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Permit File 4120 R Avenue
PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT RESIDENTIAL BUILDING PERMIT APPLICATION ► Mailing Address: P.O. Box 547, Anacortes, WA-9823i1 r - `k' Office Location: 904 6th Street, Anacortes WA `?82.‘ os • Phone: (360) 293-1901, Fax: (360) 293-1 FEB0 B 1017 PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUP T ?1O§W f PROJECT ADDRESS(Street,Suite#): Parcel(s)#: Subdivision/Lot#: j7�V t ti :to APPLICANT: Phone: Fax: S ( bo 7 o 8�- z Address(Street,City,State Zip): E-Mail Address: PROPERTY OWNER: Phone: Fax: E ER- Address(Street,City,State,Zip): E-Mail Address: CONTACT PERSON: Phone: Fax: \ LSD SCA r P'R (360) IAA �1 5 Address(Street,City,State,Zip): E-Mail Address: ` 'Ple `kl> C6 101 LENDING AGENCY: hone: Fax: Address(Street,City,State,Zip): E-Mail Address: CONTRACTOR:* Phone: Fax: Address(Street,City, State,Zip): E-Mail Address: Professional License#: Exp.Date: *All Contractors&Subcontractors must have a valid City of Anacortes business license prior to doing work in the City. Contact the City's Business License#: Exp.Date: Finance Department at(360)299-1968. PROPOSED WORK: Pril:A T(b lj -re /t)4 t PROPOSED NEW SQUARE FOOTAGE: Basement SQ': Finished Basement: ❑ Unfinished Basement ❑ Is'Floor SQ': k\ Garage/Carport SQ'; zit 2nd Floor SQ': 5 C Deck/Covered Porch/Patio Fire Sprinkler: Yes ❑ No Lot Area SQ': ( c'1 1 I declare under penalty of perjury that the information I have provided on this form/application is true,correct, and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Anacortes. Print Name:k..)C IA Owner ❑ Age t (specify):)�;c' `c I k{� Signature: CLA.4 - Date: 2,14 (.7 �' � Page 1 of 3 r 7�r MECHANICAL: Equipment Type: Appliance/Equipment Information(new and relocated): Total#: Furnace: Gas#: Elec#: Other#: C, , Ulm ice ' Gas Water Heater: #: I. Location(s): (;); ,,g_.\6 I c_ Heat Pump: Elec#: Other#: Air Conditioning: Elec#: Other#: Boiler: Gas#: Elec#: Other#: BTUs: Exhaust Fans: Bath#: Laundry#: Other: Range Hood: #: 1 Location(s): L Fireplace: Gas#: Elec#: Other: #: Location(s): Clothes Dryer: /Duct: Gas#: Elec#: Other: #: Location(s): Stove/Range/Oven: Gas#: Elec#: i Other:#: Location(s):E<Ct F orsiJ f T Range Hood: Location(s): k"'r--cc j + i! Gas Outlet(s): #: Location(s): Other: #: Location(s): TOTAL PLUMBING FIXTURES: Fixture Type(new and relocated): Total#: Fixture Type(new and relocated): Total#: Water Closet(Toilet): 2„ �Rfrigerator water supply(for water/ice dispenser): 1 Kitchen Sink: 1 t,e Pressure Reduction Valve/Pressure Regulator: r- Utility Sink: — Water Service Line: ,--- Tub: Water Piping: Hand Sink: Z L hes Washer: .— Shower: 2--L:E ctric Water Heater: Tank-less? Yes No 0 Dishwasher: \ 7 aylow Prevention Device: Hose Bib: / ..,f TOTAL OUTLETS: 1 TOTAL OUTLETS: Page 2 of 3 When Recorded,Return To: City of Anacortes Planning, Community, & Economic Development Department 904 6th Street I P.O. Box 547 Anacortes, Washington 98221 Accessory Dwelling Unit I, , declare that pursuant to Anacortes Municipal Code § 19.44.020, I am the landowner of tax parcel # located at and that I am making application to create an Accessory Dwelling Unit that will be in compliance with Anacortes Municipal Code regulations stated above and listed in AMC 19.44.020, and requiring that the property owner(s) resides in the principal dwelling unit or the accessory dwelling unit. I hereby certify that the information on this application is true and correct and that the applicable requirements of the City of Anacortes will be met. As property owner(s), I declare that I will notify any prospective purchaser of the occupancy limitations of the Accessory Dwelling Unit as regulated by Anacortes Municipal Code. Furthermore, if any of the provisions of Anacortes Municipal Code I9.44.020 are violated, it is acknowledged that this is cause of the removal of the Accessory Dwelling Unit. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct and will be addressed should a transfer of property ownership occur. Executed at , Washington this th day of 20 Declarant Declarant ACKNOWLEDGEMENT STATE OF WASHINGTON ) ss. ) COUNTY OF SKAGIT ) On this day of , 20 , before me,the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn,personally appeared ,to be known to be the individual that executed the foregoing instrument and acknowledged the said instrument to be free and his/her free and voluntary act and deed for the uses and purposes therein mentioned. Witness my hand and official seal hereto affixed the day and year first above written. Notary Public in and for the State of Washington, residing at FOR OFFICE USE ONLY: Permit#: 13E — Zo i1 — 0250 Section: 36, Township: 35 Range: O Z Signature: c Date: 5 /2 5 A - Simpson Strong-Tie 2015 IRC Required Braced-Wall-Line Length Calculations iciT PROJECT INFORMATION NAME-Beaker Addition ` l OF ANA RTE ADDRESS 4120 R Avenue Anacortes 8221 V1ALL DIRECTION Front to Back SEISMIC DESIGN CATEGORY-DU ULTIMATE DESIGN`MUD SPEED. 110 mph WIND EXPOSURE CATEGORY-B STONE OR MASONRY VENEER 11a Y:7II LING A.1 WaA 2•e ced-ftV511-tine Lcc;i'rt n Isl cf 2-:!cry 1st cf 2-sfarf Es've t:R11-74 Mel.; ?ft '."R Es_ce3:ti'=11-Liras°c-cir,n 20.0.II _3 80 ft 8•e.c.ftV II-Lire Lest}- "J II ?`-FO fl �seft k I 1 'A 5 fr £fsor..2 fdsshs4 CS-:NSF ."S•:S'SF 08 Cc^sa[.dicn Ty-„= h!y. )!A ETs ium Waif Ecsit:n Ir;iie Yef Yea! Ocricc.r.tal.;-ir L=elc o._tl Ys f Rslcc,,n _rio-L__o Ns I<p Os=18 psi,°,.= .1: Sosf ='. Fel r F a caF;CFIIlnO CEse Lc8d >23 psi _ .�0 F:f c= csF c el WHO 7cL Pdtc sir..8c cin3 C.rtt'.urt EX ft F 0 h EcF Os,:ss Heigri E2 -i[-Ridge Heigh.':Fs ctt- 0 8! 8 8! ^iin-3>F;;II He is fa Fecfcr S E- ,r8.77 liurrGsf ci DAL r3 ctc-: 4 { Hsfic,rrt F3cti 1 i EIrcc S lcint Facie t ftlino FeCtc- t Requlrcd t',+irtd 6tscin-2 An-caet a st ft 'ft • Tatulstsd S_ismic EC_cir;y Ana-crt 221E lO ft i=atic,Ye II Hsin0.t Fs=c' FiY'-:•i SFecing Facto ftln:e9 joint FacIC- t 5 0Yc_un1 crt Ir;iv=_FarZC t i c_I=n:ic GE Crstn.tcilnrr F?CSC' .21i Deal L;a!Fads- 1 1 This is page 1 of 2 SIMPSON i Simpson Strong-Tie - - 1 1 I E-_:+r,s 2)2_ 'fi � b J _I: � I Le-;5 ci=Vail fi 1?_2 E: NOTES This wall-bracing evaluation is based on the 2015 International Residential Code The user is responsible for ensuring that the project fits within the scope of the IRC and compiles with the wall-bracing requirements of Sections R602 10 R662 11 and RG02 12 as applicable 1. One-and two-family dwellings and townhouses in Seismic Design Category DO 01 or D2 are subject to the wind and seismic requirements of the INC.The length of wall bracing shall be the greater of that required by Table R602.10 11)based on wind speed and Table R502 10 3(3)based on seismic design category including all applicable adjustment factors 2 braced-i.vall lines using the continuous sheathing methods shell be constructed in accordance with tire requirements of Sections R602.10 4 2 R602 10.6,4 and R602 10.7.as applicable 3- Braced-wall panels shall be located at each end of braced-wall lines_Braced-wall panels constructed of Methods WSP B'J-WSP or continuous sheathing methods may begin up to 10 foot from each end when the additional requirements of Section R602 1b 2 2 1 are satisfied 4 The distance between braced wail panels shall not exceed 20 feet is accordance with Section R602 10 2 2 5. Interior braced-wall-line spacing is the greater of the distance between two adjacent braced-wall lines er the average of the distance as selected by the designer 6. Refer to the Sf;oncr-t'Vae-tsrec. ty Se!_c:cr for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-wall panels Simpson Strong-Ties Wood and Steal Strong-Vt;ae shearwalls may be considered equivalent to the code braced-wall panel construction method WSP with gypsum board applied on the inside_ ? Braced-wall-line spacing shall not exceed 25 feet on center in each story in bath longitudinal and transverse directions in accordance with Table R602.10 1.3 However,the spacing between two adjacent braced wall lines shall not exceed 36 feet on center in order to accommodate one single room when the provisions in Table R602.10 1 3 are satisfied_ S Horizontal panel joints in braced-wail panels shall be blocked in accordance with Section R602.10 10 3. Braced:gall lines shall have a minimum of two braced wall panels unless the provisions of Section RG02.10.2 3 are satisfied_ WARNINGS 1 For buildings in SDC D0.01 and D2 the user must ensure braced wall line spacing greater than 25 feet satisfies the requirements of Table R602 10.1 3 2_ The wall bracing provisions of the IRC may not be used in areas where wind design is required in accordance with Figure R301.2(4)B or where the ultimate design wind speed shown on Figure R301,2(4)A equals or exceeds 140 miles per hour_ 3. Different intermittent bracing methods are not permitted to be mixed within a braced wall line for Townhouses in Seismic Design Category C end all structures in Seismic Design Category DO-01.or 02 in accordance with Section R602 10.4.1 item#3 �-,'„�,'u vt1trF]CIlt pr„?rv51.� =ps: rrucmdtrJn,I This is page 2 of 2 Simpson Strong-Tie 2015 IRC Required Braced-Wall-Line Length Calculations PROJECT INFORMATION NAME-Deaner Addition ADDRESS 4120 R Avenue Anacartes WA 00221 WALL DIRECTION Side To Side SEISMIC DESIGN CATEGORY-DO ULTIMATE DESIGIJ WIND SPEED_ 110 mob WIND EXPOSURE CATEGORY:B STONE OR MASONRY VENEER-IIc Wall Line 1.-1 ball Llne 2.-f emu- Erec�_-L°!a1f-LIr n Lccsticn lit Eft-;tc:y lit cF 2-5Ic^f E_ve ft F ft Brswc-:°!nIf-Lice Spscir,g ?£a0 II 2`Ag Ft grexa-tM=_IE-Llns Ler Lf 12 E-�FI Ic°2 Ft ivs11 Fei3!+1 2 ft =_ft e sdrn E,I_tt .'VSF GE C-t tt-entk' Ty;s C- c-iurr, 1=, s 'in: Vis Hcrizcrt;E Jc2 tt 2Ir-4a Yas Y=s 9cla.t r Cssfce flan: Nlili Cna:Lcaa 7 9 csf�=l` FFF ¢sf ftc:f CefIn-1 C :Lc36 cil G:F _ uJRIFJ . • Ta>:ulatii If in E,Ddr.;Arr:unl .,,2€tl ...2E If E•SF==u-= 11 E_>e-e-Rig^ye ksign!Faucr 0 Of 2 22 thir�'lilt tili21 F=ncr -;�2` 0.2E 'vu^tce:cF E'i1rL FiCc- I t l-cldc rcn Fick, t 1 Bic yea iiiel Fad'- t t s:ina BE Ccr--iVvcti_n Fauc 1 ?,eflOrad`::inn E:adng AT=eet 7. 7It 7 f: 7ztul_ss3 E_i�nlc Erna An1CCII1 2 -f h _ilL I1 __ifr,:ic el'sll Hnlghi Fade; I t Ef;L Opidng F9Cc` i, I.- Elco:eo 39in1 F=dc; 1 r'yc ecru an€nsiae Pack' • £=i_rric Gc'c esL^,feii-,n F.i tt 1 t4+s 11 E'esd t:s5 Fsdcr 1 1 This is page 1 of 2 - Simpson Strong-Tie Rcci Ees1 L_97.,Fr: a_t nnc-r rJJ1J 4=_�l•_3__i_,il'.Er':Jr�F'.'1._vE:t 0 --- cr f'r air t:?Gn; S-1 R s r]ri NOTES This wall-bracing evaluation is based on the 2015 International Residential Code The riser is responsible for ensuring that the project fits within the scope of the 1RC and complies with tire wall-bracing requirements of Sections R602 10 R602 11 and R602 12 as applicable 1 One-and two-family dwellings and townhouses in Seismic Design Category DO 01 or D2 are subject to the wind and seismic requirements of the RC_The length of wall bracing shall be the greater of that required by,Table R602.10.3(1!based on wind speed. and Table R602.10.3(3)based on seismic design category including ail applicable adjustment factors 2 Breced-walf lines using the continuous sheathing methods shall be constructed in accordance with the requirements of Sections R602 10 4 2 R602.10.6.4 and R602-10.7.as applicable_ 3 Braced-wall panels shall be located at each end of braced-wall lines. Braced-wall panels constructed of Methods WSP,BV-WSP,or continuous sheathing methods may begin up to 10 feet from each end when the additional requirements of Section R602 10,2 2,1 are satisfied 4_ The distance between braced wail panels shall not exceed 20 feet in accordance with Section R602 10,2 2 5_ Interior braced-wall-line spacing is the greater of the distance between two adjacent braced-wall lines or tire average of the distance as selected by the designer, 6 Refer to the S'fronc-!tthl Crrwwrr g Selecto,-for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-wall panels_ Simpson Strong-Tie'`S/ood and Sleet Strong-Wall°shearrialls may be considered equivalent to the code braced-wall panel construction method WSP with gypsum board applied on the inside_ ?_ Braced-wall-line spacing shall not exceed 25 feet on center in each story in both longitudinal and transverse directions in accordance with Table R602.10.1.3. However.the spacing between two adjacent braced wall lines shall not exceed 35 feet on center in order to accommodate one single room when the provisions in Table R602.10.1.3 are satisfied- 8 Horizontal panel joints in braced-wall panels shall be blocked in accordance with Section R602 10 10 9, Braced-wall lines shall trace a minimum of two braced Walt panels unless the provisions of Section R602.10.2.3 are satisfied. WARNINGS 1 For buildings in SOC DO,01_and 02 the user must ensure braced wall line spacing greater than 26 feet satisfies the requirements of Table R6O2.10.1-3 2 The wall bracing proaisions of the IRC may not be used in areas where wind design is required in accordance with Figure R301 2(4)8 or where the ultimate design wind speed shown on Figure R301,2(4)A equals or exceeds 140 miles per hour_ 3 Different intermittent bracing methods are not permitted to be mixed within a braced wall line for Townhouses in Seismic Design Category C and all structures in Seismic Design Category DO 01.or D2 in accordance with Section R302 10.4,1 item 143 wgc/ st€rxtDli€:.Lotnrwetsepp5Jh;a�0dc'/ru.l This is page 2 of 2 SIMPSON Simpson Strong-Tie imirmirs 2015 IRC Required Braced-Wall-Line Length Calculations j Ii 1 PROJECTINFORMATIDN JUN 201? NAME:Beaner AdditionLi I ADDRESS:4120 R Avenue,Anacortes,WA,98221 CITY OF ANACORIES WALL DIRECTION:Front to Back SEISMIC DESIGN CATEGORY:DO ULTIMATE DESIGN WIND SPEED: 110 mph WIND EXPOSURE CATEGORY:B STONE OR MASONRY VENEER:No 'Wall Line A-2 Walt Line R-2 lir rout_ Eraced Vul1-LEne Lotion 2nd of 2-s1ory ind of 2-story Cave to Ridge Height i 5II 5 h Breoed-Well-Line Sparing 17.00 h 17.00 ft Braced-Wall-LEno Length 24.0011 ?.4.00 Ft Wall Height 8 h 8 h Bracing Method CS-WEP CS-WSP GB Construction Type trLiA WA Gypsum Well Board on Inside Ye: Yes Horizontal Joint Blacked You Yes Holdoltn Cevlce Used No No -pal 8,, >8 ps18.=15 Wall Coed Load & pst t<s1 Root/Ceiling Deed Load >20 psr Z=25 a-20 pst E<=25 Cif =.f i$AG7 Tabulated Wind Bracing Amount 2.5511 2.55 H Exposure Height Factor 1 i Eave—to-Ridge Height Fader 0.7 0.7 Wind Wall Height Fsefor 0.9 0.9 Number of 8WL Factor I 1 Holdcvn Factor 1 Blocked Joint Fade: 1 1 Gypsum en Inside Factor 1 1 Wind GB Construction Factor 1 1 Rsauired Wind Brscinc Amount 1 81 ft 1.81 ft OL-i 2•11r: 11111. ki Tabulated Seismic Bracng Amount 5.2 ft 5 2 ff Se omitWolf Height Factor 1 , BWL Spacing Faklcx 1 BIc6.ed Join!Factor , t Gypsum on Inside Factor 1 1 Setsmrc GB Construction Factor 1 1 Lya11 Bead Load Farrar 1 1 ,LiVe"Az strongtie.comlwebappslbracedWall 1 /"C' '` 1 This is page 1 of 2 SunvsON Simpson Strong-Tie Roct Dead Lead Facicr 12 1.2 +Ienee+Facrc: 7 1 iw5Uired Seismic tracing Amount t.24 A * 73.24 n Length of vVa11 Elating Requked 8,24 R ei 24 ri NOTES This wall-bracing evaluation is based on the 2015 International Residential Code,The user is responsible for ensuring that the project fits within the scope of the IRC and complies with the wall-bracing requirements of Sections R6112.10.R602.11 and R602.12 as applicable. 1_ One-and two-family dwellings and townhouses in Seismic Design Category DO,01,or 02 are subject to the wind and seismic requirements Blithe IRC.The length of wall bracing shall be the greater of that required by Table R602.10-3(1)based on wind speed,and Table R602.10.3(3)based on seismic design category,including all applicable adjustment factors. 2_ Braced-wall lines using the continuous sheathing methods shall be constructed in accordance with the requirements of Sections R602.10.4.2.R602.10-6.4.and R602.10.7,as applicable. 3. Braced-wall panels shall be located at each end of braced-wall lines.Braced-wall panels constructed of Methods WSP,BV-WSP.or continuous sheathing methods may begin up to 10 feet from each end when the additional requirements of Section R602-10.2.2.1 are satisfied_ 4. The distance between braced wall panels shall not exceed 20 feet in accordance with Section RG02.10.2.2. 6. Interior braced-wall-fine spacing is the greater of the distance between two adjacent braced-wall lines or the average of the distance as selected by the designer. 6, Refer to the Shor►9.W4llrerd*1np S11eddr For pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-wall panels_ SimpsonStrong-Tie6 Wood and Steel Strong-We shearwalls may be considered equivalent to the code braced-wall panel construction method WSP with gypsum board applied on the inside. 7_ Braced-wall-line spacing shall not exceed 25 feet on center in each story in both longitudinal and transverse directions in accordance with Table RG02.10.1.3. However.the spacing between two adjacent braced wall lines shall not exceed 35 feet on center in order to accommodate one single room when the provisions in Table R602.10.1.3 are satisfied. 8- Horizontal panel joints in braced-wall panels shall be blocked in accordance with Section R602,10.10. 9. Braced-wall lines shall have a minimum of two braced wail panels unless the provisions of Section R602.10.2.3 aro satisfied. WARNINGS 1. For buildings in SDC D0,D1,and D2 the user must ensure braced wall line spacing greater than 25 feet satisfies the requirements of Table R602-10.1_3. 2. The wall bracing provisions of the RC may not be used in areas where wind design is required in accordance with Figure R301.2{4)B or where the ultimate design wind speed shown on Figure R301.2(4)A equals or exceeds 140 miles per hour. 3_ Different intermittent bracing methods are not permitted to be mixed within a braced wall line for Townhouses in Seismic Design Category C and al!structures in Seismic Design Category DO,D1.or 02 in accordance with Section R602.10.4.1 item I3. WNW strongtie.com(webappsfbracedWall This is page 2 of 2 SAMPSON Simpson Strong-Tie 2015 IRC Required Braced-Wall-Line Length Calculations PROJECT INFORMATION NAME:Deaner Addition ADDRESS:4120 R Avenue,Anacortes.WA.98221 WALL DIRECTION:Side To Side SEISMIC DESIGN CATEGORY:DO ULTIMATE DESIGN WIND SPEED: 110 mph • WIND EXPOSURE CATEGORY:B STONE OR MASONRY VENEER:No Wall L ina i 2 WaN Li•+e 2-2 Wall I.Ine 3.2 input% Brax_d-Well-Line Location 2nd of 2l1or/ 2nd of 2-sic1-3.. 2nd of 2-sic:, Eave to Ridge Height :5 ft 5 it 5 Ft Braced-Wall-Line Spacing 10-00 ft _ 11.75 It 13.50 ft Bracsd.Wall-Line Length 27.00 ft 27.00 Ft 27.00 ft Wall Height 8 ft 8 0 8 ft Bracing 14elhod CS-WSP C-S-WSP CS-WSP GB Construdion Type IVA NIA N/A Gypsum WaII Board on Inside .Yes Yes Yea Hulzonl al Joint_Bloar-ed Yea Yes Yes Huldcwn Device Used No No Mo - - - - >131247-.=15 >8 psF&=16 >8 pnF&=15 W/all Rand Load psi psF pal RonS'Ceiling Dead Load >20 pet d=26 `20 pal&=25 >220 pal&=25 Psi par �f min 111.111111M.P1 Tabulated Wind Bra dag Amount 1.5 ft 1.76251t 2.025 ft Exposure He[ght Fedor i 1 EBee-to-Ridge Height Fadcr 0,7 0.7 0.7 Wind Wall Height Fador 0,9 0.3 0.9 Number of OWL Factor 1.3 1.3 1,3 Holdown Factor I 1 1 B[cdted Joint Fedor 1 1 1 Gypsum on Inside Fader 1 I I Wind GB Construction Factor i I 1 Required Wind Bracing Amount 1,23 ft 1.44 ft 1 65 fl RFI:.1Ic Tabulated Selsmlo Eradng Amount 4,1611 4.15 ft 4.15 Ft Seim-ha Wall Height Fedor I 1 1 AWL Spacing Fader I 1 1 Blo&ed Jomt Fader 1 1 1 Gypsum on Ineide Fader 1 1 I Seismic GB Construction Factor 1 1 1 Wa11 Dead Load Factor l 1 1 r fir. vurw-sirongtle.cclmlWsbappsbracedV!'all This is page 1 of 2 5.µP5O14 w„}Irr Simpson Strong-Tie Roof Csad Load Facicr 1 2 1.2 1.2 Veneer Fechur I 1 1 Aequ fre3 Sei;mlc lusting Amount 4.93 12 498 f1 4.9811 Length of Vial}erscrng Required 9_sr fi 4-9Z fl 4.ea ft NOTES This wall-bracing evaluation is based on the 2015 International Residential Code_The user is responsible for ensuring that tile project fits within the scope of the IRC and complies with the wall-bracing requirements of Sections R602.10,R602.11 and R602.12 as applicable. 1_ One-and two-family dwellings and townhouses in Seismic Design Category DO,Dl.or D2 are subject to the wind and seismic requirements of the IRC.The length of wall bracing shall be the greater of that required by Table R602.10.3(1)based on wind speed,and Table R602.10.3(3)based on seismic design category,including all applicable adjustment factors. 2. Braced-wall lines using the continuous sheathing methods shall be constructed in accordance with the requirements of Sections R602.10.4.2,R602.10.6.4.and R60210.7.as applicable. 3_ Braced-wall panels shall be located at each end of bracedwall lines_Braced-wall panels constructed of Methods WSP.13V-WSP,or continuous sheathing methods may begin up to 10 feel from each end when the additional requirements of Section R602.10 2.2 1 are satisfied. 4. The distance between braced wall panels shalt not exceed 20 feet in accordance with Section R602.10 2.2. 5. Interior braced-wall-line spacing is the greater of the distance between two adjacent braced-wall lines or the average of the distance as selected by the designer. 6. Refer to the`a`trong-WaNrr rkacirtg Sectar For pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-wall panels. Simpson Strong-Tie'''Wood and Steel Strong-Wall©shearwalls may be considered equivalent to the code braced-wall panel construction method WSP with gypsum board applied on the inside_ 7_ Braced-wall-line spacing shall not exceed 25 feet on center in each story in both longitudinal and transverse directions in accordance with Table R602.10.1.3 However.the spacing between two adjacent braced wall lines shall not exceed 35 feet on center in order to accommodate one single room when the provisions in Table R602.10.1.3 are satisfied_ 8_ Horizontal panel joints in braced-wall panels shall be blocked in accordance with Section R602.10.10. 9_ Braced-wall lines shall have a minimum of two braced well panels unless the provisions of Section R602.10.2.3 are satisfied. WARNINGS 1. For buildings in SDC DO,D1,and D2 the user must ensure braced wall fine spacing greater than 25 feet satisfies the requirements of Table R802.10.1.3_ 2. The wall bracing provisions of the IRC may not be used in areas where wind design is required in accordance with Figure R301.2(4)B or whore the ultimate design wind speed shown on Figure R301.2(4)A equals or exceeds 140 miles per hour_ 3. Different intermittent bracing methods are not permitted to be mixed within a braced wall line for Townhouses in Seismic Design Category C and all structures in Seismic Design Category DO.D1.Of D2 in accordance with Section R602.10.4.1 item#3. wiay.stronglie.com/webapps/bracedWall This is page 2 of 2 - :� PLAN AREA SUMMARY } ��g LE r BUILDING AREA , 120Ell \VR --)r ADDITION FP COVERAGE r IN 92)LEVEL f rD w z UN 1JUN + (N) COV. AREAS, DRV WAY, FLAT WORK 336 S} N o6 �� j (E) HOUSE aGg s ❑ O 0 1 TOTAL BUILDING ANFA 2726 5F LOT COVERAGE CALCULATIONS CITY F ANACORTES TOTAL BUILDING AREA (SF) 2,726 SF LOT AREA (SF) 23.077 SF /2.60' S89°02'05"E 89.22' S89"02'05"E LOT AREA (ACRES) s3 AC — — — .— —. - — — — — I LOT COVERAGE ;22:) 1\ \ S I GI ' TREE } Vq 1:5} ca S' z '' \ ' -' \ \\.9.) >. rn 1 L.0 V o C .1: '7\ \ (...) • rT r 1 / 1 -//] J , 0 \ ! ry i, I;iIN 0O 4. lE \ \ • i{)0 Ay.#t y�'.` ���,t$�-. Jr [roco (1/ I ROC{r I' l' / 7/ � k°`fi��1 .� �' Aq ' 1��yi .G�.��,1 IrEVIs'lONS: c...P, li i i.l. i 4&\N 1 11 r ' )reference I f ! \ f`i 6/ j 1, . I'l \ \ sl f l 1,ii:\A„: J _. SO 1EncE rt-rcEaeo p1J� ill, -. Q i =° 11 Lel , \ - _ ` C < 10 LI L . - AS . r rr .i 'j 1LET NO; Sill A' GENERAL NOTES } o _� A33 {'� 1�1" I. ALL DIMENSIONS ARE TO FACE OF STUD moss NO1f0 O7HERW15f, N IN m /3'-4 II4'/ 3'-fi' / - 20'-0' 1� q a 'r 2. SCE SHEET Si,t,FOUNDATION PLAN FOR ADDITIONAL 480616E NOTES. U O c"o 5'-1 7/6'I 9'-8 1/4' 5'-1 7/8' 1� 1 L Ni1 �- U7 w m f / / / / 111��� r I 3. ALL EXTERIOR WALLS ARE 2A6-lb'O.C,STUDS.UNLESS NOTED 01HER1ASE M u W o1 V ' --- 4. ALL INTERIOR WALLS ARE 7A4-18'O.C.STUDS,UNLESS NOIEU OTHEflWSC. { U) i ' 4 x4°SLDR 45H°SLDR R U \ \ \ " 5. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER DISPENSERS, N O ��1` MEOVIDE CABINETS,KINIETC,ALL BATHROOMS CR OWNER FORBARS, LOCATIONS ,ILi J 11 6. fIACPLACf 70 BE SUPPLIED 0101 OUTSDE COMBUSAOH AIR DUCT AT LCAS7 6 SC.M. MD PRINCE RE0.0ILY CPERA&E 5089(8. INSTALL CAS nREPLACES MTh CLEARANCES / �- iill AND COMBUSTION AIR PER MANUFACTURERS RECOMMENDATIONS AND BY COOS., VEND HEICO OVER 7. 12-16"MONDERBOARD a EQUAL TILE BACKER 0 IOU SURROUNQ. STOVE W/MIN. 1�T �b °°r1( c+rr( OF NA ) 4 6 EXHAUST FAN VENT TO 0 V OUTSIDE /../.......> F�: H N /3'-5 1/4' FLOOR PLAN KEY REFERENCE NOTES ob /// -9 1f2'/ --1 NDiE�A9 OCRJ'fH19 PLAN // P61 .I ' - i. PRDINFR FULL HDOH7 1-HOUR FlRE SEPARATION MOVE, WALL USE 5/8.TYPE 11 GYP, 40 / BD, FROM MU05LLT0 BOTTOM Of FLOOR JOISTS MOVE,USE 5/8'TYPE'X GYPSUM BOARD, \ , QU 70 GARAGE WALLS,GOURDS,BEAMS AND CALUMNS.IV.TAPE h TEXTURE, PROVIDE A11 Ake / ® ,�\ 2 LAYERS 5/8''PRE'%'GYP.RI.ON ALL WALLS AND CEILING UNDER SIRES H.W.H. Y1 H. 2. USE 5/8'TYPE'14 GYP,8D.AT ALL EXTERIOR AND 1N1FRCR WALLS AS NOTED,USE • e NAWUYF RELIC,TEMP., 00 CI'05CT 'N DUROROL1f OR K9NCCR60ARD CEMENTITIOU5 BACKER BOARD WHERE TILE IS TO BC rWA and PRESSURE REUE( APP0E0 TO WAILS INSTALL PER LATEST EDITION OF'ILO COUNCIL OF AMERICA' ��// W"_�. '� VALVE PER 20 4.6. \ HANDBOOK,DETAILS W244 A B412,INCLUDING ALL ANSI REFERENCES CC 7"........ a k 3. TILE SHOWER ENCLOSIIIR,TILE 10 BE SELECTED BY 00800.WARS SHALL HAVE A W r'*� _ - �` ▪ BAiL-IR M SMOOTH,HARD,NCNABSOR8AN7 SURFACE TO A HEIGHT Cl NOT FOSS THAN 70 INCHES HEATING NOTES1. Ti ABOVE THE DRAIN MEET,I/CEMENR11GiS MATERIAL. ED0 NOT USE GYPSUM Z � ▪ 9'-0' //---"-.../ \\/ //�'m 1. AD0180N 10 BE HEATED 8Y ELEC. ��,� BOARD UNDER Hlf). SHOVER HEAR 8 CONTROL MICRO BY OWNER.VERIFY V - WALL HEATERS iN THE moo, t y SHOVER HERO HT.W/MR. MIN.STALL 512E 1024 50.]N.&SHALL ENCOMPASS h BA1N,and BEDROOM{CONFIRM W/ Jp'DMA.CIRCLE W HOMEOWNER. SHOWER 4, 2Y x 30'MIN.AFRO ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. FRAME • Ca 2. FOLLOW MANUFACTURER'S INSTflU0- \ •i', DUO AGESS HOLE TO DEPTH OF i45ULA710N WITH NOT LESS THAN 1/2'PLYW000, ACCESS CY W ' DONS FOR COMBUSTIBLE CLEARANCES CLOSET I A I. COVER IN GARAGES TO BE HINGE°MD SHAH BE DEAN-ER-STRIPPED CR SEALED 11R1T. O .' -q .1� / T3146- ---- ^,CLOSET - --- q3,3 5. STNR HANDRAIL 36'ABOVE STAIR NOSING,INTERMEDIATE RAIL SPACING 90ALL L>_ Z F� a A .`��y, o 2516° ` >. `V\ N01 ALLOW A 4'DIAMETER SPHERE TO PASS THROUGH PER I.R.C.51C90N 312.2. Z w Li Z 1,): A; �� 6. GUARDRAIL 36'ABOVE FIN,FIR INTLRMEDIATE RAIL SPACING SHALL NO7 0 �/ Mil ALLOW A 4'DIAMETER SPHERE 10 PASS 1HRCU014 PER I.R.G SECTION 312.2. LIB > In /'/- �� NEW �) ` 7. PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT YAIH OWNER FOR TRIM Q "r / PACKAGE.CONTRACTOR SHAH ASSUME ALL OPTIONS. REFER TO MANUFACTURER'S SPECS �1 / OVERSIZED 0 FOR MINIMUM REQUIREMENTS 0I NON-COMBUSTABIE SOBROUND&HEARTH MATERIAL. Q OO 1/A, GARAGE 3-7 1/2' 2'-0 3/4' 8. ALL BUILDRIC WATER SUPPLY 5Y5IEM5 IN TWITCH QUICK ACTING VALVES ARE INST6LU0. C7 9tALL 6E FRONDED TOTH DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE M 0 Q ``y ` A I ' 9'-0"C.H. / ` WICK CLOSING OF THESE VALVES ORAN OUT,ND TRAPPING,ENO OF PIPE LESS THAN 0 N Z '^ A 1 NEW i 2 FEET ABOVE GROUND,POREANG 00WN. TANKS SHALL BE STRAPPED WITHIN'UPPER 1/3 R--UT C y. Q RESIDENCEEXIS1 "° IF _,..,-. ....1� 1 ENTRY , , NEW •f AND LOWER 1/3 TO PREVENT OVERTURNING IN AN EARTHQUAKE, }r_.,. VAULTED BEDROOM 9. F.A.U.ON 18•HIGH PLATFORM.TOP OF PLATFORM TO BE 11/6.1&0 PLINOOD,EXPOSED U (13 FACE AND SIDES TO HAVE 1 LAYER 5/8'TYPE-%'GYP.BD. NO FURNACE SHALE BE r^ 49'-0"C.H. INS1Al1E0 IN ANY carom SPACE VAIN ACCESS ONLY THROUGH A BEDROOM,BATHROOM, C J ``\ I OR CLOSET. PROVIDE Al LEAST 30'OF WORKING SPACE IN FRONT OF FURNACE. UP 1 10,PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT 8 CCU)SHUTOFF CONTROL ��°s6s +�� D VALVES HORIZONTAL WASTE AT WASHER. THROE 2 DUCK SHAH NOTAXI EXCEED A TOTAL COMBINED �/ /� MU.R AND VERTICAL FEET T VCR OE 25 FEET. THE MAXIMUM LENGTH#THE DUCT ' \ DEALL 9E REDUCED H0 FEET FCC EACH TER A DU ANO 5 FEET BO EACH 90- i 544 SLDR EGRESS °ERRED BEND, A MINWUM 4-INCHED WITH BACK-DRAFT EXHAUST DUCT 9 SMOOTHBORE, N10E-Ct SIAOL 1 MAIFITTIN REQUIRED WITH OR 1 3/0' ICKPDO A0L7 li 11.$Elf-CLOSING,TNT FITTING SIX1D-1W00 DOOR 1 3/8.THICK DOOR W/LABELED FlAE- r 1,1. I I 1"' pR01ECTCN RADIO OF HOT LESS THAN 2D MINS. PROVIDE GASKET SEAL%MERE THE ,5„.. SORB pi \ C00R MEETS THE STOPS 0 BOTH SIDES R ACROSS THE TOP 12.T'PICAL TOILET-WAX.L6 GAL/RUSH 13.SMOKE 9ElECfOR EVERY OMELLINC UNIT SHALL HAVE A SNORTS.DETECTOR LOCATED ;' / 7'-5 I/O' I 6'-6 I/2' / 4'-11 7/8' 5'-5 3/8" IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN 181 COARIOOR OR AREA .{ GIVING ACCESS TO EACH SEPARATE SLEEPMG AREA IN NEW CONSTRUCTCN,REQUIRED 4El'-R 7/6' I 14'-A' i 10=5 If4" EXTENT#HEADER SMOKE DETECTORS SHAD RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WRING / / / / AND STALL BE EQUIPPED WITH A BATTERY BACKUP. DOUBLE PORTAL FRAME(7WC BRACED WALL PANELS) / 14.EGRESS TANDEM SHALL NAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5,7 dEXTENT OF HEADER SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20'WIOC AND �- � SINCEE PORTAL FRAME{ONE BRACED WALL PANEL) 24"RICH. SILL HCICNT MAXIMUM 44'OFF FLOOR. RL lV11.as'8[r HEADERt 15.MECHANICAL FAN. BATHROOM,LAUNDRY R00M5 AND THE LIKE SHALL RE FRONDED WITH EXISTING I • A MECHANICAL FAN CONNECTED TO THE OUT20E CAPABLE OF 50 C.F,M,AND SHALL NOT RESIDENCE H f �I •> TERMINATE CLOSER THAN 3 FEU TO ANY OPERABLE WINDOW OR OPENING INTO THE TO I) S BUILDING, MINIMUM DUCT SIZE IS 4 INCHES DRYER,KITCHEN,AND BATH FANS 70 BE 1; SEPERAIELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK PRIOR TO INSULATION FOR EI 6'10 171 II '=_'1 PRAWNS INSPECTION, EXHAUST FANS 10 BE CONSTRUCTED OF SMOOTHBORE, TYPICAL WALLS ARE TO BE CONSTRUCTED 710N00MBUSTBLE MATERIALS. APPROVED FIEK CONNECTORS NOT EXCEEDING 6 FEET IN WALL LEGEND I FASTEN 10P PUTS TO HEADER WIN P10 yl rn.PORTAL CRAPE .. „ LENGTH MAY BE USED IN CONNECTION VAIN DOMESTIC DRYER E%NAUST. REVISIONS: USING CONTIINUOUSSHEATINGMETHOD,U.N.O. I ROWSCF16D%PERHAISetr0.Clri, CCN61R005M NEW WALLS „ '' 16.METAL OWES SHALL NOT BC iNSTALLEO WITHIN 4"#THE GROUND, WHEN METAL DUCTS 1- �` �- ARE IASTALLFA 1N OR UNDER CONCRETE SLABS,THEY SHALL BE ENCASED W Al LEAST 2' T side e,lboaks R602,1.1 COHTHUWS SHUTTING ORA(YO WAIL PAWS LAMM1AHWS SUMS SW'I.SIA24 C.R EQUAL FORA PANEL SAJCE{F EXISTING WALLS i ] SHEA1HNIC PnHOB1 REYAIPE 51RUCTORAa PANEL 6HCAIHNG TO BEY ;; 1" R[LDED).PANEL E0CE5 0TALL 0/C CONCRETE. USE0 CN ALE SIAIAOE%FACES 0H ENE STE fW A WEED WAIL •• BE OVUM AND OCCUR „ .. 17-FLOOR SURFACE N GARAGE CAAPORI 10 BE NONCOMBUSTIBLE OR ASPHALTIC LIME 2I(4ANG AREAS ABOVE AHD BELOW DPERRGS RHO GUDE ChB FASTEN STEAMING 10 HEADER wlx AD CORM. WHIN 24'OF ND NEI0i1. / EXISTING WALLS ' 3 WAILS. BTACED WALL PANELS OWL 8E COLSIRUCIED IN ACC00A7OE .. I" EN GALVANRE0 80x NAILS IT 3'GAG PATTERNS ONE ROW T M.94AGHNC .. „ 18.CONCRETE PORCH,WALKWAY.STEPS MD LANOMGS SHALL NOT OF POURED AGAINST 3 TO BE REMOVED WIN ONE OF THE METHODS IISML al TABLE Rb02.104.1 COMM „ L, AS WW1 AND!'DC,IN ALL FRANC O(SNOS 70 FRANTIC HALING IS „ „ WUOD FRAMING wAEIIc WHOM OTHER THAN nMr�uSRD N TARE RFM7.10.1.E, I,. &GIXNQ MD SUS)TAD, IICO01dD N a4 DAMP IS.. .. 19.1YHOLE HORSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC 000100,50110 AS OWL NOT 6E PERKED FICNG A BRACE()WALL MIS PATH USED,IH:2.1 S MUST BE CCENN000S AEAINNO :. 04000 TOGETHER AOl(!)160.. .. A CLOGS TIMER YATIi A RIND RATING OF 1,5 OR LESS 1.. MN.WID1N.16'MR OHE STORY SIRUL7URE5 Sp1E1S ,• 20,DOORS. INHERE DUIDOOR MR SUPPLIES ARE SEPCRATED FROM EXHAUST POINTS BY DOORS, ISSUE: 1,: RW.M01N"Sn'FOR uR[N THE 1RSf 10 1N0 ��� PAON510.N5 SHALL BE MADE 10 INSURE AIR{LOW BY UNDERCUTTING 05505 OR PATE: 6109Y SRUCIURES CCNIHAOUS SEATING l4 01 SII°1GTTHVL PhISL 6TUTRNc .. I,. -I- COMM i811011h110N OF GRILLES BY 3/4'MINIMUM. M CROIROk Bd COMBS WAS al 6"SPAEWD(PANEL 1 0was)111'and n0 IY SPACNG(N7EI11EDATE 61PPORrs)a 16 AC .. I..,PN,Ael FRAVWO ::1 -. 1 V STARES el r SPACING(PANEL EWES)and 6'SPACING I" ''1 pWI[RREMAIf 90PPOp15), „ j,�VUK )DIE$N0E0 S1 UCDURAL PRIER 9$y J 01 I!---, 3. '. /�` 4N.DOA1L 2N POST S 16d AAA air D.L. 0 GYPSUM WINBOAROS AS MHNUM 21'WCDD MAGGIORu VT, FOAM ARS MIMEO MEd VIAL 0 12'0.G ' PANEL 9YLADGE 04 32'41010ISA SISSON ANOIOR SI1011 0R EIX1AL Illi N ACCORDANCE WHIN FIEABM0D SKATING(BOTH E06S(HAPTER 7 .GYPROI WALLBOARDS AS _ ATCONIERSS- s[5[C1wM R401.10.82_ REOURED ANO PI MAH[O Bd NAIL 0 85 O.G.CN ALL FRAPREG . � I�l1E IT OCCO OANCE YAM MEMBERS 0 PANEL[DOES AND 43' -')-0l 1. SMWSCN ARMOR 51HDB aR EQUAL - 3C e 1 Al PANEL EDGES RENDERS k0T L - , lLi f 64 NAIL 0 6"0.0 UMW 21'MOO STRLIGIHRAL (ALL PANEL EDGES) PANG 9K41 140 OR 30'51RUCMIRAI (0)MADE CORNER DE1A0. i- - -r 1 0 FIBER80AA0 WAGING(801H CODES y LY Al MIAS) 1M1T -ICCgijZ (A)OUTSIDE CORNER MEAL FIGURE R602.10,3.3 Z 0Mill R& te Al CONTINUOUS STRUCTURAL METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS g lit! PANEL SHEATHING RLS f-ii N7,5 SHEET NO.: MAIN LEVEL FLOOR PLAN - 920 (N) S.F. (INCLUDING GARAGE) A2.0 SCALE: 1/4" = 1'-O" SHT OF 6/20/17 ra - GENERAL NOTES - t o zT_D 2 E ' m gh. } +' {I I. ALL DIH[NSIONS ARE 70 FACE OF 51U0 STRESS NOTED OMERIXSE. < En Ea Fo' � 7U 'J 201 2. SEE SHEET 51,1,FOUNDATION PLAN FCR AD3T10NAL FRAMING NOTES Z U U O "v. 4'-O' 3'-6' 20'-0` tiF 1777 L 3. ALL EXTERIOR WALLS AR[2x6-16"0,C 51035,HITLESS Ro1F3)DTHERINSL. ((j = '- w 11 / / 4. ALL INTERIOR WALLS ANT 2x4-1fi-O.C.STUDS UNLESS NOTED OHERYASE FL Ul o '' " 1'-II 1/2' C-6 1/!' .if-1 3/4' 9'-10 I/O 0 U P l 5. PROVIDE BACKING IN ALL BAMRCaMS Ell TOWEL 8AR5,TOILET PAPER DISPENSERS, 0 - 1 L ",\ 5'-I 7/8'I A'-11 7/8' / 1'-6 3/8' 5'-1 7/8' / OIL�5ES MEOIOHE CABINETS,ETC, COORDINATE YAM OWNER FOR LOCAADHS \ 4� 'yII j"LLr 6. FIREPLACE 10 BE SUPPLIED RCM OUTSIDE COMBUSTION AIR DUCT AT LEAST 6 50.IN, A7°iSLOR 4�46�5LOR MID PROVIDE READILY OPERABLE DAMPER. INSTALL GAS FIREPLACES H17H CLEARANCES \ \ . ti , \ \ \ AND COMBUSTION AIR PER MANUFACTURERS RECOMMENDATIONS AND IT CODE. ORT \ I 7. 12-16"W:NIOMBOARD or EWAL TIE BACKER 0 TUB SURROUND. ® OUTSIDE FAN VENT TO �' FLOOR PLAN KEY REFERENCE NOTES 1 \ `- Fp BEDROOM BEDROOM n - NOTED AS ODF1 TI-A PLAN la n C,H. N - I. FROMDE FULL HEIGHT 1-NWT FIRE SEPARATION LASSIE WAS.. USE 5/8'7115E'X'GYP, \'4,, 8'-O'C,H, BD. FROM 1Um9LLT0 BOTTOM OF FLOOR JOISTS ABOVE,USE 5/8'TYPE'X'GYPSUM BOARD. la _ ON ALL GARAGE WALLS,CEILINGS.BEAMS AND COLUMNS,TYP.TAPE&TEXTURE, PROVIDE 2\ \ �\ TAIRS 2. USE 5/ TYPS E X'GIP,81), T ALL EXTERIOR ALAND NTELS AND RIORNWALLS AS NOTED.USE / a e 0UROROCK OR WONDCRBOARD CEMENIITIOUS BACKER BOARD WHERE TILE IS TO BE 7 241fi 246 ,: 6.40 APPLIED TO WALLS, INSTALL PER LATEST EDITION OF'ALE COUNCIL OF AMENICA' Ky �, / -N4\ LI 1/2"\ HANDBOOK,COALS 7244&D412,INCLUDING ALL ANSI REFERENCES LL \ y 'may 3. DIE SHOWER ENCLOSURE.TIE TO BE SELECTED BY OWNER.WALLS SHALL HAVE A W \ // 65�fie- = _ 1- n SMOOTH,HARD,S000350RBAH7 SURFACE TO A HEIGHT OF NOT LESS THAN 70 BIGHTS CLOY! I HEATING NOTES: ABOVE THE ORAfN INLET,0/LIMENHIOUS MATERIAL. (00 NOT USE GYPSUM Z A_ / r n \ I. A001710N TO BE HEATED BY EEC ROAM UNDER TLC), SHOWER HEAD&C0N1R0L SELECTED BY OVMER.VERIFY /2ek5o SH \ n LINEN WALL HEATERS IN THE BEDROOMS, SHOWER READ HT.W/OWNER. MIN.STALL SIZE 1024 S0.IN.&SHALL ENCOMPASS A \ \�\ �/ ttOSET 1 f+"� 1�6e BATHROOM,and BONUS R00M. I_ I`/I 30'DIP,CIRCLE W / \ ,o (CONFIRM W/HOMEOWNER,) 4. 22'x 30•RIR.ATTIC ACCESS 70 BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. FRAME MrS.1 2. FOLLOW MANUFACTURER'S INSTRUC- OUTEN I ACES HOLE TO DEPTH OE INSULATION WITH NOT LESS THAN I/O' IYNT)W, ACCESS O! 1 7 ry II 2'v6e 0 , MS FOR COMBUSTIBLE CLEARANCES. �• / COVER IN GARAGES 70 BE HINGED SlUR AND SHALL 8C REAMER-STRIPPED OR SEALED TIGHT. 0 Z W II B ROOM ti i 5. STAIR HANDRAIL 36`ABOVE STAIR RISING.INTERMEDIATE RAIL SPOONS SHALL L� L /, I I 1 NOT ALLOW A 4'DIAMETER SPHERE TO PASS THROUGH PER I.R.C.SECTION 312.2 3 8'-O"C.H. Z W '�- _ ,n ,1 8. GUANDRAA 36"ABOVE FIN.RR. INTERMEDIATE RAIL SPOONS SHAM NOT ,A,, +• di - A ALLOW A 4'D]AMETER SPHERE 10 PASS THROUGH PER O SECTION 312.2. p 1..1-. > I/l ' 1/2 LA- e ® � A3.3 7. PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.IRO WITH OWNER FOR TRIM Q WIT F \-� 2A"6 \ PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO MANUFACTURER'S SPECS 0 1- FOR RERUN REQUIREMENTS OF NON-COMBUSTIBLE SURRCUNO 0 HEARTH MATERIAL. Q Q CC O / 8. ALL BUILDING WATER SUPPLY SYSTEMS Ri FAITH WICK ACTING VALVES ARE INSTALLED, - (_) / ' 8- /2- 9'-0 3/4" ,. SHALL BE PROVIDED WE I MACES 10 ABSORB HIGH PRESSURES RESULTING FROM THE M J O Q r / - P L� QUICK CLOSING OF THESE VALVES. DRAIN OUT,HO MAPPING,ENO of FIFE LESS THAN O ON P BONUS ff i 2 FEET ABOVE GROUND,PETTING DOWN. TANKS SMALL BE STRAPPED RUED'UPPER 1/3 4 ; Q R 1 ROOM " MO LOWER 1/3 TO PREVENT OVERTURNING IN AN EARTHQUAKE. O '� I y ` 9, TALL CO ID'HIGH PLATFORM.TOP CF PLATFORM TO RE 1 I/8'7&G PLYWOOD,EXPOSED L) (' y /\ a I 8'--0' C.H. , BEDROOM FACE AN0 9DES TO HAVE 1 TAXER 5/8-TYPE'X'OW.DO. N0 FURNACE SHALL BE a' ^-�',;, INSTALLED IN ANY CONFINES GRACE WITH ACCESS ONLY THROUGH A BEDROOM,BATHROOM, OD1` S'-0"C.H. IL H CI(1SC OR CLOSET. PROVIDE AT LEAST 30-OF WORKING SPACE 1N FROM OF FURNACE. �y I • 10.PROVIDE DRYER VENT 70 EXTERIOR. PROVIDE RECESSED HOT A:COLD SI-HMI!CONTROL n -I 6°xbe VALVES&WASTE A7 WASHER. EXHAUST DUCTS SHALL 807 EXCEED A TOTAL CO/MIMEO ,, o 'T � HORIZONTAL AND VERTICAL LENGTH OF 25 FEET. THE MAXIMUM LENGTH OF THE DUCT / 5 ! I SHALL BE REDUCED 2.5 FEET FOR EACH 45-DECREE BEND AND 5 FEET FOR EACH 90- / la I , m DECREE BEND. h MINIMUM 1-INCH DIAMETER EXHAUST DUCT OF SMOUHUORE, �d"�y'"� NCNCOM0U508LE MATERIALS REWIRED WIN BACK-DRAFT DAMPER. _ "'VD` ,_ 1 II.REV-CLUNG,TIGHT lRTHG SOLID-W000 DOOR 1 7/8-MILK DOOR WI LA8CLL5 TIRE- T •N4'I' L,_, 1 . __, PROSECRON RATING OF NOT LESS THAN 20 M1N5. PROVIDE CASKET SEAL WHERE OAF r \ \ \ DOOR MEETS THE STOPS 0 BOTH SIDES&ACROSS THE LOP 12.FRUGAL TgLEI-MAX.1,6 GAL/FLUSH \\ q•-O• b'-6 1/4' �'-2 I/O' (-11 7/6" 5'-5 3/8" 13.SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN EVERY 0EOROW AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA 10'- 1/4' PANG ACCESS TO EACH SEPARATE SLEEPING AREA IT NEW COISIRUCTO4,REWIRED SMOKE DETECTORS SHALL RECEIVE 1110R PRIMARY POWER FROM THE BOLDING WIPoNG _6• AND SHALL AC EQUIPPED WIN A BATTERY BACKUP. 14.EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 MARE FEET MIN. MINIMUM NET CLEAR OPFNAIL£SECTOR TO BE 2O'WIDE AND 24'HIGJI, SILL HEIGHT MAXIMUM 44'OFF FLOOR. • 1 15.MECHANICAL FAN. 6AHROOR,LAUNDRY ROOMS ARO HE LUE SHALL BE PR0M0E0'MH A MECHANICAL FAN CONNECTED 70 HE OUTSIDE CAPABLE OF 50 C.F.M.AND SHALL N00 -® TERMINATE CLOSER THAN 3 FEET TO ANY LIPENABLE WINDOW OR OPENING INTO HE Ark- BOLDING MINIMUM OUCH DE IS 1 INCHES. DRYER,(RICHER,AND BAH FANS TO BE CV' SEPERATELY VENTED 70 THE OUTSIDE. INSTALL DUCTWORK PRIOR 10 INSULATION FOR _ FRAMING INSPECTION. EXHAUST FANS 70 BE COIHSTAUCTEO OF SMOOTHBORE, NONCONBOSNOLE MATERIALS, APPROVED FLEX CONNECTORS NO1 EXCEEDING 6 FEET IN LENGTH MAY 6E U0E0 IN CONNECTION WITH DOMESTIC DRYER EXHAUST. (REVISIONS: 10.METAL OUC75 SHALL NOT BE INSTALLED WITHIN 1'OF HE GROVEL WHEN METAL DUCTS UPPER LEVEL FLOOR PLAN - 755 S.F. ARE INSTALLED IN OR UNDER CONCRETE SLABS,THEY SHALL BE ENCASED IN AT LEAST 2- side epIDaGxs 0/O CONCRETE. SCALE: I/4" = I'-0" 17.FLOOR SURFACE INGARAGE/CARPORT TO BE NONCOMBUSTIBLE OR ASPHALTIC. 18.CONCRETE PORCH,WALKWAY,STEPS AND LANDINGS SHALL N01 BE POURED AGAINST 3 WOOD FRAMING lg.WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMAPC CONTROL,SUCH AS A CLOCK TIMER YAM A ZONE RATING OF 1,5 OR LESS ISSUE: 20.DOORS MERE OUTDOOR AIR SUPPLIES ARE SIPERATED FROM EXHAUST POINTS BY DOORS P000001S SHALL BE MADE 70 INSURE AIR FLOW BY UNDERCUTTING DOORS OR HATE: INSTALLATION OF GRILLES BY 3/4'MINIMUM. 9111 illi Z eii S Y IL L.A W FPI l 1F1f1 SHEET NO,: A2.1 SHE OF 8/20/17 04, • 411COPP A? 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: 4120 R Ave Owner: Travis & Lauren Beaner Constructed by: Travis & Lauren Beaner Building Permit #: BLD-2017-0063 Date issued: July 11, 2017 Use Zone: R-1 Dated: May 9, 2018 Authorizing Official: , y d Cityof Anacortes Invoice/Permit#: BLD-2017-0063 t 5 904 6th Street Applied date: 02/06/2017 _ P.O.Box 547 Issue date: 07/1112017 s?.. '0, Anacortes, WA 98221-0547 Expire date: 01/0712019 '" (360) 293-1901 Job Address: 4120 R AVE Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-3643 Project: APN: P57980 Remarks: Addition to Single Family Residence constructed per approved plans Owner: TRAVIS & LAUREN BEANER Contractor: Address: 3306 M AVE Address: ANACORTES WA 98221-3348 Phone: (360) 708-3021 Phone: License#: General Information: Fees: Use Zone R1 Building Permit Fee • 1,357.75 Deck Square Footage 26 Plan Review Fee 882.54 Building Valuation 164280 State Building Code Fee 4.50 Occupancy Group it-2 Mechanical Permit Fees 64.05 Lot Area 23077 Plumbing Permit Fee 97.00 Construction Type v-b Total Calculated: 2,405.84 1st Floor Square Footage 541 Deposits/Receipts: 0.00 2nd Floor Square Footage 750 Porch Square Footage 26 Total Due: 2,405.84 Stories 2 Garage Square Footage 429 #of Showers 2 #of Dishwashers 1 #of Gas Piping 1 #of Gas Water Heaters 1 #of Hose Bibbs 1 #of Ventilation Fans 2 #of Kitchen Sinks 1 ` ' -' r�' `_' .o #of Lavatories 2 r`' `'' .`• `. `--7 i -4 n l r+.. . 17 #of Water Closets 2 . e� '" . rr #of Water Piping 2 r rr• -r "-.J I Li. #of Range Hoods 1 o u a , „ rNo r- 'n o r: 1::. {,1 0. D . I. n r- m THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DA` , OI IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED_i I`: HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PR_OVcC)11 ' OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR 401 THE-} GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER 1-4E.b , LOCAL LAW REGULATI CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION, II, --1 rr% ia -, SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUE(// a BY .- 1-. err. rem—_- —p �i fi. a:.. :�7 3 -d .V T # Anacortes Planning & Community Development Dept. Permit Center P.O.Box 547,Anacortes,WA 98221-0547 PI-I(360)293-1901 n•`ol, Don Ivleasamer,Building Official,Planning Director FAX(360)293-1938 May 1, 2018 RE: Temporary Occupancy for: New Addition at 4120 R Ave Permit# BLD-2017-0063 This letter will stand as a"Temporary Certificate of Occupancy" for the project at the above referenced address. This will expire within 90 days from the above date, at which time the corrections listed below will be completed, and the final Certificate of Occupancy will be issued. Items to complete within 90 days: 1. Finish bathroom. 2. Finish stairs with 3/4"-1 1/4"nosing and a 3/8"variance throughout; and make sure that handrail is 34"- 38" above stair noses. 3. Install hood in kitchen. Items to complete by end of the year (2018): 1. Complete the final grading and landscaping. Maintain erosion control until all landscaping is complete. If you have any questions, please contact me at 360-293-1901. Thank you, `r -c Fyrrce City of Anacortes Building Inspector Acknowledgement: Owner/ Contractor: ' / Signature Date Anacortes Planning& Community Development Dept. Permit Center P.O. Box 547,Anacortes,WA 98221-0547 PT-1 (360) 293-1901 Don Measamer, Building Official,Planning Director FAX (360)293-1938 April 10, 2017 Josh Schafer joshuadschafer@hotmail.com RE: Plan Review notes for the proposed new Addition at 4120 R Ave. Please address the following items so I can complete the plan review. 1. Please list lot slope and building height from average original grade on the plans. 2. Please list the 10 foot minimum side setbacks required by the R1 Zoning on the plans; and list the Zoning designation on the plans. 3. Please list the current 2015 Building Codes on the plans. 4. Under the description, what is meant by "Fire Rating"? 5. Provide a landscape plan. It may be shown on the site plan. 6. 2015 Washington State Energy Credits need to be shown on the plans. 7. Insulation is required to be R-49 in the attic unless raised-heel trusses are used and R-38 extends completely across the top plates. Please indicate this on the plans. 8. Please list the Wind Exposure of the residence on the plans. 9. LSTA254 us bit a sufficient CS strap on the interior of a PFHD for a 10' opening,which would require a 1,825 lb. strap for Wind Exposure B and 3,225 lbs. for C. Please correct this on the plans. 10. Please indicate on the plans where the egress windows in the bedrooms are located. 11. Water heater needs a bollard in front of it in the garage. Please indicate this on the plans. 12. Water heater needs a Vacuum Relief Device and Temperature and Pressure Relief Valve per 2015 UPC 504.6. 13. Please indicate on the plans where the kitchen hood is to be located and the how it meets the minimum code of 100 cfm. 14. Stair nosing needs to be between 3/4"- 1 1/4". Please list this on the plans. 15. Please provide a Braced Wall Plan that meets codes or provide engineering. BWLs need to be 25' o.c. maximum. 16. Please indicate on the plans where the wall heater units are to be installed and label the clearances to combustibles, so that it can determine if they meet code. 17. Please indicate on the plans whether you are building a duplex or an Accessory Dwelling Unit. There are separate Planning, Public Works and Stormwater reviews pending. Any corrections they may have will need to be addressed and corrected before the permit will be issued. Please contact me if you have any questions about these notes. Sincerely, Groc Fyrrce Building Inspector City of Anacortes 360-293-1901 4 � Anacortes Planning, Community & Economic Development Dept. • P.O.Box 547,Anacortes,WA 98221-0547 PR(360)299-1984 Coli.* Don Measamer,Director of Planning, Community and Economic Developrnent FAX(360)293-1938 March 29, 2017 Travis Beaner 4120 R Avenue Anacortes, WA 98221 RE: Stormwater Review of Building Permit Application; 4120 R Ave; BLD-2017-0063; Parcel#: P57980 Mr. Beaner, Please include a Hard Surface Area Breakdown on your site plan. Include all new hard surface area, both impervious and pervious, and include the street improvements, if any have been required from the Public Works department. If new hard surfaces area is less than 2,000 sq. ft., then only construction Best Management Practices (BMPs) shall be required. Please note that the Stormwater Review is independent from the Building Department, Public Works Department, and the Planning Department. If you have any questions, please feel free to contact me at 360.299.1969 or by email at ka]tlynn( citLofanacortes.arg. Sincerely, Kait Nelson Associate Planner Page I of 1 Anacortes Planning& Community Development Dept. t.Ix Ceo r , A" Permit Center "4, ,9 P.O. Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 Don Measamer, Building Official,Planning Director FAX(360)293-1938 April 10, 2017 Josh Schafer joshuadschafer@hotivail.com RE: Plan Review notes for the proposed new Addition at 4120 R Ave. Please address the following items so I can complete the plan review. r/'1 .{_Please list lot slope and building height from average original grade on the plans. t4r. Please list the 10 foot minimum side setbacks required by the Rl Zoning on the plans; and list the Zoning designation on the plans. *'3 Please list the current 2015 Building Codes on the plans. Under the description,what is meant by "Fire Rating"? '°4 C ,,/ "-/ — 5. Provide a landscape plan. It may be shown on the site plan. r i -erre , o i* r. '�'' 2015 Washington State Energy Credits need to be shown on the plans. J# Iv;it r ""`1 ' --sulation is required to be R-49 in the attic unless raised-heel trusses are used and R-38 extends completely across the top plates. Please indicate this on the plans. r , e h# { Please list the Wind Exposure of the residence on the plans. 9. LSTA254 us bit a sufficient CS strap on the interior of a PFHD for a 10' opening, which would require a .- ,- 1,825 lb. strap for Wind Exposure B and 3,225 lbs. for C. Please correct this on the plans. i O. Please indicate on the plans where the egress windows in the bedrooms are located. Aril. Water heater needs a bollard in front of it in the garage. Please indicate this on the plans.(X PPS V12. Water heater needs a Vacuum Relief Device and Temperature and Pressure Relief Valve per 2015 UPC . � 504.6. P/K• Please indicate on the plans where the kitchen hood is to be located and the how it meets the minimum / code of 100 olIn. if St .•nosing needs to be between 3/4"- 1 1/4". Please list this on the plans. 1 . ease provide a Braced Wall Plan that meets codes or provide e gineering. BWLs need to be 25' o.c. um. wit/ if ore & ppe✓ ,c'# 1, c 0(7/%r 4 � fr4f n ra en/ir7r lease indicate on the plans where the wa 1 heater units are to be ' stalled and.label the clearances to brnbustibles, so that it can determine if they meet code. /) it wed "'"i ' ` `.""' 4/. Please indicate on the plans whether you are building,a duplex or an Accessory Dwelling Unit. There are separate Planning, Public Works and Stormwater reviews pending. Any corrections they may have will need to be addressed and corrected before the permit will be issued. Please contact me if you have any questions about these notes. . . Sincerely, 1 . , 10 /# , Groc Fyrrce Building Inspector b (C:3111 City of Anacortes 360-293-1901 I ANACORTES PUBLIC WORKS DEPARTMENT 0 � . °16 Steven Lange, Project Manager P.O.BOX 547,ANACORTES,WA 98221 PH(360)293-1920 3 ,t,1 E-MAIL:stevel@cityofanacortes.org FAX(360)293-1938 Memo Date: February 28,2017 To: Paul Ingalls, Plans Examiner From: Steven Lange Subject: Site Plan Review#1 for 4120 R Avenue cc: Eric Shjarback, Jim Baldwin The submitted site plan for 4120 R Avenue was reviewed by the Public Works Engineering Department on February 28, 2017 • 02-13-17: Submittal to Public Works Engineering • 02-28-17: Public Works review and memo back to Planning Department The following comments are provided: • No frontage improvements are required under this proposal. • A City of Anacortes Utility Map has been provided for this site. There is no Public Storm Water facilities in the area. • Kait will need to review the site and storm drainage for Minimum Requirements 1 to 5 since the plan was submitted after 01.01.17. • Site Plan should show all encroachments, as identified on AF#20110240081. • Suggest the applicant provide a soils report for the oil tank removal to ensure there are no contaminated soils on-site. • All property corners should be located as shown on the AF#200112140037. Otherwise, a new survey of record should be provided. a`� 10 41 ek • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste • Transportation •Equipment • Capital Projects • Development Services -� — y, a _PLAN AREA SUMMARY > 7 r BUILDING AREA NNN LAVE; u p (N)ENTRY ISn SF SS H (A)GARAGE 429 SF 2 - (N)AP AR TIAEN7 338 SF n O 4 (s)OOV.AREAS 26 SF .. - . (F)HOUSE 1...9 SF TOTAL BVILSOAG ARE4 2,8G5 SF LOT COVERAGE CALCUIRTION'S TOTAL RFJILDMG AREA(SF) ?,6-t Sr 72.60' 539'02'05'E 89 22' S8.9'02'05• 'E •{• �GI AREA(srj za.oT7 SF E p — ,.y T _ E1 LOT AREA(ACRES) .53 AC lip I I of- 4. LOT 22VERAGE q12.' rC -\\:::::\ ! ''Z'4452 1 • \_ TREE c : 2K / F I: • \ i s' V r. o a iw 5 Q• «if OY�. AAA t ra ra_I TTA�-di - U • air �i� 5 9£ x `fir - )si ►++0N+Sma sa► , \ ad''' \? \ •I' ` . • A \"7- ` R0 . Ck u MoN« °o-s 4 \ N \ 4 E �` • \7 --- r, i i V 21:°i ri2.24CCS i I - —— __ . — 150.82 5887359-5E j a i ----- ----- G 1+�{ 31 �[• k Iq ` - �hk s ]��3 yF r Zu f SHEY I, IFE 0x.7 .(1 ,ii / ‘ r l 1 1 \ 2: I 1 r. 1 , `, 22 ‘ _ r 1 r r r r �`\ \r -� r r C rr \ \ \ � r� C \ 4120 14. ,i,„ \ , r r r 'r Z },. ,i , r 7 `r - - � It,1/2/_,08 \ � I 7 C.0, \ 1QUI1L1ASEMENLAE#2QO2003 _ 4 - ....,,;,,,--_-:______ .t, t -17v r f \2, , 'r r 412 '\, \ 4/4/..,_, r \ r 4crt it ` . ' 'rat- 1a -. 4 • —_ SURVEY IN THE S. W. 1/4, SEC_ 3O, T:IP. 35 N. RHO. 2 EAST, W. M. 11C��T tr,��I o.I� I ,sxiry•1 caunty Pudllor Pi,j 0,2412001 rage 1 of 1 2:1b:1aPh1 T `5 I/2II' • 1 lit 1 • f .}: RtlaRli Fl•:Nr.F. - M . " k-Y-I-s sT o '19•E FD. 0.25NE % • iz 132' 161' ° t3NAr?11.K.1'ENCS < .~. .~. - - - - t , .a. 3O' 1, 30' i - - m* 22 '�i'�yt,. i` 23 • , SCALE f` - 46` 23,O7U t7-SQ.FEET ``> * l z • lY <� . I � FI A \_ CJ`, O _ f0 __ __g 06'35'4b' E ill'—— . ter'' A .R.45' D.58" 47' 54' L . 45,18 J _ B*•S 99' 46• 3B' E 33.54' - 150.80 C R.75.95' h 89' i5' 27 L+ 110.55' In'Ulilirr F.A,SEMOkrr.Yl. Id 0-H 4` 57' 55' E 42.50. \ \ 21 ,` /7/ LEGAL DESCRIT3,DH `I�i 3�t LOT 22 OF PEAT OF MOUNTAIN VIEW PARK FILED `3- ' ,� IN dOLIkiE 7 ON PAGE 77, REC0RDS OF SKA6IT � 1 ,� COUNTY, WASHINGTON, `� J 7.0 SET RE-BAR AND YELLOW CAP P.L.S. F9S59.• . • L \ .v' -ar"�5s� �tyGN1 3.■FOUND FOUL RE,BAR�HITHIPE CAPI/ CONCRETE. _ SCALE i` - 10' - el.* 11':` s 4. FOUND NAIL AND HASHER FOR INTERSECTION 7-15-88. SEE `_ . - .. • R03 AUG. t 9207i50012. \i.,` .,.r o 5.L.FOUND CONCRETE NAIL FOR CENTER OF OIL-DE-SAC 7-i5-99. 't SEE 905 AID. A 9207150012, ENCROACHMENT ALONG EAST LINE - 5.Q)PLAT MONUMENT NOT FOUND, i LOVES. r7.Jf-4cnr 7. BASIS OF BEARII125 PLAT OF MOUNTAIN VIfH PARK. `a-22-I B. EQUIPMENT USED: 5'TOPCON GTS-303. S. ERROR OF CLOUSIRE MEETS WASHINGTON STATE SURVEY STANDARDS, S0. SURVEY IIETHD7 STANDARD FIELD TRAVERSE. 11, THIS SURVEY DOES NOT PURPORT TO SHOW ALL INCIl RANCES OH EASEMENTS.. RECORDER' CER F C 3 SURVEYORS CERTIFICATE . fl(� { 1 d I { ASSOC f1( BOUNDARY SURVEY 'Filed for record this OLIdey ot3 i.a�.2}I Ibis gap correctly CeOresenta a survey wade by ne or under 31t • CF OSSMAl-1 Lit ASSOC . FOH In book_pi of 0egr......,,,._st the request of: direction in cnnloreance with the requlreler+ts of the Survey. . A!, l 1 Vfl DON DANIELS �y`.�iq o According Oct et the request of; ,Dr i?�I L.S,`--. LAND SURVE f ORSS L !C<ic0.S$T �S,!. sneer- !3 '! • WALL a (WC ,m�a RECOAOS�� CO. Run. �1���. c- oi-- i6.a6 MCLEAN RD. MT. VERNON, �•�A. �'�, 0-22-0/ 200 34 . • _+ y „ 'Y / � PHONE (360) 424-7359 1,.r n.dsr mr�s;t s r • Cer111 ics1r fl4'.OW . Ava, v ,uo. _._ �. Vic. 5A ifc !,,i,,atti.‘,,c...41„,,,,11):ILI,liv000, tvt� M. PSI - - -rt -— __ 1ISEC. NTE S /, 5U r �k . \3. \ . . . . 6 0. 1 fD �• s q • A��r T9. \ , t 5 m? �, `` 1 y0' 47� gq, tt�y6• 2',o, 23 t314 t i-SQ.fCET _ P8756 ,5y8Q 42,55' 4'r tea' . 4 5 101.7t.45'a - T o-ti f _ "-�� t5� t 1p 0,mat. w EM• - y(EM P F0.A6i 4 0.01-°6F pt,A 0.4 p45 -r 4 PF '/ 21 TOt 22 N yU "11pFS 15TON. tllcm CO oe/E- SfcE / P•t-' \ l 711111''''Cro:::5:;:::SPE:f°M' INTE 'F.CT10r7S f5s�t � TEA0 0-..{�E1 ii� `� f/ �.sRc,ss .^(i44 4. FE 14jaL. E0012 F°p'cF�+ • • • !' �; sas cv �7 z�soaa. ITN�iF�+P AA- 1ai �\ / �� +. S POS P� FJnYvF13• SSAtE 5�v5Y t r _ 5 at POI# rPIPt6 1.0201(45N151S-N�'TOW- � � ? Bp5I9T � f15 VIE, 1 ' > GlY44 Llt� �,E0t)I4 �•pUs fl et>� 51+ 11�- t 31,267 S. EWR� gt►tIDAGQ 0T SO ctnaes r 5T�,NEy*TO, NDT � . RECORt7Et�V1SF� /p.22'� so• THIS oFSURi B1 Fµ15 Rf it: ttt5. oF T RECoRU f SUR4' oil E�SFl 7f{LS- REttSlaN �2iF1tCB NNGNlS SdpVE tit or,fy Au,,,,omov,cf.T.- Bpd�a�R�, D�,Ah t1N OWTftE tto LA AS'a 1„\ 4-14 .2 Sd � eqo �� pRISCv 2� 4 ti% �tJ1P AS , r, TE under rry C�QS �p10 5v�'1�K© �1ydb1. 4aA 5 1':r. '� ��' Y vE x c xr.xau> . CEAT ,ode oT t sne s+`" EAS•i A Ala, fl ✓ 1FTdA or �y O, H, 7359 `� .'?•e! S �VE �gSt„ e°to �tref��eafitlrA� • �6'>A6G�{pntE l'�sj01 o,ra u pelSC �IdpZE a Tbgfaer ^.c attiTroost tits_~/, Ea,' CER� q---rsoest ots g&cdr ty- .��.a� .; C°, �uv —.st '° �� .Fti d' RE�d Nte• i PeP°. i, ttftote Simple Heating System Size;Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code(WSEC)and ACCA Manuals J and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling cads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC, Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance, Project Information Contact Information Beaner Addition Josh Scheel 4110 R Avenue (360)941-1125 Anacortes,WA joshuadschafer@hotrnaii.com Heatina System Type: ®All Other Systems OHeat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Deslctn Temperature i4I DesignTemperature Differencetdoor (AT)e I{r y, 1 AT=Indoor(70 degrees)-Outdoor Design Temp Area of Buildina Conditioned Floor Area q 01 Conditioned Floor Area(sq ft) 1,418 J !f Average Ceiling Height Conditioned Volume Average Ceiling Height(ft) 8.5 12,053 A ACORTES Glazina and Doors U-Factor X Area = UA n rci�ivai sir 0.30 259 77.70 Skt}rli its U-Factor X Area = UA h r,ln iriii a'. 0.50 0 --- Insulation Attic U-Factor X Area = UA insiritorinns R- w 0.026 921 23,95 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA IhSrYlIC110nL I I fi 19 Vrr•rr.' I 0.027 0 - Above Grade Walls(see Figure 1) U-Factor X Area UA Inshuolluiia R-21lntermediate 0.056 1,919 107.46 , T Floors U-Factor X Area UA InerruuII tis k, I p I 0.029 0 Below Grade Walls(Noe Figure J) U-Factor X Area UA InstracIlnnfi R- 1 t;uerlm I 11 0.042 'J Slab Below Grade(see Figure 1) F-Factor X Len•th UA In 3tI 1Iva t •-5 Thermal beak at slab edge 0.570 0 Slab on Grade(see Rgure 1) _ F-Factor X Len•ih UA Ina+YruspwrR R to Perimeter — 0.540 103 55.62 Location of Ducts Inetruurlulrm Duct Leakage Coefficient Conditioned Space 'v J 1.00 Sum of UA 264.73 Envelope Heat Load 12,178 Btu 1 Hour Figure t, Sumo!UAXAT Air Leakage Heat Load 5,988 Btu 1 Hour VolumeX 0.6XATX.018 ahowpr.a. Building Design Heat Load 18,166 Btu 1 Hour Air Leakage+Envelope Heal Loss Building and Duct Heat Load 18,166 Btu!Hour Ducts in unconditioned space:Sum of Building Heel Loss X 1,10 Ducts In conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 25,432 Btu i Hour Building and Dud Heal Loss X 1.40 for Forced Alr Furnace Building and Duct Heal Loss X 1.25 for Heal Aump (07/01/13) Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code(WSEC)and ACCA Manuals J and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you, If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance. Project information Contact Information Be,3nt'r AdditlGn I Josh Schafer 4120R Avsmi it pa:)9.1 t•1]xSiiima Anacortes,WA 'Ioshuadschafer@hotmail.com Heating System Type: ®All Other systems OHeat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature L r— Design Temperature Difference(AT) r. . „.. , U �] OI} Pr.n:r,r-•, I 6T=indoor(70 degrees)-Outdoor Design Temp l ? Area of Building �J I • Conditioned Floor Area _ .I In'tru°IIDma Conditioned Floor Area(sq ft) 1,418 CIY OF 1AGOR , Average Ceiling Height Conditioned Volume - InFruckinni: Average Ceiling Height(ft) 8.5 12,053 Glazing and Doors U-Factor X Area = UA in-ink II.,.,.. 0.30 259 _ 77.70 Skylights U-Factor X Area = UA IlletruUllrn 0.50 0 --- Insulation Attic U-Factor X Area = UA InfiruoU es IIt•,J�.::,.anl.:.d- � 0.026 921 23.95 Single Rafter or Joist Vaulted Ceilings U-Factor X Area _ UA In,F{ucdarrs R-38 Vented I 0,027 0__ J Above Grade Walls(see Figurer) U-Factor X Area _ UA Babb rtal4uri a �l,� 0.056 1,919 107.46 �l R21 Intermediate 1 wj Floors _ _ _ U-Factor X Area UA instructions — — _ 0.029 0 1 Below Grade Walls(see Figure f) U-Factor X Area UA Irialructiorlr R-21]ruerior I+I I 0.042 0 - Slab Below Grade(see Figure 1) F-Factor X Len!th UA Inntrucllnr:- W I 0.570 0 2-5 Therrnal Creak a[slaU elJge I.v I Slab on Grade(see crgule.!) F-Factor X Len•th UA olsirud Jon., IVR-10 Perimeter V I 0.540 103 55.62 Location of Ducts wstruciiorle Duct Leakage Coefficient i Conditioned Space _.j 1.00 Sum of UA 264.73 Envelope Heat Load 12,178 Btu 1 Hour Figure 1. Sum ofuAXAT Air Leakage Heat Load 5,988 Btu/Hour VoiureeX 0.t1XSTX.018 MEI! _ Building Design Heat Load 18,166 Btu 1 Hour Air Leakage+Envelope Near Loss - — Building and Duct Heat Load 18,166 Btu 1 Hour Ducts in unconditioned space:Sum of Building Heal Loss X 1.10 Ducts in conditioned space:Sum of Building Heat Loss X I Maximum Heat Equipment Output 25,432 Btu I Hour Building and Duct Heat Loss 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1-25 for Heat Pump (07/01/13) Site Address P ( R Ait- Project 421 s Buildin. Permit # (E lr t m 2.0 06 .g. ,3 Department Date Initials Notes Building 4 - F 976-ried 1 rr e i-; 4/Y6 /. ervuld o cem'trre , #2 iit7 , c 4011411'40 rCzie.1.0erc[. o c#ieF e . Ifn c ry ? ,m To t . 0,7 0 ? FLI - P .rat i s L&K., iNeeurig ' /? u rota ks 1 In �. +vE Izlzsin seL.. ccirinmore. % oi.s 2Y,ij 7: C r vn i it - \,0,F\ c 1 ,�v fe--&)1 \ As/ g jorto lrolvW 10414. 60a1L5 f&"-ii erriv - .-� 4, .c5r d .U4t. rA/H\PrJStbrmwater C41{. ' ! '-, 'S (CtA �ct4 ,�, VIM' 6/Z4t s4 ,r' 7 arrt AtraVAAMAfprouQj � r & t3 Q d Fire / "a 11-1‘e.A. 3 1 0 . 2 S- / ' Project Inter-Departmental Plan Review Tracking a ' ` CITY OF ANACORTES BUILDING PERMIT PERMIT NO.: BLD2002-00176 P.O. BOX 547 APPLIED: 5/29/02 ANACORTES, WA 98221 ISSUED. 5/29/02 (360)293-1901 EXPIRES: 5/29/03 SITE ADDRESS: 4120 R AV ASSESSOR'S PARCEL NO.: 3805-000-022-0005 PROJECT DESCRIPTION: Reroof Residence. OWNER CONTRACTOR STORAGE ASSOC, INC. NELSON BUILDERS 4120 R AVENUE 1902 41 ST STREET ANACORTES,WA 98221 ANACORTES,WA 98221 Primary Phone: Primary Phone' Phone 1. Phone 1 License#: TYPE OF WORK: ROF AREA VALUE: $ 7,500.00 TYPE OF USE: LOT: sf REQUIRED SETBACKS: CENSUS CATEGORY: 1ST FLR: sf ZONING: ? FRONT: ft 2ND FLR: sf CInr 'I ff Occupancy Groups BASEMENT: sf Re;r Sf q,;;,: 5e-65OOJZ�T, i rl7_i 1: R3 2. GAR/CARPORT: sf _heca'.0 tii,y mace: 4ie q •i_ E`-1,_-G�t_ OTHER' sf Dateiiile; 'ea. Nay SS, ©c o:lk pit 3: 4: ".:::x#41, *:, ;:.*-.':r*k pal*>,i*sfi-ri 128/BUILL!;IG PERMIT FEES Construction Types =;etai41150 R Aveao. NUMBER OF UNITS: Fee Amount! >va,5 1: 5N 2: STORIES. :e__iB )GJ %IHh- H'_'iLDI1i. CODE FEES 3: 4: BUILDING HEIGHT: ft ksf ,1E, i Nvenu Fes haunt: «-i.5U ,iaCEi t Total = $73.0t; — kkislFEES NOTES: Payl;ent Data: _ Type Date Receipt Amount ''';]. YP B Y PPayer: NELSON BUILDERS INC _ PRMT MRD 5/29/02 $68.50 Nks=hod: C? STBC MRD 5/29/02 $4.50 ett. r, u - 373,fs0 - Total: $73.00 ,'•..v's: *z.£**3:**4**fia*r.**********s - Receiat Summary Total Teasers-6 _ - S,Fi I hereby acknowledge that I have read this permit and state that the above info Nett:sit Total = r..re with all ordinances and state and federal laws regulating activities covered b F'a11 i iiit. - re.PF• e9 9 Y-•�� r� rik c h0.k .. \--D QP • Yam`—• Issued by Applicant or Owner's Signature CONDITIONS OF APPROVAL: 24 Hour Notice Required For All Inspections P • COMBINATION PERMIT CITY OF ANACORTES PERMIT NO: COM2002-00089 P.O. BOX 547 APPLIED: 5/14/02 ANACORTES, WA 98221 ISSUED: 5/15/02 (360)293-1901 EXPIRES: 5/15/03 SITE ADDRESS: 4120 R AV ASSESSOR'S PARCEL NO.: 3805-000-022-0005 PROJECT DESCRIPTION: Add bathroom to existing houseadd sport court in back yard. OWNER CONTRACTOR LENDER STORAGE ASSOC,INC. NELSON BUILDERS 4120 R AVENUE 1902 41 ST STREET ANACORTES,WA 98221 ANACORTES,WA 98221 TYPE OF WORK: ALT AREA(SF) VALU: $50,000 FEES TYPE OF USE: LOT: REQUIRED SETBACKS CENSUS CATEGORY: 1ST FLR: FRONT: Type By Date Receipt Amount ZONING: 2ND FLR: SIDE(1): PLCK MRD 5/15/02 $183.95 ? BASEMENT: SIDE(2): PRMT MRD 5/15/02 $283.00 OCCUPANCY GROUP: GAR/CARPORT: REAR: PPLM MRD 5/15/02 $48.00 R3 OTHER: REQUIRED PARKING STBC MRD 5/15/02 $4.50 TYPE OF CONSTRUCTION: TOTAL: Total $519.45 5N NUMBER OF UNITS: ACCESSIBLE: OCCUPANT LOAD: STORIES: COMPACT: BUILDING HEIGHT: IMPRV SURF: MechanicalEquipment Plumbing Fixtures Equipment Type Quantit Fixture Type Quanti Hose Bibs, 1 Lavatories . . . . 1 Showers 1 Water Closets(Toilets) 1 ' * Y, m m m in* r10.1a aN f7 •J •- . Cr/At O+ * *o,C' a @-tl'llt W N1.I] +dl w Li'a*x At AA.r.r +! 4.1 F1@+4 At M,K 4* * *4*4 T CUm* b+ •• -- * i N z At * * * —. m AC 0* a F G a a * „-1 @ • to* o rao a a * * * .@ Ka tL%t ry a nl a *-t S * c_* :m£ *W am CO NV5 a m w t@ wi.xw alw as ww el *,a ,� 'c al v rl AC l..l nlw at 1.-- w 4- %@ --E* H �J H cr. # 1Y W Y* as tOt N-w @ y@ Id0 w@ * .6 O M- 4N[ *-1,= N,Y.,-i@ @ I-@ n@ rx6 is) r aK al lrco wCa- a*@@ @@ CO 5J� r.* La CO :K tY* F% IGt--uZal at1 IC.-5 N@ ,@.,® tO 4.'* =U..D * * a1.Y �t•'�..r nl.x.-t m @ .. -- .- * xt-a o att a.Y'Yta@ q@ =@ ram'@ O IC t- * =...I*JN i4 O 4= 1-* NO1 * * 01 , xt o'•`.*0o Eo ro 0o c.* tc�.l,Ca++ * a. * zuY*COa mu mac= w � * a w c * * * a i*Nw al Oa[0 tw L At'i upt E 0 I * *' c x:..-, ul ni @ .-.rY tz* a a ttt m I-'CC e * al:..C.0 ......IceW I hereby acknowledge that i nave read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. • Li Issued by Applicant or (3w eture 24 Hour Notice Required For All Inspections CITY OF ANACORTES BUILDING PERMIT PERMIT NO.: BLD2001-00389 P.O. BOX 547 APPLIED: 11/1/01 ANACORTES, WA 98221 ISSUED: 11/1/01 (360)293-1901 EXPIRES: 11/1/02 SITE ADDRESS: 4120 R AV ASSESSOR'S PARCEL NO.: 3805-000-022-0005 PROJECT DESCRIPTION: Remove Oil Tank OWNER CONTRACTOR HOUGAN 4120 R AVENUE ANACORTES, WA 98221 Primary Phone: Primary Phone: Phone 1: Phone 1: License#: TYPE OF WORK: DEM AREA VALUE: TYPE OF USE: LOT: sf REQUIRED SETBACKS: CENSUS CATEGORY: 1ST FLR: sf ZONING: ? 2ND FLR: sf FRONT: ft Occupancy Groups BASEMENT: sf SIDE 1: ft GAR/CARPORT: sf SIDE 2: ft 1: 2: OTHER: sf REAR: ft 3: 4: REQUIRED PARKING Construction Types NUMBER OF UNITS: TOTAL: 1: 2: STORIES: HANDICAPPED: 3: 4: BUILDING HEIGHT: ft COMPACT: IMPRV SURF: sf FEES NOTES: Type By Date Receipt Amount Total: I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and state and federal laws regulating activities covered by this permit. Issued by AL4antbMaturr ' CONDITIONS OF APPROVAL: 24 Hour Notice Required For All Inspections BUILDING PERMIT CITY OF ANACORTES PERMIT NO. : BLD93-0084 P.O. BOX 547 APPLIED: 03/25/93 ANACORTES, WA 98221 ISSUED: 03/25/93 (206) 293-1901 EXPIRES: 03/25/94 SITE ADDRESS: 4120 R AVE ASSESSOR' S PARCEL NO. : 3805-000-022-0005 PROJECT DESCRIPTION: Reroof — OWNER — CONTRACTOR — LENDER MR. HOGAN SAVAGE ROOFING, INC 1 4120 R AVENUE 911 31ST STREET ANACORTES WA 98221 P. 0. BOX 336 ANACORTES WA 98221 293-5673 293-2021 SAVAGRI114P0 TYPE OF WORK 'ADD AREA (sf) VALU. . . $: 2995 TYPE OF USE 'SF LOT • 0 REQUIRED SETBACKS---- CENSUS CATEGORY •434 1ST FLR • 0 FRONT • 0 ft ZONING 2ND FLR • 0 SIDE • 0 ft :7 BASEMENT • 0 REAR • 0 ft OCCUPANCY GROUP GAR/CARPORT. . . : 0 REQUIRED PARKING-- :R3 :7 :2 :7 OTHER 0 TOTAL • 0 TYPE OF CONSTRUCTION HANDICAPPED: 0 :5N :7 :7 : 2 NUMBER OF UNITS • 0 COMPACT • 0 OCCUPANT LOAD STORIES • 0 IMPRV SURF. : 0 sf . 0: 0: 0: 0: BUILDING HEIGHT. : 0 ft — FEES — NOTES Code Amount---- By— Date---- Receipt PRMT $ 38.50 MD 03/25/93 1007 STBC $ 4.50 MD 03/25/93 1007 TOTAL $ 43.00 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. Issued by 7-1 tie Qn�6� Applicaz�r Ow� /Signature 24 Hour Notice Required For All Inspections bld prmt, Rev: 06/11/92 MECHANICAL PERMIT CITY OF ANACORTES PERMIT NO. : MEC92-0061 P.O. BOX 547 APPLIED: 08/27/92 ANACORTES, WA 98221 ISSUED: 08/27/92 (206) 293-1901 EXPIRES: 08/27/93 SITE ADDRESS: 4120 R AVE ASSESSOR'S PARCEL NO. : 3805-000-022-0005 PROJECT DESCRIPTION: Gas furnace and piping — OWNER — CONTRACTOR MR. HOGAN FOSS & CO 4120 R AVENUE 781 PADILLA ANACORTES WA 98221 ANACORTES WA 98221 293-5673 293-8541 FOSSC**21400 TYPE OF WORK. . . :ADD BOILERS/COMPRESSORS- DOMES. INCIN • 0 TYPE OF USE •RES 0-3 HP • 0 COMML. INCIN • 0 3-15 HP • 0 RELOC/REPAIR. . . : 0 FUEL TYPES 15-30 HP • 0 CLOTHES DRYERS. : 0 : /GAS/ / / : 30-50 HP . 0 GAS WTR HEATERS: 0 FURN < 100K BTU: 1 50+ HP • 0 STOVE, APPLI. . . : 0 FURN >=100K BTU: 0 AIR HANDLING UNITS-- FIRE LOG/LITE. . : 0 FURN - FLOOR. . . : 0 <= 10000 cfm. : 0 WOODSTOVES • 0 UNIT HEATERS. . . : 0 > 10000 cfm. : 0 OTHER UNITS • 0 VENT FANS • 0 EVAP COOLERS. . . : 0 GAS OUTLETS • 1 VENT SYSTEMS. . . : 0 HOODS • 0 VENT W/O APPLI. : 0 — FEES — NOTES Code Amount---- By- Date---- Receipt PRMT $ 27.00 MG 08/27/92 43451 TOTAL $ 27. 00 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. Issued by App1 cant r Owner's Signature 24 Hour Notice Required For All Inspections mecprmt, Rev: 06/11/92