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Permit File 1212 16th Street #A
October 26,2016 Paul Ingalls Plans Examiner City of Anacortes Building Department 360-293-1901 RE: 1212 16th Street, Lambert Project Hi Paul, This addendum letter is to inform you of an update to the floor joist system to the residence. The plans originally called for manuf. I-joists. Per owner request,the joists have been revised to 2x12 d.f. #2's. I have attached structural calculations indicating that the spans and loads work. Should the owner choose,the upper floor system may also be revised to 2x12 d.f.42's. However,the long span area over the kitchen of 17' will need to be double floor joists sistered together with 8d at 6"o.c., staggered top and bottom— 1 %"clear from both. Also,the floor joists located adjacent to the crawl space access have been modified and blocked to provide additional headroom at the entry of the crawl space opening. The joists have been modified, shortened, and hang off the adjacent joists. The adjacent joists will be doubled. Please let me know if you have any questions, comments, or concerns, Thank you, ny f, f Jeremy McNett,Assoc.AIA `l\, (.7(4kfC 1 Gravity Analysis Job: Lambert Site: 1212 16th Street Anacortes,WA 98221 Associate Architect: Emerald City Drafting&Design Jeremy McNett,Assoc.AIA 5512 Doon.Way Anacortes,WA 98221 Date: 6-Dec-16 Basis of Design Code 2015 IRC and IBC Concrete: Structural A.S.T.M A36 Steel fc= 3000.00 psi Fy= 36.00 ksi Fy= 40.00 ksi Fb= 24.00 ksi Dead Load = 1.40 ksi E= 29 x 10"6 psi Live Load= 1.70 ksi flexure= 0.90 Foundation Soil Type= soft clay,silt axial tension = 0.90 Allowable Soil Bearing = 1500,00 psf axial compression= 0.70 Fasteners Metal Framing anchors,clips,angles, straps, hangers,etc. shear= 0.85 Use"Simpson Strong Tie"or Equal. Nails- Use common type. Bolts- A.S.T.M.A307 Lumber Properties beam width I weight I fb(single) I Fv I . E x 10^6 J fc(perp) I fc(parallel)( grade 2xDF-L#1 1.50 32.0 1000 180 1.70 625 1500 #1 2X DF-L #2 1.50 32.0 900 180 1.60 625 1350 #2 (2)2x;DF-L #1 3.00 32.0 1000 180 1.70 625 1500 #1 (2)2x DF-L #2 3.00 32.0 900 180 1.60 625 1350 #2 4x DF-L #ss 3.50 32.0 1500 180 1.90 625 1700 SS 4x DF-L #1 3.50 32,0 1000 180 1.70 625 1500 #1 4x DF-L #2 3.50 32.0 900 180 1.60 625 1350 #2 6x_DF-L #ss 5.50 32.0 1500 170 1.60 625 1150 SS 6x DF-L #1 5.50 32.0 1200 170 1.60 625 1000 #1 6x DF-L #2 5.50 32.0 750 170 1.30 625 700 #2 3.5''BC GLB 24f 3.50 36.4 2400 265 1.80 1100 1650 24f-V4 5.5"BC GLB 24f 5.50 36.4 2400 265 1.80 1100 1650 24f-V4 3.125"BC GLB 24f 3.13 36.4 2400 265 1.80 1100 1650 24f-V4 5.125"BC GLB 24f 5.13 36.4 2400 265 1.80 1100 1650 24f-V4 6.75"BC GLB 24f 6.75 36.4 2400 265 1.80 1100 1650 24f-V4 1.75"Versa-lam 2.0 1.75 37.0 2800 285 2.00 750 3000 2.0 2800 3.5"Versa-lam 2.0__ 3.50 37.0 3100 285 2.00 750 3000 2.0 3100 5.25"=Versa-lam 2.0 5.25 37.0 3100 285 2.00 750 3000 2.0 3100 7"Versa-lam 2,0 7.00 37.0 3100 285 2.00 750 3000 2.0 3101 Basis of design C Unit Weights FLOOR LOADS lower floor psf upper floor psf deck psf r i J a -:,:,-,-- top finish A o 4.0 t ' �� z � ':: 2.0 ' :. ' " 0.0 , � �, : substrate (top) none 0.0 none 0.0 none 0.0 substrate 3/4" osb 2.5 3/4" osb 2.5 - none 0.0 (bottom) - insulation R30 bait- floor joists 0.4 . R2'1 sound 0.2ii. 0.0 16' oc framing 2x12 3.5 2x12 3.5 none 0.0 bottom finish none 0.0 5/8" g.w.b. 2.8 none 0.0 pipes / misc pipes 1.0 pi•es 1.0 none 0.0 total 11.4 total 12.0 total 0.0 ROOF LOADS flat roof psf sloped roof psf r,,c,.):,,),,f,, deck psf top finish none 0.0 metal 1.8 F ,Jo Zz 0,0 membraine none 0.0 i 1.0 aq47 0.0 insulation above F. �: , `=� " �° plywood none 0.0 none 0.0 .: 'a.` 0.0 a . sheathing none 0.0 5/8" osb 2.1 none: 0.0 ceiling structure none 0.0 truss 2.2 none 0.0 c ¢,r4 ; R49 hett�-h x€'14 ,114 insulation none ;,.' 0.0 ceiling no bottom finish none 0.0 5/8" g.w.b. 2.8 none 0.0 drop ceiling none 0.0 none 0.0 none 0.0 pipes / misc none 0.0 pipes 1.0 none 0.0 total 0.0 total 11.5 total 0.0 WALL LOADS Interior Wall psf Exterior Wall psf outer finish 1/2" g.w.b. 2.2 hardie siding: 2.8 rigid insulation ; : none 0.0 none 0.0 fire layer f: none 1 0.0 non 0.0 substrate none 0.0 7/16" osb 1.6 16' oc framing 2x4 1.1 2x6 1.7 insulation R15 sound 1 0.1 0.3 interior finish 1/2" g.w.b. 2.2 1/2" g.w.b. 2.2 total 5.6 total 8.6 Basis of design SIMPLE BEAM - Uniform Load. Job Lambert Beam number: Floor Joists.xlsm Species /beam type 2X DF-L #2 . Level:Lirst floor: J span I 16.00 feet location or line: floor repetitive no Type: rim joist Fb load modifier 7 day duration Use: Floor 1" deflection in 360.00 inches 6-Dec-16 group area type load plf I design properties Live Loads . Beam Width b: 1.50 inch LL floor 1.5 sf residential 40.0 = 60 weight per foot: 32.00 lbs LL attic 0.0 sf ordinary. 10.0 = 0 subtotal: 60 Fv. 180.00 LL roof' 0.0 sf 14 to 12:12 I 16.0 = 0 E: 1.60 x10^6 subtotal: 0 Dead Loads fc (perpend.): 625.00 lower floor 1.5 sf 11.4 = 17 fc(post): 1350.00 upper floor 0.0 sf 12.0 = 0 deck 0.0 sf 0.0 = 0 Fb: 900.00 flat roof 0.0 sf 0.0 = 0 load modifier(C D): 1.25 sloped roof 0.0 sf 11.5 = 0 repetitive factor (rf): 1.00 roof deck 0.0 sf 0.0 = 0 Fb: modified: 1,125 Interior Wall 0.0 sf 5.6 = 0 Exterior Wall 0.0 sf 8.6 = 0 design deflection A: 0.53 inch Beam 1.0 @ 3.8 = 4 subtotal: 21 snow loads deck 0.0 sf I 5.0. ) = 0 flat roof 0.0 sf 5.0 = 0 sloped roof 0.0 sf 5.0 = 0 roof deck 0.0 sf 5.0 = 0 subtotal: 0 total LLR = roof live load 0 total LL = live load 60 total DL = dead load 21 total S = snow load 0 Floor DL+LL 81 Combinations = n/a n/a Governing (W) = (largest combination) 81 reaction V= R = 2l = 647 # uniform w= 81 pfl Ra Rb 647 . 647 Use Beam = ;2X DF-L .#2 x 11 .25 0.12 bd ft I- 60 beam # 12/6/2016 Prepared by Mike Underwood, AIA Page 1 SIMPLE BEAM - Uni orm Load (cont.) Job Lambert Beam number: Floor Joists.xlsm beam height d = 11.25 'inches Bending moment M = wI"2 *12 31,035 inch # 8 section modulus S = bdA2 31.6 inA3 factor of safety 6 check bending Fb= S 981 < 1125 (design Fb) PASS 1.1 Shear horizontal shear Fv= 2bd 57 < 180 (design Fv) PASS :' 3.1 IDeflection moment of inertia I = bd^3 178.0 inA4 12 deflection D= s *w(t"4) 0.42 inch < 0.53 (design A) PASS 1.3 384 E*1 Posts and Connections I load + add + add = total axial load reaction -Ra = 647 + 0 + 0 = 647 lbs post a reaction - Rb = 647 + 0 + 0 = 647 lbs post b post Ra post Rb unsupported I = 7.0 ft 8.0 ft post material = (2) 2x DF-L #2 4x DF-L #2 fc (post) = 1350 fc (post): 1350 post depth = 3.00 inches 3.50 inches post width = 5.50 inches 3,50 inches crit. dim. = 3.00 inches 3.50 inches l/d = 28.0 < 50.0 PASS 27.4 < 50 0 PASS cross sec. req. = 0.7 inA2 0.7 inA2 Post area = 16.5 inA2 > 0.7 PASS: 12.3 inA2 > 0 7 :PASS'' Post Cap = Post Base = 12/6/2016 Prepared by Mike Underwood, AIA Page 2 • :SIMPLE BEAM Uniform Load (cont.) Job Lambert Beam number: Floor Joists.xlsm footing • soil bearing = 1500 psf from basis of design req'd =eaction /soil Ra = 647 # Rb = 647 0.4 ft^2 0.4 ft^2 min. =I 7.9 l in-sq min.=I 7.9 I in-sq Use: Post and Footing "Ra" P = l 647 3.00 x 5.50 (2) 2x DF-L #2 post 7.00 in -thk \„, o (2)#4's e.w. 18.00 in-sq Use: Post and Footing "Rh" P = 647 3.50 x 3.50 4x DF-L #2 post 7.00 in -thk / > (2)#4's e.w. 18.00 in-sq 12/6/2016 Prepared by Mike Underwood, AIA Page 3 '1,AVair AP' coveC CERTIFICATE OF OCCUPANCY This is to certify that the below listed building or structure has been inspected and occupancy is hereby authorized: Description: New Single Family Residence Location: 1212 16th St. Owner: Michael Lambert Constructed by: Lambert Construction Building Permit #: BLD-2014-0015 Date issued: 04/05/2016 Use Zone: R3 Dated: June 2212017 Authorizing Official: 2, TX. .. gam O .- Cityof Anacortes • Invoice/Permit#: BLD-2014-0015 =',, 904 6th Street Applied date: 01/23/2014 P.O.Box 547 Issue date: 04/05/2016 s "' '0= Anacortes, WA 98221-0547 Expire date: 10/02/2017 Viz. ` "'/ ,= £=,zN,q0 � y,'� (360) 293-1901 , Job Address: 1212 16TH ST Permit Type: Single Family Residence Permit ANACORTES WA 98221-2225 Project: APN: • P55465 Remarks: New single family residence on a multifamily lot with two other dwellings. Owner: MICHAEL LAMBERT Contractor: LAMBERT CONSTRUCTION Address: 2812 WASHINGTON BLVD Address: 2812 WASHINGTON BLVD ANACORTES WA 98221-4835 ANACORTES WA 98221-4835 Phone: (360) 303-0504 Phone: (360) 303-0504 • License#: LAMBEC*912LP General Information: Fees: Occupancy Group it-1 Plan Review Deposit 100,00 Use Zone R-4 Building Permit Fee 1,458,55 Lot Area 6000 Plan Review Fee 848.06 1 at Floor Square Footage 784 Mechanical Permit Fees 84.45 2nd Floor Square Footage 768 Plumbing Permit Fee 125.00 Building Valuation 182500 State Building Code Fee 4.50 #of Heat Pumps 1 Sewer Inspection Fee 50.00 #of Bathtubs 1 Storm Drain GFC-Residential 1,408.06 #of Clothes Dryers 1 Sewer GFC-Residential 7,851.00 #of Clothes Washers 1 Park Impact Fee 615.00 #of Dishwashers 1 Traffic Impact Fee 900.00 #of Water Piping 1 Total Calculated: 13,444.62 #of Hose Bibbs 2 Deposits/Receipts: 100.00 #of Kitchen Sinks 1 #of Lavatories 3 Total Due: 13,344.62 #of Range Hoods 1 . #of Showers 1 ., .,a Tr .� r1 #of Ventilation Fans 4 ,.;.2 1° }� `'.! `• #of Water heaters 1 7 T` z - •' Cr, '-J #of Water Closets 3 > r ,s. . 11 .: y --1- I:, —i 1 ,., =ti q 11 • 7 1 7. :R i -i ur THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR .IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. W.I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISCbI $ OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT,-?rHE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE.Oft LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. :a ;,1 , 11 if ,i 44 1 M i_ti SIGNATURE 0 OWNER ORAUTHORIZED AGENT ISSUED BY C� ..Y. Q . City of Anacortes Permit#: BLD-2014-0015 r 904 6th Street Issue date: P.O.Box 547 Expire date: 07/22/2015 1 Ua j Anacortes, WA 98221-0547 A1/4 � (360) 293-1901 Job Address: 1212 16TH ST Permit Type: Single Family Residence Permit ANACORTES WA 98221-2225 Project: APN: P55465 Remarks: New single family residence on a multifamily lot with two other dwellings. Owner: MICHAEL LAMBERT Contractor: LAMBERT CONSTRUCTION Address: 2812 WASHINGTON BLVD Address: 2812 WASHINGTON BLVD ANACORTES WA98221-4835 ANACORTES WA 98221-4835 Phone: (360) 303-0504 Phone: (360) 303-0504 License#: LAMBEC*912LP General Information: Fees: Building Valuation 182500 Plan Review Deposit 100.00 • Building Permit Fee 1,458.55 Plan Review Fee 848.06 State Building Code Fee 4.50 Sewer Inspection Fee 50.00 Storm Drain GFC-Residential 1,301.00 Sewer GFC-Residential 7,851.00 Park Impact Fee 615.00 tJ ', Traffic Impact Fee 900.00 ri Total Calculated: 13,128.11 Deposits/Receipts: 0.00 1 ,d..� n Total Due: 13,128.11 'pity Anacortes I F i I Iarioe '402402-1 01/24/2014 BR1 T104 ri Jan24,2014 02:19PM Trans#4-4 game: LAMBERT MICHAEL ddr: 1212 16TH ST ANACORTES,WA 98<' $100,00 8000 - Permit Fees Customer #; 006886 Permit #: BLD-2014-0015 ITEM(S): TOTAL: $100.00 THIS I Ash PAID $10O.00 ISTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONS' DOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREI Ask US about Autopay. -ICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LA IRK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRAN ORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW RE(iULAI!NU uoiN r'u OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY ANACORTES PUBLIC WORKS DEPARTMENT Vg °*, Steven Lange, Project Manager P.O.BOX 547,ANACORTES,WA 98221 PH(360)293-1920 Tr E-MAIL;stevel@cityofanacortes.org PAX(360)293-1938 e'o3 Memo Date: March 13,2014 To: Paul Ingalls From: Steven Lange Subject: 12/21661 Street Required Improvements cc: Don Measamer, Eric Shjarback, Jim Baldwin The Engineering Department has reviewed the documents submitted with the Building Permit (BLD-2014-0015) and provide the following comments and recommendations. Water: This property is serviced from a 6-inch Ductile Iron water line located in 16th Street. • It appears that there is only one meter service for the two existing residents. It is requested that a second meter be purchased and installed to accommodate the existing second residents. • The proposed residential unit#3 is required to install a water meter. This will be installed when a water meter service is paid for with the Building Department. Fire Coverage: This property has fire coverage from a hydrant located at the SE corner of 16th Street and N Avenue. Sewer: la This property is serviced by an existing 8-inch PVC Sanitary Sewer. • City records indicate that the property is serviced by an existing side sewer stub, which it appears may be utilized by the existing resident#1. ▪ The proposed residential unit#3, based on property As-built information can connect to the 6-inch PVC side service stub that was installed during the construction of existing residents#2. Storm: This property can be accessed by an existing 15-inch Concrete Storm line in 16th Street. Water a Wastewater Q Streets m Storm Drainage a Engineering a Solid Waste Transportation a Equipment 0 Capital Projects 0 Development Services • 4' vN Erosion Control: a Per the Anacortes Municipal Code 13.36, this project is required to complete and submit a Small Parcel Storm Water Plan, see attached. Street: a Per the Anacortes Municipal Code 15.20.040, sidewalks are required to be installed across the frontage of the property. a Due to topographic constraints, the sidewalk shall be installed adjacent to the back of the curb (Anacortes Municipal Code 16.32.020). a Sidewalk width in an R4 zone is 6-feet. (Anacortes Municipal Code 16.32.020). a The Driveway approaches for existing resident#2 and the proposed resident#3, shall be a Type 1 type approach. See the WSDOT Standard Detail, F-80.10-02 Cement Concrete Driveway Entrance, Type 1. e Maximum width of the driveway at the street is 20-feet. (2011 EDS Standards, Chapter 3, Section STR-28—Access), a Minimum distance between driveways is 30-feet. (2011 EDS Standards, Chapter 3, Section STR-28—Access). a Frontage improvements shall be constructed to meet WSDOT, City of Anacortes and ADA requirements. Garbage: © Will be serviced of the alley way behind this property. Other: a See attached WSDOT Standard Detail, F-30.10-02 Cement Concrete Sidewalk. • See attached WSDOT Standard Detail, F-80.10-02 Cement Concrete Driveway Entrance, Type 1. a All work within the Public Right-of-Way requires a Right-of-Way Permit. See attached, Thanks, 6_,eys",/_ Steven Lange A • 1"1, 0 Water 0 Wastewater m Streets 0 Storm Drainage @ Engineering ® Solid Waste ® Transportation 0 Equipment 0 Capital Projects ® Development Services Diamond, David From: Ingalls, Paul Sent: Friday, April 21, 2017 10:48 AM To: Diamond, David Subject: FW: Frontage Improvement Requirements for 1212 16th Street Attachments: 03-13-14 Ltr Impr Req 1212 16th.pdf FYI Paul Ingalls Plans Examiner City of Anacortes (360)293-1908 From: Lange, Steve Sent: Wednesday,April 19, 2017 4:05 PM To: 'michaellambert911@gmail.com' <michaellambert911@gmail.com> Cc: Hohmann, Tim <timh@cityofanacortes.org>; 'justin.gunderson@wrsweb.com' <justin.gunderson@wrsweb.com>; Measamer, Don <don@cityofanacortes.org>; Ingalls, Paul <pauli@cityofanacortes.org>; Shjarback, Eric <e ri cs @ cityofa n a co rtes.o rg> Subject: Frontage Improvement Requirements for 1212 16th Street Michael, Attached is the letter provided to you in 2014 regarding the frontage improvements for 1212 16th Street. The site visit today revealed that the existing driveway does not meet the required ADA required slopes for sidewalks. Due to topographic constraints, it is recommended to construct the sidewalk adjacent to the back of the curb. The R4 Zone requires a 6-foot sidewalk. During the site visit today, a 5-foot sidewalk was referenced.That information is incorrect. Thank you for your attention to this. Steven Lange Project Manager 1 ANACORTES PUBLIC, WORKS DEPARTMENT • tIY `' Steven Lange, Project Manager P.O.BOX 547,ANACORTES,WA 98221 PH(36Q)293-1920' lga" Q E-MAIL:stevel@dtyofanacortes.org FAX(360)293-1938 q'crovrMemo Date: March 13,2014 To: Paul Ingalls Prom:Steven Lange Subject: 1121216th Street Required improvements cc: Don Measamer, Eric Shjarback, Jim Baldwin The Engineering Department has reviewed the documents submitted with the Building Permit (BLD-2014-O015) and.provide the following comments and recommendations. Water: • This property is serviced from a 6-inch Ductile Iron water line located in 16r' Street. • It appears that there is only one meter service for the two existing residents. It is requested that a second meter be purchased and installed to accommodate the existing second residents, ▪ The proposed residential unit*3 is required to install a water meter. This will be installed.when a water meter service is paid for with the Building Department, • • Fire Coverage: • This property has fire coverage from a hydrant located at the SE corner of 16th Street and N Avenue. Sewer: it This.property is serviced by an existing 8-indh PVC Sanitary Sewer_ w City records indicate that the property is serviced by an existing side sewer stub, which it appears may be•utilized'by the existing resident#1, r The proposed residential unit.#3, based on property As-built information can connect to the 6-inch-PVC side service stub that was installed during the construction of existing residents#2. .Storm: • ▪ This property can be accessed by an existing 15-inch Concrete Storm line in 16't • • Street. ��II f Water * Wastewater * Streets •* Storm Drainage �+ Engineering * Solid Waste * Transportation'-Equipment Capital-Projects Cevetaprnent.Services qW p ` Erosion Control: • Per the Anacortes Municipal Code 13.36, this project is required to complete and submit a Small Parcel Storm Water Plan, see attached. Street: Per the Anacortes Municipal Code 15.20.040, sidewalks are required to be installed.across the frontage of the property. • Due to topographic constraints, the sidewalk shall be installed adjacent to the back of the curb (Ana.cortes Municipal Code 16,32.020). Sidewalk width in an R4 zone is 6-feet, (Anacortes.Municipal Code 16.32.020). ▪ The Driveway approaches for existing resident#2 and the proposed resident 43, shall be a Type 1 type,approach. See the WSDOT Standard Detail, F-80,10-02 Cement Concrete Driveway Entrance, Type 1. • Maximum width of the driveway at the street is 20feet. (.-2011 EDS.-Standards, Chapter 3, Section STR-28 —Access). Minimum distance between driveways is 30-feet. (2011 EDS Standards, Chapter_ 3, Section STR-28—Access), • Frontage improvements shall be constructed to meet WSDOT, City of Anacortes and ADA requirements. Garbage: • ▪ Will.be serviced of the alley way behind this property. • Other: u See attached WSDOT Standard Detail, F-30.10-02 Cement Concrete Sidewalk. u See attached.WSDOT Standard Detail, F-80.10-02 Cement Concrete Driveway Entrance, Type 1. • All work within the Public Right-of-Way requires a Right-of-Way Permit. See attached. Thanks, t7 Steven Lange • Water 0 Wastewater G Streets 0 Storm Drainage * Engineering * Solid waste x 0 Transportation a Equipmerit * 'Capital Projects 0 Development Services Ingalls, Paul From: Lange, Steve Sent: Wednesday, April 19, 2017 4:05 PM To: 'michaellambert911 @gmail.com' Cc: Hohmann, Tim; 'justin gunderson@wrsweb.com'; Measamer, Don, Ingalls, Paul; Shjarback, Eric Subject: Frontage Improvement Requirements for 1212 16th Street Attachments: 03-13-14 Ltr Impr Req 1212 16th.pdf Michael, Attached is the letter provided to you in 2014 regarding the frontage improvements for 1212 16th Street. The site visit today revealed that the existing driveway does not meet the required ADA required slopes for sidewalks. Due to topographic constraints, it is recommended to construct the sidewalk adjacent to the back of the curb. The R4 Zone requires a 6-foot sidewalk. During the site visit today, a 5-foot sidewalk was referenced.That information is incorrect. Thank you for your attention to this. Steven Lange Project Manager 1 Michael Lambert Lambert Construction City of Anacortes Building Dept. Attn:Paul Ingalls Re: Landscaping Letter Dear Paul, The landscape design for the micro-residence at 1212 16th Street is as follows: the perimeter of the house will be bark with sporatic greenery including ferns and boxwoods. There will also be drain rock on the West side of sidewalk in a wavy pattern, up against the bark. This will continue out to the edge of the property/fence line. Completion from 11/30 till one week from today, or before. There will also be some potted plants placed throughout. Thank you, Michael Lambert Lambert Construct' n Page 1 of 1 Ingalls, Paul From: Lange, Steve Sent: Thursday, April 26, 2012 9:22 AM To: Ingalls, Paul Cc: Measamer, Don; Shjarback, Eric Subject: RE: Frontage improvements for 1212 16th Paul, This project is required to install 5-foot sidewalks along the frontage of the property. As an option in-lieu of, since there are no sidewalks within that block, they can install an ADA compliant sidewalk ramp at the intersection to the east. The City of Anacortes Operations Crew do pretty good installing sidewalks, of which can be done at a later date, but are getting away from installing ramps. If they like this option, I will be more than willing to work with them on the design. Otherwise, they can install sidewalk. Thanks, Steven Lange, Project Manager O. 360.299.1983 I C: 360.661.3468 I F: 360.293.1938 Steve I@ c ity ofa n a co rte s.o m City of Anacortes Public Works Engineering.Department 904 6th Street I P.O. Box 547 Anacortes, WA 98221 www.atyofanacortes.oru From: Ingalls, Paul Sent: Wednesday, April 25, 2012 2:06 PM To: Lange, Steve Cc: Measamer, Don Subject: Frontage improvements for 1212 16th Steve, We have approved the building plan and are moving ahead on issuing the building permit for the new building at 1212 16th Street. We plan to issue it Monday April 30. Please address frontage improvement requirements (if any) so we can inform the applicant. Paul Ingalls Building Inspector City of Anacortes 360-293-1901 4/26/2012 Fyrrce, Groc From: Measamer, Don Sent: Thursday, April 20, 2017 9:24 AM To: Fyrrce, Groc Subject: FW: Frontage Improvement Requirements for 1212 16th Street Attachments: 03-13-14 Ltr Impr Req 1212 16th.pdf Groc, Please add to the file, Thanks Don Measamer, Director I Planning, Community & Economic Development Department P.O. Box 547 1904 6th Street I Anacortes, WA 98221 360.299.1942 (work) don@cityofanacortes.org From: Lange, Steve Sent: Wednesday, April 19, 2017 4:05 PM To: "michaellambert911@gmail.com' <michaellambert911@gmail.com> Cc: Hohmann,Tim <timh@cityofanacortes.org>; 'justin.gunderson@wrsweb.com' <justin.gunderson@wrsweb.com>; Measamer, Don <don@cityofanacortes.org>; Ingalls, Paul <pauli@cityofanacortes.org>; Shjarback, Eric <erics@cityofanacortes.org> Subject: Frontage Improvement Requirements for 1212 16th Street Michael, Attached is the letter provided to you in 2014 regarding the frontage improvements for 1212 16th Street.The site visit today revealed that the existing driveway does not meet the required ADA required slopes for sidewalks. Due to topographic constraints, it is recommended to construct the sidewalk adjacent to the back of the curb. The R4 Zone requires a 6-foot sidewalk. During the site visit today, a 5-foot sidewalk was referenced.That information is incorrect. Thank you for your attention to this. Steven Lange Project Manager • ANACORTES PUBLIC WORKS DEPARTMENT • • .` Steven Lange, Project Manager :4t PO: BOX 547,ANACORTES,WA 98221 PH 390 293-1920 ��i E-MAIL:atevel@cityofanacortes.org FAX(360)293-1938 G Memo Date: March 13, 2014 • To: Paul Ingalls From:Steven Lange Subject: 1212 16-Th Street Required Improvements cc: Don Measamer, Eric S•hjarback, Jim Baldwin The Engineering Department has reviewed the documents submitted with the Building Permit.(BLD-2014-0015) and provide the following comments arid recbniirlendations. ater: This property is•serviced from a 6-inch Ductile Iron water[ine located in 16Th • Street • • It appears that there is only one meter service for the two existing residents. It is requested that a second meter be purchased and installed to accommodate the existing second residents. • The proposed residential unit#3 is required to install a water meter. This will be .installed when a water meter service is paid for with the Building Department. Fire Coverage: ▪ This property has fire coverage from a hydrant located at the SE corner of 16t" Street and N Avenue. Sewer: This property is:serviced by an existing 8-inch PVC Sanitary Sewer. • City records indicate that the property is serviced by an existing side sewer stub, • which it appears may be utilized by the existing resident#1. ir The proposed residential unit#3, based on property As-built it formatian can connect to the 6-inch PVC side service stub that was installed during the construction of existing residents#2. • Storm: • This property can b.e accessed by an existing 15-inch Concrete Storm line in 16Th Street. Water * Wastewater Streets Storm drainage • Engineering * Solid Waste a r Transportation 5'Equipment 0 Capital Projects 5' development Services p, Erosion Control: ▪ Per the Anacortes MuniCipal Cede 13.36,this Project is required:to complete and submit a Small Parcel Storm Water Plan, see attached. Street: u Per the Anacortes MuniCipal Code 15.20.040, sidewalks are required to be installed across the frontage of the property. • Due to topographic constraints; the sidewalk shall be installed adjacent to the hack of the curb-(Anacortes Municipal Code 1632.020). Sidewalk width in an R4 zone is 64eet. (AnaCortes lViOnicipal Code 16,32,020). IA The Driveway approaChes for eXisting resident#2 and the proposed resident#3, shall be a Type 1 type approach. See the WSDOT Standard Detail, F-80,10-02 Cement Concrete Driveway Entrance, Type 1, u Maximum width of the driveway at the street is 2:04eet..(2011 EDS.Standards, Chapter 3,Section STR28-Access). • MiniMilITI distance between driveways is 30-feet. (2011 EDS Standards,Chapter 3, Section STR-28-Access). • Frontage irnprovementh shall be constructed to meet WSDOT,City Of Anacortes and ADA*luiirements. Garbage: ▪ VVill toe serviced of the alley way behind this property: Other.: • • See attached WSDOT Stalidard Detail, F-30.1 IIP02 Cement Concrete Sidewalk, u See attached WSDOT Standard Detail, F-80.1O-02 Cement Concrete Driveway Entrance; Type 1. d All work within the Pubilc-Right-of-Way requires a Right-of-Way Permit. See attached. Thanks, Steven Lange • wAter Wastewater • Streets Storm Drainage * Engineering • So iki Wade Transportetien•Equipment • Capital Pr'ojects :f* Development Seriiices S � r October 26, 2016 Paul Ingalls Plans Examiner '+ City of Anacortes Building Department 360-293-1901 RE: 1212 16th Street,Lambert Project Hi Paul, This addendum letter is to inform you of an update to the floor joist system to the residence. The plans originally called for manuf 1-joists. Per owner request, the joists have been revised to 2x12 d.f. #2's. I have attached structural calculations indicating that the spans and loads work. Should the owner choose,the upper floor system may also be revised to 2x12 d.f. #2's. However,the long span area over the kitchen of 17' will need to be double floor joists sistered together with 8d at 6" o.c., staggered top and bottom— 1. lh" clear from both. Also,the floor joists located adjacent to the crawl space access have been modified and blocked to provide additional headroom at the entry of the crawl space opening. The joists have been modified, shortened, and hang off the adjacent joists. The adjacent joists will be doubled. Please let me know if you have any questions, comments, or concerns, Thank you, C/1_2 \I Jeremy McNett,Assoc. AlA 1 L Gravity Analysis Job: Lambert Site: 1212 16th Street Anacortes,WA 98221 Associate Architect: Emerald City Drafting& Design Jeremy McNett,Assoc.ALA 5512 Doon Way Anacortes,WA 98221 Date: 6-Dec-16 Basis of Design Code 12015 fRC and IBC Structural Concrete: Steel A.S.T.M A36 fc= 3000.00 psi Fy= 36.00 ksi Fy= • 40.00 ksi Fb= 24.00 ksi Dead Load = 1.40 ksi E= 29 x 10^6 psi Live.Load= 1.70 ksi flexure= 0.90 Foundation Soil Type= soft clay, silt axial tension = 0.90 Allowable Soil Bearing = 1500,00 psf axial compression= 0.70 Fasteners Metal Framing anchors, clips, angles,straps, hangers, etc. - shear= 0.85 Use"Simpson Strong Tie"or Equal. Nails- Use common type. Bolts- A.S.T.M.A3O7 Lumber Properties beam • width _.weight ,1 fb (single) Fit. E.x.10^6... fc(perp) fc(parallel) ] . grade 2x DF-L#1 • . 1.50 32.0 1000 180 1.70 625 1500 #1 2X-DF-L #2 1.50 32.0 900 180 1.60 625 1350 #2 (2)2x DF-L.#1. 3.00 32.0 1000 180 1.70 625 1500 #1 (2)2x DF=L:#2 • 3.00 32.0 900 180 1.60 625 1350 #2 4x::DF-L #ss _ • - 3.50 32.0 1500 180 1.90 625 1700 S5 4x DF-L-#1 3.50 32.0 1000 180 1.70 625 1500 #1 4x:DF-L .#2 .. 3.50 32.0 900 180 1.60 625 1350 #2 6x0E-L•#ss 5.50 32.0 1500 170 1.60 625 1150 SS 6x DF-L #1 ... ! 5.50 32.0 1200 170 1.60 625 1000 #1 6x.DF-L #2•, 5.50 32.0 750 170 1.30 625 700 #2 3.5"BC GLB 24f - _ 3.50 36.4 2400 265 1.80 1100 1650 24f-V4 5.5"BC GLB24f 5.50 36.4 2400 265 1.80 1100 1650 24f-V4 3.125'6C.GLB.24f 3.13 36,4 2400 265 1.80 1100 1650 24f-V4 5.125:BC'GLB•24f` 5.13 36.4 2400 265 1.80 1100 1650 24f-V4 6.75"BC GtB 24f.- 6.75 36.4 2400 265 1.80 1100 1650 24f-V4 1.75".Versa=tarn 2.0-- 1.75 37.0 2800 285 2.00 750 3000 2.0 2800 15'.':Versa..lam 2.0 3.50 37.0 3100 285 2.00 750 3000 2.0 3100 525"Versa-lam'2.0- 5.25 37.0 - 3100 285 2.00 750 3000 2.0 3100 7".Versa-lam-2.0'. ..- ' 7.00 37.0 3100 285 2.00 750 3000 2.0 3101 Basis of design Unit Weights FLOOR LOADS lower floor psf rfnnrrr floor psf deck psf top finish 4.0 04 2.0 noose 0.0 substrate(top) none 0.0 I" nenc 0.0 no-"e 0,0 substrate 314.E osb 2.5 3?4"osb 2.5 no90 0.0 (bottom) insulation R00 taa.l- floor joistFx' 0.4 R21• w d 0.2 none. 0.0 16'oc framing 2x12 3.5 2:x12 3.5 none 0.0 bottom finish none 0,0 "g,w.M.: 2.8 none 0.0 pipes/misc pipes . 1.0 I pipes 1.0 none 0.0 _ total 11.4 total 12,0 total 0.0 ROOF LOADS flat roof psf sloped roof psf roof deck psf top finish ncnn 0.0 r7rt71 1.8 sulrE 0,0 membraine riaile 0.0 ' feet, 1.0 none 0.0 insulation abov na,ae 0.0 (-Ana 0.0 none 0.0 plywood sheathing n;-4. 0.0 `;8'oso 2.1 :•ono 0.0 ceiling structure none 0.0 truss 2.2 none 0.0 4 R9 batt- insulation nor,e f 0.0 ilin 0.6 "ore 0.0 bottom finish none 0,0 5/8"g.w.b, 2.8 r:nne 0.0 drop ceiling none 0.0 none 0,0 none 0.0 pipes 1 mist none 0.0 pipes. 1.0 none 0.0 total 0.0 total 11.5 total 0.0 WALL LOADS Interior Wall psf Ex crier Wall psf outer finish 'I,'2" g.xr;b.' "` 2.2 hardfb sldfng 2.8 rigid insulation _ndt16 . 0.0 n�,: a 0.0 fire layer . rti _}'emsA 0.0 ..;...;.xsai 0,0 substrate none 0.0 7116"osb' 1.6 16'oc framing 2x4 1.1 2x6 1.7 R21 oaFt-2 1 insulation R15 sound 0.1 wal�si 0.3 interior finish 112"g.sr4,h. 2.2 '1.2 r_i.."i.b. 2.2 total 5.6 + total 8:6 Basis of design SIMPLE BEAM',-=Ll fott 1.[_dad_ Job Lambert Beam number: Floor Joists.xlsm Species/beam type" 2X.DF-L #2 Level: first floor : span 1 16.00 feet location or line: floor • repetitive no. Type: rim joist Fb load modifier 7 day duration Use: Floor - 1"deflection in 360.00'inches 6-Dec-16 group area type load plf design properties Live Loads - Beam Width b: 1.50 inch LL floor 1.5 sf residential -, 40.0 = 60 weight per foot: 32.00 lbs LL attic 0.0 sf ordinary 10.0 = 0 subtotal: 60 Fv: 180.00 LL roof 0.0 sf 4 to 12:12 16.0 = 0 E: 1.60 x1"0^6 subtotal: 0 Dead Loads fc(perpend.): 625.00 lower floor 1.5 sf 11.4 = 17 fc(post): 1350.00 upper floor 0.0 sf 12.0 = 0 deck 0,0 sf 0.0 = 0 Fb: 900.00 flat roof 0.0 sf 0.0 = 0 load modifier(CD): 1.25 sloped roof 0.0 sf 11.5 = 0 repetitive factor(rf): 1.00 roof deck 0.0 sf 0.0 = 0 Fb: modified: 1,125 Interior Wall 0.0 sf 5.6 = 0 Exterior Wall 0.0 sf 8.6 = 0 design deflection A: 0.53 . inch Beam 1.0 @ 3.8 = 4 subtotal: 21 snow loads _ - deck 0.0 sf .'5.0 = 0 flat roof 0.0 sf 5.0 = 0 sloped roof 0.0 sf 5.0 = 0 roof deck 0.0 sf . 5.0 = 0 subtotal: 0 total LLR= roof live load 0 total LL= live load 60 total DL= dead load 21 total S= snow load 0 Floor DL+LL 81 Combinations= n/a ilia - Governing(W)= (largest combination) 81 reaction V= R= zt = 647 # • uniform w=, 81 .pfl. ARa AR 647 647.. . Lite = 2X-DF7t 42 ;x 11;25 0.12 bd ft 60 _beam# 12/6/2016 Prepared by Mike Underwood, NA Page 1 SIMPLE BEAM -Uni arm Load(cent) Job Lambert Beam number: Floor Joists.xlsm beam height d = 11.25 inches • Bending. moment M = ' 12 *12 31,035 inch# 8 section modulus S= bd^z 31.6 in"3 factor of safety 6 check bending Fb= s 981 < 1125 (design Fb) _ PASS 1.1 Shear. . 3V (. i. horizontal shear Fv= 2bd 57 < 180 (design Fv) ,. PASS J 3.1 Deflection J moment of inertia I = bd"3 178.0 inA4 12 deflection D= s *w(t 4) 0.42 inch < 0.53 (design a) PASS 1.3 384 E*! _.J . ._Posts and-Connections . . load + add + add = total axial load reaction-Ra= 647 + 0 + 0 = 647 lbs post a reaction-Rb= 647 + 0 + 0 = 647 lbs post b post Ra post Rb unsupported l= 7.0 ft 8.0 ft post material = (2)2x DF-L #2:. . 4x.17P-L #2 fc(post)= 1350 fc(post): 1350 post depth= 3.00 inches 3.50 inches post width = 5.50 . inches 3.50 inches Grit.dim. = 3.00 inches 3.50 inches l/d = 28.0 < 50.0 ` PASS 27.4 < 50.0 PASS cross sec. req.= 0.7 in"2 0.7 inA2 Post area= 16.5 in"2> 0.7 PASS 12.3 in"2> 0.7 PASS Post Cap= Post Base= • • • 12/6/2016 Prepared by Mike Underwood, AIA Page 2 SIMPLE'BEAM`-'Uniform Load(Cont.) - Job Lambert Beam number: Floor Joists.xlsm footing • soil bearing = 1500 psf from basis of design req'd=section 1 soil Ra= 647 # Rb= 647 0.4 ft"2 0.4 ftA2 min. =I 7.9 I in-sq min.=J 7.9 I in-sq Use: Post and Footing"Ra" P= 647 3.00 x 5.50 (2)2x DF-L #2 past 7.00 in-thk (2)#4's e.w. 18,00 in-sq Use: Post and Footing"Rb" P= 647 # 3.50 x 3.50 4x DF-L #2 post 7.00 in-thk (2)#4's e.w. 18.00 in-sq 12/6/2016 Prepared by Mike Underwood, AIA Page 3 • • ITy OF ANACORTES "AS-BC ILT" l Sewck . N TRACTOR: :�J�A-g ti-r_## JIG• •• `LAT(DIVISION; j e la a e. 1 . 4 4 �8` BLOCK AT ADDRESS: /2 /2 , /4. ' 0'74, )ATB: T SCALD • • • -� ! -- e r � f r - - i' i r•` � 1, 1,; ' I _ GI CAVE STREET(s)ON GRti)'MAY: . . "AS- l;:cr MT OF ANA COB. .S� "AS-BUILT" 0 Stoma ►TTRAC FORt � � . , /1 , 'LAT/DIVISION; �'�r'.0-4 / 0,i'Y) ,C_l 'K 7L . BLOCK )ATB: // /2 2 / / R1 ,ii. . , SCALE y 111111111.1. gi t r _ 11111 inn , . ii. , , . „ , .. ,. _ . Eillimill .,: .,.::1 lassionintion 11 illilliiiiiiiiippuIIIIuIIuIIIII , . ...,......, , , . . sysiminisiminormat . :itang immw,m7:: : ,•-: :-r,.-.:si'i .'.: i:- .. smowignomi :"III inimmit. . .::', -T3 "a m , . ri 1, trt .7.:_,:_ S'1111111111111111 -''i t J'. 111 141111.11111111111111 '1•: - .': . ';- '=:•.i. • . ., ,::1111111111111111111111101111111111: ,.,••::11 : 17,4: , - Imillillit ,L,::,- : l ''' , - ::' mmusumippmuniii . ..::..,,pil ... . ,::: "pm „, , , . :,4 - ':'''' ft.'• L It'll . '''. 11 ...'.;;'''' ..- . '."' ''.-:" : ::' . .Ela I - ' - .:. a 4TE.S ET s)O : I'{Y i IN .7.8 \ I I i.__T 1 la INV.8.3 4 ] #122 T)in 1519 _ 1516�'n z o - s - 'o " 121E 121 1210 20 - _ , _ Iui ii2- -Er C - { 1 ,1_�� � NC. - S 16TH'11‘.-----5,:i5‘,:fi_7 a, T . 12{ ---iirr+ I L ►ay. , `f i O 11 i 1-1 109-120 L1 t r " -I 1 ANACORTES PUBLIC WORKS DEPARTMENT -14tSteven Lange, Project Manager -'t4 P.O. BOX 547,ANACORTES,WA 98221 PH(360)293-1920 } t1fv E-MAIL:stevel@cityofanacortes.org FAX(360)293-1938 I C10126 Memo Date: March 13,2014 To: Paul Ingalls From: Steven Lange Subject: 1212 16th Street Required Improvements cc: Don Measamer, Eric Shjarback, Jim Baldwin The Engineering Department has reviewed the documents submitted with the Building Permit (BLD-2014-0015) and provide the following comments and recommendations. Water: • This property is serviced from a 6-inch Ductile Iron water line located in 16th Street. • It appears that there is only one meter service for the two existing residents. It is requested that a second meter be purchased and installed to accommodate the existing second residents. • The proposed residential unit#3 is required to install a water meter. This will be installed when a water meter service is paid for with the Building Department. Fire Coverage: • This property has fire coverage from a hydrant located at the SE corner of 16th Street and N Avenue. Sewer: • This property is serviced by an existing 8-inch PVC Sanitary Sewer. • City records indicate that the property is serviced by an existing side sewer stub, which it appears may be utilized by the existing resident #1. • The proposed residential unit#3, based on property As-built information can connect to the 6-inch PVC side service stub that was installed during the construction of existing residents#2. Storm: • This property can be accessed by an existing 15-inch Concrete Storm line in 16th Street. 0`dap dp • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste • Transportation•Equipment • Capital Projects • Development Services 4`W A. Erosion Control: ■ Per the Anacortes Municipal Code 13.36, this project is required to complete and submit a Small Parcel Storm Water Plan, see attached. Street: • Per the Anacortes Municipal Code 15.20.040, sidewalks are required to be installed across the frontage of the property. • Due to topographic constraints, the sidewalk shall be installed adjacent to the back of the curb (Anacortes Municipal Code 16.32.020). ■ Sidewalk width in an R4 zone is 6-feet. (Anacortes Municipal Code 16.32.020). ■ The Driveway approaches for existing resident#2 and the proposed resident#3, shall be a Type 1 type approach. See the WSDOT Standard Detail, F-80.10-02 Cement Concrete Driveway Entrance, Type 1. • Maximum width of the driveway at the street is 20-feet. (2011 EDS Standards, Chapter 3, Section STR-28 —Access). • Minimum distance between driveways is 30-feet. (2011 EDS Standards, Chapter 3, Section STR-28 —Access). • Frontage improvements shall be constructed to meet WSDOT, City of Anacortes and ADA requirements. Garbage: ■ Will be serviced of the alley way behind this property. Other: ■ See attached WSDOT Standard Detail, F-30.10-02 Cement Concrete Sidewalk. ■ See attached WSDOT Standard Detail, F-80.10-02 Cement Concrete Driveway Entrance, Type 1. ■ All work within the Public Right-of-Way requires a Right-of-Way Permit. See attached. Thanks, 6_,envm:fL • Steven Lange • .tom �o d IK • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste • Transportation •Equipment • Capital Projects • Development Services �w Page 1 of 1 Ingalls, Paul From: Michael Lambert[michaellambert911@gmail.com] Sent: Thursday, February 06, 2014 6:16 PM To: Ingalls, Paul Subject: Re: Review Hi Paul, Yes there is already a curb cut on the property. The second off street parking is the driveway I will make the driveway wide enough for possibly 2 cars wide, some what similar to the house I build next door. As far as the rest of the questions I will forward it the my architect. I will get back to you with the requests ASAP thanks. Sent from my iPhone On Feb 6,2014, at 4:56 PM, "Ingalls, Paul" <pauli@cityofanacortes.org>wrote: Michael, I have completed the plan review for the home at 1212 16th Street, and I have a couple of issues to be addressed before approval. 1. Is there an existing curb cut on 16th Street to serve this residence? 2. Where is the second required off street parking space (the garage is one)? 3. Wall line B on Sheet A3.2 Lateral plan does not meet the requirements of IRC Section R602.10.2.2.1. What serves as the east end braced wall panel? 4. "A Portal Frame With Holdowns" (PFH) is called for at the sides of the garage opening. The "Continuous Portal Frame"detail on the Lateral Plan is not referred to on the plan and should be replaced with the Portal Frame With Holdowns detail from the 1RC. Paul Ingalls Building Inspector City of Anacortes (360)293-1901 Incoming and outgoing ernails with the City of Anacortes may be subject to public disclosure and/or records retention requirements. 2/7/2014 A )( 0 1)4` N) ,,,c_ii,,,, ,N,, ,,, L b--., ,5 t....._21 72 ____, _ ., _ . ' 1 _ . . _ _ . . ._ I ii . . ._ .. _ ., = .L„: . . . _ , ..- „ _ .. - ,i , , . _ . .:. . . r .___.../ .. -* 1.41 Pcs -rA•k17 94? Rte t,4 li — '-to ,r2,4, 3 r I h 1 -* EDS 5t5 I .. l - -. ' tee'4 � I''. 1I /101 [íO (13 I -1- , ' Z14 ! 121C I 1 I, 1 12 , . ' k , I I I 1 i h __ \...,...., 1 1 1A 1 � 1 17 1 i j 1 U 7 I► I Li -- - 1 y1 i„w tit . 10,, U,.... 16TH ST. . 0 ,,,, , oe,,i,„,„ „:_,..,,,,,,, , 1 ' � ��' J 1�-_� t�`�. cry rx�S �� FACE OF CURB VARIES 12"TO 24'` S FACE OF CURB FACE OF CURB , _ FADE OF CURS , VARIES a 1t2" , /{ 61f2" VARIES FROM S"UN)TO 0"ON,1^ 10'TO 22" 1" MAINTAIN 1I 116V SLOPE t —1' (BEE CON RAC't) t•(TN)R. a ix 1' VARIES _11 UN) ON SFD6OP CURB 1k /r 1"(IN)R _ MATCH ROADWAY 17 MATCH ROADWAY \ R. f MATCH ROADWAY 7 R. MATCH ROADWAY • SLOPE SLOPE \\ /r SLOPE SLOPE 1!3^(IN)R. 1/2-{IN)R a• m J /UT(IN)R. . a Io/ 1R'(IN) ROADWAY 11R"OM 1tOPD1A{4Y iL ROADWAY �� > .' v. 11 \ROADWAY `.1 / R. 0, ''2.DS6�p R. .a - a � I wP .`p \ e ` w, _ > - •,e-.• a' FLUSH Wmt GUTTER PAN AT CURB 'I I ``l- t.-g. UP RAMP DRIVEWAENTRANCY-ENTRANCE ER1lG4L I,. 11 ur 11-In' 1,-6. 4R' i DUAL-FACED CEMENT CONCRETE CEMENT CONCRETE DEPRESSED CURB SECTION ��Y' TRAFFIC CURB AND GLITTER TRAFFIC CURB AND GUTTER AT CURBRAMPSAND DRIVEWAY ENTRANCES 1R'UN)R. �1 1"(INE R. CEMENT CONCRETE NOTE CURB RAMP,LANDING,ASR VT CONCRETE OR t2"cm)R. On trRIVRWAY ASPHALT CONCRETE 1,,(EN) 1. See Standard Plan F-30.1 O fur Curb��nsiOn and SFDEY/ALK OR PATH VARIES FROM R. ENTRANCE Contraction Joint p ng and see Standard 8-(W)TO 0"(IN) S}1acHtca�an Sections 8-04 anti9-Od for , 6' i NMI. add 6on em ffiiiiillial FequlleslLs. sir(IN)PREMDLDED JOINT FILLER (44HE1 ADJACENT TO CEMENT as'UFO',REMOLDED CONCRETE SIDEWALK! JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURB AT CURE RAMPS,1ANDINGS, AND DRIVEWAY EMTRANOEB w p4 rd5g FACE OF CURB- FACE OF CURS FACE OF CURB ",O. � 9 �vAu:Es1z'mza°� r-FACE OF CURB y' 1 c A VARIES Y E TO -t" 617' 7114" rs7 .. (S£E CONTRACT) 61f1" !- 1 12MCI "(I[1)R. ; 14 'P--,ea... c1 a. t"{IN)R t7"(IN)R ire(IN)R 1"ON)R. in"(Ilv')R. A.P,. $T$A-.0 ROADWAY .ff1 ROADWAY I Sn ROADWAY ROADWAY �QAAL �' iVV 1 6� � r 17 / '! Bns,y.FJ T i--+...... "y .^_,/ M1,ay 6 eta 331 PAS • SCTEAMN"TDANDCOPNLACREN 74 OCU.1:it I 1 3/4' I j I .I 31q' 1 IS 1f4" ! S 114" I SHEET 1 OF 1$HFEl' I I /n� APPROVED FOR PUBLICATION s r.r,a7xs rnt DUAL-FACED CEMENT CEMENT CONCRETE MOUNTABLE CEMENT "WE �"O"M' CONCRETE TRAFFIC CURB TRAFFIC CURB CONCRETE TRAFFIC CURB ;war a scn,e,po q.n n1TK .y,m xcn - may -/ VARIES(SEE CONTRACT) `\, f/ Y f ['ROOMED (SEE NOTE 7) \\ VARIES(SEE CONTRACT)• NOTE 1} I FINISH(TYP.) GROOMED r , { CEMENT CONC.PEDESTRIAN CURE(T�'P.) 33/Er(IN)EXPANSION JOINT(TYP.)- FINISH(TYP.) DRIVEWAY £ (wl-ION SPECIFIED IN CONTRACT)- I SEE STANDARD PLAN F•3o•10 NE ENTRA C l� I SEE STANDARD PLAN F-lass LK 7 9VB"IN}EXPANSION JOINT \ , M ) 3-(IN)R. (TYP.)-SEE STANDARD CEMENT CONC.SIDEWALK 1 CEMENT CONCR� \' (Y� PLAN F-32.10 6SIDEWALK (TYP.) MATCH SIDEWALK va DTH ,p. , - .....„:,,.:), Fig.... . • (SEE CONTRACT) ..,, III } - MAI (SEE CONTRACT) ��� ` 11; IM ___.:4 P• J E._ an_ DRIVEWAY PLAN VIEW CEMENT CONCRETE + CEMENT CONCRETE CURB J 5-Cr -G TAPER(TYP.) TYPE 1 ©+ CURB AND GUI I sIs i AND GUTTER(SEE NOTE 3) _DRIVEWAY ENTRANCE (SEE NOTE 3) 5 NOTES (TYP) (TYP.) PLAN VIEW O• SIDE SLOPE(TYP.) tb'MAX.(SEE NOTE 6) VARIES 16'MAX.(SEE NOTE 6) t. Wnen the driveway width exceeds 15(B),construct a full depth TYPE 2 GRADE (TYP) (SEE CONTRACT) ((SEE Expansion joint with 3/8"(In)joint filler along the driveway centerllns. I!Y(IN)UP BETWEEN See Standard Plan F 6.10.Construct expansion Joints parallel ROADWAY GUTTER BREAK GRADE GRADE BREAK with the centerline a5 required at 15` fl1 maximum spacing when [AND CURB,OR SEE G ( (SEE CONTRACT] • (SEE CONTRACT) ;El BREAK ;NOT STEEPER THAN ** driveway widths exceed 3()'(ft). CONTRACT PLANS f ROAD GRADE _ 2. See Sfa ndard Plan F-36.1 f1 for sidewalk details. 11T(I N}R.ciTE.) S. Curb and Gutter shown;see the Contract Pawns for the * m j GUTTEDEPRESSED (EE NOTE 3 PEDESYRIAN RAMP PEDESTRIAN RAMP > • a curb design specified.See Standard Plan F-10.12 for - - - _ CEMENT CONCRETE m • Curb Details f •'•- --:- - SIDEWALK(TYP.) SECTION ( A ] NM EXPANSION JOINT(IYP.)- DRNEIHAY'J ) �/ SEE STANDARD PLAN P3p.1B 4. Avoid placing drainage structures,junction boxes (SEE NOTE 7) SIDEWALK pR[VE4lL4Y DAMP or other obstructions in front of driveway entrances. 316`IN)EXPANSION JOINT(TYP.)- I 1I2'(IN)OP BETWEEN SEE STANDARD PLAN F-30.10 r ROADWAY GLITTER 5. ', ere"GRADE BREAK"is called out,the entire length of the SECTION C Ik (SEE CONTRACT) (SEE CONTRACT) AND CURE(OR SE ',Mereline between the two adjacent surface planes shall be flush. 1/2"(IN)R /CONTRACT) / 6. The Pedestrian Ramp length is not required to exceedl5 feet LEGEND l gyn.) I a / DEPRESSED CURE (unless afhenwlse shown In the Contract Plans).When applying — SLOPE IN EITHER DIRECTION > ISEE cDtiTRyc>1 �E 04 {SERE NOTES the 15-foot max.length(measured from back of sidewalk)the 1,6q OR FLATTER RECOMMENDED FOR -r, `.•- _ f running slope of the pedestrian ramp is allowed to exceed 8.3%. f* DESIGN/FORMWORK(z?6'MX.) I - •'" -'_ Use a single constant slope from bottom of ramp to top of 7.5%OR FLATTER RECOMMENDED FOR c���T z L IIII -IV DRIVEWAY RAMP J } rampto match into the sidewalk over a horizontal distance 3ra'(IN)EXPANSION JOINT rITE.)- f of 15 feet ** (SEEDEsi N IPORMWOR7C{83%L7AX.) • OF WASg�,. l . DRIVEWAY (SEE NOTE S) ��-y4,y SEE STANDARD PLAN F-3p.ip IEEE NOTE 7l 7. Beyond limits shown-Pay item does not include driveway. �• 'cam 0 SECTION O See Contract Plans. m T"'CEMENCONCRETE DRIVEWAY ,,��:": I z ENTRANCETYPE 2"PAY LIMITS 7.V"'40' l c "CEMENT CONCRETE DRIVEWAY S 0 CONTRACTION JOINT(TYF.)-SEE STANDARD PLAN F-ap.ip ' 0A•.PF 2esBa.O C 5 E ENTRANCE TYPE 1'PAY LIMITS g �5 FOR RAMP LENGTHS GREATER THAN 8'-Cr PROVIDE d, or sT�& ♦'7 ' CONTRACTION JOINT EQUALLY SPACED 4'-IY MIN.OC. \..'ri1'rUNA). „.AO m Olen Scott y. • DRIVEWAY —� �� I4n26l644sFM (SEE NOTE 7) ' � DRIVEWAY a (SEE NOTE 7) C MENT CONCRETE . S. ' /� j� DRIVEWAY ENTRANCE CL A000 CONCRETE CL STANDARD CONCRETE �/ TYPES 1 ,�,3, F.4 { PER STANDARD SPEC&I}f:3 �'I PER 57ANDARDS REC.8-ps.3 STANDARD PLAN F-S0.90-Oe4 SHEETI OP2SHttlii / •/ APPROVED FOR PIJBLIGAT10N e.45,5.eet's' 4 1415sa1fl,lw ISOMETRIC VIEW 1SOMETRfC VIEW erAre ow.r>vruvEEa TYPE I-PAY LIMITS TYPE 2-PAY LIMITSig dnp cn Stoll,o.�N��oe�T w.Po„ � - • (3) STREET STANDARDS JULY 2011 1, Cold mix asphalt Is used as the temporary asphalt surface layer. 2. A Performance Bond is provided to the City of Anacortes that is the cost of repair(See AMC 12,08) x 150%. 3. The Contractor is responsible for ail maintenance and, repair during this period. STR-27 • CITY-OWNED UNDERGROUND CONDUIT AND VAULT REQUIREMENTS The contactor must obtain a Right-of-Way Permit to install underground conduit in the right-of-way. See AMC Chapter 12.08—Street Excavation Permit Requirement Install 18-30 inches deep within'and parallel to the right-of-way. 4-inch diameter solid wall polyvinyl chloride (PVC) pipe conduit conforming to ASTM D 3034 SDR 35. Installation under roads and high-traffic locations, i.e., parking lots, require Schedule 80 PVC pipe. Maximum 500 feet long conduit between junction boxes/vaults. Joints must conform to ASTM D 3212 using elastomeric gaskets conforming to ASTM F • 477. Conduit ends terminate at Type If junction boxes conforming to WSDOT Standard Plans J-1Ia. or other approved underground vault equivalent to 466-TA Splicing Vault (Utility • Vault Co. (800) 839-3500)with inside dimensions of 3'-5'W X 5'-51 X 5-1%/eD. The contractor must submit conduit and vault as-built drawings showing the right-of-way and property corners, offset dimensions, depth of installation, conduit diameter, and size and type of junction box/vault. Mark conduit with detectable orange colored marking tape or wire prominently labeled "Caution Telephone CATV.' STR-28 PROPERTY ACCESS STR-28.1 Driveways Driveway Standards Measured Curb to Curb Minimum to Property Lino 8 feet Minimum Between Driveways 30 feet Minimum Tangent Curb Length to 50 feet Intersection 20 feet 30 feet 'Maximum 1Nidth at Street Residential *}Commercial <_ 250 feet _< 125 feet Right Turn Only at Signalized Intersections Arterials Collectors Right-in-Right-Out Only When Safety Warrants * Driveway cuts in sidewalk required ** Unless topography or traffic volumes require wider. CHAPTER 3 STR-I5 ?.Access Road Construction collide access shall be ilralls unless otherwise approved by the offic'al. Agravel construction road shall be install( remove as much mud end dirt from theve possible prior to entering the public ready effectiveness and efficiency of the remove satisfaction of the official. E£candaions are such Mean lnsufficlaet a material Is removed from the tires by cant, aggregate,the tires shall be washed prior public right-of-way.If wear from this prod directed to a sedimentation pond or other sediment trapping Imp for treatment prier the public storm water system. The entrance shall be maintained In a car prevent the ranting or flew of mud ante th of-way.Periodic maintenance of the egtri the removal and replacement of&ogregab andfor repair of sediment trapping device: performed as conditions dictate or as fibre official. Sediment tracked onto the public roadwa) (tanned on at[east a daily basis, 2.Soil Stabilization NI exposed soils shall be prevented from Stormwater Management or ants natural or artificial drainage oyster sRequirement storm water siteplan 6,Stabilize channels and outlets:erosion cutlets to beprevented as with nod or ter vegetIcation ation, plastic Includingomeng,be 4 sod c ton of gr and b s hot(reas to h. See site plan,for property Imes,location of building and drives,and surface run-off and with stockpiling of removed materials.Downspouts toile application of ground base on areas to be existing patio and iandscape areas near the additions.Other Into tight line and run to sloping grade to be dispersed by rack out fall away requirements are noted an drawings. from house with a 59'vegetative buffer.Per BMP T5.10,provide splash control at locations shown on site plan to provide no more than 700 sfof 3.Protection Of Adjacent Requirement#2.construction stom}water pollution prevention Impervious f Properties 1.Mark clearing limits:clearing limited to building site as shown on site Adjacent properties shall be protected fro plan. 9,Control pollutants:potential pollutants shall not be stored an she.Ail deposition by appropriate useolvegetate solvents.paints,gasoline,ails and other chemicals to be removed from the sediment barriers or filters,dikes,berms, 2.Establish construction access:construction access is existing and site at the end of each work day by the contractor.Concrete wash-water will by a combination of these measures and shown on the site plan. return with truck and will not be dispersed on site. appropriate BMP's, 3.Control flow rates:n/a. 10.Control de-watering:nla.,as per Pt 4.Maintenance 4,Install sediment controls:naturai vegetation blamed where practical. 11.Maintain brigs:bmp's will he maintained.Inspection will be completed Ali erosion and sedimentation control me Provide slit fence as necessary for protection of sediment deposition to after run-off produdng storm.Contractor to manage and maintain all Alt erosion and regularly inspected by ih� adjacent areas,install silt fence per department of ecology's guidelines BMP's. mapplicant order in continuedcted e for BMP C233 at locations shown on storm water she plan. pPP 12.Manage the project:management of project fallowing the plan detailed during the like of the construction.(Note: 6.Stabilize soils:sedimentation trapping measures as shown on storm above will he done by contractor, maintenance,sty f county building Inspp water site plan fell fence).All soh stockpiles shall be covered moth piaslie, suspend all authored work on your pi,* mulch,or straw ff not worked after 2 days In the rainy season(Oct.1-May Requirement fill:source control ofpollution corrective measures are completed.) 1(or 7 days in the dry season.Al exposed soils,stockpiled or at final No new source pollution. grade,will be stabilized as above and surrounded with a silt fence until 5.Unusual Events such time as natural vegetation provides the same level of protection. Requirement#4:preservation of natural drainage system. Any adverse effects of increased runoff(i Natural drainage to be unimpeded. storm everts)resulting from land distribu 6.Protect slopes:excavated materials to be placed en uphill side of shah be controlled by appropriate meet u exposed area. requirement#5:On-slte stormwater management. possible.Additional erosion control rhea 7.Protect drain Inlets:all exposed medical tight lines to be covered until BMP's will be Inspected and followed as outlined in requirements 1-4. critical your protect is IocatEJ, final connection.Other drains to be buried in drain rock criticall necessary area. Stormwater Management Tesc Notes1 O 1/4"=1'-0" O 114'=1'-0' -- .... � ..�. !lid&I . - I lig fM A — . project Site 'p'�*� 1 ...�}r • �. -�r' I rt • ill „ F. A' 70I ' O. I . r-i V: ig' I.- i v };} • 1k V. •�" P 2,8 surd wag wl suds 8118 inches on c•enlcr, IR'gypsum wall doardoninldor,2,21 i�r 8!8'XI3'anchor bola,emhedded7'Imo Inwlzoon eIcom,v1141 1632'oor1wusxell wn:4-61.014',0'ot and setbehnaen3 sheamfng aleapalon-Mouse map'maslure 10/[112'l1an board end MV13'X Leta. oarderand odog pan eleragms, 3'X 114'Irikkwas6ers.Min.(21 A6:5 II��,. insulator al gaeese4mhaaled 374'T3G Iva ', par board(R403,7,6,9 Ile gsMargxd eopIrona1 p1ymoi•3 Gneu .', washers a pmvlda en castor gasket -,r lo am:etng members ',- between waster and all plate, 12'high metalgashingandY Menuhchsened l{oilsee plan(sea plan Ylil 446-or cone al munklashing b dnecgon).R301nsuaga7 4'rigideghtIlne doenspa0 hale, ►►��•• —.--", —,---�girai_ _I.: lie took;slams sewer. F.11: 4'mr,aelesbbxilh Ylidened haHal Wall iiiiMBEREffin inliggifff •"'.la-1 code - - — 12 cancefe roendagon veal w1W46are ', r I A'o n,tat 044 bars Ql4'o,c.vcre fi1Wrhtric I— — 18k1'wncre:eessangW(2145 bars cont. P ,4)' • "...;.!'s.i. if,'s. 411112'mk ofdng halo, ��. .',•"t•r•:'f.4. vAN 12'mkt of drain rock 1 I I f I—I 1 1 ITI 11 11 rover-lie m storm sewer . 0MILhladavapa barter 6 6 0 typical foundation detail m.°d� foundation at porch/garage garage door slob leinfaced oororele.aeross pint :lope garage slab cot laposihve Aanage prep irom shuclune Ff419'ohsel-vsdfyvdM'doars¢e 13'saw eu14114 slab daptl•saw 4°m+crFle slabwr*6 m'I v4por v4fi1n 4 to 12 hours of pouring slab gaesxrele 6iwaaap system earner on 2'weal bed s tN� I ll l 1 111-1 I:=L ='1'�cte4frl r- -I 11- -1 I I,111— ,,m _ role: I — conenuous fooling locale pint al ncnmea ling wallssehere possible Fnd at O,H. door control joint D4sA6 Wag ea,slut al 161nches on ca•la 112 gips■tall board co Inle1a,R21 I' . ..nelmm,with confinuoua wall `fi. =44/2olexkrio,'house anap`mdslsre ;Mu cndddng per aye bos. 2,8 p..pla14 II W3'X10'antlnor balls.embedded 7'ihlo 4'cane sesb per 8 rail vapor barrier on . 11 corccets14,1'o'a and seibeireen 31R\ 2'gavel bed 42'loam board ends with 3°X3'X III'lei. Z NI buieing paper crvarirbemer �'j, II washPS.Kn.(3Jh.21 per board.Ito A 4'comma slab oysr 6 mil •.I gakanted washers or provide anlaelxfcega (2)N4's wnllnwus x raps eameron 4'gravel bed .:i betrneenwnshorand sill pixie, 3 y :"r:r+ r(1—f s_..• -.s. gaade g g11 —.' II: — ! 4°rigid Sghalnedawuepoel 6'ccncrele foundago wall I— Aar con b rAyllghl —.tly- I'P wig4 bans le'a lc tori I �' ' -' 1141ars aS 13'okver'. 1 '-' gtx f.rk mY 107'concrete foadngW -. (2)44 bars cent gin ' 4'lgd pert.foohngdtaln. firm,uM0lo0odeaM WI 12'min,or droll rocs cow run In daynghl 'a thickened edge detail ® typical foundation detail at garage a 1 s 1 i a' fill ell . 1 _ I 1 lower roe — perimeter al beer wars 12.6 Y� rel . `I I Fee)� Inv Il reg bath 2 f 1 L_ -I L-'1 Door Schedule 4,3Iy Model I Width Height I Count Description I Hardware l h <voz) r;PD3J g Meaot.,. rr_L—' 33' n.-o- -Cr tore mi W tvmy - D3 2-6 C-6` i C4 P-P C-6P' / �, r Pet 191 bedroom suite Pakol D.1' I nnnle el 6'-M 6'-0' • aao Caantl to I15 '... / Window Schedule \‘../ Window Rough Opening _ eo" Mark Width Height Count Description Comments s3 . --_- _ AI nM q.5' o .A.ii w c' -- III '�---1 P2 Z-6' 1'.6' 6 — et r u- a Ir 5 f0— d . 105larel - Pa z-s- a-m Y,vwptra7 - Pe Y-6' 1'.s' t r,t4t,P`~ 1 4 lZl tl Wt.! 1'-s- s-a 3e F,D?WI lqu turel Next yrn closet ,� oe 1 e am Ili -I be Floor Plan Legend —Fig s4. el °" Key ' 1 Value Keynote Text - down coca: n hall A01 Provide backing in ail bathrooms for towel bars,toilet paper holders, Medicine cabinets,etc.Coordinate with owner for locations. — i [ A02 Handrails:36"above stair toe,provide 1 112"diameter rail,set 1 112"off ®sd. wall M O 3 A03 Guardrails:36"above adjacent finished floor. Space uprights so That a 4" ELO ® u f 2200 nln.attic access _ sphere cannot pass through the guardrail plane,4"min.between floor and �-\ bottom rail. Ifi, laiinrlry 3 A04 Fireplace:gas fireplace-zero clearance raring as selected.Install gas l I ' bedroom is fireplace with clearances and combustion air per manufacturers Q 1 — E recommendations and by code. 1731SP '; —1 5 Al 2 Disappearing stairs or 22 x 30 attic access panels with 518"g.w.b.cover ir. panel and provide wheatherstrip gasketing-see 831SP1.Provide min 30" lower roof > head clearance. Use plywood dams to control calling insulation as required. ct 10315P1 z Al5 Emergency Egress Path,see 1021SP1 Alb Garage Separator.see 1061SP1 n A17 Garage Door rating,see f OOISP1 . . —a u— EOi smoke tleleclor with battery backup-see 10415P1 Fs C e HDU2 Simpson holdawn ]-p 2-e 2,0 2.11¢ 2 e 212 2.e 4 HD114 Simpson holdawn a_tr 5 a.tl M07 Exhaust Fan,see 145&1461SP1 2.-e x MO8 Clothes Dryer,see 1441SP1 • A3- Second Floor Plan o114"=f'-0" re>7seJ 54-23-15 .tO • s Haw,ode.era.NU 5,1.._ I I Prcc_'pve RFFdaale m'<❑.Arlcaf,n, lei __-_ 0 I - -.v[tr'ao-taMY. W uNm.Ppe6 856P1, n 4.py- 9.4.16r4km1.-e5n" -9l0 14 -/- ..n:97...o+mr' u 19.419,.9.m-aera1, Wad CakLaunmS I Le.11.76e,e11v I I hand ealeolaYn: • .....I10 k.:1.= f+mr✓ec..P 1_-8 1.00 100 I bin,c.cer.f. 9 I01 ir9 Rod cer•woeMti.J't trill 8.25 975 0.98 »yr.r.,..S.9 _ "' 0.r5 - ,-----'-' SW 9 035 0.s5 - a 1,..9• -_ 11.dl UFn1 2 160 t60 s _ s Wind 9.osm19.l 0,11 1.14 I I I Fbrt»1 ell 11 I daeM Beady W.tNW1 Qyed Wrd F-du TdJ 1n.L ,eq'ied 9.ea.p Eaaf & l.C-ed enact Wui4f . WN Fes+, 1WVy.»a-'es:l0074 'y.>m ....4 ' t+"• ®eft9pl G1yr m r,1,.. hack-g krplh e,nw Y.t .raa Ike Ryas; E 6ai lusmua 1103 ''3.W.Ime r.xuve swa"mW iu.l m e,anµl wu..dod ..< in �N I� benl9 m,.la.a 3a� 606.0.4 60(I11219 I....•0021]]I21.coca h 961131 60.1001 Ian 5..1M C 1 CS-W., lla I 29 • on t ' ld F455 I Lk I 014.? .03 46 0l1 4 rr 24 cf.ErrS-Ni1-PT 20 all 1 ,.. -IA . al! , C5. r 9. - , f r1 . 23, -.. I A Ak, de .. ee �. Ok } <9�lie :6� 1.0 1.14 _ [. C G`-~NSR 00 21 1M I M 2,4 CV ,, 5.,.- .5 I, 114 1. ❑ C£ 13.8 S8 14: 130 X 5F ,4, F. Wy E G-va, DO 59 Ih 1 urc Gi 00 IN E C.IF ' IS I. 55 I. ., x no I li Its 1 ,u 19 I 11.5 I qt " 11t !. 1u 3,b tt R 5,49.99,19 C 99.119 93 1 ru I I Sc.*C.11k19.9 1 015a194119' 9 rr, 100 ',svy.T I4_P I Fs • W.1[1..dl*aj,P,Glllp,1 _ 1....1tml 4n.15.1 F:41C.29a04.41c9!„999cny,04.19 100 I j Er"11*.pEcnce13,03Y.nrtr sZca.il.ru.yll ra too rora&Ic,eu, Iyp„1 - . 11V andirEm _ _ nloeua41 _ nvme.MMO1a1 1 ,,,,,, a, -_--. .- I 6.bmk r.uor iabr 1W �_-_- �_____ aa�d a.mr'P Nelu. Rrs�"4 I eaQeu��a a.r� s.�'a.,too e.elre �a vn1 F0:..4 ED.]vra --- I.�ree la., W.4 sn• Merhod r.ralhlFl &aNg[IO�"� rns,,1:0 r m H.µa2 Iwylh S.'ua y -b _ k W f.e,a ,dal km'yml wm,ed u31 rt 0"' lrS'ltle &ai1114 lf-=yEq p tey, b�W tss 602104 Eo2n3G1 69.it a(411'�„•9�re 1� 9 �� '^) fA'+� vhtaa 31.oe11 w:55;i1 1,,exv a 6-HSP i0 1 11 1 15.9 1 ' l.I I 45s•a - 2 6-WSP 1E0 1.1 ti3 1 1 �_1 21A IX a � II o__ _a -_ue_s ____ -l-l-1-25a iV5-- Cx - 0. [a( A L6.1'RT 1l6 il 6 5 = 1 O.V __' g- ra,lye it3s 1!,5 Ifil9 _ _ 3 C ee-W3P _00_ 55 00_1_00 1.15.3- 1 1 RS 5.5 .Si a ❑ e-0 210 I CC 131 t 1 qt. 120 Y' o* - 16 I1G III III E 6-LISP 210 T6 I. &0 '1( -- -_ - 1vd- - - 16 -- ts.ra= 5a 44 ,..II I F I as_tay us I La Ill 1 1 to 4E a:I _ is-1_ I .t 1a 114 I Ie 91 I d: r QUpper lateral O Lower Lateral 114"= -r 1' " 6 1/4"=1'-0" b j. u revised S-7-14 , f#efdhW0 eAa3dY duaeyfilllsle[InkazetlwA NANO 54'depub 4o041P*:toeeix3l pawl) O &dcee M'6IVL'nB r }.� Eden tcpdd0019 toheaeer 10 Iwo 1 IME 1.1 EMI ran of ida sinker ink OW an,pp, ��=I y p '' B.I0 yy' 6' t}p portal frame anslnrdon 1000 b Shap apposite shea0,hg fi IOW hse S c • faslene0l 6Wng 0 header w16sd mow is �- 010131Rlle ' 6 or galranlad doxransIn 3'01 r41Wn as 214 past Ix a panel splice{a needed), Om and 3'.0 o.in coil framing(suds, panel cages shallbe bl0ded• 1] els113rg,and 4Ih113p- b and emmAi611n 24'o1m0d _ '...1Ilegh[.One rrnval0 rrrn with 16'ice we slorysvudure 11 - sheansrg4o.rlam1ng naPing is milt w5046'1'Imuse'm the Est li E required.If al docking Is ti • ed.Fla 1(0h muslbe naJed w of No dorysoures kgalwwry3)16dankes mitt 1»airamllg 1 • _- 3.5'On,thlOness wmd FWgam1JJ • mi0 .. ,, C BracedNlWe1's,16 concrete ad.3.111,rankg) � A 1 �1 see u067RW2I733illilL � inuII L ? ` ® Portal Frame with Hold-downs /J � . , 112"=1'-0" f 5 F \\\ 3 Mlethod-CG-WSP MelhOof-CS-PF Continuous Portal Frame 11 R Wood structural panel sheathing with a thickness not less than Gotlouous portal frame braced wall panels shall be ra 318"with 6d nails at 6"o.c,at panel edges and 12"o,c.at constructed per attached figure.The number of panels In s a Intermediate supports,per table R602,13.4. single line shall not exceed 4.Far purposes of resisting wind pressures acting perpendulcufar to the wall,the e Method-PFH-Portal Frame wl Hold downs Each panel shall requirements of figure R602.10.6.4 and Table R862,10,6.4 - s I be fabricated In accordance with Figure R602.10.62 The shall be met. There shall beo maximum of four braced wall iwood structural panel sheathing shag be a minimum of 316" segments per braced wall line, thickness, Hared MD One e --- i-• Method-GB-GvosumO r ram board ` 6 NOTE;Same or all of the methods Nally 61 screws at T'spacing at panel edges including top a listed mayor may 001 be used,See and bottom plates;for all braced wall panel locations for ., plan for belfouts. exterior sheathing nail or screw size,see Table R602.3(1); far interior gypsum board nali or screw size,see Table A' R702.3.5 3.P P CF155P 1 Shear Wall Legend A3 - Second Floor O f 14"=1'-0' O 114"=1'-0" a" A5.2 Id d_I.42 4s)dll.LU2 4x6 di.89 +W w«Rr eaPIIIIk a 11 WI IION1 % AKAIYYIIRC o.s- MIN. U TREAD yr Tscnrrm 1112:12 pilot mono roof rO5Uermma trusses at 24'o.a. _ .0 13328.1.11 410 di.4/2 ib>+rcaiv Rls. "�,I III I III 0 stair details 314"=ILO" (2)4x6 di,N2 4 < 1214a6d,f.to Gower Roof Ventila I� a Required:369 s,f.1360=1,03 t!l2:12 pdch mono roof (50%at Ridge and 50%at stay dx10 d.i.82 _� trusses at 24'a.c. vj o Provide at Peak 15 blocks wit' 2"dla.screened holes at 06 S I 5.25)11.575 M flush with floor system each=0,90 a t.>0.52 s.f.okl II Provide at es bc whh dla.screenedeav hoists15 alot.06ks S.f. %. I 0.90 s.t>.052 Si.old i ts I Rooflramfm Nol6e: 1.Layout Shown Pere Is For Sch 11 —I Design Only. 5 NM i 1 2.Manufacturer Shall Provide Anc • A51 8 -I Depineeredartment For ApTo al Paint Tc m I And Installation. ti I 3.Provide 2x overfill As Requlrei mi Designed By Truss Engineer. dbilolsl 4,A11 Truss To Truss And Truss" Connectors To Be Designed By T EngInaer, tto addill0ual foist directly 5.Typical Roof Pitch=1 112:12 2 order shear wall aims S- - 6.Typical Trues Spacing=2'-0"+ 7.Typical Truss Tails U.n,o.=m 1314'M12 stringers rice 6'ply. I I trd.831d'piy.users-typ.q�. 1 „ blocking between louts I tge perimeter ' ORoof Framing Ni 2 114"_1, t. —II I— z c floor framin4 notes: — — I . Layout shown here is for schema ® II` II Manufacturer shall provide ands angiufatur design tothee adi s approval phionto fabricallon and i e F Nljoist to lolst and Joist to beam .3 I • I desgned by truss manufacturer. xi I t 0. 4 i J 4xB d.f.�2 dab d.f.lt1 — — Floor sheathing: As.t 1.Use 341"cdx or OSB Slurdi fh K and nail Wl dog shank Bd's al 6' ' — 1 — — 12"1nthefold.Face grainperpa supports. 5 continuous metal gutter � 2,Provide said blacking in the Jo ! 6a10 d.f.92 beneath all past locations and be inset studs at floor to floor holdc E' -81 O A4 -Upper Floor Framing & Lower Roof Framing Plans ® Floor6Framing NE 2 '1,AVair AP' coveC CERTIFICATE OF OCCUPANCY This is to certify that the below listed building or structure has been inspected and occupancy is hereby authorized: Description: New Single Family Residence Location: 1212 16th St. Owner: Michael Lambert Constructed by: Lambert Construction Building Permit #: BLD-2014-0015 Date issued: 04/05/2016 Use Zone: R3 Dated: June 2212017 Authorizing Official: 2, TX. .. gam O .- Cityof Anacortes • Invoice/Permit#: BLD-2014-0015 =',, 904 6th Street Applied date: 01/23/2014 P.O.Box 547 Issue date: 04/05/2016 s "' '0= Anacortes, WA 98221-0547 Expire date: 10/02/2017 Viz. ` "'/ ,= £=,zN,q0 � y,'� (360) 293-1901 , Job Address: 1212 16TH ST Permit Type: Single Family Residence Permit ANACORTES WA 98221-2225 Project: APN: • P55465 Remarks: New single family residence on a multifamily lot with two other dwellings. Owner: MICHAEL LAMBERT Contractor: LAMBERT CONSTRUCTION Address: 2812 WASHINGTON BLVD Address: 2812 WASHINGTON BLVD ANACORTES WA 98221-4835 ANACORTES WA 98221-4835 Phone: (360) 303-0504 Phone: (360) 303-0504 • License#: LAMBEC*912LP General Information: Fees: Occupancy Group it-1 Plan Review Deposit 100,00 Use Zone R-4 Building Permit Fee 1,458,55 Lot Area 6000 Plan Review Fee 848.06 1 at Floor Square Footage 784 Mechanical Permit Fees 84.45 2nd Floor Square Footage 768 Plumbing Permit Fee 125.00 Building Valuation 182500 State Building Code Fee 4.50 #of Heat Pumps 1 Sewer Inspection Fee 50.00 #of Bathtubs 1 Storm Drain GFC-Residential 1,408.06 #of Clothes Dryers 1 Sewer GFC-Residential 7,851.00 #of Clothes Washers 1 Park Impact Fee 615.00 #of Dishwashers 1 Traffic Impact Fee 900.00 #of Water Piping 1 Total Calculated: 13,444.62 #of Hose Bibbs 2 Deposits/Receipts: 100.00 #of Kitchen Sinks 1 #of Lavatories 3 Total Due: 13,344.62 #of Range Hoods 1 . #of Showers 1 ., .,a Tr .� r1 #of Ventilation Fans 4 ,.;.2 1° }� `'.! `• #of Water heaters 1 7 T` z - •' Cr, '-J #of Water Closets 3 > r ,s. . 11 .: y --1- I:, —i 1 ,., =ti q 11 • 7 1 7. :R i -i ur THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR .IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. W.I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISCbI $ OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT,-?rHE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE.Oft LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. :a ;,1 , 11 if ,i 44 1 M i_ti SIGNATURE 0 OWNER ORAUTHORIZED AGENT ISSUED BY C� ..Y. Q . City of Anacortes Permit#: BLD-2014-0015 r 904 6th Street Issue date: P.O.Box 547 Expire date: 07/22/2015 1 Ua j Anacortes, WA 98221-0547 A1/4 � (360) 293-1901 Job Address: 1212 16TH ST Permit Type: Single Family Residence Permit ANACORTES WA 98221-2225 Project: APN: P55465 Remarks: New single family residence on a multifamily lot with two other dwellings. Owner: MICHAEL LAMBERT Contractor: LAMBERT CONSTRUCTION Address: 2812 WASHINGTON BLVD Address: 2812 WASHINGTON BLVD ANACORTES WA98221-4835 ANACORTES WA 98221-4835 Phone: (360) 303-0504 Phone: (360) 303-0504 License#: LAMBEC*912LP General Information: Fees: Building Valuation 182500 Plan Review Deposit 100.00 • Building Permit Fee 1,458.55 Plan Review Fee 848.06 State Building Code Fee 4.50 Sewer Inspection Fee 50.00 Storm Drain GFC-Residential 1,301.00 Sewer GFC-Residential 7,851.00 Park Impact Fee 615.00 tJ ', Traffic Impact Fee 900.00 ri Total Calculated: 13,128.11 Deposits/Receipts: 0.00 1 ,d..� n Total Due: 13,128.11 'pity Anacortes I F i I Iarioe '402402-1 01/24/2014 BR1 T104 ri Jan24,2014 02:19PM Trans#4-4 game: LAMBERT MICHAEL ddr: 1212 16TH ST ANACORTES,WA 98<' $100,00 8000 - Permit Fees Customer #; 006886 Permit #: BLD-2014-0015 ITEM(S): TOTAL: $100.00 THIS I Ash PAID $10O.00 ISTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONS' DOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREI Ask US about Autopay. -ICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LA IRK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRAN ORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW RE(iULAI!NU uoiN r'u OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY ANACORTES PUBLIC WORKS DEPARTMENT Vg °*, Steven Lange, Project Manager P.O.BOX 547,ANACORTES,WA 98221 PH(360)293-1920 Tr E-MAIL;stevel@cityofanacortes.org PAX(360)293-1938 e'o3 Memo Date: March 13,2014 To: Paul Ingalls From: Steven Lange Subject: 12/21661 Street Required Improvements cc: Don Measamer, Eric Shjarback, Jim Baldwin The Engineering Department has reviewed the documents submitted with the Building Permit (BLD-2014-0015) and provide the following comments and recommendations. Water: This property is serviced from a 6-inch Ductile Iron water line located in 16th Street. • It appears that there is only one meter service for the two existing residents. It is requested that a second meter be purchased and installed to accommodate the existing second residents. • The proposed residential unit#3 is required to install a water meter. This will be installed when a water meter service is paid for with the Building Department. Fire Coverage: This property has fire coverage from a hydrant located at the SE corner of 16th Street and N Avenue. Sewer: la This property is serviced by an existing 8-inch PVC Sanitary Sewer. • City records indicate that the property is serviced by an existing side sewer stub, which it appears may be utilized by the existing resident#1. ▪ The proposed residential unit#3, based on property As-built information can connect to the 6-inch PVC side service stub that was installed during the construction of existing residents#2. Storm: This property can be accessed by an existing 15-inch Concrete Storm line in 16th Street. Water a Wastewater Q Streets m Storm Drainage a Engineering a Solid Waste Transportation a Equipment 0 Capital Projects 0 Development Services • 4' vN Erosion Control: a Per the Anacortes Municipal Code 13.36, this project is required to complete and submit a Small Parcel Storm Water Plan, see attached. Street: a Per the Anacortes Municipal Code 15.20.040, sidewalks are required to be installed across the frontage of the property. a Due to topographic constraints, the sidewalk shall be installed adjacent to the back of the curb (Anacortes Municipal Code 16.32.020). a Sidewalk width in an R4 zone is 6-feet. (Anacortes Municipal Code 16.32.020). a The Driveway approaches for existing resident#2 and the proposed resident#3, shall be a Type 1 type approach. See the WSDOT Standard Detail, F-80.10-02 Cement Concrete Driveway Entrance, Type 1. e Maximum width of the driveway at the street is 20-feet. (2011 EDS Standards, Chapter 3, Section STR-28—Access), a Minimum distance between driveways is 30-feet. (2011 EDS Standards, Chapter 3, Section STR-28—Access). a Frontage improvements shall be constructed to meet WSDOT, City of Anacortes and ADA requirements. Garbage: © Will be serviced of the alley way behind this property. Other: a See attached WSDOT Standard Detail, F-30.10-02 Cement Concrete Sidewalk. • See attached WSDOT Standard Detail, F-80.10-02 Cement Concrete Driveway Entrance, Type 1. a All work within the Public Right-of-Way requires a Right-of-Way Permit. See attached, Thanks, 6_,eys",/_ Steven Lange A • 1"1, 0 Water 0 Wastewater m Streets 0 Storm Drainage @ Engineering ® Solid Waste ® Transportation 0 Equipment 0 Capital Projects ® Development Services Diamond, David From: Ingalls, Paul Sent: Friday, April 21, 2017 10:48 AM To: Diamond, David Subject: FW: Frontage Improvement Requirements for 1212 16th Street Attachments: 03-13-14 Ltr Impr Req 1212 16th.pdf FYI Paul Ingalls Plans Examiner City of Anacortes (360)293-1908 From: Lange, Steve Sent: Wednesday,April 19, 2017 4:05 PM To: 'michaellambert911@gmail.com' <michaellambert911@gmail.com> Cc: Hohmann, Tim <timh@cityofanacortes.org>; 'justin.gunderson@wrsweb.com' <justin.gunderson@wrsweb.com>; Measamer, Don <don@cityofanacortes.org>; Ingalls, Paul <pauli@cityofanacortes.org>; Shjarback, Eric <e ri cs @ cityofa n a co rtes.o rg> Subject: Frontage Improvement Requirements for 1212 16th Street Michael, Attached is the letter provided to you in 2014 regarding the frontage improvements for 1212 16th Street. The site visit today revealed that the existing driveway does not meet the required ADA required slopes for sidewalks. Due to topographic constraints, it is recommended to construct the sidewalk adjacent to the back of the curb. The R4 Zone requires a 6-foot sidewalk. During the site visit today, a 5-foot sidewalk was referenced.That information is incorrect. Thank you for your attention to this. Steven Lange Project Manager 1 ANACORTES PUBLIC, WORKS DEPARTMENT • tIY `' Steven Lange, Project Manager P.O.BOX 547,ANACORTES,WA 98221 PH(36Q)293-1920' lga" Q E-MAIL:stevel@dtyofanacortes.org FAX(360)293-1938 q'crovrMemo Date: March 13,2014 To: Paul Ingalls Prom:Steven Lange Subject: 1121216th Street Required improvements cc: Don Measamer, Eric Shjarback, Jim Baldwin The Engineering Department has reviewed the documents submitted with the Building Permit (BLD-2014-O015) and.provide the following comments and recommendations. Water: • This property is serviced from a 6-inch Ductile Iron water line located in 16r' Street. • It appears that there is only one meter service for the two existing residents. It is requested that a second meter be purchased and installed to accommodate the existing second residents, ▪ The proposed residential unit*3 is required to install a water meter. This will be installed.when a water meter service is paid for with the Building Department, • • Fire Coverage: • This property has fire coverage from a hydrant located at the SE corner of 16th Street and N Avenue. Sewer: it This.property is serviced by an existing 8-indh PVC Sanitary Sewer_ w City records indicate that the property is serviced by an existing side sewer stub, which it appears may be•utilized'by the existing resident#1, r The proposed residential unit.#3, based on property As-built information can connect to the 6-inch-PVC side service stub that was installed during the construction of existing residents#2. .Storm: • ▪ This property can be accessed by an existing 15-inch Concrete Storm line in 16't • • Street. ��II f Water * Wastewater * Streets •* Storm Drainage �+ Engineering * Solid Waste * Transportation'-Equipment Capital-Projects Cevetaprnent.Services qW p ` Erosion Control: • Per the Anacortes Municipal Code 13.36, this project is required to complete and submit a Small Parcel Storm Water Plan, see attached. Street: Per the Anacortes Municipal Code 15.20.040, sidewalks are required to be installed.across the frontage of the property. • Due to topographic constraints, the sidewalk shall be installed adjacent to the back of the curb (Ana.cortes Municipal Code 16,32.020). Sidewalk width in an R4 zone is 6-feet, (Anacortes.Municipal Code 16.32.020). ▪ The Driveway approaches for existing resident#2 and the proposed resident 43, shall be a Type 1 type,approach. See the WSDOT Standard Detail, F-80,10-02 Cement Concrete Driveway Entrance, Type 1. • Maximum width of the driveway at the street is 20feet. (.-2011 EDS.-Standards, Chapter 3, Section STR-28 —Access). Minimum distance between driveways is 30-feet. (2011 EDS Standards, Chapter_ 3, Section STR-28—Access), • Frontage improvements shall be constructed to meet WSDOT, City of Anacortes and ADA requirements. Garbage: • ▪ Will.be serviced of the alley way behind this property. • Other: u See attached WSDOT Standard Detail, F-30.10-02 Cement Concrete Sidewalk. u See attached.WSDOT Standard Detail, F-80.10-02 Cement Concrete Driveway Entrance, Type 1. • All work within the Public Right-of-Way requires a Right-of-Way Permit. See attached. Thanks, t7 Steven Lange • Water 0 Wastewater G Streets 0 Storm Drainage * Engineering * Solid waste x 0 Transportation a Equipmerit * 'Capital Projects 0 Development Services Ingalls, Paul From: Lange, Steve Sent: Wednesday, April 19, 2017 4:05 PM To: 'michaellambert911 @gmail.com' Cc: Hohmann, Tim; 'justin gunderson@wrsweb.com'; Measamer, Don, Ingalls, Paul; Shjarback, Eric Subject: Frontage Improvement Requirements for 1212 16th Street Attachments: 03-13-14 Ltr Impr Req 1212 16th.pdf Michael, Attached is the letter provided to you in 2014 regarding the frontage improvements for 1212 16th Street. The site visit today revealed that the existing driveway does not meet the required ADA required slopes for sidewalks. Due to topographic constraints, it is recommended to construct the sidewalk adjacent to the back of the curb. The R4 Zone requires a 6-foot sidewalk. During the site visit today, a 5-foot sidewalk was referenced.That information is incorrect. Thank you for your attention to this. Steven Lange Project Manager 1 Michael Lambert Lambert Construction City of Anacortes Building Dept. Attn:Paul Ingalls Re: Landscaping Letter Dear Paul, The landscape design for the micro-residence at 1212 16th Street is as follows: the perimeter of the house will be bark with sporatic greenery including ferns and boxwoods. There will also be drain rock on the West side of sidewalk in a wavy pattern, up against the bark. This will continue out to the edge of the property/fence line. Completion from 11/30 till one week from today, or before. There will also be some potted plants placed throughout. Thank you, Michael Lambert Lambert Construct' n Page 1 of 1 Ingalls, Paul From: Lange, Steve Sent: Thursday, April 26, 2012 9:22 AM To: Ingalls, Paul Cc: Measamer, Don; Shjarback, Eric Subject: RE: Frontage improvements for 1212 16th Paul, This project is required to install 5-foot sidewalks along the frontage of the property. As an option in-lieu of, since there are no sidewalks within that block, they can install an ADA compliant sidewalk ramp at the intersection to the east. The City of Anacortes Operations Crew do pretty good installing sidewalks, of which can be done at a later date, but are getting away from installing ramps. If they like this option, I will be more than willing to work with them on the design. Otherwise, they can install sidewalk. Thanks, Steven Lange, Project Manager O. 360.299.1983 I C: 360.661.3468 I F: 360.293.1938 Steve I@ c ity ofa n a co rte s.o m City of Anacortes Public Works Engineering.Department 904 6th Street I P.O. Box 547 Anacortes, WA 98221 www.atyofanacortes.oru From: Ingalls, Paul Sent: Wednesday, April 25, 2012 2:06 PM To: Lange, Steve Cc: Measamer, Don Subject: Frontage improvements for 1212 16th Steve, We have approved the building plan and are moving ahead on issuing the building permit for the new building at 1212 16th Street. We plan to issue it Monday April 30. Please address frontage improvement requirements (if any) so we can inform the applicant. Paul Ingalls Building Inspector City of Anacortes 360-293-1901 4/26/2012 Fyrrce, Groc From: Measamer, Don Sent: Thursday, April 20, 2017 9:24 AM To: Fyrrce, Groc Subject: FW: Frontage Improvement Requirements for 1212 16th Street Attachments: 03-13-14 Ltr Impr Req 1212 16th.pdf Groc, Please add to the file, Thanks Don Measamer, Director I Planning, Community & Economic Development Department P.O. Box 547 1904 6th Street I Anacortes, WA 98221 360.299.1942 (work) don@cityofanacortes.org From: Lange, Steve Sent: Wednesday, April 19, 2017 4:05 PM To: "michaellambert911@gmail.com' <michaellambert911@gmail.com> Cc: Hohmann,Tim <timh@cityofanacortes.org>; 'justin.gunderson@wrsweb.com' <justin.gunderson@wrsweb.com>; Measamer, Don <don@cityofanacortes.org>; Ingalls, Paul <pauli@cityofanacortes.org>; Shjarback, Eric <erics@cityofanacortes.org> Subject: Frontage Improvement Requirements for 1212 16th Street Michael, Attached is the letter provided to you in 2014 regarding the frontage improvements for 1212 16th Street.The site visit today revealed that the existing driveway does not meet the required ADA required slopes for sidewalks. Due to topographic constraints, it is recommended to construct the sidewalk adjacent to the back of the curb. The R4 Zone requires a 6-foot sidewalk. During the site visit today, a 5-foot sidewalk was referenced.That information is incorrect. Thank you for your attention to this. Steven Lange Project Manager • ANACORTES PUBLIC WORKS DEPARTMENT • • .` Steven Lange, Project Manager :4t PO: BOX 547,ANACORTES,WA 98221 PH 390 293-1920 ��i E-MAIL:atevel@cityofanacortes.org FAX(360)293-1938 G Memo Date: March 13, 2014 • To: Paul Ingalls From:Steven Lange Subject: 1212 16-Th Street Required Improvements cc: Don Measamer, Eric S•hjarback, Jim Baldwin The Engineering Department has reviewed the documents submitted with the Building Permit.(BLD-2014-0015) and provide the following comments arid recbniirlendations. ater: This property is•serviced from a 6-inch Ductile Iron water[ine located in 16Th • Street • • It appears that there is only one meter service for the two existing residents. It is requested that a second meter be purchased and installed to accommodate the existing second residents. • The proposed residential unit#3 is required to install a water meter. This will be .installed when a water meter service is paid for with the Building Department. Fire Coverage: ▪ This property has fire coverage from a hydrant located at the SE corner of 16t" Street and N Avenue. Sewer: This property is:serviced by an existing 8-inch PVC Sanitary Sewer. • City records indicate that the property is serviced by an existing side sewer stub, • which it appears may be utilized by the existing resident#1. ir The proposed residential unit#3, based on property As-built it formatian can connect to the 6-inch PVC side service stub that was installed during the construction of existing residents#2. • Storm: • This property can b.e accessed by an existing 15-inch Concrete Storm line in 16Th Street. Water * Wastewater Streets Storm drainage • Engineering * Solid Waste a r Transportation 5'Equipment 0 Capital Projects 5' development Services p, Erosion Control: ▪ Per the Anacortes MuniCipal Cede 13.36,this Project is required:to complete and submit a Small Parcel Storm Water Plan, see attached. Street: u Per the Anacortes MuniCipal Code 15.20.040, sidewalks are required to be installed across the frontage of the property. • Due to topographic constraints; the sidewalk shall be installed adjacent to the hack of the curb-(Anacortes Municipal Code 1632.020). Sidewalk width in an R4 zone is 64eet. (AnaCortes lViOnicipal Code 16,32,020). IA The Driveway approaChes for eXisting resident#2 and the proposed resident#3, shall be a Type 1 type approach. See the WSDOT Standard Detail, F-80,10-02 Cement Concrete Driveway Entrance, Type 1, u Maximum width of the driveway at the street is 2:04eet..(2011 EDS.Standards, Chapter 3,Section STR28-Access). • MiniMilITI distance between driveways is 30-feet. (2011 EDS Standards,Chapter 3, Section STR-28-Access). • Frontage irnprovementh shall be constructed to meet WSDOT,City Of Anacortes and ADA*luiirements. Garbage: ▪ VVill toe serviced of the alley way behind this property: Other.: • • See attached WSDOT Stalidard Detail, F-30.1 IIP02 Cement Concrete Sidewalk, u See attached WSDOT Standard Detail, F-80.1O-02 Cement Concrete Driveway Entrance; Type 1. d All work within the Pubilc-Right-of-Way requires a Right-of-Way Permit. See attached. Thanks, Steven Lange • wAter Wastewater • Streets Storm Drainage * Engineering • So iki Wade Transportetien•Equipment • Capital Pr'ojects :f* Development Seriiices S � r October 26, 2016 Paul Ingalls Plans Examiner '+ City of Anacortes Building Department 360-293-1901 RE: 1212 16th Street,Lambert Project Hi Paul, This addendum letter is to inform you of an update to the floor joist system to the residence. The plans originally called for manuf 1-joists. Per owner request, the joists have been revised to 2x12 d.f. #2's. I have attached structural calculations indicating that the spans and loads work. Should the owner choose,the upper floor system may also be revised to 2x12 d.f. #2's. However,the long span area over the kitchen of 17' will need to be double floor joists sistered together with 8d at 6" o.c., staggered top and bottom— 1. lh" clear from both. Also,the floor joists located adjacent to the crawl space access have been modified and blocked to provide additional headroom at the entry of the crawl space opening. The joists have been modified, shortened, and hang off the adjacent joists. The adjacent joists will be doubled. Please let me know if you have any questions, comments, or concerns, Thank you, C/1_2 \I Jeremy McNett,Assoc. AlA 1 L Gravity Analysis Job: Lambert Site: 1212 16th Street Anacortes,WA 98221 Associate Architect: Emerald City Drafting& Design Jeremy McNett,Assoc.ALA 5512 Doon Way Anacortes,WA 98221 Date: 6-Dec-16 Basis of Design Code 12015 fRC and IBC Structural Concrete: Steel A.S.T.M A36 fc= 3000.00 psi Fy= 36.00 ksi Fy= • 40.00 ksi Fb= 24.00 ksi Dead Load = 1.40 ksi E= 29 x 10^6 psi Live.Load= 1.70 ksi flexure= 0.90 Foundation Soil Type= soft clay, silt axial tension = 0.90 Allowable Soil Bearing = 1500,00 psf axial compression= 0.70 Fasteners Metal Framing anchors, clips, angles,straps, hangers, etc. - shear= 0.85 Use"Simpson Strong Tie"or Equal. Nails- Use common type. Bolts- A.S.T.M.A3O7 Lumber Properties beam • width _.weight ,1 fb (single) Fit. E.x.10^6... fc(perp) fc(parallel) ] . grade 2x DF-L#1 • . 1.50 32.0 1000 180 1.70 625 1500 #1 2X-DF-L #2 1.50 32.0 900 180 1.60 625 1350 #2 (2)2x DF-L.#1. 3.00 32.0 1000 180 1.70 625 1500 #1 (2)2x DF=L:#2 • 3.00 32.0 900 180 1.60 625 1350 #2 4x::DF-L #ss _ • - 3.50 32.0 1500 180 1.90 625 1700 S5 4x DF-L-#1 3.50 32.0 1000 180 1.70 625 1500 #1 4x:DF-L .#2 .. 3.50 32.0 900 180 1.60 625 1350 #2 6x0E-L•#ss 5.50 32.0 1500 170 1.60 625 1150 SS 6x DF-L #1 ... ! 5.50 32.0 1200 170 1.60 625 1000 #1 6x.DF-L #2•, 5.50 32.0 750 170 1.30 625 700 #2 3.5"BC GLB 24f - _ 3.50 36.4 2400 265 1.80 1100 1650 24f-V4 5.5"BC GLB24f 5.50 36.4 2400 265 1.80 1100 1650 24f-V4 3.125'6C.GLB.24f 3.13 36,4 2400 265 1.80 1100 1650 24f-V4 5.125:BC'GLB•24f` 5.13 36.4 2400 265 1.80 1100 1650 24f-V4 6.75"BC GtB 24f.- 6.75 36.4 2400 265 1.80 1100 1650 24f-V4 1.75".Versa=tarn 2.0-- 1.75 37.0 2800 285 2.00 750 3000 2.0 2800 15'.':Versa..lam 2.0 3.50 37.0 3100 285 2.00 750 3000 2.0 3100 525"Versa-lam'2.0- 5.25 37.0 - 3100 285 2.00 750 3000 2.0 3100 7".Versa-lam-2.0'. ..- ' 7.00 37.0 3100 285 2.00 750 3000 2.0 3101 Basis of design Unit Weights FLOOR LOADS lower floor psf rfnnrrr floor psf deck psf top finish 4.0 04 2.0 noose 0.0 substrate(top) none 0.0 I" nenc 0.0 no-"e 0,0 substrate 314.E osb 2.5 3?4"osb 2.5 no90 0.0 (bottom) insulation R00 taa.l- floor joistFx' 0.4 R21• w d 0.2 none. 0.0 16'oc framing 2x12 3.5 2:x12 3.5 none 0.0 bottom finish none 0,0 "g,w.M.: 2.8 none 0.0 pipes/misc pipes . 1.0 I pipes 1.0 none 0.0 _ total 11.4 total 12,0 total 0.0 ROOF LOADS flat roof psf sloped roof psf roof deck psf top finish ncnn 0.0 r7rt71 1.8 sulrE 0,0 membraine riaile 0.0 ' feet, 1.0 none 0.0 insulation abov na,ae 0.0 (-Ana 0.0 none 0.0 plywood sheathing n;-4. 0.0 `;8'oso 2.1 :•ono 0.0 ceiling structure none 0.0 truss 2.2 none 0.0 4 R9 batt- insulation nor,e f 0.0 ilin 0.6 "ore 0.0 bottom finish none 0,0 5/8"g.w.b, 2.8 r:nne 0.0 drop ceiling none 0.0 none 0,0 none 0.0 pipes 1 mist none 0.0 pipes. 1.0 none 0.0 total 0.0 total 11.5 total 0.0 WALL LOADS Interior Wall psf Ex crier Wall psf outer finish 'I,'2" g.xr;b.' "` 2.2 hardfb sldfng 2.8 rigid insulation _ndt16 . 0.0 n�,: a 0.0 fire layer . rti _}'emsA 0.0 ..;...;.xsai 0,0 substrate none 0.0 7116"osb' 1.6 16'oc framing 2x4 1.1 2x6 1.7 R21 oaFt-2 1 insulation R15 sound 0.1 wal�si 0.3 interior finish 112"g.sr4,h. 2.2 '1.2 r_i.."i.b. 2.2 total 5.6 + total 8:6 Basis of design SIMPLE BEAM',-=Ll fott 1.[_dad_ Job Lambert Beam number: Floor Joists.xlsm Species/beam type" 2X.DF-L #2 Level: first floor : span 1 16.00 feet location or line: floor • repetitive no. Type: rim joist Fb load modifier 7 day duration Use: Floor - 1"deflection in 360.00'inches 6-Dec-16 group area type load plf design properties Live Loads - Beam Width b: 1.50 inch LL floor 1.5 sf residential -, 40.0 = 60 weight per foot: 32.00 lbs LL attic 0.0 sf ordinary 10.0 = 0 subtotal: 60 Fv: 180.00 LL roof 0.0 sf 4 to 12:12 16.0 = 0 E: 1.60 x1"0^6 subtotal: 0 Dead Loads fc(perpend.): 625.00 lower floor 1.5 sf 11.4 = 17 fc(post): 1350.00 upper floor 0.0 sf 12.0 = 0 deck 0,0 sf 0.0 = 0 Fb: 900.00 flat roof 0.0 sf 0.0 = 0 load modifier(CD): 1.25 sloped roof 0.0 sf 11.5 = 0 repetitive factor(rf): 1.00 roof deck 0.0 sf 0.0 = 0 Fb: modified: 1,125 Interior Wall 0.0 sf 5.6 = 0 Exterior Wall 0.0 sf 8.6 = 0 design deflection A: 0.53 . inch Beam 1.0 @ 3.8 = 4 subtotal: 21 snow loads _ - deck 0.0 sf .'5.0 = 0 flat roof 0.0 sf 5.0 = 0 sloped roof 0.0 sf 5.0 = 0 roof deck 0.0 sf . 5.0 = 0 subtotal: 0 total LLR= roof live load 0 total LL= live load 60 total DL= dead load 21 total S= snow load 0 Floor DL+LL 81 Combinations= n/a ilia - Governing(W)= (largest combination) 81 reaction V= R= zt = 647 # • uniform w=, 81 .pfl. ARa AR 647 647.. . Lite = 2X-DF7t 42 ;x 11;25 0.12 bd ft 60 _beam# 12/6/2016 Prepared by Mike Underwood, NA Page 1 SIMPLE BEAM -Uni arm Load(cent) Job Lambert Beam number: Floor Joists.xlsm beam height d = 11.25 inches • Bending. moment M = ' 12 *12 31,035 inch# 8 section modulus S= bd^z 31.6 in"3 factor of safety 6 check bending Fb= s 981 < 1125 (design Fb) _ PASS 1.1 Shear. . 3V (. i. horizontal shear Fv= 2bd 57 < 180 (design Fv) ,. PASS J 3.1 Deflection J moment of inertia I = bd"3 178.0 inA4 12 deflection D= s *w(t 4) 0.42 inch < 0.53 (design a) PASS 1.3 384 E*! _.J . ._Posts and-Connections . . load + add + add = total axial load reaction-Ra= 647 + 0 + 0 = 647 lbs post a reaction-Rb= 647 + 0 + 0 = 647 lbs post b post Ra post Rb unsupported l= 7.0 ft 8.0 ft post material = (2)2x DF-L #2:. . 4x.17P-L #2 fc(post)= 1350 fc(post): 1350 post depth= 3.00 inches 3.50 inches post width = 5.50 . inches 3.50 inches Grit.dim. = 3.00 inches 3.50 inches l/d = 28.0 < 50.0 ` PASS 27.4 < 50.0 PASS cross sec. req.= 0.7 in"2 0.7 inA2 Post area= 16.5 in"2> 0.7 PASS 12.3 in"2> 0.7 PASS Post Cap= Post Base= • • • 12/6/2016 Prepared by Mike Underwood, AIA Page 2 SIMPLE'BEAM`-'Uniform Load(Cont.) - Job Lambert Beam number: Floor Joists.xlsm footing • soil bearing = 1500 psf from basis of design req'd=section 1 soil Ra= 647 # Rb= 647 0.4 ft"2 0.4 ftA2 min. =I 7.9 I in-sq min.=J 7.9 I in-sq Use: Post and Footing"Ra" P= 647 3.00 x 5.50 (2)2x DF-L #2 past 7.00 in-thk (2)#4's e.w. 18,00 in-sq Use: Post and Footing"Rb" P= 647 # 3.50 x 3.50 4x DF-L #2 post 7.00 in-thk (2)#4's e.w. 18.00 in-sq 12/6/2016 Prepared by Mike Underwood, AIA Page 3 • • ITy OF ANACORTES "AS-BC ILT" l Sewck . ?dR ACTOR: #A JIG• •• `LAT(DIVISION; fr. ,j e la a e. 1 . 4 4 �8` BLOCK AT ADDRESS: /2 /2 , /4. ' 0'74, )ATB: T SCALD • • • -� ! -- e r � f r - - i' i r•` � 1, 1,; ' I _ GI CAVE STREET(s)ON GRti)'MAY: . . "AS- l;:cr MT OF ANA COB. .S� "AS-BUILT" 0 Stoma ►TTRAC FORt � � . , /1 , 'LAT/DIVISION; �'�r'.0-4 / 0,i'Y) ,C_l 'K 7L . BLOCK )ATB: // /2 2 / / R1 ,ii. . , SCALE y 111111111.1. gi t r _ 11111 inn , . ii. , , . „ , .. ,. _ . Eillimill .,: .,.::1 lassionintion 11 illilliiiiiiiiippuIIIIuIIuIIIII , . ...,......, , , . . sysiminisiminormat . :itang immw,m7:: : ,•-: :-r,.-.:si'i .'.: i:- .. smowignomi :"III inimmit. . .::', -T3 "a m , . ri 1, trt .7.:_,:_ S'1111111111111111 -''i t J'. 111 141111.11111111111111 '1•: - .': . ';- '=:•.i. • . ., ,::1111111111111111111111101111111111: ,.,••::11 : 17,4: , - Imillillit ,L,::,- : l ''' , - ::' mmusumippmuniii . ..::..,,pil ... . ,::: "pm „, , , . :,4 - ':'''' ft.'• L It'll . '''. 11 ...'.;;'''' ..- . '."' ''.-:" : ::' . .Ela I - ' - .:. a 4TE.S ET s)O : I'{Y i IN .7.8 \ I I i.__T 1 la INV.8.3 4 ] #122 T)in 1519 _ 1516�'n z o - s - 'o " 121E 121 1210 20 - _ , _ Iui ii2- -Er C - { 1 ,1_�� � NC. - S 16TH'11‘.-----5,:i5‘,:fi_7 a, T . 12{ ---iirr+ I L ►ay. , `f i O 11 i 1-1 109-120 L1 t r " -I 1 ANACORTES PUBLIC WORKS DEPARTMENT -14tSteven Lange, Project Manager -'t4 P.O. BOX 547,ANACORTES,WA 98221 PH(360)293-1920 } t1fv E-MAIL:stevel@cityofanacortes.org FAX(360)293-1938 I C10126 Memo Date: March 13,2014 To: Paul Ingalls From: Steven Lange Subject: 1212 16th Street Required Improvements cc: Don Measamer, Eric Shjarback, Jim Baldwin The Engineering Department has reviewed the documents submitted with the Building Permit (BLD-2014-0015) and provide the following comments and recommendations. Water: • This property is serviced from a 6-inch Ductile Iron water line located in 16th Street. • It appears that there is only one meter service for the two existing residents. It is requested that a second meter be purchased and installed to accommodate the existing second residents. • The proposed residential unit#3 is required to install a water meter. This will be installed when a water meter service is paid for with the Building Department. Fire Coverage: • This property has fire coverage from a hydrant located at the SE corner of 16th Street and N Avenue. Sewer: • This property is serviced by an existing 8-inch PVC Sanitary Sewer. • City records indicate that the property is serviced by an existing side sewer stub, which it appears may be utilized by the existing resident #1. • The proposed residential unit#3, based on property As-built information can connect to the 6-inch PVC side service stub that was installed during the construction of existing residents#2. Storm: • This property can be accessed by an existing 15-inch Concrete Storm line in 16th Street. 0`dap dp • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste • Transportation•Equipment • Capital Projects • Development Services 4`W A. Erosion Control: ■ Per the Anacortes Municipal Code 13.36, this project is required to complete and submit a Small Parcel Storm Water Plan, see attached. Street: • Per the Anacortes Municipal Code 15.20.040, sidewalks are required to be installed across the frontage of the property. • Due to topographic constraints, the sidewalk shall be installed adjacent to the back of the curb (Anacortes Municipal Code 16.32.020). ■ Sidewalk width in an R4 zone is 6-feet. (Anacortes Municipal Code 16.32.020). ■ The Driveway approaches for existing resident#2 and the proposed resident#3, shall be a Type 1 type approach. See the WSDOT Standard Detail, F-80.10-02 Cement Concrete Driveway Entrance, Type 1. • Maximum width of the driveway at the street is 20-feet. (2011 EDS Standards, Chapter 3, Section STR-28 —Access). • Minimum distance between driveways is 30-feet. (2011 EDS Standards, Chapter 3, Section STR-28 —Access). • Frontage improvements shall be constructed to meet WSDOT, City of Anacortes and ADA requirements. Garbage: ■ Will be serviced of the alley way behind this property. Other: ■ See attached WSDOT Standard Detail, F-30.10-02 Cement Concrete Sidewalk. ■ See attached WSDOT Standard Detail, F-80.10-02 Cement Concrete Driveway Entrance, Type 1. ■ All work within the Public Right-of-Way requires a Right-of-Way Permit. See attached. Thanks, 6_,envm:fL • Steven Lange • .tom �o d IK • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste • Transportation •Equipment • Capital Projects • Development Services �w Page 1 of 1 Ingalls, Paul From: Michael Lambert[michaellambert911@gmail.com] Sent: Thursday, February 06, 2014 6:16 PM To: Ingalls, Paul Subject: Re: Review Hi Paul, Yes there is already a curb cut on the property. The second off street parking is the driveway I will make the driveway wide enough for possibly 2 cars wide, some what similar to the house I build next door. As far as the rest of the questions I will forward it the my architect. I will get back to you with the requests ASAP thanks. Sent from my iPhone On Feb 6,2014, at 4:56 PM, "Ingalls, Paul" <pauli@cityofanacortes.org>wrote: Michael, I have completed the plan review for the home at 1212 16th Street, and I have a couple of issues to be addressed before approval. 1. Is there an existing curb cut on 16th Street to serve this residence? 2. Where is the second required off street parking space (the garage is one)? 3. Wall line B on Sheet A3.2 Lateral plan does not meet the requirements of IRC Section R602.10.2.2.1. What serves as the east end braced wall panel? 4. "A Portal Frame With Holdowns" (PFH) is called for at the sides of the garage opening. The "Continuous Portal Frame"detail on the Lateral Plan is not referred to on the plan and should be replaced with the Portal Frame With Holdowns detail from the 1RC. Paul Ingalls Building Inspector City of Anacortes (360)293-1901 Incoming and outgoing ernails with the City of Anacortes may be subject to public disclosure and/or records retention requirements. 2/7/2014 A )( 0 1)4` N) ,,,c_ii,,,, ,N,, ,,, L b--., ,5 t....._21 72 ____, _ ., _ . ' 1 _ . . _ _ . . ._ I ii . . ._ .. _ ., = .L„: . . . _ , ..- „ _ .. - ,i , , . _ . .:. . . r .___.../ .. -* 1.41 Pcs -rA•k17 94? Rte t,4 li — '-to ,r2,4, 3 r I h 1 -* EDS 5t5 I .. l - -. ' tee'4 � I''. 1I /101 [íO (13 I -1- , ' Z14 ! 121C I 1 I, 1 12 , . ' k , I I I 1 i h __ \...,...., 1 1 1A 1 � 1 17 1 i j 1 U 7 I► I Li -- - 1 y1 i„w tit . 10,, U,.... 16TH ST. . 0 ,,,, , oe,,i,„,„ „:_,..,,,,,,, , 1 ' � ��' J 1�-_� t�`�. cry rx�S �� FACE OF CURB VARIES 12"TO 24'` S FACE OF CURB FACE OF CURB , _ FADE OF CURS , VARIES a 1t2" , /{ 61f2" VARIES FROM S"UN)TO 0"ON,1^ 10'TO 22" 1" MAINTAIN 1I 116V SLOPE t —1' (BEE CON RAC't) t•(TN)R. a ix 1' VARIES _11 UN) ON SFD6OP CURB 1k /r 1"(IN)R _ MATCH ROADWAY 17 MATCH ROADWAY \ R. f MATCH ROADWAY 7 R. MATCH ROADWAY • SLOPE SLOPE \\ /r SLOPE SLOPE 1!3^(IN)R. 1/2-{IN)R a• m J /UT(IN)R. . a Io/ 1R'(IN) ROADWAY 11R"OM 1tOPD1A{4Y iL ROADWAY �� > .' v. 11 \ROADWAY `.1 / R. 0, ''2.DS6�p R. .a - a � I wP .`p \ e ` w, _ > - •,e-.• a' FLUSH Wmt GUTTER PAN AT CURB 'I I ``l- t.-g. UP RAMP DRIVEWAENTRANCY-ENTRANCE ER1lG4L I,. 11 ur 11-In' 1,-6. 4R' i DUAL-FACED CEMENT CONCRETE CEMENT CONCRETE DEPRESSED CURB SECTION ��Y' TRAFFIC CURB AND GLITTER TRAFFIC CURB AND GUTTER AT CURBRAMPSAND DRIVEWAY ENTRANCES 1R'UN)R. �1 1"(INE R. CEMENT CONCRETE NOTE CURB RAMP,LANDING,ASR VT CONCRETE OR t2"cm)R. On trRIVRWAY ASPHALT CONCRETE 1,,(EN) 1. See Standard Plan F-30.1 O fur Curb��nsiOn and SFDEY/ALK OR PATH VARIES FROM R. ENTRANCE Contraction Joint p ng and see Standard 8-(W)TO 0"(IN) S}1acHtca�an Sections 8-04 anti9-Od for , 6' i NMI. add 6on em ffiiiiillial FequlleslLs. sir(IN)PREMDLDED JOINT FILLER (44HE1 ADJACENT TO CEMENT as'UFO',REMOLDED CONCRETE SIDEWALK! JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURB AT CURE RAMPS,1ANDINGS, AND DRIVEWAY EMTRANOEB w p4 rd5g FACE OF CURB- FACE OF CURS FACE OF CURB ",O. � 9 �vAu:Es1z'mza°� r-FACE OF CURB y' 1 c A VARIES Y E TO -t" 617' 7114" rs7 .. (S£E CONTRACT) 61f1" !- 1 12MCI "(I[1)R. ; 14 'P--,ea... c1 a. t"{IN)R t7"(IN)R ire(IN)R 1"ON)R. in"(Ilv')R. A.P,. $T$A-.0 ROADWAY .ff1 ROADWAY I Sn ROADWAY ROADWAY �QAAL �' iVV 1 6� � r 17 / '! Bns,y.FJ T i--+...... "y .^_,/ M1,ay 6 eta 331 PAS • SCTEAMN"TDANDCOPNLACREN 74 OCU.1:it I 1 3/4' I j I .I 31q' 1 IS 1f4" ! S 114" I SHEET 1 OF 1$HFEl' I I /n� APPROVED FOR PUBLICATION s r.r,a7xs rnt DUAL-FACED CEMENT CEMENT CONCRETE MOUNTABLE CEMENT "WE �"O"M' CONCRETE TRAFFIC CURB TRAFFIC CURB CONCRETE TRAFFIC CURB ;war a scn,e,po q.n n1TK .y,m xcn - may -/ VARIES(SEE CONTRACT) `\, f/ Y f ['ROOMED (SEE NOTE 7) \\ VARIES(SEE CONTRACT)• NOTE 1} I FINISH(TYP.) GROOMED r , { CEMENT CONC.PEDESTRIAN CURE(T�'P.) 33/Er(IN)EXPANSION JOINT(TYP.)- FINISH(TYP.) DRIVEWAY £ (wl-ION SPECIFIED IN CONTRACT)- I SEE STANDARD PLAN F•3o•10 NE ENTRA C l� I SEE STANDARD PLAN F-lass LK 7 9VB"IN}EXPANSION JOINT \ , M ) 3-(IN)R. (TYP.)-SEE STANDARD CEMENT CONC.SIDEWALK 1 CEMENT CONCR� \' (Y� PLAN F-32.10 6SIDEWALK (TYP.) MATCH SIDEWALK va DTH ,p. , - .....„:,,.:), Fig.... . • (SEE CONTRACT) ..,, III } - MAI (SEE CONTRACT) ��� ` 11; IM ___.:4 P• J E._ an_ DRIVEWAY PLAN VIEW CEMENT CONCRETE + CEMENT CONCRETE CURB J 5-Cr -G TAPER(TYP.) TYPE 1 ©+ CURB AND GUI I sIs i AND GUTTER(SEE NOTE 3) _DRIVEWAY ENTRANCE (SEE NOTE 3) 5 NOTES (TYP) (TYP.) PLAN VIEW O• SIDE SLOPE(TYP.) tb'MAX.(SEE NOTE 6) VARIES 16'MAX.(SEE NOTE 6) t. Wnen the driveway width exceeds 15(B),construct a full depth TYPE 2 GRADE (TYP) (SEE CONTRACT) ((SEE Expansion joint with 3/8"(In)joint filler along the driveway centerllns. I!Y(IN)UP BETWEEN See Standard Plan F 6.10.Construct expansion Joints parallel ROADWAY GUTTER BREAK GRADE GRADE BREAK with the centerline a5 required at 15` fl1 maximum spacing when [AND CURB,OR SEE G ( (SEE CONTRACT] • (SEE CONTRACT) ;El BREAK ;NOT STEEPER THAN ** driveway widths exceed 3()'(ft). CONTRACT PLANS f ROAD GRADE _ 2. See Sfa ndard Plan F-36.1 f1 for sidewalk details. 11T(I N}R.ciTE.) S. Curb and Gutter shown;see the Contract Pawns for the * m j GUTTEDEPRESSED (EE NOTE 3 PEDESYRIAN RAMP PEDESTRIAN RAMP > • a curb design specified.See Standard Plan F-10.12 for - - - _ CEMENT CONCRETE m • Curb Details f •'•- --:- - SIDEWALK(TYP.) SECTION ( A ] NM EXPANSION JOINT(IYP.)- DRNEIHAY'J ) �/ SEE STANDARD PLAN P3p.1B 4. Avoid placing drainage structures,junction boxes (SEE NOTE 7) SIDEWALK pR[VE4lL4Y DAMP or other obstructions in front of driveway entrances. 316`IN)EXPANSION JOINT(TYP.)- I 1I2'(IN)OP BETWEEN SEE STANDARD PLAN F-30.10 r ROADWAY GLITTER 5. ', ere"GRADE BREAK"is called out,the entire length of the SECTION C Ik (SEE CONTRACT) (SEE CONTRACT) AND CURE(OR SE ',Mereline between the two adjacent surface planes shall be flush. 1/2"(IN)R /CONTRACT) / 6. The Pedestrian Ramp length is not required to exceedl5 feet LEGEND l gyn.) I a / DEPRESSED CURE (unless afhenwlse shown In the Contract Plans).When applying — SLOPE IN EITHER DIRECTION > ISEE cDtiTRyc>1 �E 04 {SERE NOTES the 15-foot max.length(measured from back of sidewalk)the 1,6q OR FLATTER RECOMMENDED FOR -r, `.•- _ f running slope of the pedestrian ramp is allowed to exceed 8.3%. f* DESIGN/FORMWORK(z?6'MX.) I - •'" -'_ Use a single constant slope from bottom of ramp to top of 7.5%OR FLATTER RECOMMENDED FOR c���T z L IIII -IV DRIVEWAY RAMP J } rampto match into the sidewalk over a horizontal distance 3ra'(IN)EXPANSION JOINT rITE.)- f of 15 feet ** (SEEDEsi N IPORMWOR7C{83%L7AX.) • OF WASg�,. l . DRIVEWAY (SEE NOTE S) ��-y4,y SEE STANDARD PLAN F-3p.ip IEEE NOTE 7l 7. Beyond limits shown-Pay item does not include driveway. �• 'cam 0 SECTION O See Contract Plans. m T"'CEMENCONCRETE DRIVEWAY ,,��:": I z ENTRANCETYPE 2"PAY LIMITS 7.V"'40' l c "CEMENT CONCRETE DRIVEWAY S 0 CONTRACTION JOINT(TYF.)-SEE STANDARD PLAN F-ap.ip ' 0A•.PF 2esBa.O C 5 E ENTRANCE TYPE 1'PAY LIMITS g �5 FOR RAMP LENGTHS GREATER THAN 8'-Cr PROVIDE d, or sT�& ♦'7 ' CONTRACTION JOINT EQUALLY SPACED 4'-IY MIN.OC. \..'ri1'rUNA). „.AO m Olen Scott y. • DRIVEWAY —� �� I4n26l644sFM (SEE NOTE 7) ' � DRIVEWAY a (SEE NOTE 7) C MENT CONCRETE . S. ' /� j� DRIVEWAY ENTRANCE CL A000 CONCRETE CL STANDARD CONCRETE �/ TYPES 1 ,�,3, F.4 { PER STANDARD SPEC&I}f:3 �'I PER 57ANDARDS REC.8-ps.3 STANDARD PLAN F-S0.90-Oe4 SHEETI OP2SHttlii / •/ APPROVED FOR PIJBLIGAT10N e.45,5.eet's' 4 1415sa1fl,lw ISOMETRIC VIEW 1SOMETRfC VIEW erAre ow.r>vruvEEa TYPE I-PAY LIMITS TYPE 2-PAY LIMITSig dnp cn Stoll,o.�N��oe�T w.Po„ � - • (3) STREET STANDARDS JULY 2011 1, Cold mix asphalt Is used as the temporary asphalt surface layer. 2. A Performance Bond is provided to the City of Anacortes that is the cost of repair(See AMC 12,08) x 150%. 3. The Contractor is responsible for ail maintenance and, repair during this period. STR-27 • CITY-OWNED UNDERGROUND CONDUIT AND VAULT REQUIREMENTS The contactor must obtain a Right-of-Way Permit to install underground conduit in the right-of-way. See AMC Chapter 12.08—Street Excavation Permit Requirement Install 18-30 inches deep within'and parallel to the right-of-way. 4-inch diameter solid wall polyvinyl chloride (PVC) pipe conduit conforming to ASTM D 3034 SDR 35. Installation under roads and high-traffic locations, i.e., parking lots, require Schedule 80 PVC pipe. Maximum 500 feet long conduit between junction boxes/vaults. Joints must conform to ASTM D 3212 using elastomeric gaskets conforming to ASTM F • 477. Conduit ends terminate at Type If junction boxes conforming to WSDOT Standard Plans J-1Ia. or other approved underground vault equivalent to 466-TA Splicing Vault (Utility • Vault Co. (800) 839-3500)with inside dimensions of 3'-5'W X 5'-51 X 5-1%/eD. The contractor must submit conduit and vault as-built drawings showing the right-of-way and property corners, offset dimensions, depth of installation, conduit diameter, and size and type of junction box/vault. Mark conduit with detectable orange colored marking tape or wire prominently labeled "Caution Telephone CATV.' STR-28 PROPERTY ACCESS STR-28.1 Driveways Driveway Standards Measured Curb to Curb Minimum to Property Lino 8 feet Minimum Between Driveways 30 feet Minimum Tangent Curb Length to 50 feet Intersection 20 feet 30 feet 'Maximum 1Nidth at Street Residential *}Commercial <_ 250 feet _< 125 feet Right Turn Only at Signalized Intersections Arterials Collectors Right-in-Right-Out Only When Safety Warrants * Driveway cuts in sidewalk required ** Unless topography or traffic volumes require wider. CHAPTER 3 STR-I5 ?.Access Road Construction collide access shall be ilralls unless otherwise approved by the offic'al. Agravel construction road shall be install( remove as much mud end dirt from theve possible prior to entering the public ready effectiveness and efficiency of the remove satisfaction of the official. E£candaions are such Mean lnsufficlaet a material Is removed from the tires by cant, aggregate,the tires shall be washed prior public right-of-way.If wear from this prod directed to a sedimentation pond or other sediment trapping Imp for treatment prier the public storm water system. The entrance shall be maintained In a car prevent the ranting or flew of mud ante th of-way.Periodic maintenance of the egtri the removal and replacement of&ogregab andfor repair of sediment trapping device: performed as conditions dictate or as fibre official. Sediment tracked onto the public roadwa) (tanned on at[east a daily basis, 2.Soil Stabilization NI exposed soils shall be prevented from Stormwater Management or ants natural or artificial drainage oyster sRequirement storm water siteplan 6,Stabilize channels and outlets:erosion cutlets to beprevented as with nod or ter vegetIcation ation, plastic Includingomeng,be 4 sod c ton of gr and b s hot(reas to h. See site plan,for property Imes,location of building and drives,and surface run-off and with stockpiling of removed materials.Downspouts toile application of ground base on areas to be existing patio and iandscape areas near the additions.Other Into tight line and run to sloping grade to be dispersed by rack out fall away requirements are noted an drawings. from house with a 59'vegetative buffer.Per BMP T5.10,provide splash control at locations shown on site plan to provide no more than 700 sfof 3.Protection Of Adjacent Requirement#2.construction stom}water pollution prevention Impervious f Properties 1.Mark clearing limits:clearing limited to building site as shown on site Adjacent properties shall be protected fro plan. 9,Control pollutants:potential pollutants shall not be stored an she.Ail deposition by appropriate useolvegetate solvents.paints,gasoline,ails and other chemicals to be removed from the sediment barriers or filters,dikes,berms, 2.Establish construction access:construction access is existing and site at the end of each work day by the contractor.Concrete wash-water will by a combination of these measures and shown on the site plan. return with truck and will not be dispersed on site. appropriate BMP's, 3.Control flow rates:n/a. 10.Control de-watering:nla.,as per Pt 4.Maintenance 4,Install sediment controls:naturai vegetation blamed where practical. 11.Maintain brigs:bmp's will he maintained.Inspection will be completed Ali erosion and sedimentation control me Provide slit fence as necessary for protection of sediment deposition to after run-off produdng storm.Contractor to manage and maintain all Alt erosion and regularly inspected by ih� adjacent areas,install silt fence per department of ecology's guidelines BMP's. mapplicant order in continuedcted e for BMP C233 at locations shown on storm water she plan. pPP 12.Manage the project:management of project fallowing the plan detailed during the like of the construction.(Note: 6.Stabilize soils:sedimentation trapping measures as shown on storm above will he done by contractor, maintenance,sty f county building Inspp water site plan fell fence).All soh stockpiles shall be covered moth piaslie, suspend all authored work on your pi,* mulch,or straw ff not worked after 2 days In the rainy season(Oct.1-May Requirement fill:source control ofpollution corrective measures are completed.) 1(or 7 days in the dry season.Al exposed soils,stockpiled or at final No new source pollution. grade,will be stabilized as above and surrounded with a silt fence until 5.Unusual Events such time as natural vegetation provides the same level of protection. Requirement#4:preservation of natural drainage system. Any adverse effects of increased runoff(i Natural drainage to be unimpeded. storm everts)resulting from land distribu 6.Protect slopes:excavated materials to be placed en uphill side of shah be controlled by appropriate meet u exposed area. requirement#5:On-slte stormwater management. possible.Additional erosion control rhea 7.Protect drain Inlets:all exposed medical tight lines to be covered until BMP's will be Inspected and followed as outlined in requirements 1-4. critical your protect is IocatEJ, final connection.Other drains to be buried in drain rock criticall necessary area. Stormwater Management Tesc Notes1 O 1/4"=1'-0" O 114'=1'-0' -- .... � ..�. !lid&I . - I lig fM A — . project Site 'p'�*� 1 ...�}r • �. -�r' I rt • ill „ F. A' 70I ' O. I . r-i V: ig' I.- i v };} • 1k V. •�" P 2,8 surd wag wl suds 8118 inches on c•enlcr, IR'gypsum wall doardoninldor,2,21 i�r 8!8'XI3'anchor bola,emhedded7'Imo Inwlzoon eIcom,v1141 1632'oor1wusxell wn:4-61.014',0'ot and setbehnaen3 sheamfng aleapalon-Mouse map'maslure 10/[112'l1an board end MV13'X Leta. oarderand odog pan eleragms, 3'X 114'Irikkwas6ers.Min.(21 A6:5 II��,. insulator al gaeese4mhaaled 374'T3G Iva ', par board(R403,7,6,9 Ile gsMargxd eopIrona1 p1ymoi•3 Gneu .', washers a pmvlda en castor gasket -,r lo am:etng members ',- between waster and all plate, 12'high metalgashingandY Menuhchsened l{oilsee plan(sea plan Ylil 446-or cone al munklashing b dnecgon).R301nsuaga7 4'rigideghtIlne doenspa0 hale, ►►��•• —.--", —,---�girai_ _I.: lie took;slams sewer. F.11: 4'mr,aelesbbxilh Ylidened haHal Wall iiiiMBEREffin inliggifff •"'.la-1 code - - — 12 cancefe roendagon veal w1W46are ', r I A'o n,tat 044 bars Ql4'o,c.vcre fi1Wrhtric I— — 18k1'wncre:eessangW(2145 bars cont. P ,4)' • "...;.!'s.i. if,'s. 411112'mk ofdng halo, ��. .',•"t•r•:'f.4. vAN 12'mkt of drain rock 1 I I f I—I 1 1 ITI 11 11 rover-lie m storm sewer . 0MILhladavapa barter 6 6 0 typical foundation detail m.°d� foundation at porch/garage garage door slob leinfaced oororele.aeross pint :lope garage slab cot laposihve Aanage prep irom shuclune Ff419'ohsel-vsdfyvdM'doars¢e 13'saw eu14114 slab daptl•saw 4°m+crFle slabwr*6 m'I v4por v4fi1n 4 to 12 hours of pouring slab gaesxrele 6iwaaap system earner on 2'weal bed s tN� I ll l 1 111-1 I:=L ='1'�cte4frl r- -I 11- -1 I I,111— ,,m _ role: I — conenuous fooling locale pint al ncnmea ling wallssehere possible Fnd at O,H. door control joint D4sA6 Wag ea,slut al 161nches on ca•la 112 gips■tall board co Inle1a,R21 I' . ..nelmm,with confinuoua wall `fi. =44/2olexkrio,'house anap`mdslsre ;Mu cndddng per aye bos. 2,8 p..pla14 II W3'X10'antlnor balls.embedded 7'ihlo 4'cane sesb per 8 rail vapor barrier on . 11 corccets14,1'o'a and seibeireen 31R\ 2'gavel bed 42'loam board ends with 3°X3'X III'lei. Z NI buieing paper crvarirbemer �'j, II washPS.Kn.(3Jh.21 per board.Ito A 4'comma slab oysr 6 mil •.I gakanted washers or provide anlaelxfcega (2)N4's wnllnwus x raps eameron 4'gravel bed .:i betrneenwnshorand sill pixie, 3 y :"r:r+ r(1—f s_..• -.s. gaade g g11 —.' II: — ! 4°rigid Sghalnedawuepoel 6'ccncrele foundago wall I— Aar con b rAyllghl —.tly- I'P wig4 bans le'a lc tori I �' ' -' 1141ars aS 13'okver'. 1 '-' gtx f.rk mY 107'concrete foadngW -. (2)44 bars cent gin ' 4'lgd pert.foohngdtaln. firm,uM0lo0odeaM WI 12'min,or droll rocs cow run In daynghl 'a thickened edge detail ® typical foundation detail at garage a 1 s 1 i a' fill ell . 1 _ I 1 lower roe — perimeter al beer wars 12.6 Y� rel . `I I Fee)� Inv Il reg bath 2 f 1 L_ -I L-'1 Door Schedule 4,3Iy Model I Width Height I Count Description I Hardware l h <voz) r;PD3J g Meaot.,. rr_L—' 33' n.-o- -Cr tore mi W tvmy - D3 2-6 C-6` i C4 P-P C-6P' / �, r Pet 191 bedroom suite Pakol D.1' I nnnle el 6'-M 6'-0' • aao Caantl to I15 '... / Window Schedule \‘../ Window Rough Opening _ eo" Mark Width Height Count Description Comments s3 . --_- _ AI nM q.5' o .A.ii w c' -- III '�---1 P2 Z-6' 1'.6' 6 — et r u- a Ir 5 f0— d . 105larel - Pa z-s- a-m Y,vwptra7 - Pe Y-6' 1'.s' t r,t4t,P`~ 1 4 lZl tl Wt.! 1'-s- s-a 3e F,D?WI lqu turel Next yrn closet ,� oe 1 e am Ili -I be Floor Plan Legend —Fig s4. el °" Key ' 1 Value Keynote Text - down coca: n hall A01 Provide backing in ail bathrooms for towel bars,toilet paper holders, Medicine cabinets,etc.Coordinate with owner for locations. — i [ A02 Handrails:36"above stair toe,provide 1 112"diameter rail,set 1 112"off ®sd. wall M O 3 A03 Guardrails:36"above adjacent finished floor. Space uprights so That a 4" ELO ® u f 2200 nln.attic access _ sphere cannot pass through the guardrail plane,4"min.between floor and �-\ bottom rail. Ifi, laiinrlry 3 A04 Fireplace:gas fireplace-zero clearance raring as selected.Install gas l I ' bedroom is fireplace with clearances and combustion air per manufacturers Q 1 — E recommendations and by code. 1731SP '; —1 5 Al 2 Disappearing stairs or 22 x 30 attic access panels with 518"g.w.b.cover ir. panel and provide wheatherstrip gasketing-see 831SP1.Provide min 30" lower roof > head clearance. Use plywood dams to control calling insulation as required. ct 10315P1 z Al5 Emergency Egress Path,see 1021SP1 Alb Garage Separator.see 1061SP1 n A17 Garage Door rating,see f OOISP1 . . —a u— EOi smoke tleleclor with battery backup-see 10415P1 Fs C e HDU2 Simpson holdawn ]-p 2-e 2,0 2.11¢ 2 e 212 2.e 4 HD114 Simpson holdawn a_tr 5 a.tl M07 Exhaust Fan,see 145&1461SP1 2.-e x MO8 Clothes Dryer,see 1441SP1 • A3- Second Floor Plan o114"=f'-0" re>7seJ 54-23-15 .tO • s Haw,ode.era.NU 5,1.._ I I Prcc_'pve RFFdaale m'<❑.Arlcaf,n, lei __-_ 0 I - -.v[tr'ao-taMY. W uNm.Ppe6 856P1, n 4.py- 9.4.16r4km1.-e5n" -9l0 14 -/- ..n:97...o+mr' u 19.419,.9.m-aera1, Wad CakLaunmS I Le.11.76e,e11v I I hand ealeolaYn: • .....I10 k.:1.= f+mr✓ec..P 1_-8 1.00 100 I bin,c.cer.f. 9 I01 ir9 Rod cer•woeMti.J't trill 8.25 975 0.98 »yr.r.,..S.9 _ "' 0.r5 - ,-----'-' SW 9 035 0.s5 - a 1,..9• -_ 11.dl UFn1 2 160 t60 s _ s Wind 9.osm19.l 0,11 1.14 I I I Fbrt»1 ell 11 I daeM Beady W.tNW1 Qyed Wrd F-du TdJ 1n.L ,eq'ied 9.ea.p Eaaf & l.C-ed enact Wui4f . WN Fes+, 1WVy.»a-'es:l0074 'y.>m ....4 ' t+"• ®eft9pl G1yr m r,1,.. hack-g krplh e,nw Y.t .raa Ike Ryas; E 6ai lusmua 1103 ''3.W.Ime r.xuve swa"mW iu.l m e,anµl wu..dod ..< in �N I� benl9 m,.la.a 3a� 606.0.4 60(I11219 I....•0021]]I21.coca h 961131 60.1001 Ian 5..1M C 1 CS-W., lla I 29 • on t ' ld F455 I Lk I 014.? .03 46 0l1 4 rr 24 cf.ErrS-Ni1-PT 20 all 1 ,.. -IA . al! , C5. r 9. - , f r1 . 23, -.. I A Ak, de .. ee �. Ok } <9�lie :6� 1.0 1.14 _ [. C G`-~NSR 00 21 1M I M 2,4 CV ,, 5.,.- .5 I, 114 1. ❑ C£ 13.8 S8 14: 130 X 5F ,4, F. Wy E G-va, DO 59 Ih 1 urc Gi 00 IN E C.IF ' IS I. 55 I. ., x no I li Its 1 ,u 19 I 11.5 I qt " 11t !. 1u 3,b tt R 5,49.99,19 C 99.119 93 1 ru I I Sc.*C.11k19.9 1 015a194119' 9 rr, 100 ',svy.T I4_P I Fs • W.1[1..dl*aj,P,Glllp,1 _ 1....1tml 4n.15.1 F:41C.29a04.41c9!„999cny,04.19 100 I j Er"11*.pEcnce13,03Y.nrtr sZca.il.ru.yll ra too rora&Ic,eu, Iyp„1 - . 11V andirEm _ _ nloeua41 _ nvme.MMO1a1 1 ,,,,,, a, -_--. .- I 6.bmk r.uor iabr 1W �_-_- �_____ aa�d a.mr'P Nelu. Rrs�"4 I eaQeu��a a.r� s.�'a.,too e.elre �a vn1 F0:..4 ED.]vra --- I.�ree la., W.4 sn• Merhod r.ralhlFl &aNg[IO�"� rns,,1:0 r m H.µa2 Iwylh S.'ua y -b _ k W f.e,a ,dal km'yml wm,ed u31 rt 0"' lrS'ltle &ai1114 lf-=yEq p tey, b�W tss 602104 Eo2n3G1 69.it a(411'�„•9�re 1� 9 �� '^) fA'+� vhtaa 31.oe11 w:55;i1 1,,exv a 6-HSP i0 1 11 1 15.9 1 ' l.I I 45s•a - 2 6-WSP 1E0 1.1 ti3 1 1 �_1 21A IX a � II o__ _a -_ue_s ____ -l-l-1-25a iV5-- Cx - 0. [a( A L6.1'RT 1l6 il 6 5 = 1 O.V __' g- ra,lye it3s 1!,5 Ifil9 _ _ 3 C ee-W3P _00_ 55 00_1_00 1.15.3- 1 1 RS 5.5 .Si a ❑ e-0 210 I CC 131 t 1 qt. 120 Y' o* - 16 I1G III III E 6-LISP 210 T6 I. &0 '1( -- -_ - 1vd- - - 16 -- ts.ra= 5a 44 ,..II I F I as_tay us I La Ill 1 1 to 4E a:I _ is-1_ I .t 1a 114 I Ie 91 I d: r QUpper lateral O Lower Lateral 114"= -r 1' " 6 1/4"=1'-0" b j. u revised S-7-14 , f#efdhW0 eAa3dY duaeyfilllsle[InkazetlwA NANO 54'depub 4o041P*:toeeix3l pawl) O &dcee M'6IVL'nB r }.� Eden tcpdd0019 toheaeer 10 Iwo 1 IME 1.1 EMI ran of ida sinker ink OW an,pp, ��=I y p '' B.I0 yy' 6' t}p portal frame anslnrdon 1000 b Shap apposite shea0,hg fi IOW hse S c • faslene0l 6Wng 0 header w16sd mow is �- 010131Rlle ' 6 or galranlad doxransIn 3'01 r41Wn as 214 past Ix a panel splice{a needed), Om and 3'.0 o.in coil framing(suds, panel cages shallbe bl0ded• 1] els113rg,and 4Ih113p- b and emmAi611n 24'o1m0d _ '...1Ilegh[.One rrnval0 rrrn with 16'ice we slorysvudure 11 - sheansrg4o.rlam1ng naPing is milt w5046'1'Imuse'm the Est li E required.If al docking Is ti • ed.Fla 1(0h muslbe naJed w of No dorysoures kgalwwry3)16dankes mitt 1»airamllg 1 • _- 3.5'On,thlOness wmd FWgam1JJ • mi0 .. ,, C BracedNlWe1's,16 concrete ad.3.111,rankg) � A 1 �1 see u067RW2I733illilL � inuII L ? ` ® Portal Frame with Hold-downs /J � . , 112"=1'-0" f 5 F \\\ 3 Mlethod-CG-WSP MelhOof-CS-PF Continuous Portal Frame 11 R Wood structural panel sheathing with a thickness not less than Gotlouous portal frame braced wall panels shall be ra 318"with 6d nails at 6"o.c,at panel edges and 12"o,c.at constructed per attached figure.The number of panels In s a Intermediate supports,per table R602,13.4. single line shall not exceed 4.Far purposes of resisting wind pressures acting perpendulcufar to the wall,the e Method-PFH-Portal Frame wl Hold downs Each panel shall requirements of figure R602.10.6.4 and Table R862,10,6.4 - s I be fabricated In accordance with Figure R602.10.62 The shall be met. There shall beo maximum of four braced wall iwood structural panel sheathing shag be a minimum of 316" segments per braced wall line, thickness, Hared MD One e --- i-• Method-GB-GvosumO r ram board ` 6 NOTE;Same or all of the methods Nally 61 screws at T'spacing at panel edges including top a listed mayor may 001 be used,See and bottom plates;for all braced wall panel locations for ., plan for belfouts. exterior sheathing nail or screw size,see Table R602.3(1); far interior gypsum board nali or screw size,see Table A' R702.3.5 3.P P CF155P 1 Shear Wall Legend A3 - Second Floor O f 14"=1'-0' O 114"=1'-0" a" A5.2 Id d_I.42 4s)dll.LU2 4x6 di.89 +W w«Rr eaPIIIIk a 11 WI IION1 % AKAIYYIIRC o.s- MIN. U TREAD yr Tscnrrm 1112:12 pilot mono roof rO5Uermma trusses at 24'o.a. _ .0 13328.1.11 410 di.4/2 ib>+rcaiv Rls. "�,I III I III 0 stair details 314"=ILO" (2)4x6 di,N2 4 < 1214a6d,f.to Gower Roof Ventila I� a Required:369 s,f.1360=1,03 t!l2:12 pdch mono roof (50%at Ridge and 50%at stay dx10 d.i.82 _� trusses at 24'a.c. vj o Provide at Peak 15 blocks wit' 2"dla.screened holes at 06 S I 5.25)11.575 M flush with floor system each=0,90 a t.>0.52 s.f.okl II Provide at es bc whh dla.screenedeav hoists15 alot.06ks S.f. %. I 0.90 s.t>.052 Si.old i ts I Rooflramfm Nol6e: 1.Layout Shown Pere Is For Sch 11 —I Design Only. 5 NM i 1 2.Manufacturer Shall Provide Anc • A51 8 —I Depineeredartment For ApTo al Paint Tc m I And Installation. ti I 3.Provide 2x overfill As Requlrei mi Designed By Truss Engineer. dbilolsl 4,A11 Truss To Truss And Truss" Connectors To Be Designed By T EngInaer, tto addill0ual foist directly 5.Typical Roof Pitch=1 112:12 2 order shear wall aims S- - 6.Typical Trues Spacing=2'-0"+ 7.Typical Truss Tails U.n,o.=m 1314'M12 stringers rice 6'ply. I I trd.831d'piy.users-typ.q�. 1 „ blocking between louts I tge perimeter ' ORoof Framing Ni 2 114"_1, t. —II I— z c floor framin4 notes: — — I . Layout shown here is for schema ® II` II Manufacturer shall provide ands angiufatur design tothee adi s approval phionto fabricallon and i e F Nljoist to lolst and Joist to beam .3 I • I desgned by truss manufacturer. xi I t 0. 4 i J 4xB d.f.�2 dab d.f.lt1 — — Floor sheathing: As.t 1.Use 341"cdx or OSB Slurdi fh K and nail Wl dog shank Bd's al 6' ' — 1 — — 12"1nthefold.Face grainperpa supports. 5 continuous metal gutter � 2,Provide said blacking in the Jo ! 6a10 d.f.92 beneath all past locations and be inset studs at floor to floor holdc E' -81 O A4 -Upper Floor Framing & Lower Roof Framing Plans ® Floor6Framing NE 2 601404 CERTIFICATE OF OCCUPANCY This is to certify that the below listed building or structure has been inspected and occupancy is hereby authorized: Description: New Single Family Residence Location: 1212 16th Street Owner: Michael Lambert Constructed by: Lambert Construction Building Permit#: BLD-2012-0120 Date issued: April 30, 2012 Occupancy Group: R-3 Use Zone: R4 Dated: December 4, 2012 Authorizing Official: �� ...,.___..._ _02t. 0_/15, 20I2 001 1 s 1. _ _O� ,0 .00 Engineering and Development Services �t�0 ‘4-4.i.G 1�Y (1,A PO Box 547,Anacortes,WA 98221 , TN:360.293.1920 FAX 360.293.1938 © EMAIL: engineering@cityofanacortes.org co) RIGHT-OF-WAY PERMIT APPLICATION a RCW 19.122 Underground Utilities ��` '`4CO8 CALL BEFORE YOU DIG -(800)424-5555 ''•p•W•v- Appl' t shall submit application 5 days prior to start of work and application shall include: a11) Payment of assessed fee Crating proposed work and its location. See checklist on Page 2 of 2. ce CG 2026 or similar. City named as additional insured. Minimum$1,000,000 each ccurrence,$2,000,000 general aggregate and$2,000,000 products-completed operations aggregate limit. (4) Proof of both state and city business licenses nnBond—Construction cost x 150%before work begins 0-(-6)-Etta en Agreement Required To be completed by City: ❑ Yes ❑ No i Site Address: City Approved Exemption 0 Yes ❑ No / 7 411 C1 /j EDEN ASSIGNED PERMIT NUMBER: / !b c3, /`f� �� ROLL) - 0Ia - 005I Parcel No. • Owner Information (Required) Contractor Information (Required) Name �j� / Name ` i 4/i GyJ ) L4,� � / rG(- -Y e✓io'► 6 I Address Address City City Ah el co c449 j A4. 12-L) / Phone 3 60 3 d3 —0 s 0 T Phone 26 0 _ /-/ -112 7 0 EmailAddress (3 ) ) L,r7 r / en CYO I Email G `t G �`f`M'� Address Work Includes(check all that apply) l ❑ Curb Cut ❑ Water ❑ Sewer ❑ Storm ❑ Street Cut ❑ Sidewalk ❑ Phone ' Other Describe Work to be Performed: (Notification of Utility Companies is Required) rz.► Si+ -y 1 re ,... -Fc)r- Psk- c M hld (.4 6�-)1p,Wcyl - • \ - --- - —2___ 'ty Approval Signature Date B nature below Applicant concurs that the Applicant shall defend, indemnify and hold the City,its officials,em- ployees and volunteers harmless f m any and all claims,injuries,damages, losses or suits including attorney fees, arising out of or in connection ' ac' 'ies or operations performed by the Applicant or on the Applicant's behalf out of issuance of this Pe . or injuries and da age caused by the sole negligence of the City. /S /L Applicant ignature ate Final Inspection Approval Signature Date { • U . t 4 NON-REFUNDABLE PERMIT FEE: (To Be Completed by City) ❑ Curb Cut $50.00 ❑ Street Cut $50.00 ❑ Inside Travel Way $50.00 I( Outside Travel Way $20.00 ❑ Sewer Inspection Fee $50.00 ❑ Sewer Re-Inspection Fee $25.00 TOTAL FEE ASSESSMENT $Z©m A Site Plan(to scale)must be attached that include all of the following: This checklist will aid the applicant in preparing a site plan. Permits that require installation of substantial improve- ments may require plans drawn and designed by a licensed engineer. Please check with City staff prior to submit- ting your application. • Draw the plan to a standard Engineering Scale[1"=10', 1"=20"etc.]on a minimum size sheet of 8%x 11 and a maximum size of 11x17. • Include the owners name,the parcel ID number,site address, north arrow,drawing scale and date. • Include the contractor's name,address and phone number. • Existing Right-of-Way lines,property lines,edge of pavement,curb/gutter,sidewalks,driveways and plant- ing strips with dimensions between each. • Adjoining street name(s)to the reference property. 0 • All existing public and private utilities in the area of the proposed project(Water,Sewer,Storm, Phone,TV, Gas and Power),dimensioned to the edge of pavement,curb/gutter,sidewalk,driveways,planting strips. • If applicable show easements,critical areas such as streams,wetlands and steep slopes. • Proposed new construction.The proposed improvements shall be shown in heavier line type than the ex- isting information • Dimension the proposed new construction to the edge of pavement,curb/gutter,sidewalks,driveways, planting strips,or another identifiable site feature that will help identify the proposed improvements in the field. • Erosion Control Plan. • Traffic Control Plan per current MUTCD(See standard drawings at http://mutcd/fhwa.dot.gov).If the work requires any lane or street closures,the City of Anacortes Public Works Inspector must be notified a mini- mum of 48-hours prior to scheduled work for proper public notification by the City of Anacortes. Work within the City Right-of-Way is permitted by approval of the City Engineer. All work in the right-of-way must be bonded. The applicant and owner must use warning signs,traffic control, and barricades as necessary to ensure public safety in the work area. The applicant and owner must restore the right-of-way to previous condition. Perma- nent restoration may include overlays of portions of the right-of-way and restoration of landscaping which have been disrupted by excavation work. The applicant and owner are liable for damage to public and private property. Page 2 of 2 U .♦bra., .. ,.i.., . F_'es006386 2 L 6.20 .= 5•_ 6,4 City of Anacortes Permit#: BLD-2012-0120 904 6th Street � Issue date: 04/30/2012 P.O.Box 547 -4.,, x Anacortes, WA 98221-0547 4E. t (360) 293-1901 Job Address: 1212 16TH ST Permit Type: Single Family Residence Permit ANACORTES WA 98221-2225 Project: APN: P55465 Remarks: New residence constructed per approved plans, replacing burned sfr,on lot shared with a separate existing residence, making it a duplex lot conforming to AMC Title 17. Owner: MICHAEL LAMBERT Contractor: LAMBERT CONSTRUCTION Address: 2812 WASHINGTON BLVD Address: 2812 WASHINGTON BLVD ANACORTES WA 98221-4835 ANACORTES WA 98221-4835 Phone: (360)303-0504 Phone: (360)303-0504 License#: LAMBEC*912LP General Information: Fees: Building Valuation 88780 Plan Review Deposit 100.00 #of Clothes Dryers 1 Building Permit Fee 740.35 #of Clothes Washers 1 Plan Review Fee 160.00 #of Dishwashers 1 Mechanical Permit Fees 85.35 #of Gas Fireplace 1 Plumbing Permit Fee 76.00 #of Gas Piping 1 State Building Code Fee 4.50 #of Gas Water Heaters 1 Sewer Inspection Fee 50.00 #of Water Piping 1 Total Calculated: 1,216.20 #of Hose Bibbs 2 Deposits/Receipts: 0.00 #of Lavatories 1 #of Range Hoods 1 Total Due: 1,216.20 #of Showers 1 #of Ventilation Fans 2 #of Water Closets 1 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRE ME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATIN STR N OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR A GENT ISS ED BY 1 Page 1 of 1 • Ingalls, Paul From: Lange, Steve Sent: Thursday, April 26, 2012 9:22 AM To: Ingalls, Paul Cc: Measamer, Don; Shjarback, Eric Subject: RE: Frontage improvements for 1212 16th Paul, This project is required to install 5-foot sidewalks along the frontage of the property. As an option in-lieu of, since there are no sidewalks within that block, they can install an ADA compliant sidewalk ramp at the intersection to the east. The City of Anacortes Operations Crew do pretty good installing sidewalks, of which can be done at a later date, but are getting away from installing ramps. If they like this option, I will be more than willing to work with them on the design. Otherwise, they can install sidewalk. Thanks, Steven Lange, Project Manager 0: 360.299.1983 I C: 360.661.3468 I F: 360.293.1938 steve l(acityofanacortes.org City of Anacortes Public Works Engineering.Department 904 6th Street I P.O. Box 547 Anacortes, WA 98221 www.cityofanacortes.org From: Ingalls, Paul Sent: Wednesday, April 25, 2012 2:06 PM To: Lange, Steve Cc: Measamer, Don Subject: Frontage improvements for 1212 16th Steve, We have approved the building plan and are moving ahead on issuing the building permit for the new building at 1212 16th Street. We plan to issue it Monday April 30. Please address frontage improvement requirements(if any) so we can inform the applicant. Paul Ingalls Building Inspector City of Anacortes 360-293-1901 4/26/2012 Michael Lambert Lambert Construction City of Anacortes Building Dept. Attn: Paul Ingalls Re: Landscaping Letter Dear Paul, The landscape design for the micro-residence at 1212 16th Street is as follows: the perimeter of the house will be bark with sporatic greenery including ferns and boxwoods. There will also be drain rock on the West side of sidewalk in a wavy pattern,up against the bark. This will continue out to the edge of the property/fence line. Completion from 11/30 till one week from today, or before. There will also be some potted plants placed throughout. Thank you, Michael Lambert Lambert Construct' n • Public . - • .Engineering and Development Services • . Residential. Inspection - . Address I 2 I Z t"G s— i. Date- I lf - aZ) IZ Owner- `Mie, 145 i.2 . Contractor21W, Inspected by: ttM,ce,.. : .ctAQ ,t).., • • 1.: Water Met •. ox - - Se and level to finished grade or backside of sidewalk elevation. id x undamaged . meter and::cuso� e.rnr"s • - hufoff in�tafied: o.. �brs sible nolandecapeobstruction.: ,its, a kop`t s'`drwand iid ''` X� `° CUst , e . .. .. - e` - 2. Curb and GFi ,�-�- a.;,ct'acks damage, , F�r: --:=: . - ag ,graffiti,footprints,:finishing ternishes; or other objectionable If road frontage,improvements JJ Expansion iopts every 15 feet and at driveways, El Concrete.has broom finish D No low spot at Curb line, especially at driveway cut: Maximum grade change in zO.ret is /inch.' - • 3 Sidewalk10 , - Q No cracks,damage, graffiti, footprints, finishing blemishes, or other objectionable - marks O ADA compliant. 1 percent slope,to curb- • If road f f ontage improvements: • • 0 Expansion joints every 1 feet and at driveways. - - Concrete has broom'finish . - 4. DrivewaCpproaches No cks, damage, graffiti, footprints, finishing blemishes,or other objectionable • arks ADA:.compliant: • • - .. - -.3 • • • fi. $tl'4@tS° iV • i .. - -. - - • • No,crack ,-:• blemih.s • • : - • ' - . . ' - - - if road:o 0' f eiyecf otot or slid sieve analysis of ballast,crushed rock and as sit. 1 . Q- R44:eceIve(I naasing matenats.testing report•s for sub-grade,ballast,•cr led rock, anc a$phaiC - - - Receiv .tone age tickets c onsistent With.:requite t ickness per apjaFoved • • • plans 6•. anita,�ry . .we•n ; i Cti rc! �gnecl aff=.' nilo : reritect•in Building Department database.. As'budt record filed in the.address Erie; `or v ap(s}installedon cleat oiit(s}- ' lean-out(s}set at finished grade 7`. Storm `®``` ,page, at " io to card s ign->,. .. ,• �� _ ".',, ed,aEf att�lor�'Yon_fie #.irr:$uitdi_ ng:D,epartrrient database. • " _;tr.. cess=.fire:: _ o, A.t o. • or„;a: tv_erted taadla�nt..parcel • 8 Publi Utrtlftos t Utfof Traveled.N ay Gal et +mailers arauh t City uttirttes: • reol H9P 4iin oJc (� es wed to pt for iro ...............getter, 9 t,.andsca e , p - d(32 1 �n1S64� . Q_.;:BticCed for comgletroh at.later date: " Verified against approved landscape plan: Ins alga kin © Tytp do quantity of pleats. . Sod or sped to place! • ` [ i t�►of bather(receipt f ledj. 0.Erosion control Measures - • MPs'removed ' . • Air debris removed: Site"dean: • • .• i icio' Permanent vegetation established. - • - re,,,,er - - , yfrt. ciciAtci 4v. CIPV if vrk_koN i P1,,.;r-ker e c-6 -,ste 446,1 I 2. 11 -4 S4 SA-EfiterA L'Xcev,.;.locio • Le. yr t-i Stit4cite —tee. 1 641' cfe .7‘c 1520 Parker Way, Suite #G Mount Vernon, WA 98273 WEST COAST ENGINEERS, Inc. Telephone: (360)424-3404 Structural and Civil Engineering Fax: (360)424-2063 Web: www.wcoasteng.com August 20, 2012 Building Department, P.O. Box 547 Anacortes, WA 98221 RE: Building Permit#BLD 20120120 (Lambert Family Micro-Residence) Roof rafter's hurricane clip Based on Mr. Lambert's request, we have reviewed as built roof framing connections to supporting members (site visit on August 20, 2012) for assessment of their holdown values. Our site visit has not reviewed any other framing, and cannot be considered as a building inspection. . The rafter uplift supporting connections includes: • TJI rafter to top plates(2) 16d; upright blocking to TJI (4) 16d total; bird's and lower blocking to upright blocking (3) 16d toe nails plus (5) 16d regular nails; sheathing to bird's and lower blocking three rows of(4) 8d nails; sheathing to studs at 16"o.c. (3) 8d nails, and sheathing to flat stud blocking (4) 8d nails(some of nails were concealed, and we lists herein the clients information). • We have estimated total rafter uplift to be 543 lbs at worst condition (longest rafter), and calculated connection's capacity at its weakest link(sheathing to studs)to be 702 lbs; It is our opinion that specified H8 hurricane clips are not necessary due to sufficient as-built connection nailing between individual framing members. Sincerely, ikakat ANT A's4 ` '" 27104 9 , ,4 G/STER 'ONAL R►11►.1rt EXPIRES 9/19/2013 Ivan Kaliban, P.E. Principal Engineer cc: Michael Lambert, file 1`i-!2 Lambert Hurricane Ciius Letter'3-20-12.doc Pate 1_ Prescriptive Energy Code Compliance for Single Family and Duplex Housing: Zone 1 Project Information Contact Information Lambert Micro Residence This set of forms has been developed to assist permit applicants documenting compliance with the Washington State Energy Code, (2009 edition). This set is for structures built under the IRC and located in Climate Zone 1. The following forms provide much of the required documentation for plan review. The details noted here must also be shown on the drawings (WSEC 104.2). This form is not a substitute for the energy code itself. To obtain a copy of the energy code, go to the following web address. http://www.energy.wsu.edu/code Glazing Wall 12 4 ext4 Slab6 so Glazing U-Factor Door 9 Vaulted Wall int Wall Option Area : Ceiling2 3 Above Below Below Floor' on of Floor Vertical Overhead" U-Factor Ceiling Grade Grade Grade Grade R-49 or R-21 R-21 R-10 a I 13% 0.34 0.50 0.20 R-38 R-38 Int.� TB R-10 R-30 2, Adv. R-49 or R-21 R-21 R-10 0 II 25% 0.32 0.50 0.20 R-38 R-38 Int.� TB R-10 R-30 2 Adv. R-49 or R-21 R-21 R-10 ® III Unlimited 0.30 0.50 0.20 R-38 R-38 Int.� TB R-10 R-30 2' Adv. See WSEC table 6-1 for footnotes Glazing Schedule Attached to Document Does'not a . l SEE INST.RUCTION:S) Using Prescriptive Option Ill. All glazing a rid.:d:oor's meet:maximum U-factor. Alternate beating size:method:sub itteil:: :.:: ..::: :: ..: .;.,. .Option.I or.II,Glazing to floor area.limit(WSEC.602.7.2):: :.... :.: .. . . Area`we.ighted inriridoow,skylight or door EJ-factor(WS C 602 7.2}; , T ::. As part of the heating s stem sizing�calculation :IRC M1401.3&WSEC 50032.2. Radiant slab: i.0::H R-10 foam insulation, continuous with thermal break(WSEC 502.1.4.9) Chapter 9 Options Total of 1 Credit Required Opt. Opt. Description la High Efficiency HVAC Equipment 1 ❑ lb High Efficiency HVAC Equipment 2 : 1c High Efficiency HVAC Equipment 3 ■: : 2 High Efficiency HVAC Distribution System : 3a Efficient Building Envelope 1 �.. .. 3b Efficient Building Envelope 2 •:: 3c Super-Efficient Building Envelope 3 4a Air Leakage Control and Efficient Ventilation :: : 4b Additional Air Leakage Control and Efficient Ventilation 5a Efficient Water Heating 5b High Effieciency Water Heating 6 Small Dwelling Unit 1.0 iti 7 Large Dwelling Unit 8 Renewable Electric Energy *1200 kwh Total Credits 1.00 WSEC Prescriptive Worksheet(2010 edition)Zone 1 WSUEEPIO-010 Copyright 2010 Glazing Schedule Project Information Contact Information Lambert Micro Residence r Conditioned Floor Area 750 Sum of UA for Heating System Sizing 59.9 Sum of All Glazing Areas From Below 186 Glazing to Floor Area Ratio 24.80% 602.7.2 Exception Ratio (not to exceed 1%) Exterior Doors Plan Component Door Percent Width Height Glazing Door Door ID Description Ref. U-factor Glazed Qt. Feet Inch Feet inch Area Area UA 1F3 Entry Door 75% 1 3 6 8 20.0 20.0 SG1 Sliding Glass Door 0.350 90% 1 6 8 48.0 48.0 16.8 1P6 Garage/Residence Door 0.400 1 3 6 18.0 7.2 One Exempt Swinging Door<24 Square Feet Sum of Glazing Area, Door Area, and UA (do not include exempt door) 68.0 86.0 24.0 Area Weighted U= UA/Area 0.28 Sum of Area and UA for Heating system size only(include exempt door) 68.0 86.0 24.0 Vertical Glazing (Windows, Glazed doors using Exception 602.6#1) Plan Component Glazing Width Height Glazing ID Description Ref. U-factor Qt. Feet itch Feet Inch Area UA Al Awning Window 0.310 1 3 1 6 4.5 1.40 Cl Casement Window 0.310 4 2 6 5 50.0 15.50 P2 Fixed Window w/argon 0.300 3 3 1 6 13.5 4.05 P3 Fixed Window w/argon 0.300 4 2 6 5 50.0 15.00 Sum of Area and UA 118.0 35.95 Area Weighted U= UA/Area 0.30 WSEC Prescriptive Worksheet(2010 Edition) WSUEEP10-010 Copyright 2010 Simple Heating System Size: Climate Zone 1 Project Information Contact Information Lambert Micro Residence Indoor Design Temperature 70 Outdoor Design Temperature Design Temperature Difference (AT) AT=Indoor-Outdoor Design Temp 70 Conditioned Floor Area 750 Conditioned Volume 8250 Glazing Copy Sum of UA from Glazing Schedule 60 Attic U-Factor X Area = UA R-49 0.027 R-38 Advanced 0.026 Single Rafter or Joist Vaulted Ceilings U-Factor X Area = UA R-38 Vented 0.027 750 20.3 Above Grade Walls U-Factor X Area = UA R-21 0.056 1028 57.6 Floors U-Factor X Area = UA R-30 0.029 Below Grade Walls U-Factor X Area = UA 2' Depth Walls 0.042 3.5' Depth Walls 0.041 7' Depth Walls 0.037 Slab Below Grade F-Factor X Length = UA 2' Depth 0.59 3.5' Depth 0.64 7' Depth 0.57 Slab on Grade F-Factor X Length = UA R-10 2' perimeter 0.54 750 405.0 R-10 Full - Heated 0.55 Sum of UA 543 Envelope Heat Load 37993 Btu/Hour Sum ofUAXAT Air Leakage Heat Load 6237 Btu/Hour ((Volume X 0.6)X AT)X.018)) Building Design Heat Load 44230 Btu/Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load 1 44230 Btu/Hour If ducts are located in unconditioned space:Sum of Building Heat Loss X 1.15 If ducts are located in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 150% 66346 Btu/Hour Building and Duct Heat Loss X 1.50 WSEC Prescriptive Worksheet(2010 Edition) WSUEEPI 0-010 Copyright 2010 s • ~ 1.Access Road ty�` Construction vehicle access shall be limited to one route, '�y N 67.41 2s"E � '" unless otherwise approved by the official. l^`_7 so oo' }�, >eJ, A gravel construction road shall be installed which will s —— --- — Underwood & remove as much mud and dirt from the vehicles as possible prior to entering the public roadway.The Associates Ilc effectiveness and efficiency of the removal shall be to the l f • satisfaction of the official. ie _ c I I loos 4th Street I I anacortes,washington 98221 If conditions are such that an insufficient amount of \ 360.588.0471 material is removed from the tires by contact with the r- aggregate,the tires shall be washed prior to entering the (KDzu�j[�j 0 �J t l]l, I vouke Underwood,AIA public right-of-way. If wear from this process shall be I I ry directed to a sedimentation pond or other appropriate I (e)crushed rock parking area 1 mrkecunderrvoodarchirecture.corn sediment trapping for treatment prior to release to the public storm waterter system. I I The entrance shall be maintained in a condition that shall I prevent the racking or flaw of mud onto the public right- of-way.Periodic maintenance of the entrance,including i I the removal and replacement of aggregate,and cleaning I and/or repair of sediment trapping devices shall be performed as conditions dictate or as directed by the _ official. I h\\\\\ I provide OM!.as necessary Sediment tracked onto the public roadways shall be for protection of sediment \ deposition to ad acenlareas ` cleaned on at least a daily basis. �j//%� 01 2. Soil Stabilization I d : nam Fooldenc�Q� i I All exposed soils shall be prevented from moving off-site �j ogo Stormwater Management or onto natural or artificial drainage systems through I }� g I Requirement#1.:storm water site plan 8 Stabilize channels and outlets:erosion outlets to be prevented as with suitable application of bmp's,including but not limited to `5 ♦ I sod or other vegetation,plastic covering,mulching,or I o ° I. I '8 See site plan,for property lines,location of building and drives,and surface run-off and with stockpiling of removed materials.Downspouts to tie o °o existingpatio and landscape areas near the additions.Other into ti tit line and run to slo in application of ground base on areas to be paved. is, p g p'g grade to be dispersed by rock out fall away I I requirements are noted on drawings. from house with a 50'vegetative buffer.Per BMP T5.10,provide splash O jity ' w control at locations shown on site plan to provide no mare than 700 slot 3.Protection Of Adjacent 8 i © ♦ - Requirement#2:construction storm water pollution prevention impervious area drainage per block,and separate the blocks a minimum of 50 -8 1a-tl I feet, Properties N` I O 1.Mark clearing limits:clearing limited to building she as shown on site Adjacent properties shall be protected from sediment I O I plan 9.Control pollutants'potential pollutants shall not be stored on site All tlep055ion by appropriate use of vegetative buffer strips, • �� solvents,paints,gasoline,oils and other chemicals to be removed from the sediment barriers or fliers,dikes,berms,or mulching,or I cam- �I ; I 2.Establish construction access'construction access is existing and site at the end of each work day by the contractor.Concrete wash-water will 1♦ by a combination of these measures and other 53 f� 1. shown on the site plan return with truck and will not be dispersed on site. appropriate BMP's I 3.Control flow rates:nla. 10.Control de-watering.n/a.,as per#8 d I �� / 4.Maintenance 8-1 entry walkway �� I 4.Install sediment controls natural vegetation retained where practical. 11.Maintain bmp's bmp's will be maintained.Inspection will be completed �I / Provide silt fence as necessary for protection of sediment deposition to after run-off producing storm.Contractor to manage and maintain all All erosion and sedimentation control methods shall be 1 I �♦ Sri adjacent areas.Install silt fence per department of ecology's guidelines BMP's maintained and regularly inspected by the permit �� for BMP C233 at locations shown on storm water site plan. applicant in order to ensure continued performance I '4 12 Manage the project:management of project following the plan detailed during the like of the construction.(Note'without proper \ Y� 5 Stabilize soils:sedimentation trapping measures as shown on storm above will be done by contractor. maintenance,city/county building inspectors may I �� water site Ian silt fence).All soil stockpiles shall be covered with pies 1, suspend all authorized work on your project until k �� p ( ) P P I temporary soil �� I mulch,or straw if not worked after 2 days in the rain season Oct.1-Ma Re uorement#3.source control of pollution corrective measures are completed) y y ( y q p temporary earea I t. 1)or 7 days in the dry season.All exposed soils,stockpiled or at final No new source pollution. / i� /� grade,will be stabilized as above and surrounded with a silt fence until 5. Unusual Events I 1% such time as natural vegetation provides the same level of protection. Requirement#4.preservation of natural drainage system I �� Natural drainage to be unimpeded. Any adverse effects of increased runoff(unusual or.large I i k I storm eventrollsultiy gpipropland distribution activities ( " ��_, ,. 6.Protect slopes:excavated materials to be placed on uphill side of "` �� exposed area shall be controlled b appropriate riate measures as soon as ` possible.Additional erosion control measures may be / requirement#5:On-site Stormwater management. t �� 7.Protect drain inlets:all exposed vertical tight lines to be covered until BMP's will be inspected and followed as outlined in requirements 1-4 finalnecessary connection.Other drains to be buried in drain rock. critical areawhere your project is located adjacent to a. - driveway OStormwaterManagement OTescNotes1 •g ----------- --------- � 98,8 Registered 3 1/4"=1'-0" N 6]'4t 25 E 5'-5' � 'ARCHITECT site Mr,setback 60 00' site yard eutack " et'S I `' TIT - Michael G Underwood ` '" State of Washington x V :, ` its "' • s > ;, . ,,,,,.4„.. : f } :1 Preliminary Plan +',w7'''' ' ,t, `fiR 1 • �r; !. \` ;'.4,,,,,: .i:; N I Project name: project site z Lambert FaMeil " w t � ",, , - �' > €• 3 r ;_t , f. : Micro Residence Z , , , ffi ... C'.rc eIfY111 e ` "i . '' ' r te ab 1 `' ga E"d 2-2012 `� • i 3 s:� € a 52 Project: 'f �` 4_ A y t :',-;.,,:':::,1 �# "ar yvr F E E _£ 5 €a "� ` ' +.. '' 3 ,� 's. Issue Date: 3-21-12 3 i ? d. �\�� �a�:. Y :*^ N Author: Author Er � •�, eta' . , .�.. '�.€ z `%-', 4 w^ i' ' ' "' i F! 3 '� r, >�_ '-- '° - Site Plan Site Plan _ . ::.,,,,;1",::.-.--, .._ a. ' Il 1.: O 1/8„=1,-0„ z 0 A1 .1 4/4/2012 3.3444 PM INSULATION CERTIFICATE A & E Insulation, Inc. 15205 39th Avenue NE Marysville, WA 98271 Office: (360) 651-1058 Fax: (360) 651-1259 Website:www.aeinsulation.com Michael Lambert Contractor-Builder/Homeowner's Name 1212 16th Street ADDRESS Anacortes WA 98221 CITY STATE ZIP RECORD OF INSULATION BLOWING WOOL-ATTIC AREA BATTS&ROLLS U NEW CONSTRUCTION AREA Ej EXISTING IF EXISTING: R-VALUE THICKNESS INSULATED DEPTH OF PREVIOUS CEILINGS 38 12 IN 1158 SQ FT NUMBER OF BAGS USED INSULATION IN IN SQ FT AREA INSULATED ESTIMATED R-VALUE OF WALLS 21 5 1/2 IN 1,320 SO FT SQ FT PREVIOUS INSULATION IN SQ FT THICKNESS OF INSULATION TYPE(S)OF PREVIOUS INSULATION IN FLOOR IN SO FT INCHES ATTIC: IN SQ FT R-VALUE OF INSULATION INSTALLED NOTE: TOTAL R-VALUE OF INSULATION IN ATTIC AREA: INSULATION CONTRACTOR SIGNATURE: Britany Guzman Date 11/29/2012 HOME BUILDERS SIGNATURE: Date COMPANY NAME: PHONE ADDRESS: A& E Insulation, Inc. doesguarantee that all work performed is free from defective material and is constructed in accordance with sound construction standard, in a workmanlike manner in compliance with all laws currently applicable to the work. 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Engineering and Development Services PO Box 547,Anacortes,WA 98221 Telephone 360.293.1920 r Fax 360.293.1938 j' ,'''' E-mail enoineeringc citvofanacortes.orq RIGHT-OF—WAY PERMIT APPLICATION Submit this application with payment at least five days before the work starts. Please complete both sides of this form. (City completes shaded sections.) SITE � tM� f ! LOCATION: ,Z r4 $ t9.6 II'AW B,: ,, . OWNER INFORMATION`' CONTRACTOR INFORMATION Name ) in . 1 (,_,I Name . (4 t,i .. ^i"f (A,‘,'4 cJ.) Address i .1--/ °-e 1 j' S f'' Address ,� .�-3 c EI 0 Q tit- g° City M-t., �� `. i. c City I -I. ( ( el / '= ,----. State � `( , �( State t,_,r -- Zip (-;.1 -7:, . Telephone Telephone C. 6,0 --6)-7 7c) License Number PROJECT INFORMATION Work Includes (check all that apply) ❑ Curb Cut ❑ Water [ewer •❑ Storm ❑ Gas ❑ Sidewalk ❑ Street Cut ❑ Phone ❑ Power ❑ Cable ❑ Culvert Describe Work: '. 1.� 6:3-(` ` .- , 0 - 5 �~�`--ir,-... j 1,Z � 1 k-"'1 i'i y - . a !YP '�`���u � a it111$4„:414.ibx141i.�' ,off' a '>r. r� ���r l,�''tr a�"�'q i �' ��� ';� ��� d f i a' r�"r �' � :,, ,yra�.a " "a� e< m a, 3� 5^„2 ww �, gA l rn p `3?.: s.":�iu E,�.y r, 4 �:. ,i, � E�' tt! �, r,a� �» r 4"`T �� !id'fs� f i&;4e � ill4 #' �r k. °z<�z �ur 4.14: S! ? {qd +, p �i pk�,r c".�.r: ,i :4: a, r ` i r' t F 6. . + ga E r w k ftw,ytx r 5,- 2... i&�: �.. ''' '' r' ... N,514,. :Alt;.* "v :, p r i �il dx� h z " K�6pi f' "' �: a°Y's" r �` nx f 11, zd'. 4t` i" �� f ,::S 1�,iv:+f r £t .g ,S„, 3 t Wy `v;,, 6 4,? 0 i ,.3 :, r.� Work within the City Right-of-Way is permitted by approval of the City Engineer. All work in the right-of- way must be bonded. The applicant and owner must use warning signs, traffic control, and barricades as necessary to ensure public safety in the work area. The applicant and owner must restore the right-of- way to previous condition. The applicant and owner are liable for damage to public and private property. '.:...-"� . ::,.0gy:'ilf i::-' :: ".Eilli i: ii!!!:"!g !�; i 'i' w , f� i a01 2 /47i k' if / /1 e ---C:a /,7[1 & p. J. % 'l ; .. 'F • ; e ,z n ; ..,.;,,. ,., is Signaturebate SITE DRAWING 1 . Show north arrow 2. Label streets 3. Draw plan • ( • • O--1 ( • • • • :,..li4', tali""'":.''44:- >..G\ .. l,T..... ._,., p.,,..n.� .,..n.... ..:..n..��.:...�. • r .wow, , FV. .;v n,a.�.:..,F.. .4 r a., 5.. eE.5,::. 4 ' .<.., 9 d.. 3e:; s,.:...r x t•...:r t+.Y:}P.,a"N 1....if:-"ii,':r.o-.I„, rt£.,.:i;:. T.3..::'o.. ....f. .... .............<,...... .1 :. ...:,. ....... ..a..,. ...'�An...e a. ., ..r .va'ffi ...tl ..... .. .:v.,.ta.)... R SX.....,r................:.... ... ..''t.. ...r..5....>........,:.,.. v'.. : .4 r, � „<.. ., .,..4.. .., ......, xa:fvv .. ...... .......(....e .., .. t...:... <: ..... .............. .. , o- .. r ,`.i:y' ... 4o-2 ,:•,,E•),.x;,r,,:,i�:'...... .. ..... .... Ya: J.. .r,...... .,.... .....,... : ......,. .n,.... ......... .a ,. H4r., ..'.^b .kR, .a Jn..:. ..... .. .. ...,, .x. .....,.a .........:...x.,... .... ..x ... ....,.. .....:....a.. !. ,Gran... �.�� ..,..... .Ir ....a<u...... f .... .......... .......................... x< ., .. ....., ...{.. ....<.. ..x.,.:t ,,ufu. pt£!xx, . ... x. .. ............:.:. : ro..;... ..t.. r..<...... , A.,.., <w.......,..<..n4....xr.,, ..., .3�. .. < ...s,,,. .x ., 'R+'i..:..vS?s.. .. . .t.:�.r rx..... :xk'.:,? ...t;. ..........!o-,.. ...,t ..., .. ..4 ... ........eX•.!?:.. : .,<Iw.. l.4, v xT. , : .. �'e?' rf „�. w. •, Gfl ,�' k. texd. �aa 3 1 ,."„�.'�� t ,: c.xv � ,� i . Y Atiry ! qy,��S,' CtF k& i. .3 -{•, �' 'Y 9 • k 8, itt'f Y"'£Sri i 3 t iJ ^' • ,`�'",.�:.?F::S�€�'�,` „ '�,t�f 7'. ';l�,�z �e � 'M ,�� A•,�•� '� �'� ���` 4^ ° ,. t. �u,.xFfi��£ �3` �� Efx _"5 k t ," • •'s.' t.. et :a .X .}x ,S iv ,a ....yz:,..� ,ea. •t„ ¢�' •c ✓. &`,`tea 'r:,{Kv� `�.�,:a�%,.?>n,cri�<h' j_ :::."�'""'��e ..;:."'Nr'vt,'En<,as'r .:.r ..... ... Nra CITY OF ANACORTES BLDG. ,Pit PLUMBING ❑ MECHANICAL ❑ PERMIT 3568 ANACORTES, WASH. DATE / �' 5 19 `=`3 • PERMISSION IS HEREBY GRANTED TOE;2 OWNER ." .cc:i,rq " Jr,. /710 STREET li• ADDRESS / :- /A /47 / E's LOCATION WHERE WORK IS TO BE DONE CONTRACTOR f `fy' c TO ERECT ❑ INSTALL (�$3`- OR REPAIR ❑ s!'1.-I` IN THE FOLLOWING MANNER: ' '. :'o i`�: rte '/ tn' PERMIT EXPIRES ONE YEAR FROM DATE ISSUED PLANS FOR CONSTRUCTION WEREWER NOTE-, `"SUBMITTED ' r • WORK TO BE DONE BY OWNERCONTRACTOR`• RECEIPT OF FEES IS ACKNOWLEDGED AS FOLLOWS: TYPE APPROXIMATE VALUEPERMIT FEES OF WORK ISSUING BUILDING =<.' 1 Thr C'f` (' C(7 - GAS PIPING v i, - 'PLUMBING AND W.S. _ I lISEWER CONNECTION INSP. 'Ill• MECHANICAL IIifiLAN CHECK FEE ‘MISC. TOTAL ' %` "' / f C_ LEDA&DESCRIPTION -%"tom r !. :r'` -/.*- • . CITYYNSPECTOR - ADDRESS it l d, l Cr LEGAL DESCRIPTION 083 —Cite —COOV ASSESSORS" ACCOUNT NO. )7"7t; - (t fi;0 R PERMIT NO. DATE DESCRIPTION DATE FINALED o'? ICI LP (c-et'-75 Re RJ r i'Lzmtr(cO i 2 dco-yrKsC