory of
A:Area IBC:Inte-i3-icnal FIF:?t a���iQ„Mjt impact) methods. In paved areas and under sUnctures,use structural backfill compacted to 95%relative Pressure Trea[�d Lumber_ Use pressure treated lumber in contact with concrete and i or soil, and when T i m K G a r r i s a n.co m
C:Asphalt Concrete IGF:I=7u:z'.:. -::=:_:_ F-Q RequiredIn non- axed or non-footing areas use structural
directly exposed to weather. Pressure treating chemicals shall be inert, or other-Lise non-reactive"ith metal
BE ByInwpection IEBC:IY:-:r.a.t:_:.-.:_:,:__::___•.zAngC=ode F.:: ,igb2Qf��ay compaction 1� � l back ill or native back#i11 nil rocks,lamps
BRNG:Bearmg{aallumally) IRC:Iutera:,cf:al:e_,a-n�.i3u rt:F r-U and organic matter„ compacted to 92 X4 relati�a compaction_ connectors (including nails,bolts,framing connectors, etc_) of structural steel members_
E=Eladm modulus ar Electrical K:Kip(I.C-DO[be-) S:Section m dins
(Ey E.xis LVL:Lamnated Ven,eerLumber SC:see Callout When roots,rocks, or other undesirable materials cause over-excavation,fill over-excavation and compact In certain cases non-pressure treated lumber may butt against concrete_ In these cases use a layer of heavy: Tim K. Garrison, P.E.
E-OR-Emgineerof Record LSL:Laminated StrandLutnbef SD-.Sturm I}= per the above_ asphaltic-treated construction paper between wood and concrete_ 2316 Antone Way
ACI: Inc. Lt Lett SIP:Sttuebural Insulated Panel Anacortes WA 98221
M:Cast in place concrete NA_Not.'Applicable SK:&kgch Blocking Bridging. Provide continuous blocking at all bearin locations. Provide full d bridging
�,�_CouUe�h,��,tit :��BaaEing SOCK su��� Foundations,Footings on Soil: A11 footings and foundations to bear on undisturbed existing soil or � g g g of 360-708-1865
CO:Callout or Cleanout NIC:Not Included SPF:Spruce Pine Fir structural fill_All organic and deleterious material beneath footings and foundations to be removed and blocking at 8 OC max_ itn joist or rafters without continuous plywood diaphragm connection on the#�
CD=-.C0ac-et- CC: Cent wing SS:S y Se'ET re laced with structural fill_ Bottom of footings to be belovr locally prescribed frost zone,not less than 12" timg@timkgarrison.com
vr-:Cc:t:irl•�us OSB:Oriented SbmLd Board STAD:shear Tranear Around Opamg p g Framed floors t�hich support posts shall be solidly blocked Within the floor ca�"1#G#o positively transfer
DF:Dauer--':.r PCF:Po mds per cubic foot SP:SIRE shear urali CORROSION RESISTANCE: post,column, or other concentrated loads through the floor to the supports beneath_
FP:Fireplace PLF:Pounds perUi 1 Foot T'YP:T3Tical
CW:CITOM Shear Mall Ply:P133Nvad U-D:upside-nL=.ha—t v-11y Fails: Nails called out herein are "common"sizes,i.e. 16d, led, l Od, 8d_ Smaller diameter_ similar length
Fasteners. Framing Hard���are.Use gal��anized, epoxy coated, or stainless steel for all nails, screws.bolts,
Gyp:Gypm wall.board PSL:Parallel Strand Lumber UNO:Unleee.C}r}1P„i q spe6fiedeLwwhere lags,���ashers,nuts, framing hardware, etc_ for ALL exterior a lice#ions_ nail gun nails may be substituted provided 50°D move nails are used_ For�if,8, 16d are called out, �ARC
GL or GLB:G1ulam Bmm PSF:Pounds per Square Foat V ar v:Shear fig)or unit shear( am n g * — �� WAS,y�r�1'
HF_Hem Fir PSI:Pounds per Square Inch respectively the number of similar length .131 diameter nail gun nails required is 8 1.5= 12._As another example if 16d � p� 0
HV_�C_Heating,Ventilation,and Air PT:Presnue TmatedwAh pre=_er.'aty-r W.A�all„full length Structural Steel_ Coating for structural steel shall be per that section herein_ nails are called out at 4�'spacing,the spacing of similar length,narro-wer nail gun nails shall be 4f1.5 =2._T'_
L'.andibMME P%' Phr%V00d or OSB shearnall 'A7%IW'F:Welded V6ire Fabric STANDARD CONCRETE:L"tti4cmEnt ,f InPsta RC:Rel=-e Compachoa Scree: cre k-s may be substituted for nails in all applications. Screw diameter shall be VL4 or 910,UNO.
Standard Concrete_ Concrete for footings, slabs, and�xalls shall attain a minimum 2Lday strength of f= Scrmy length shall be sufficient for min, 1.5-'penetration into all members being connxti.,d_
LOADS 2,500 psi unless other noted on Plans_-Minimum cement content=5 sacks per cubic and .aximnm ' _ 1
P p �'' Simpson SDS Wood Screws- These are max_ diameter lag bolts_Any similar type or brand maybe �p��73,�.0
Folloi%ring are the loads used for the subject design 1 analysis: iAmtericement ratio shall be 0.45-All materials shall be in accordance with ACI 318, latest.edition_A'Sixing substituted including SDIVS, SDWi L UdggW&Sig Screws, or similar_Length shall be sufficient far
and placing of all concrete to be in accordance with IBC and ACI 304, latest edition_ 1.5-'min_ penetration into all members being connected, UNO_ Mtn distance from centerline of SDS too 12/20/22 kNVAL
o Roof lid: 20 psf a Floor dead: 15 c ` ���ood member �ed a or another SDS = 1.25",LJO_
o Roof+ceiling dead, includes 3 pc `for o Stairs and exits,residential, live: 40 o A dmixnrres. Industr3 recognized and approved admixtures affecting set time, flowability,and/of g , �it+w�Ei d/3W 24
fiiture solar panels+ 1 layer of comp or o Exterior v%all dead_ 10 vwra#erproofung may be used provided the strength and durability of the concrete is not adversely affe-#ed_ Lag Bolts_ All lag bolts greater in diameter than lf4"shall have pilot holes pre-drilled- Size of pilot hole in
metal roofing: 15 psf o Interior wall dead: 7 Id Ail Entrainment_Provide 5%air entraining in all concrete exposed to the earth or weather_ threaded portion shall be 70%of the unthreaded shank diameter(or alternatively, 90%of the root diameter
o Roof snow.: 25 pg c Assumed allo-ki�able soil bearing pressure: Fl��As -high quality fly as
of the threaded portion)_Pilot hole diameter of unthreaded portion shall be the same di,amet�er as the TKG Job No.:t22090
h T
o Floor live:40 �' 2.,000 psf- or other natural pozrolan may be used 'in accordance with AST C18 Frith a unthreaded shank.Use nun., 4*diameter for end, edge, and center-to-oent;er distances,[JNO.
corresponding reduction in cement content_Any such concrete shall obtain at least the strength and Date: 12/20/22
durability characteristics as Standard Concrete listed above_ Bolts.Use washers on all bolts. Tighten all bolts to a very snug-�AYench tight condition. Use standard A307
BASIS OF DESIGN-APPLICABLE CODES: bolts,UNO. For bolts in wood, drill the same diameter hole as the bolt; for bolts in steel drill holes 1116- Rev:
CONCRETE REINFORCING: larger than the bolt diameter_ Provide the folloiing minimum edge distances between centerline of bolt and
Coda The designs herein are prepared in the appf accordance Yth the 2015 IBC_ Construction shall conform �Yth Strength: Standard Footings, Stem walls, Slabs on Grade. Reinforcing bars (rebar)for standard footings, all edges of bolted wood, and between centerline of multiple bolts:
the most recent building code adopted by the appro�"uig jurisdiction_ Rev:
stem walls,and slabs on grade shall be grade 40 ( =4�0 kW or better,unless otherwise specified in the 5/8 inch diameter bolts ------------------- 2-5 inches
Structural Strstey_ See page C1, Structural Calculations_ Plans.
Calculations_ The calculations included herein are only those required to ensure compliance-%Kith code_ We Splicing,Eleinding_All reinforcing shall be spliced, detailed,bent, and supported in accordance with the 314 inch diameter bolts ------------------- 3 inches Client: Sarah Hill
do not intend to compute every structural element nor every load combination_ Much of our analysis is "BI" most recent ACI code adopted by the jurisdiction_ Minimum distance between centerline of bolt and any edge of steel plate (angles,gussets, flanges,webs-
(By Inspection-) etc.) shall be 1.25'-. Architectural Design: Jim
BOLTS AND DOWELS IN CURED CONCRETE: Dunlap
Alterations_ The project includes alterations to an existing structure and shall be in conformmee-kAYth the PRE-FABRICATED FRA_NMi G CONNECTORS:
IESC, Chapters 7-9_All new materials and methods shall be per current Code_Any graxrity-resisting General_ This section shall apply to bolts and dowels installed in cured concrete using�
structural element affected 5 is or more of its demand-capacrt}�ratio shall be brought up to current Code_ techniques_'Minimum concrete embedment=4-inches unless otherwise specified_Alinimum distance to and anufac-tu w: Simpson brand is specified_howe%per any other nationally recognized brand may be used
Any lateral-resisting structural element affected 10%or more of its demand-capacity ratio shall be brought edge or end of concrete= 3"from hole cerAerline unless othen,6rise specified. prmided that they are equivalent in their ability to carry all applied loads in all orientations_
up to current Code. Existing structural elements affected less than the above need not be upgraded_ Existing Reinforcing. It is important that no existing rebars are drilled or cut during operations_ Installation: The Contractor shall install all prefabricated items in strict accordance With the manufacturers
LIAIIT'ED SCOPE OF CONSULTANT'S WORK: Location ofexistung reinforcing bars may be by non-destructive methods{hVJgZMgq,radar,or similar). recommendations and requirements_ If installation risks cracking of wood.predrill pilot holes.
Consultant The consultant ffi responsible charge of the work indicated herein is Tim _ Garrison P_E_,
Washers- Use 3" i 229-'washers on all wood mud sill anchor bolts_ Such washers may be slotted,with PREFABRICATED WOOD PRODUCTS:
do in Inc.,hereafter indicated as`JCL" plate washer under the nut as alloy ed by the IBC_At non-mud sill iota#ions, smaller washers may be used_
g bus iness as��' Use a steel plate or malleable iron washer under nuts and the heads of all bolts that connect wood_ Engineered Wood-General. These products must be pfo�"ided, stored,and installed in accordance with
manufacturer's recommendations_Failure to do this may void the ir-arranty and diminish load carry.ung
Scope of Consultant's Work. The scope of work of CCI is limited to structural analysis ofa remodel to an 61\
existing single-family residence_ CCI takes responsibility only for items specifically addressed in our Non-Epoxy Systems_Use Simpson��HD wh sh(mn in the Plans_ These anchors may be used to capacity-Any nationally-recognized brand that meets the below specifications is acceptable_ �
_Insl ^ 1
dra��-iigs and calculations_ Constructed-tenons not specifically addressed herein resist tension loads and shear loads manufacturers recommendations_shall be built per current Glue-Laminated Timbers. Unless othenrise noted, all pinion beams shall be 24F-�T4 DF:DF. glUt4g14 for `V
building code_ Epoxy Sy.stems_For bolts,use Simpson epoxy41e bolt system v ith ET-HP or SET high strength epoxy, use as beams shall have camber built in per manufacturer's recommendation_Use industrial appearance �I
CCI has not analyzed any-other portion of the existing building,including but not limited to: foundations, -%%ith zinc plated,A307 -all-thread' bolts as shcr An in the sketches_ For d-owels, use ET-HP or SET high grade,unless visually exposed to interior living space use architectural appearance grade. All gtWAM�-,,shall
beams,coliununs, �,As, floors,.floor framinng systems,roof framing system,connections, etc_ strength epoxy and rebar as specified on the Plans and Callouts. Drilling of holes and installation shall be in be manufacxured b� an AITC approved fabricator_ S#rife and install m accordance Frith rnanufacxurers O
strict accordance v4-i#ln epoxy manufac-tufer's recommendation. recommendations_+
CCI has not been retained to perforinn construction inspection_ CCI takes no liability or responsibility for V
erw=g constructed items are built in accordance�%1-di these structural analyses, and..or the building code. CONS EN,I IONAL WOOD FRAMING: ct
Further, CCI does not specify Special Inspection per the IBC,IRC, or other local or national building codes_ General Cznstruction: Predrill all nail, screw, and lag holes where required to avoid splitting_ Connect all
Special Inspection requirements are the responsibility of the approving jurisdiction and the Contractor_ ivood members per the Plans and applicable building code_ Where Sutctural Plains do not specifically
SINGLE PROJECT: address a structural element, construct said element per minimum building code.
Framing Material_All sa%%m framing lumber, not including beams,posts, and columns, shall be Spruce Pine
The calculations,drawings,notes, specifications, and?'or tables prepared by CCI are valid oinl}F for the �
project indicated herein These documents are not "slid, are not applicable to, and shall not be used for an', Fir, Hem Fir, or Douglas Fir-Larch,Number 2 or better, unless otherwise shoe-m_All sa,�%m wood shall
other proj e�ct at am,other location- � have moisture content less than 25°4.
COMPETENT CONSTRUCTION PERSONNEL!SAFETY: Studs_ Studs 'in exterior walls shall be a single member(not spliced not discontinuous) from horizontal V 1
diaphragm to horizontal diaphragm (horizontal diaphragms are roots and floors that connect to exterior
Only competent personnel familiar with construction and safety practices germane to the project shoiAm. v�alls_)L se balloon framing at stainw,11s, openings in floor diaphragms_ etc_ Stud size,material, and
herein should be employed to assemble and construct the work. max. dill length behy-een diaphragms is sho-%N n in shear wall table. �I
Contractor shall be responsible to comply with all OSHA and State,Labor and Industries Standards_ Seams and Posts_ All saALm structural beams,headers,and posts shall be Doug Fir Larch No 2 or better.
Contractor assumes full responsibility as to construction methods used, safety provisions employed,and the except iAfiere exposed to w eather and specified as PT (Pressure Treated)may be Hem Fir No_ 2.or better_
finished as-built condition of the structure and related s%,s#ems_ QLaNgg�PSLs,LVLs,etc_ shall be per Prefabricated Wood Products section helm _ MM
HAZARDOUS 14IATERIA.LS: Multiple Ply Members_ w
Construction may expose workers and other people on of near theaobsi#e to asbestos,lead, silica, Trimmers, King Studs, Leaders_ Where more than one 2.x is placed against another and used as a multiple 0
hydrocarbons, andfor other hazardous materials_ CCI is not an expert in these matters and hereby disclaims ply king stud,trimmer, or header,connect all plies with 16d at 4" OC, staggered. M
all liability for injury or death from said exposure_ CCI recommends that a hazardous materials expert be
consulted prior to all oonstruction proj ec#s. Beams, Columns. Where more than one 2x, or LVL,or L SL is placed against another and used as a multiple r�
ply beam or columns connect all plies,6-6th glue and 2, 16d at 4-'spacing; or no glue and 2 screkr-s at 12:'
IA MATERLS ANDIJETHODS: max spacing_
Provide and install all materials 'in accordance,;Kith manufacturer's requirements and recommendations_It is Glue,Epoxy_ Where specified, wood to vmod glue shall be commercial grade with minimum shear strength `V
the contractor's responsibility to ensure all field personnel understand and adhere to this_ of 450 psi at 28 days_Use Liquid Mails LN-940 or similar_For wood to steel, use Liquid Nails DW It or
TEMPORARY SUPPORT AND BRACING: similar with min_,400 psi shear strength at 28 days_ Prep and apply per manufacturer's recommendations_
General_ Provide adequate temporary support to all walls,roofs, beams, columns, aitd floors during Epoxy used with�-ood dowels or drift in shall be Simpson ET-HP, or other brand intended for wood use_
construction- Design of same is not included herein Contractor or orkA er should check all temporary- lVood and dowel shall be clean and dry prior to epoxy installation. O
supporting devices-%%ith a qualified person_ Contractor shall be responsible for the adequacy of all Window and Door Openings.
temporary andlor permanent support systems_ �I
Header-Use minimum size as called out on Plans_All headers shall be installed with their tall dimension ��II
FOOTINGS,FOUNDATIONS,SLABS O'-N GRADE: vertical_ If header is less than 3 inches ride Ili.a single 2x or single LV'Q use a flat 2x nailed to the
Geotechnical Report: CCI is not aware of a geotechnical report for this project_ CCI strongly recommend bottom of header in an"I:- configuration,r-ith 16d at 4"max spacing. If no header is specified,the wall is
that a geotechnical report be performed by a qualified geotechnical engineer for all construction projects_ assumed non-load bearing and wall top plate may serve as the header-
Soils-analysis and geotechnical engineering are not a specialty of CCI_ CCI depends on others for the TrFmnws, aka,Tack Studs_ Use side(or larger)per Structural Callouts_ Concealed flange hanger of similar
pi-masion of soils data,-which includes but is not limited to: alloi.%mble bearing capacity, liquefaction bearing length and capacity may be substituted for trimmer_
potential,slope stability,active and passive lateral pressures, internal friction angle,and cohesion_In the
absence of a geoted uical report CCI Will make assumptions regarding soil parameters,ho�Nm ar,CCI takes King turfs_Unless o#hemise shown on Plans use-the following- These must be full-height,bottom plate to
im responsibility or liability for future settlement, or damage or injury due to earth movement or failure of top plate, LE diaphragm to diaphragm. Standard
any kind- * Opening less than 6' wide-use min_,one king stud each end of header-
* Opening 6.1' iAide to 9' vLride-use min-,two king studs each end of header_ Structural
* Opening 9.1' iAide to 16' wide,use min-,three king studs each end of header_ Specifications
2
of 2
PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT
Mailing Address: P.O. Box 547, Anacortes, WA 98221
c�oR Office Location: 904 61h Street, Anacortes WA 98821
Phone: (360) 293-1901
RESIDENTIAL BUILDING PERMIT APPLICATION
THIS APPLICATION PACKET IS USED FOR THE FOLLOWING PROJECT TYPES:
Single-Family Residences (SFR), Duplexes, Additions & Remodels, Accessory Structures (i.e. garages,
carports), Accessory Dwelling Units, Manufactured Homes, Residential Decks & Retaining Walls, and
Docks& Pilings.
FORM BP-1: RESIDENTIAL BUILDING PERMIT APPLICATION
PROPERTY INFORMATION
PROJECT ADDRESS(STREET,SUITE#) ASSESSOR PARCEL NUMBER
1308 34th Street P 112696
SUBDIVISION/LOT# ZONING LOT AREA(SIZE) 0.29
SQ. FT.
TYPE OF PROJECT
NEW ADDITION REPAIR X REMODEL CHANGE OF USE
SFR Lj Duplex ❑Deck/Porch
Accessory Dwelling Unit: ❑Detached ❑Attached ❑Retaining Wall
❑ Manufactured Home ❑Accessory Structure
❑ Shoreline Structure(dock, pilings,floats etc.) * ❑X Other: Interior remodel
*If application is for a shoreline structure, please complete the Shoreline Structure Checklist.
IS THIS WORK ASSOCIATED WITH ANOTHER PROJECT? I YES ✓ NO
f YES, provide the permit/application number:
PROJECT SUMMARY: PROJECT VALUATION
Interior remodel to demo existing stairs to upper level and (Cost of Materials & Labor)
relocate them.
S
PROPERTY OWNER INFORMATION
NAME PHONE
Sarah Hill n/a
ADDRESS(STREET,CITY,STATE,ZIP) EMAILADDRESS
1308 34th Street Anacortes, WA 98221 n/a
CONTRACTOR INFORMATION
NAME* PHONE
BigFoot Builders, LLC (360) 298-1708
CONTRACTOR'S BUSINESS LICENSES STATE LICENSE# EXPIRATION
*All Contractors&Subcontractors must have a valid City B I G FO B L853 N4 12/21/23
of Anacortes business license prior to doing work in the UBI# EXPIRATION
City.
603528521
ADDRESS(STREET,CITY,STATE,ZIP) EMAILADDRESS
5882 Bow Street Bow, WA 98232 Shelley@bigfootbuilders.com
Page 1 of 17
Res.Building Permit Application Submittal Checklist
Updated April 20,2021
CONTACT PERSON -Select one person the city will contact for anything related to this project:
EC APPLICANT ❑PROPERTY OWNER ❑CONTRACTOR ❑OTHER(LIST BELOW)
NAME PHONE
Jodi Boyden (360) 941-8656
ADDRESS(STREET,CITY,STATE,ZIP) EMAILADDRESS
8629 Pinelli Road Sedro Woolley, WA 98284 Jodimboyden@gmail.com
LENDER INFORMATION
RCW 19.27.095 requires the City to obtain information with regard to lenders. If there are no lender
involved with your project, write "no lenders"on the Name Line below.
NAME PHONE
n/a
ADDRESS(STREET,CITY,STATE,ZIP) EMAILADDRESS
ACKNOWLEDGEMENTS & SIGNATURE
Read and initial each of the following statements prior to signing this application:
JB 1 understand that when a building permit application is taken in over the counter it does not mean
the application has been deemed technically complete and sufficient for staff review.
JB I understand that if 1 submit incomplete, inaccurate, and/or erroneous information it will take the
City longer to process my permits.
JB I understand and acknowledge that I could be responsible for providing as-built drawings(on paper
or electronically)as part of the project's certificate of occupancy process.
JB 1 understand and acknowledge that Special Inspections could be required as part of my project, and
if needed 1 will be required to pay for the cost of these inspections.
JB 1 understand and acknowledge that financial securities could be required as part of the work 1 am
completing and I agree to provide the items needed for the City to calculate these securities and to
provide the securities themselves.
J B I understand that if permits are reviewed concurrently such as design review, site plan, traffic
concurrency, etc., any required revisions to one permit may affect the entire plan set and could add
costs and time to the project.
1 hereby declare that 1 am either the owner of the property listed on this application or the owner of
this property has authorized me to be their representative to act for them. I also declare under penalty
of perjury under the laws of the State of Washington that all of the statements and answers contained
herein, and the information submitted with this application form is in all respects, true, correct, and
complete to the best of knowledge and belief.
02/05/23
SIGNATURE DATE
Jodi Boyden
PRINTED NAME
Res.Building Permit Application Submittal Checklist
Updated December 2021
Page 2 of 17
SUBMITTAL CHECKLIST
v v D m v 0
M 3 3
X D C y O r V n
O 70 �n
Residential Building Permit � �- v o
O 3 3
Submittal Requirement Checklist Q ,' °' o '�
n c o
O fD '*
7 N
O
Residential Building Permit Application Form X X X X X
(FORM BP-1—attached)
Structure &Site Information Form X X X X X
(FORM BP-2—attached)
Mechanical & Plumbing Fixtures Form X X X
(FORM BP-3—attached)
Architectural Plans X X X X X
(requirements listed on FORM BP-4-attached)
❑ Stormwater Management Minimum Requirements X X X X
Determination (FORM BP-s,attached)
Stormwater Site Plan X X X X
❑ Site Plan & Landscape Plans- requirements listed on Form X X X X X
BP-6
✓� Structural Plans&Calculations X X X X X
❑ Energy Code Plans& Forms X X
Manufacturer's Specifications/Cut Sheets X
ITCopy of recorded survey X X X X
❑ Critical Area Identification Form X X X X X
❑ Shoreline Structure Checklist, if applicable X X
❑ Technical Reports X X X X
❑ Other Required Permits, if applicable X X X X X
❑ I ADU Affidavit of Owner Occupancy(signed) X
SUBMITTAL INFORMATION
Please send applications in PDF format to buildingpermit@citvofanacortes.org
➢ Send applications in PDF format with a file and message size no greater than 30 MB.An email
with a link to a file share site (Dropbox, Google Drive, OneDrive, etc.) is acceptable. Paper copies
may be requested after initial review.
FEES
Once application is received, staff will reach out if a deposit is required. Otherwise, permit fees are paid
prior to building permit issuance.
Res.Building Permit Application Submittal Checklist
Updated December 2021
Page 3 of 17
REQUIRED SUBMITTAL INFORMATION
Additional details on certain submittal items are provided below to ensure Applicants are fully aware
what City staff will be looking for when an application is submitted to the City.
FORMS AND PLANS
• FORM BP-1: RESIDENTIAL BUILDING PERMIT APPLICATION FORM. Provides key information
about your project, including type of permit you are applying for, and property owner, contractor,
and contact information.
• FORM BP-2: STRUCTURE AND SITE INFORMATION FORM. Provides key information about
the proposed structure, including height, floor areas, fire protection proposed, and asks questions
about site characteristics that are used to determine whether your project requires any other
information or additional permit applications to be submitted.
• FORM BP-3: PLUMBING AND MECHANICAL INFORMATION. Form BP-3 provides space for
you to fill in fixture information for plumbing and mechanical appliances and equipment that are
included as part of your project.
• FORM BP-4: ARCHITECTURAL PLAN REQUIREMENTS. Form BP-4 contains a list of all the items
required to be shown on Architectural Plans.
• FORM BP-5: STORMWATER MANAGEMENT DETERMINATION FORM. Most development
within the City of Anacortes that involves disruption of soils, or construction of buildings, streets,
parking lots, etc. requires a Stormwater review. Stormwater review requirements are based on
either the amount of soil to be disturbed (grading,vegetation removal), or the amount of hard
surface that is created or replaced on a site (building footprint, concrete, asphalt or gravel parking,
sidewalk, etc.). Form BP-5 assists you in determining the level of stormwater review(applicable
Minimum Requirements) required for your project.
• STORMWATER SITE PLAN. The Stormwater Site Plan is the comprehensive report containing all
of the technical information and analysis necessary for regulatory agencies to evaluate your
project for compliance with stormwater requirements. The level of stormwater review and
contents of the Stormwater Site Plan will vary with the type and size of the project, and individual
site characteristics. Use Form BP-5 to determine the level of stormwater review and then
complete the applicable Stormwater Minimum Requirements Form on the Public Works-
Engineering Department Forms website and provide required submittal items/plans.
• FORM BP-6: SITE PLANS& LANDSCAPE PLANS. Form BP-6 contains a list of all the items
required to be shown on Site and Landscape Plans.
• STRUCTURAL PLANS: Plans prepared and stamped by a State of Washington licensed
professional structural engineer drawn at a scale approved by the Building Official clearly indicating
the information required by the "Permits" section of the currently adopted International Building
Code and Chapter 19.27 RCW (State Building Code Act, Statewide amendments), and City submittal
forms including: structural members labeled as to size and spacing as well as bracing, blocking,
bridging, special connectors, and anchor bolts; cross-section details, as needed,to show typical
foundation,floor, wall, ceiling and roof construction; insulation of walls, floors and roof/ceiling; and
details of stairs,fireplaces and special construction, if any.
• STRUCTURAL CALCULATIONS: An analysis of loads, materials, etc., prepared and stamped by a
State of Washington licensed professional structural engineer.
Res.Building Permit Application Submittal Checklist
Updated December 2021
Page 4 of 17
• ENERGY CODE FORMS: The standard Washington State Energy Office form requesting the
information required under Chapter 51-11 WAC detailing building components used to comply with
the State Residential or Nonresidential Energy Code, as applicable.
• MANUFACTURER'S SPECIFICATIONS/CUT SHEETS: A document that summarized the
performance and other technical characteristics of a product, machine, component, material, or
subsystem (e.g., a power supply) in sufficient detail that allows the City to determine the product
will be incompliance with applicable codes.
• COPY OF RECORDED SURVEY. A survey of your property is needed so that conformance with
minimum setback requirements and other development standards can been confirmed and verified
on site by the inspectors. Property markers must be visible on your property. If they are not at the
time an inspection is requested,you may need to have a new survey completed.
• CRITICAL AREA IDENTIFICATION FORM. Use this from to determine and/or identify if critical
areas or critical area buffers are located on or within 300 ft. of the development area. If critical
areas are determined to be present, a Critical Area Permit may be required.
• SHORELINE STRUCTURE CHECKLIST.This checklist is required to supplement the building permit
application if the proposed structure or development is waterward or within 200 ft.from the
shoreline.This checklist will also assist in determining what other approvals or permits may be
required for the proposed work.
OTHER SUBMITTALS DETERMINED ON A CASE-BY-CASE BASIS
TECHNICAL REPORTS
Following is a list of technical reports that will be required to be submitted to the City when certain
circumstances exist on or near a site an Applicant is planning on making improvements to. The general
triggers for each of the listed technical reports I provided below:
A. CRITICAL AREAS REPORTS: In general, Critical Area reports are required when wetlands
and/or streams are located on or near a site. Critical area mitigation plans may also be required,
depending on the project proposal. See Anacortes Municipal Code Ch. 19.70 for additional
information.
B. GEOTECHNICAL REPORT: In general, Geotechnical Reports are required when work is
proposed on or near slopes in excess of 15%and/or known landslide hazard areas. See
Anacortes Municipal Code Ch. 19.70 for additional information.
OTHER PERMITS DETERMINED ON A CASE-BY-CASE BASIS
OTHER FORMS
Following is a list of other permits that could be required in certain circumstances. The general triggers
for each of the listed permits is provided below.
A. FILL AND GRADE PERMIT: Grading (importing, exporting, and/or moving material on a site) of
more than 50 cubic yards and/or if grading modifies the existing flow of stormwater or
groundwater.
B. RIGHT-OF-WAY PERMIT: A right-of-way permit is required anytime the public right-of-way is
disturbed or obstructed in any way by private development or the general public.
Res.Building Permit Application Submittal Checklist
Updated December 2021
Page 5 of 17
FORM 1313-2: STRUCTURE AND SITE INFORMATION
PROPERTY WHERE WORK IS OCCURRING
ADDRESS 1308 34th Street Anacortes, WA 98221
PARCEL NUMBER(S) P112696
DETAILED PROPOSED STRUCTURE INFORMATION
Complete the following information as it relates to your project. Mark items that are not applicable with
"N/A".
STRUCTURE HEIGHT Existing (will not change)
AREA SQUARE FOOTAGE OCCUPANCY GROUP CONSTRUCTION TYPE OCCUPANT LOAD
1ST FLOOR: 1816 Residential
2ND FLOOR: 1606 Residential
3RD FLOOR:
BASEMENT:
GARAGE: 624 Residential
TOTAL DECK:
TOTAL PORCH:
OTHER:
OTHER:
OTHER:
QUESTIONS ABOUT THE PROPOSED STRUCTURE
Is a fire sprinkler system being installed? ❑YES ❑NO
Is a monitored fire alarm being installed? YES ❑NO
Are retaining wall(s) being built? ❑YES ❑NO
Are structural plans required? I ❑YES ONO
PROJECT SITE INFORMATION
A. Is work within the City's right-of-way proposed? ❑YES ONO
If YES, you will be required to submit a right-of-way permit application.
If you have already submitted a ROW permit, list the permit number here:
B. Is the lot less than 5,000 sq. ft. in area? ❑YES ONO
If YES, your site and building will need to comply with the standards in AMC
19.43.010.C.
Res.Building Permit Application Submittal Checklist
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C. Is your project involving an accessory dwelling unit? ❑YES 0 NO
If YES, your site and building will need to comply with the standards in AMC
19.47.030.
D. Will more than 2-acres be cleared and/or more than 5,000 board feet ❑YES ONO
(about 1 log truck load) of timber be harvested?
If YES, you may need to obtain a forest practice permit from DNR.
E. Is this project subject to the SEPA process? OYES C NO
If YES, you will be required to submit a SEPA checklist.
If you have already completed the SEPA process, list the permit number:
REQUIRED SIGNATURE
1 hereby declare that 1 am either the owner of the property listed on this application or the owner of this
property has authorized me to be their representative to act for them. 1 also declare under penalty of
perjury under the laws of the State of Washington that all of the statements and answers contained
herein, and the information submitted with this application form is in all respects, true, correct, and
complete to the best of knowledge and belief.
02/05/23
SIGNATURE DATE
Jodi Boyden
PRINTED NAME
Res.Building Permit Application Submittal Checklist
Updated December 2021
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FORM BP-3: PLUMBING & MECHANICAL INFORMATION
MECHANICAL
APPLIANCE/EQUIPMENT INFORMATION (NEW AND RELOCATED)
EQUIPMENT TYPE Indicate the number of fixtures for each equipment type TOTAL
GAS ELECTRIC OTHER-Please specify COMMENT
Furnace
Wall Heater
Water Heater
Heat Pump
Air Conditioner/Handler
Radiant/Hydronic Heating
Exhaust Fans
Range Hood
Fireplace
Clothes Dryer& Duct
Stove/Range/Oven
Refrigeration Unit
Gas Piping/Outlet(s)
Boiler BTUs:
Other
L TOTAL MECHANICAL OUTLETS
PLUMBING FIXTURES
FIXTURE TYPE(NEW AND RELOCATED) TOTAL FIXTURE TYPE(NEW AND RELOCATED) TOTAL
Toilets Refrigerator water supply
Kitchen Sink Pressure Reduction Valve/ Regulator
Utility Sink Water Service Line
Tub Water Piping
Hand Sink Washing Machine
Shower Electric Water Heater:Tank-less? Yes❑ No❑
Dishwasher Backflow Prevention Device
Urinal Hose Bib
Floor Drain/Floor Sink Drinking Fountain
Hydronic Heat in:❑Floor ❑Wall Grease Interceptor
Other-please specify:
TOTAL PLUMBING FIXTURES
Res.Building Permit Application Submittal Checklist
Updated December 2021
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FORM BP-4: ARCHITECTURAL PLAN REQUIREMENTS
GENERAL INFORMATION
This form is intended to assist applicants in creating complete, code compliant architectural plans. Please
check the plans you wish to submit to make sure they contain each of the listed items. To the right of the
Requirements column is space for you to list the sheet number of the plan set where the listed
information is shown.
• Minimum Plan Size: 11" x 17" and drawn in an architectural scale.
• Architectural plans for structures 4,000 square feet or larger are required to be prepared and
stamped by an architect licensed in the State of Washington.
• Structural plans must be stamped by a structural engineer licensed in the state of Washington.
REQUIREMENTS FOR ALL ARCHITECTURAL PLANS
COMPLETE? REQUIREMENTS PAGE#
Cover or 1st page) must include:
X Site address
X Parcel number
Lot number(if applicable)
Lot size Al
Lot coverage
impervious surface coverage
Floor plans with existing(if applicable) and proposed building layout with Al/A2
square footages and with the use of each room/area labeled.
Window and door sizes labeled and window ventilation area. Commercial,
Multi-Family, and Mixed-Use Structures must also include door and window n/a
schedules.
Plumbing, duct, and electrical layout. Penetration protection must be shown. n/a
Opening headers, size, and material. Al/A2
Cross section details, showing typical foundation,floor, wall, ceiling and roof n/a
construction and insulation.
Structural members labeled as to size and spacing as well as bracing, blocking, n/a
bridging, special connectors, and anchor bolts.
Details documenting energy code compliance. n/a
Exterior building elevations demonstrating compliance with applicable
structure type design standards (small lot, duplex, or ADU) and maximum n/a
building height
Res.Building Permit Application Submittal Checklist
Updated December 2021
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Building height (see AMC 19.42.120 for measurement methods, exceptions and
modifications).
• Show a line representing, and label the elevations of, the existing
natural topography at the foundation at the front of the building.
• For corner lots and lots that slope downhill from the property line at
the front of the building: Show a labeled line representing the
elevations at the center of all exterior walls of the building.
• For ADUs only, include elevations demonstrating compliance with the
height/setback plane (see AMC 19.47.030(C)(6)).
Special details as needed (i.e., stairs,fireplaces, special construction). A3
Insulation and insulation values of walls, slab, floors, and roof/ceiling. n/a
Existing and proposed grades with slope of lot shown. n/a
Res.Building Permit Application Submittal Checklist
Updated December 2021
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FORM BP-5: STORMWATER MANAGEMENT MINIMUM
REQUIREMENTS DETERMINATION
GENERAL INFORMATION
Most development within the City of Anacortes that involves disruption of soils, or construction of
buildings, streets, parking lots, etc. requires a Stormwater review. Stormwater review requirements
are based on either the amount of soil to be disturbed (grading,vegetation removal), or the amount of
hard surface that is created or replaced on a site (building footprint, concrete, asphalt or gravel
parking, sidewalk, etc.)
This form is largely targeted for small projects and single family residences. For larger projects and
more information please refer to the Anacortes Municipal Code (Chapter 19.76 Stormwater
Management) and the latest Washington State Department of Ecology Stormwater Management
Manual for Western Washington (Ecology Manual).
HARD SURFACE AREA CALCULATION
Please calculate your project's hard surface amount; guidance is provided on the next page of this
document. Use your project's total hard surface calculation to follow the flow chart(s) in this packet and
determine the level of stormwater management required for you project.
When determining your permit level or if stormwater thresholds are met or exceeded the entire project
must be considered. A project is that portion of a property, properties, or right of way subject to land
disturbing activities, new hard surfaces and replaced hard surfaces. The hard surface on your property
will determine the storm water utility fees and the stormwater general facility charge. All new or
replaced hard surfaces should be accounted for. Below are excerpts from the Anacortes Municipal Code
and Ecology Manual that may assist you in preparing this information.
"Hard surface area"means an impervious surface, a permeable pavement, or a vegetated roof.
"Impervious surface"means a non-vegetated surface area which either prevents or retards the entry of
water into the soil mantle as under natural conditions prior to development. A non-vegetated surface
area which causes water to run off the surface in greater quantities or at an increased rate of flow from
the flow present under natural conditions prior to development.
"Replaced impervious surface"means,for structures, the removal and replacement of impervious
surfaces down to the foundation. For other impervious surfaces, the removal down to bare soil or base
course and replacement.
LAND DISTURBANCE
DESCRIPTION TOTAL(SQ. FT.)
Total Area of Land Disturbing Activity n/a (interior remodel)
Total Area Converted from Vegetation to Lawn or Landscaped Area n/a (interior remodel)
Res.Building Permit Application Submittal Checklist
Updated December 2021
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HARD SURFACE AREA CALCULATION
Existing Removed Proposed Proposed
DESCRIPTION (SF) (SF) Replaced New
(SF) (SF)
Non Pollution Generating Hard Surface Area
(Sidewalks, paths, patios,etc.)
Pollution Generating Hard Surface Area
(Driveways, parking areas, etc.)
TOTAL HARD SURFACE
Site Size
Existing Impervious Surface Coverage% o
(sq.ft. hard surface/site size)
MINIMUM REQUIREMENTS CALCULATIONS
Use the information in the above table to navigate the flow chart(s) on the next few pages to determine
the applicable stormwater management minimum requirements for your project.
Then complete the applicable Stormwater Minimum Requirements Form on the Public Works -
Engineering Department Forms website and provide required submittal items/plans.
❑ Minimum Requirements#1-9 ❑ Minimum Requirements#1-5 ❑ Minimum Requirement#2
Res.Building Permit Application Submittal Checklist
Updated December 2021
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FLOW CHART FOR DETERMINING REQUIREMENTS FOR NEW DEVELOPMENT
Start Here
Does the site have 35% Yes See Redevelopment Minimum
or more of existing 0, Requirements and Flow Chart
impervious coverage? (Figure 1-2.4.2).
No
Does the project convert 3/4
acres or more of vegetation to
Does the project result in lawn or landscaped areas,or
5,000 square feet,or NO convert 2.5 acres or more of
greater,of new plus native vegetation to pasture?
replaced hard surface
area?
No
ZYesYesDoes the project result in 2,000
IF square feet,or greater,of new plus
All Minimum Requirements replaced hard surface area?
apply to the new and replaced
hard surfaces and converted Yes NO
vegetation areas.
Does the project have land
Minimum Requirements#1 disturbing activities of 7,000
through#5 apply to the new Yes
square feet or greater?
and replaced hard surfaces
and the land disturbed. NO
IF
Minimum Requirement#2
applies.
Figure 1-2.4.1
Flow Chart for Determining Requirements for
New Development
DEPARTMENT OF Revised June2015
ECOLOGY Please see http//www.ecy.wa.gov/copyright.html for copyright notice including permissions,
State of Washington limitation of liability,and disclaimer.
Res.Building Permit Application Submittal Checklist
Updated December 2021
Page 13 of 17
FLOW CHART FOR DETERMINING REQUIREMENTS FOR REDEVELOPMENT
Does the project result in 2,000 square feet,or more,of new plus replaced hard surface area?
OR
Does the land disturbing activity total 7,000 square feet or greater?
Yes lNo
Minimum Requirements#1 through#5
apply to the new and replaced hard Minimum Requirement#2 applies.
surfaces and the land disturbed.
Next Question
Does the project add 5,000 square feet or more of new hard surfaces?
OR
Convert Y4 acres or more of vegetation to lawn or landscaped areas?
OR
Convert 2.5 acres or more of native vegetation to pasture?
Yes No
All Minimum Requirements apply Next Question Is this a road
to the new hard surfaces and the related project? NO
converted vegetation areas.
Yes
Does the project add 5,000 square feet or more of new hard surfaces?
Yes
NO Is the total of new plus replaced hard surfaces
Do the new hard 5,000 square feet or more,
surfaces add 50%or NO No additional NO AND
more to the existing requirements. does the value of the proposed improvements
hard surfaces within -including interior improvements-exceed
the project limits? 50%of the assessed value(or replacement
value)of the existing site improvements?
YesE All Minimum Requirements apply to the new and replaced 4-1
hard surfaces and converted vegetation areas. Yes
Figure 1-2.4.2
Flow Chart for Determining Requirements for
Redevelopment
DEPARTMENT OF Revised June2015
ECOLOGYPlease see http b(roww.ecy.wa.gov/copyright.html for copyright notice including permissions,
State of Washington limitation of liability,and disclaimer.
Res.Building Permit Application Submittal Checklist
Updated December 2021
Page 14 of 17
FORM BP-6: SITE PLAN REQUIREMENTS
GENERAL INFORMATION
This form is intended to assist applicants in creating complete, code compliant site plans. Please check
the plans you wish to submit to make sure they contain each of the listed items. To the right of the
Requirements column is space for you to list the sheet number of the plan set where the listed
information is shown.
• Minimum Plan Size: 11"x 17" and drawn in an engineering or architectural scale.
INFORMATION REQUIRED ON ALL SITE PLANS
COMPLETE? REQUIREMENTS PAGE#
ON PLANS
COVER SHEET:
Vicinity Map
Name of the project
Name, address, and telephone number of owner and agent(s)
❑ Name, address, and telephone number of Applicant (if different from the
owner)
Zoning designation of the site
Area, in square feet and acreage, of the project site
Reference to the Building Code used
Proposed use
Occupancy group
Construction type
Square footage and height of each individual building
Percent lot coverage
Percent impervious surfaces
Scale and North Arrow
Property features
Location, identification, and dimensions of all property lines and easements.
All easements shown on the title report, Record of Survey, or plat must be
dimensioned and shown.
Location and dimensions of existing critical areas (wetlands, streams, steep
slopes) and their associated buffers.
Location of Ordinary High Water Mark and shoreline jurisdiction limits (i
adjacent to a shoreline).
Existing and proposed contours and site elevations (i.e. finished grades) at 5-
foot minimum increments. The horizontal and vertical control datum must be
clearly shown.
Structures
Location, identification, dimensions and size of all existing and proposed
buildings and other structures.
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Location of existing and proposed retaining walls, rockeries, and fences.
Location, identification, and dimensions of all setbacks.
Show proposed projections into required setbacks, including dimensions(see
AMC 19.44.140)
Utilities & Easements
Location and dimensions of existing and proposed stormwater, sanitary
sewer, potable water, and fiber lines/facilities. All wells and septic systems
located on or near the project site must also be identified.
Location of all existing and proposed fire hydrants within 300 feet of the
boundary of the project site.
Location and dimensions of existing and proposed freestanding lighting
fixtures, utility junction boxes, public utility transformers.
Stormwater
Proposed Temporary Erosion and Sediment Control Measures, if not located
on other plans.
Proposed permanent stormwater management BMPs.
Access, Circulation & Parking
Location, identification, and dimensions of all existing and proposed on-site
and adjacent streets and alleys, including the location and dimensions of all
existing and proposed curbs, gutters, sidewalks, median islands, and street
trees.
Show existing and proposed vehicular access to the site, including the size
and location of driveways and curb cuts.
Show existing and proposed parking spaces, including surface material and
dimensions of spaces.
Open Space (ADUs, Small Lots, and Duplexes)
Show calculations, location, dimensions and provided square footage of
required open space area per AMC 19.43.010.C, E, or AMC 19.47, as
applicable.
Landscaping
Show the location and design of landscape areas to be preserved and
planted, and a plant list to include the location, number, size and type of
plant material by botanical and common name.
Location of irrigation system if a permanent or temporary system is
proposed.
Show the location of existing trees to be retained in conformance with AMC
16.50, and tree protection measures to be implemented, when applicable.
Provide a maintenance plan for any infiltration-based stormwater best
management practices (BMPs) built as part of the landscaping design,
including the specifications and maintenance procedures of any soil
amendments.
Show new trees to be planted and tree unit credit calculations, in
conformance with AMC 16.50 Tree preservation,when applicable
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Updated December 2021
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A table similar to the following with project specific information provided,
must be placed on the site plan:
Required Landscaping For Example
Calculations
Site Area 7,500 sq.ft.
%of site area to be landscaped (per 20%- R2A zone
AMC Tables 19.42.020-.030) 1,500 sq.ft. required
1,850 sq.ft. provided
Compliance with AMC Ch. 16.50 Tree unit credits required:
Tree Preservation. • 8 tree units required
Tree unit credits retained:
• 2 trees 6"dbh =4 tree unit
credits retained
Tree unit credits provided:
• 2 new deciduous trees(min.2"
caliper @ 6" above ground)
• 2 new evergreen trees(8' in
height)
Number of required street trees 1 per 30'of frontage
60 lineal feet of frontage=3 street
trees
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Updated December 2021
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