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BLD10-143
City of Port Townsend Development Services Department Correction Notice PERMITNUMBER _[O-~- ( OWNER “Qrsrdes JopLocation \W2A ger Se, Inspection of this structure has found the following violations: + J * cei SC 20 ee ee ee Set Ai x NG ATU aiAe = You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. iM Date |- D-( ( Inspector Jno DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE “N O I L O A d S N I AV G LX A N HO S Wd 00 : € OL YO l d GS A I S 9 3 Y Ad LS N W SL S A N D A Y NO I L O A d S N I ‘y 6 Z 7 - S 8 E (0 9 € ) T1 V D NO I L O A d S N I NV LS A N D S Y OL Wi G 4 es am o “R a r Me A) . 2g er RE S T Y Eq NO I L V I N S N I TW O I N V H O A N . an s MA A wi WE ON I G I N N Id , VY AI N E TS 1 WA S uI V > me y o y ML IA P P A V A WP M |W WA ON I N V Y S WO Q 1 0 H 8 TI V M Y V A H S ON I N V a S YO O T S SN O A N V T T S A O S I N “E R C P Y N Gr a s “I Sp o t Pe p jo s av i s TI V M NO I L V G N N O S ff TA ] RT wa a n ) SY 2z / q , | PY M ON I L O O S | AV a A Z } 04 0 9 / 9 0 1 8 IW N I d ~ Ve e / ) | HA W [N i d AS A N N S SH O V E L A S VA N E Rb NP S I) HI D ) MY O M OI 1 8 N d TW N I d 1O U L N O D NO I S O N A LN A W W O D IV C ’ dS K i l NO I L O a d S N I LN A W W O D al v V C dS N I NO I L D A d S N I 4a 0 N a 1 SY a q T I N G G3 0 YO L O V Y L N O D Na v # eb e i e d NO l L d I N o S a d LO a r O N d aN d S3 G V O H E + Ya N M O QV O T L N V d N D 9 0 == A Ad A L NO I L O N Y L S N O D La a u L S H1 6 z 62 1 1 SS a u d a v LL O z / L L i v 0 = AL W G NO I L W u l d X a oL o z / e l / o l = aL W a Ga n s s l er l - 0 1 a i g ‘O N LI N N S d ~ EL E L 0 6 Z S 6 ‘O N 1a 9 0 u W d “A L I S S O P AH L NO A1 S V I I V A V 3d LS N W SN V 1 d GS A 0 U N d d v GA d N N V L S “A O N V d N D 5 D 0 HO S GA A O N d d V SI ON I G T I N G SH L GN V AL I M O H L N V AL V I N d O U d d v SH L AG di d O GA N S I S GN V SQ V AY V SN O I L D A d S N I GA Y I N D A Y T1 V TL N N AS I L O N SI H L SA O W A Y LO N Od AS V A T d ‘N O I L V 9 O 1 SN O N D I d S N O D ‘S 4 A V S V NI GU V 9 SI H L LS O d 89 € 8 6 VA M “P U I S U M O T J1 0 d “€ JI N G *J 9 9 . 1 N G UO S I P R I A | YS Z yu s W A V d I G SI d I A 1 I S JU I T I d O T I A I G GN A S N M O L LY O d AO AL I O dy O o O d e SS A W O I O N d NO L L NU A L S N O O City of Port Townsend Development Services Department BUILDING ADDRESS APPLICATION CITY OF PORT TOWNSEND ko K hoag ~ Name of Property Owner: L/ fA Mailing Address: G 3 OD C Ae = Telephone: 30 ZBRORK Property is located in: Addition: Nostyle 4 Block(s): [3 Lot(s): ___ oe Faces/Access is from: f oe q PPR Parcel Number GS LA OL 312 Directions to the Property (draw vicinity map on Bye f Phen vlan & At d Ft CaS If this is anew ADU, has a building permit been a for? _ Yes__No Date: Notes: House - jl eS can , ST ( A) (a >) ADDRESS NUMBER ASSIGNED: 77-25" 2 72-9 —2¢ * JY Date of Approval: — 9/7 w Oy at SE cy VER For Department Use Only: Application Fee Received ($3.00): Date: Copy to: 0 Finance 0 Fire Dept 0) Post Office O Sheriff O Police 0 GIS 0 Public Works 0 DSD database 0 Assessor’s Office PADSD\Fonns\Building Forms\Application-Address Number.doc ; 2/5/09 aa om —_ . —_ . om om =} 2/ 3 /3 |s e d z S 1 | P| © > g | z € OO O T og s o o n s e g — ~ SA O N I A V Y ~ r 2 {* | 9 ob } 6) 28 Z 9 Oo . |] 6 8 5 q S (S e ) Ob | = Oo ® + a 5 y VL = id G O8 s z Ki = = |< : gS = ov e r || ) ® |S ] jx L zZ & | Od y } Cp ,| © [g ] D N on ; HE 6 Z 33 . ~— IS UE Z —_ 9 Ot 6 e jz |4 p 9 \ oO } 6 lg S B ] 9 TT ) 4C e T R S z do | 2 | 10 6 2 91 6 2 60 6 2 | & oO —— “ ~ = A | _ 5 a. FF G LG Co 7 po e XS oO o co e) “ + SE (99) »o» O) on LL - OD fen | OD an WN \ ch Ti th | GS I= 'o 0 0 ¢ zh } ub To o n Gale Contractor Services A Masco Contractor Services Company 16910 59th Ave. NE, Suite 100 Arlington, WA 98223 Installed Insulation Certificate "We certify that insulation material listed here and installed at the following residence surrounding conditioned space meet applicable federal, state, and local specifications." Title Admin Assistant Loose Fill Kraft Unfaced Foil Foam Cellings a CI Cc] Cc] Cc] Cellings Cc] CC] Da Cc] CJ Cellings Cc] _] | CI Cc] Cellings CI Cc] Cc] | CI Walls C_] C_] cx] C_] C_] Crawlspace [+ co co co co Contractor cpanice Williams (Signature) Cellulose R-Value Thickness No. Pkgs co 38 12.75 11 CI 30 10 CI CJ Oo 21 5.5 co Address or Lot Number City, ST, Zip: Date Installed: 1125 29th ST PORT TOWNSEND, WA 98368 January 26, 2011 FF ENA AN AVA HATA AAA AIH HG AE SHH TTT ATA EEE TTT TTT ETT ALL TET EE EET PUTA CTT HUT HL EHH UL ATTA PERMIT # PLD \o- 134 CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG DATE RECEIVED @ + 30-8 SCOPE OF WORK: Neo SFR + Garage wl ADU SEB BLS 10 - -1% DATE ACTION INITIALS (6-30: tO ENTERED INTO CHET eu) (0°30-t© | CHECKED FOR COMPLETENESS Wey) lo-320:10 [Address Ape) AQ SFE Mu 4-§-10 Nate. No Lo, plan of BG erapp wider Avie. ar Lhp—OK SThald Show | pachixe Spa co area ots do 5p Amal? Duley - . . / (EIT, ALDLESS ALIQUED. ZF_Z2F"" wa IW f, jt — Nem hose Aut Lae WaT Lip CHW) Meesaae For Qasit rom. 4 y Ae ADU fauchane @ 1 3/ ey Werde dD A Ohad “Tf la Adi am [| =~ fy A aT Gg WY FIV Peer") BE 20 DaUCL. je - Be Side 13 deck in veor (poh Han 30" 2? Ula por ike - yan be a. pRcvavs Dan > Suture ~ ‘a Zoning: Setbacks OK? ed _as lop GS poor doce WSs Yhan 30" bogh Lot Size: JT 6000 ,_ ! Building Size: jot*+*E7Q2 = \7 6 Y¥ 190 2. Lot Coverage: IR To. FAR OK? Yes Height OK? Yeo Parking OK? A Gee Garepe + Per |eing in Pmt of chad Critical Area? Net 7 ge Demo? No Historic Rev? Vo Notice to Title? Uoo—- fo ADU Lots of Record? J pp— BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-143 Permit Type Residential - Single Family - New Project Name Garage & ADU Site Address 1129 29TH STREET Parcel # 957901313 Project Description Garage & ADU Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Rhoades Duke Owner Rhoades Duke Contractor Qed Builders Duke (360) 385-5743 CITY 000646 12/31/2010 Rhoades/Carlos Quintana Contractor Qed Builders Duke (360) 385-5743. STATE QEDBUL*043I 09/14/2012 Rhoades/Carlos Quintana *** SEE ATTACHED CONDITIONS *** Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent ef the owner. nip Date Issued: 10/13/2010 Print Name Issued By: MWAY Signature Date/0 // 2/2 O / ©. pate Expires: 04/11/2011 a | BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-143 Permit Type Residential - Single Family - New Project Name Garage & ADU Site Address 1129 29TH STREET Parcel # 957901313 Project Description Garage & ADU Fee Information Project Details Project Valuation $88,467.20 Dwellings — Type V Wood Frame 736 SQFT Plan Review Fee 595.89 Private Garages — Wood Frame 736 SQFT Encray Gedo iasi- Mewisiigie 0.09 Units: Heat Type: ELECTRIC BBH Family Uns : : Bedrooms: 2 Construction Type: V - B Mechanical Permit Fee per Dwelling 150.00 Bathrsome: f Occupancy Type: R-3 Unit - New Residential Plumbing Permit Fee per Dwelling 150.00 Unit - New Residential PLAN REVIEW DEPOSIT 150 150.00 PLAN REVIEW REFUND 150 -150.00 Building Permit Fee 916.75 State Building Code Council Fee 4.50 Technology Fee for Building Permit 18.34 Record Retention Fee for Building 10.00 Permit Site Address Fee 3.00 Total Fees $ 1,948.48 Conditions 10. Property corner survey pins must be located at time of footing inspection to verify setbacks. Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. | certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. Print Name ; ; Date Issued: 10/13/2010 Issued By: MWAY Date Expires: 04/11/2011 Signature NTIT RHOADES ‘ i a 07/19/2010 12:58 es ngiicr's office Donna Eldridge, Auditor si a VET HPAL TA City of Port Townsend Development Services Department 250 Madison Street Suite 3 ce fh WW ie Port Townsend, WA 98368 Ie G iS l Vv Ic JUL 19 2010 CITY OF PORT TOWNSEND DSD NOTICE TO TITLE Grantor/Owner: Duke Rhoades Grantee: City of Port Townsend, a Washington municipal corporation Reference: City Building Permit Number BLD10-134 Legal description: | Grantor/Owner owns the following described real property: Hastings Third Addition, Block 13 Lot 3 Assessors Property Tax Parcel Number: 957-901-313 NOTICE IS HEREBY GIVEN to the Grantor/Owner of the above-referenced real property, to potential purchasers and future owners, to agents or representatives, and to any other concerned person or entity: 1) A detached Accessory Dwelling Unit (ADU) has been proposed through building permit BLD10-134. The ADU has been given the address of 1129 29th Street. It will share the public sewer and water connection with the new single-family residence to be addressed as 1125 29" Street. 2) The Port Townsend Municipal Code (PTMC) requires that the property owners reside on the subject property, in either the principal residence or ADU in order to rent or lease the other unit. A one-year hardship waiver may be granted by the City in accordance with PTMC 17.16.020.C.2. 3) Additionally, neither the principal nor accessory unit shall be used as a transient accommodation (PTMC 17.16.020.C.3). A transient accommodation is defined as a use no more than 29 consecutive calendar days (PTMC 17.08.060). Page 1 of 2 Rhoades ADU Notice to Title This notice may be removed or modified only with approval by the City. 4) CITY OF PORT TOWNSEND By: IR, [LM hy.——— = [elt 0 Richafd M. Sepler, AICP’ r Development Services/Planning Director Development Services Department Ltr. W haablrs ial 10 Duke Rhoades Property Owner STATE OF WASHINGTON ) )ss. COUNTY OF JEFFERSON ) I certify that I know or have satisfactory evidence that Duke Rhoades is the person who appeared before me, and who acknowledged that he signed the same as his free and voluntary act for the uses and purposes mentioned in the instrument. , 2010. Given under my hand and official seal this 12 day of “uly Out, > G A. ny, SS NELaswinlhag Ly, A Way’ S459 ; 4 ie) = iON = s %% 4 F FX 0TAR, % GF se =, + BZ 7 zo * 3 (Print Name) Meg fy. Wi % 6 Zz 2 NOTARY PUBLIC in and for the State of %n% G© Fy2 \ ih 2° an SOF Washiagyon ne OMWON TR OF Residing at: iden Ot “OWNSeNnd, Wr My appointment expires \2~\G~-|>_. [Notary stamp inside 1" margin] Page 2 of 2 U_ FR O N T VI E W RE A R VI E W (1 ) SH E A R NA I L I N G PE R PL A N (2 ) SI L L NA I L I N G TO RI M lo d @ 4' OC . (3 ) c8 i 4 38 " LO N G (4 ) RI M Jo i s t (5 ) SI M P S O N LE O @ Io ! OC . © FL O O R JO I S T (T D ) SO L I D BL O C K I N G NA I L I N G Id @ 4" OC . ©) 2x ST U D WA L L OR BE A M PE R PL A N ©) OS B SH E A T H I N G TO FL O O R JO I S T S (@ ) (2 ) T$ 2 2 ST R A P S AT CS ST R A P LO C A T I O N CA N T I L E V E R E D SH E A R WA L L ax 7 engineering PLD 10-14% 1.3.11 Letter # 10447 RE: 29" Street Port Townsend, WA Garage Shear Details To Whom It May Concern: Per the builder the attached garage was approved by the building department prescriptively. The building has a cantilevered shear wall so it cannot be prescriptively engineered and the Building Inspector would like an engineered solution. 1. For the cantilevered shear wall | have attached my cantilevered shear wall detail. This detail transfers the lateral loading and overturning loads to the shear wall below. 2. Per the builder the garage front of the building has STHD10 holdowns installed. The STHD10 has a holdown value of 3730 pounds which is below the prescriptive 4000 pound overturning load. The builder is to epoxy set HDU2 holdowns at the garage front corners. The HDU2s are to be attached to the studs that are nailed to the garage front panel edges. Use Simpson SET or AT epoxy at a minimum depth of 8”. Follow all Simpson and jurisdiction requirements for the use of epoxy. See attached cantilevered shear wall detail. Please contact:me with,any questions regarding this project. F f pf j oF, , > b a 1 ¥ > Re r " 5 ¢ 2 Pinker: 2h gly! This letter is the professional opinion of the engineer of record and regards his engineering only. This letter does not allow the builder to disregard Code requirements. Any schedule or cost impact is the responsibility of the builder or owner. The. Building Inspector has the final authority to allow field changes to approved building plans. Hodge Engineering, Inc. John E. Hodge P. E. 2615 Jahn Ave NW Ste. 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DN D D O 1 © N3 R W S 3S N I ON V 31 1 3N V > I N U N H /M DN D 1 D O T 9 GM O S 3G I A O ’ SL N 3 A 31 9 9 /M DI L L Y LN 3 A “S U B L S V Y I O . b T ® O1 X T /0 XQ ) .2 / t /0 48 81 O€ /O DN I S O O U 3L I S O d W O D HD L I d TH E E =N M O H S 40 0 ac/t 6-2 DOGOT IGOR ab 8 en Oe = INNA D I T I O N S A S U S Ne = ,8 / € :3 ] 2 > S 7 L- U 0 1 } 3 9 S QUOTE: CUSTOMER: CELL: PO#: SALESREP: PROJECT: TERMS: PICKUP/DELIVERY: CSR Name: 07/12/2010 PRINT DATE: QUOTE DATE: 07/12/2010 QED Greg Mullikin 29th St. ADU Delivery Billing Information CONTACT: PHONE: FAX: ADDRESS: Shipping Information CONTACT: PHONE: FAX: ADDRESS: = EcoExcel Package = Other Tax Credit Eligible Products Specify the EcoExcel Package for replacement projects and make the homeowner eligible for a 30 percent tax credit up to a maximum $1500 combined over 2009/2010. Please see www.andersenwindows.com for details. COMMENTS: QUOTE: 228 Print Date: 07/12/2010 Page 1 Of 3 iQ Version: 10.1 Line Item #: 0001 Line Item Qty: 1 Initial: Location: RO Size = 5'8" Wx 7'0"H Unit Size = 5' 7 1/2" W x 6' 11 1/2" H 100 Series, 100REC Single Units Unit Code/Item Size: 100RECS5' 7 1/2" x 6' 11 1/2" (Custom) Operation/Handing: F Exterior Color: Terratone Interior Color: White % Glass Type: Low E Glass, Finelight Grilles-Between-the-Glass, Specified Equal Lite, Terratone/White, 3/4” Grille Construction: Finelight Grilles-Between-the-Glass Custom Lite Pattern: 3w4h Comments: Qty PartNum Item Size Description Total Price Extended Price 1 0000000 100RECS' 7 1/2" x 6' Unit, 1 3/8" Flange Setback, Terratone/White, Low $ 351.46 $ 351.46 11 1/2" E Glass, Finelight Grilles-Between-the-Glass, Specified Equal Lite, 3w4h, Terratone/White, 3/4" $ 351.46 $ 351.46 Line Item #: 0002 Line Item Qty: 2 Initial: Location: RO Size = 2'6" Wx 4'0"H_ Unit Size = 2’ 5 1/2" W x 3' 11 1/2" H 100 Series, 100CS Single Units Unit Code/Item Size: 100CS2640 Operation/Handing: L Exterior Color: Terratone | Interior Color: White Glass Type: Low E Glass, Finelight Grilles-Between-the-Glass, Specified Equal Lite, it] Terratone/White, 3/4" , Grille Construction: Finelight Grilles-Between-the-Glass | Custom Lite Pattern: 2W2H Insect Screens: Insect Screen, White | Lock Color: White Trimset Finish: Not Applicable | Comments: Qty PartNum Item Size Description Total Price Extended Price 1 0000000 100CS2640 Unit, 1 3/8" Flange Setback, Terratone/White,L $ 277.03 $ 554.06 Handing, Low E Glass, Finelight Grilles-Between-the-Glass, Specified Equal Lite, 2W2H, Terratone/White, 3/4", Insect Screen, White 2 $ 277.03$ —-554.06 # ’ QUOTE: 228 Print Date: 07/12/2010 Page 2 Of 3 iQ Version: 10.1 [ _ SUBMITTED BY: - Z - SUBTOTAL $ 905.52. _ ACCEPTED BY: —___ ee __ TAXES( 0.000%) $ 0.00 | (DATES CS _. GRAND TOTAL $ 905.52 ** All graphics as viewed from the exterior. ** Rough opening dimensions are minimums and may need to be increased to allow for use of building wraps or flashings or sill panning or brackets or fasteners or other items. = EcoExcel Package & = Other Tax Credit Eligible Products Specify the EcoExcel Package for replacement projects and make the homeowner eligible for a 30 percent tax credit up toa maximum $1500 combined over 2009/2010. Please see www.andersenwindows.com for details. QUOTE: 228 Print Date: 07/12/2010 Page 3 Of 3 iQ Version: 10.1 December 21, 2010 Duke Rhoades QED Builders Port Townsend, WA RE: 29" Street AUD, Damaged I-joist Flange Duke, 1850 Park Lane Burlington, WA 98233 Phone: 360-707-2200 I have modeled the situation as I understood it from our phone conversation in the attached Keybeam analysis. The joist series, joist depth, spans, on center spacing and loads should all be verified. I understand that there is a saw cut with that has removed approximately half of the upper flange at approximately 22” from the bearing. The damage to the joist would reduce the moment capacity to 50% of its original capacity. The joist is this situation is never loaded more than 20% of its moment capacity. Therefore, even with the damage, the joist can resist the applied loads. No corrective action is necessary. Thank you, Dustin Saldivar, P.E. Associate Engineer Pacific Woodtech Corp Attachments: Keybeam Analysis (Prepared by PWC) 29th Street ADU 12-21-] Key Beam 1:02pr 1 of yBeam® 4.506a 1BeamEngifie 4.508e iterials Database 1215 Viember Data Jescription: Member Type: Joist Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: None standard Load: Moisture Condition: Dry Building Code: IBC / IRC Jead Load: 10PSF Deflection Criteria: L/360 live, L/240 total ive Load: 40 PSF Deck Connection: Glued & Nailed Filename: KYB1 a A 900 9 9 900 3earings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 0' 0.000" Wall N/A 1.750" 305# _ ! 9' 1.750" Wall N/A 1.750" 305# - “laximum Load Case Reactions ‘sed for applying point loads (or line loads) to carrying members Dea Live 61#(46plf) 244#(183pif) ' 61#(46pif) 244#(183pif) Jesign spans 9' 1.750" Product: 2-1/16" x 9-1/2" PWI 45 Series 16.0" 0.C. Component Member Design has Passed Design Checks.** Minimum 1.75" bearing required at bearing # 1 Minimum 1.75" bearing required at bearing # 2 Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Lateral support is required at each bearing. \llowable Stress Design Actual Allowable Capacity Location Loading -ositive Moment 697.4 3345.'# 20% 4.57' Total load D+L shear 305.# 1120.# 27% 0’ Total load D+L ‘L Deflection 0.0573" 0.4573" L/g99+ 4.57' Total load D+L .L Deflection 0.0458" 0.3049" L/999+ 4.57' Total load L ontrol: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% All product names are trademarks of their respective owners k evma rk Copyright (C)1989-2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. assing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The PR O J E C T DA T A 4 IM P E R V I O U S SU R F A C E AR E A PR O J E C T NA M E 29 T H ST R E E T HO U S E AN D AD U A ie ON S | OC OW YO R s RO O F P R I N T OR AR E A DD R E S S ?? ? ? 29 T H , PO R T TO W N S E N D z ho le s HO U S E RO O F 72 1 8 SF AX PA R C E L 95 7 9 0 1 3 LO T A - B L K I 3 , HA S T I N G S 3R D AD D I T I O N - of => : AD U RO O F 81 5 SF . OW N E R ‘D U K E RH O D E S , 63 0 S ST , PO R T TO W N S E N D , WA 98 3 6 8 36 0 . 3 0 1 . 2 8 0 2 TO T A L 20 3 3 SF BU I L D E R . QE D BU I L D E R S LO T AR E A 66 0 0 SF DE S I G N L. L . C . , OP P E R ST . 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I e 1 1 CI T Y OF PO R T TO W N S E N D PN 3 ! $0 ~V i t i” ‘ . ! EX ! , 1 : TA L ’ i - _ : Fo g . wi e me r e s aa c = Sl rs ~ : VA T E @ —" uO AL T ~ i | 7 ! « 11 . 0 " 48 10 0 . 0 0 ' = SI T E P L A N Sc a l e : 1/ 8 " =1 - 0 " \ 7 17.16.030 E. Construction and Permits. From and after the effective date of the ordinance codi- fied in this section, no building permit shall be issued and no building shall be constructed on Table 17.16.030 any tract, lot or site in the city unless the build- ing is situated on such tract, lot or site in con- formance with the requirements of this title and any other applicable provision of law. Residential Zoning Districts — Bulk, Dimensional and Density Requirements MAXIMUM NUMBER OF DWELLING UNITS IN ANY ONE STRUCTURE structures with more than 4 dwellings per structure may be permitted through the PUD process, see Chapter 17.32 structures with more than 4 dwellings per structure may be permitted through the PUD process, see Chapter 17.32 DISTRICT R-I R-II R-Hil R-IV MAXIMUM 4 dwelling units & dwelling units 16 units per 40,000 sf | 24 units per 40,000 sf HOUSING DENSITY | (10,000 sf of lot area | (5,000 sf of iot area of lot area of lot area (units/bedrooms per per unit) per unit) 40,000 square foot area) _ _ 10 units where a 15 units oak pelea sib ees puatale AVERAGE HOUSING ne eee single DENSI? (uals per ownership are 12,000 40,000 square foot area) or square feet in size or greater . 4 (Note: limited 4 (Note: limited No limit No limit setback for multifamily structures located within 200 feet of an abutting mixed use zoning district PTMC.) PTMC.) 10,000 sf = single- 5,000 sf = single- 3,000 sf = single- __ family detached family detached family detached; 5,000 sf = single- family attached (duplex); 7,500 sf = MINIMUM LOT SIZE single-family attached (triplex); and 10,000 sf = single-family attached (fourplex) and multifamily“) MINIMUM LOT 50’ 50’ 30’ except: _ WIDTH 100’ = multifamily 20’ except: 10’ except: 20’ except: 10’ w/ side | 20’ except: 10’ w/ side 50’ = bams and 20’ for garages with or rear or rear parking; no agricultural buildings | vehicle access facing parking/garages; setback for a street right-of-way | garages with vehicle | multifamily structures and access facing a street | iocated within 200 MINIMUM FRONT 50’ = barns and right-of-way must be | feet of an abutting YARD SETBACKS agricultural buildings setback 20’; no mixed use zoning district (Revised 2/08) 17-42 ox po t i o n . Port Townsend Municipal le Table 17.16,030 17.16.050 Residential Zoning Districts — Bulk, Dimensional and Density Requirements (Continued) DISTRICT R-I R-II R-Ill R-IV 20° except: 10’ except: 10’ except: 15’ except: 50’ = bars and 100’ = barns and no setback for 20’ if directly abutting agricultural buildings, | agricultural buildings | multifamily structures | an R-I or R-II district; MINIMUM REAR and 100’ ifabutting an located within 200 feet no setback for YARD SETBACKS R-II, R-HI, or R-IV of an abuiting mixed | multifamily structures zoning district use zoning district located within 200 4 feet of an abutting , mixed use zoning district 5’ except: 5’ except: 5’ except: 15’ except: 10’ = abutting a street | 10’ = abutting astreet | 10’=alongastreet | 20’ if directly abutting r-0-w; 20’ for garages | r-o-w; 20’ for garages | r-o-w; 20° for garages | an R-I or R-II district; with vehicle access | with vehicle access | with vehicle access no setback for MINIMUM SIDE facing a street right- facing a street right- facing a street right- multifamily structures YARD SETBACKS of-way and 50° = of-way and 100’= | of-way andnosetback | located within 200 barns and agricultural | barns and agricultural for multifamily feet of an abutting buildings and 100° if buildings structures located mixed use zoning abutting an R-I, within 200 feet of an district R-II, or R-IV zoning abutting mixed use district zoning district MAXIMUM 30’ 30’ 35’ 35’ BUILDING HEIGHT 25% 35%, except 40% 45% 50% MAXIMUM LOT COVERAGE where an ADU is included on the lot MAXIMUM FENCE HEIGHT* Front = 4’; side = 8’; side abutting a public r-0-w = 4’; rear = 8’ Front = 4’; side = 8’; side abutting a public r-0-w = 4’; rear = 8’ Front = 4’; side = 8’; side abutting a public r-O-w = 4’; rear = 8’ Front = 4’; side = 8; side abutting a public r-0-w = 4’; rear = 8’ (1) Yn order to achieve the minimum density, subdivision of parcels 12,000 square feet or greater shall not allow individual lots larger than 4,000 square feet unless said lots are reserved for multifamily dwellings. *Note: Maximum fence heights apply within any required front, side, or rear setback area or along the edge of any required yard; refer to Chapter 17.68 PTMC, Fences, Walls, Arbors and Hedges, for specific requirements. (Ord. 2967 § 4.2, 2008; Ord. 2939 §§ 1, 2, 2007; Ord. 2913 § 2, 2005; Ord. 2825 § 4, 2003; Ord. 2782 § 4, 2001; Ord. 2716 § 4.3, 1999; Ord. 2700 § 11, 1999; Ord. 2571 § 2, 1997). 17.16.050 Cottage housing. Repealed by Ord. 2864. (Ord. 2837 § 2(Exh. B § 8), 2003; Ord. 2792 § 3, 2001). 17-43 (Revised 2/08) eye oe yp BTS Deveropment Services i Lt y \ ee 2 a 7 Ha i! | 250 Madison Street, Suite 3. | | (i = i Ly { Port Townsend WA 98368 , ee “Phone: 360-379-5095 : _ Fax: 360-344-4619 . CITY OF PORT TOWNSEND www.cityofpt.us OSD... . oe K i ; Application ive Address: Ass (C72 _ (ATT Legal Description (or Tax # Office Use Only Permit # BLD@d40— || => Addition: Kas ryo Rod Block:_ [<3 U Parcel # GS 740| FOB Lot(s). ZB 2B Associated Permits: NAPLO— CH | BUSTO=13Y Project DeschiMion / DU aq House. > Applications by mail must include a check for initial plan review fee of $150 for projects valued over $15,000. See Page 2 for details on plan submittal requirements. Propert ° iA t Name: / 1 Eby aces Rh oadles tne Address: 220 Cass st City/Suzip: PT b/n FETle Phone:_ 360 320/ RRFOR { Email: vk -hoo oes @ hata Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: Sek Einar Project Valuation: $ /7O OOD Building Information (square feet): 1" floor JOGA Garage:G 72 2" floor 322 Deck(s): Contact/Representative; rd . Home iy) Z a ) p af 3° floor Porch (es): 1 Basement: is it finished? Yes No Address: Carport: Other: City/St/Zip: Manufactured Home 0) ADU ¥) Phone: New Addition =Remodel/Repair 0 Email: Heat Type: Electric a HeatPump_ | Other _ Py7 fret Contractor: Total Lot Coverage (Building Footprint):* ae as Owner Name: GED | L ALIS Address: Sin aenp as oy alee City/StU/Zip: Phone: Email: State License #QEDBU ) 43D] € City Business License #: Square fetGOOCD % 27% “ Impervious Surface:* Lets BX Square feet: / 76 ] *Total existing & proposed What year was the structure built? If work includes demolition, see Page 2. Any known wetlands on the property? Y (ND ‘Any steep slopes (>15%)? | hereby certify that the information provided is correct, that | am either the owner or authorized to act on behalf of the owner and that all activities associated with this hee will be in accordance with State Laws and the Port Townsend Municipal Code. Print Name: ae, VA R Signature: “Cobh mah 26 10 Date: Jang al Page 1 of 2 - 5/14/2009 RESIDENTIAL BUILDING PERMIT APFLICATION CHECKLIST This checklist is for new dwellings, additions, remodels, and garages. O Residential permit application. 0 Washington State Energy & Ventilation Code forms 0 Two (2) sets of plans with North arrow and scaled, no smaller than %” = 1 foot: 0 A site plan showing: 1. Legal description and parcel number (or tax number), “2. Property lines and dimensions 3. Setbacks from all sides of the proposed structure to the property lines in accordance with a pinned boundary line survey 4. On-site parking and driveway with dimensions L4. If creating new impervious surfaces, indicate measures utilized to retain stormwater on-site es Street names and any easements or vacations “7. Location and diameter of existing trees \48. Utility lines 9. If applicable, existing or proposed septic system location 10. Delineated critical areas boundaries and buffers 0 Foundation plan: Y.1. Footings and foundation walls 2. Post and beam sizes and spans 3. Floor joist size and layout 4. Holdowns 5. Foundation venting O Floor plan: 1. Room use and dimensions 2. Braced wall panel locations 3. Smoke detector locations 4. Attic access 5. Plumbing and mechanical fixtures 6. Occupancy separation between dwelling and garage (if applicable) 7. Window, skylight, and door locations, including escape windows and safety glazing 0 Wall section: 1. Footing size, reinforcement, depth below grade 2. Foundation wall, height, width, reinforcement, anchor bolts, and washers 3. Floor joist size and spacing 4. Wall stud size and spacing 5. Header size and spans 6. Wall sheathing, weather resistant barrier, and siding material 7. Sheet rock and insulation 8. Rafters, ceiling joists, trusses, with blocking and positive connections 9. Ceiling height 10. Roof sheathing, roofing material, roof pitch, attic ventilation O Exterior elevations (all four) with existing slope of the land in relation to all proposed structures 0 If architecturally designed, one set of plans must have an original signature UO If engineered, one set of plans must have one original signature O For new dwelling construction, Street & Utility or Minor Improvement application If you are proposing partial or full demolition of a structure that is at least 50 years old, per Ordinance 2969 Historic Preservation Committee (HPC) review is required. If within the National Historic Landmark district: $58.00 for full committee review. If outside the National Historic Landmark district and not on the Historic Register: no fee for HPC Administrative review. Complete HPC Form. Partial demolition includes exterior demolition for additions and remodels. Page 2 of 2 - 5/14/2009 \d 0 9 (1 d g WE T U W W AB A U N S : \_ .0 - b = ,8 / t :a j e a s Ao r NO S IE NV 1 d 3 1 1 S a ON 3 S N M O L S 1 Od 40 AL I D di e of Na r Aaj|e *M'0'4 OT TA I p a a C x news as se ek de ne nn nn ee ee ee ee ee s 4O - , O L WA A Y W W AB A U N S wenn — ee .0 ° 0 E *A Q 1 3 O1 4 IS N O H 20 ° 6 “A 3 1 3 AV I S AS O£ f % t IS N O H a fp as ca St St SE Rm WI Y V W AB A U N S OC H ,0 0 ° 0 0 L ,O-,te b/ “9 “A 8 1 4 av s Lo Na v wee enw wn nny » fo e AM A A oY g! 3 Ua U V W AB A U N S ,00°09 Ca r s AD V U a A O D HS 00 9 9 Va u v LO T Hs tt o z WL O L Hs St g — 4O O U ’ Na y HS gt c l 4O O Y 3S N O H Va U V YO LN I d s O O U Va U V SD V A U N S SN O I A U A d W I .0 ' 8 Y Li Q V E P O " O 9 E B9 E B S VM GN A S N M O L LU O d LS Ua d d O D CC h E “D 1 7 7 ND I S S G NO S N D I U a Sl e YA N D I S A D su a q i i n g da o - V A A T I N G ) TO B T L O E ' O O E B9 E B S VM ‘G N I S N M O L LU O d ‘1 5 S 0€ 9 ‘S A G O H Y 31 N G YA I N M O } Na l 30 ~ NO L L I G G Y V GU E SO N I L S W H ‘€ , ik e | ao e Ta D uv d XV o a] oY ie GN A S N M O L LY O d ‘H L S t ee e e ss a u d a y | © NV GN V AS N O H 13 3 u L S HL O T ™ AW V N 1D 3 f O u d ! Vi V d 1> 5 f O u d N Se ) 4 =L Nn —| 39343s YAST "M'0"s OD UaM3S «oP ONILSIXS Oren \ Hs Fred, T hw colt Pw of 12x yaa ry. Hauer Ee Is not a sondrtronech Jgctron tows ) orth will - we TN sJore door 10 °° Ss ve) JUN 3.0 2010 CITY OF PORT TOWNSEND DSD City of Port Townsend Development Services Department 250Madison Street, Suite 3 Port Townsend, WA. 98368 (360)-379-5095: Fax: (360)344-469 AU Washington State Indoor Air Quality 2006 Residential Construction Checklist for Zone 1 This form is to be completed in addition to prescriptive compliance form or component performance compliance calculations. Please answer the following questions: VENTILATION REQUIREMENTS FOR INDOOR AIR QUALITY: What kind of ventilation will be used throughout the house: Exhaust Option O HVAC Integrated Option If you chose “Exhaust Option,” complete the following: e Where is your whole house fan located (what room, etc.)? Bot) WIYOOTQ™~™ e What size is the whole house exhaust fan? See table below: CIT & S t Floor Bedrooms Area, ft2 | 2 or less 3 4 5 6 7 8 Min Max Min Max Min Max Min Max Min Max Min Max Min Max < 500 SO: Gays 65 98 80 120 OS; P1430 EO): 165 (253 7eh88 140 210 SQL1000- =) 55. | 83 TO 105 85) 128 100) S.1S02. TS ie a7S S00 SOS 145 218 1001-1500 60 90 75) tS 90 135 LOS) 415822220 HOt 835) 1-203 15051225 1501-2000 65 98 80 120 95.143 PLO G55: 12525 E88) 1402 210 155%:233 2001-2500 70: #105 85 128 100 150 GES N73 S30 5) as 28 160 240 2501-3000 TS 90 135 105 158 420 1800072205) ESO; 6225 165 248 3001-3500 80 =120 95 143 110 165 125) 2 188i: 1408 2107 8eiS 5) 2) 233. 702.255 3501-4000 85) 1928 100 150 iScA73 130: 2195) ad 208s SaiGO! 240 17D" 263 4001-5000 95: ras 110 165 125 188 140 2G ido. 283) STO 255 185 278 5001-6000 105 158 120 180 135 3/203 150122257) 2165. 248) 3180: "270 195 293 6001-7000 115 173 130 195 145 218 160)2 24073 2 17S 32630). 190: 280 205 308 7001-8000 125 188 140 210 1556: 233 170 2556) tS) 278 e200) 300 2197323 8001-9000 135 203 150° 225 165 248 ERO E270) KETO Ss DOR a2 ES 225 338 >9000 145 218 160 240 175263 $90 29 285)70 205%: 7308) 2220711330 2308 7303 *For Residences that exceed 8 bedrooms, increase the minimum requirement listed for 8 bedrooms by an additional 15 CFM per bedroom. The maximum CFM is equal to 1.5 times the minimum. e Fresh Air Inlets are required for this option in each habitable room (includes all bedrooms, kitchen, etc., not bathrooms or utility rooms). What type of fresh air inlet will be installed? O1 Window Port O Wall Port ee PY som CITY OF PORT TOWNSEND DSD See next page TYPE OF HEATING: e Electric: O Wall Heater OJ Baseboard Oi Electric Forced Air O Boiler e Non-Electric: C) Propane C) Oil Heat 1) Heat Pump QO) Boiler VAPOR RETARDERS: Vapor retarders shall be installed toward the warm surface as represented below. Select one option for floors, walls, and appropriate ceilings: e Floors: 0) Plywood with exterior glue OPoly plastic (greater than or equal to 4 millimeter thick) OBacked batts e Walls: OPoly plastic (greater than or equal to 4 millimeter thick) (Face-stapled, backed batts OlLow-perm paint @ Ceilings: ONot required where ventilation space averages greater than or equal to 12 inches above insulation OFace-stapled, backed batts OPoly plastic (greater than or equal to 4 millimeter thick) O)Low-perm paint HEAT PUMP EFFICIENCY: As listed in the ARI directory, heat pump efficiency shall be met as follows: OSplit system, air source heat pump: HSPF greater than or equal to 6.8; COP greater than or equal to 3.0 OSingle package, air source heat pump: HSPF greater than or equal to 6.6; COP greater than or equal to 3.0 (Water source heat pump: COP greater than or equal to 3.8 CiGround source heat pump: COP greater than or equal to 3.0 CENTRAL COMBUSTION HEATING SYSTEM AFUE: As listed in the GAMA Directory, the central combustion heating system AFUE rating shall be: OGreater than or equal to .78 (Med. Prescriptive Options & Chap 5 Calculation) OGreater than or equal to .74 (low Efficiency Options) OGreater than or equal to .88 (High Efficiency Options) O Other (as per Systems Analysis Qualification) VENTILATION eGlelWVe City of Port Townsend Development Services Department Waterman & Katz Building 181 Quincy Street, Suite 301 Port Townsend, WA 98368 (360) 379-3208 Fax: (360) 385-7675 JUN 30 2010 CITY OF PORT TOWNSEND DSD 2006 Washington State Ventilation & Indoor Air Quality Code SOURCE SPECIFIC VENTILATION (302.2.1) Required in each kitchen, bathroom, water closet, laundry room, indoor swimming pool, space, and other rooms where excess water vapor or cooking odor is produced. See Table 3.1 for capacity requirements. SOURCE SPECIFIC VENTILATION DUCTS (302.2.3) Shall terminate outside the building. Exhaust ducts in systems designed to operate intermittently shall be equipped with back-draft dampers. All exhaust ducts in unconditioned spaces shall be insulated to a minimum of R-4. Terminal elements shall have at least the equivalent free area of the duct work. Terminal elements for exhaust fan systems shall be screened or otherwise protected from entry by leaves or other material. WHOLE HOUSE VENTILATION SYSTEM REQUIREMENTS (302.3) Each dwelling unit shall be equipped with a whole house ventilation system capable of providing the volume of air specified in Table 3-2 under normal operating conditions. Controls (302.3.2) shall be readily accessible and capable of operating the system without energizing other energy-consuming appliances. Intermittently operated systems shall have the capability for continuous operation, and have a manual and automatic control such.as an automatic control timer. At the final inspection the timer shall be set to operate the whole house fan for at least 8 hours per day. Fan Noise (302.3.3) for whole house fans located 4 feet or less from the interior grille shall have a sone rating of 1.5 or less measured at 0.10 inches water gauge. Remotely mounted fns shall be isolated from the structural elements of the building and attached duct work using insulated flexible duct or other approved material. Exception: systems integrated with forced-air heating systems or heat-recovery ventilation systems are exempt from sone ratings. Ducts (302.3.4) shall terminate outside the building. Exhaust ducts in intermittently operating systems shall be equipped with back-draft dampers. All exhaust ducts in unconditioned spaces and supply ducts in conditioned space shall be insulated to a minimum of R-4. OUTDOOR AIR (302.3.5) Outdoor Air Inlets (302.3.5.2) shall be screened or otherwise protected from entry by leaves or other material. They shall be located so as not to take air from the following areas: a. Closer than 10 feet from an appliance vent outlet, unless such vent outlet is 3 feet above the outdoor air inlet. Where it will pick up objectionable odors, fumes, or flammable vapors. A hazardous or unsanitary location. A room or space having any fuel-burning appliances therein. Closer than 10 feet from a vent opening of a plumbing drainage system unless the vent opening is at least 3 feet above the air inlet. f. Attic, crawl spaces, or garages. Se e P:\DSD\Forms\Building Forms\Information-Ventilation.doc 04/16/2009 Page | of I \ é “i d Fi - wo é a Nv AF 7 ie Y es s i a n e n , YW pi e } . E ni \ = } H ¢ AL f % fi a N\a F é Os —— Wa t e r Wa s t e Wa t e r —_ — _ St o r m Wa t e r 1 in c h = 66 . 7 2 4 7 5 5 fe e t ‘T h i s ma p is pr o v i d e d on an “a s is , ” “w i t h al i fo u 4 ba s i s . Th e Ci t y of Po r t To w n s e n d an d it s em p l o y c e s do no t wa r r a n t in an y wa y th e ac c u r a c y of th e in f o r m a t i o n co n t a i n e d in th i i of th e ac c u r a c y of al l ma p re s p o n s i b i l i t y of th e us e r . Receipt Number: 10-0802 BLD10-143 957901313 Plan Review Fee $595.89 $595.89 $0.00 BLD10-143 957901313 Energy Code Fee - New Single Family | $100.00 $100.00 $0.00 BLD10-143 957901313 Mechanical Permit Fee per Dwelling U! $150.00 $150.00 $0.00 BLD10-143 957901313 Plumbing Permit Fee per Dwelling Uni $150.00 $150.00 $0.00 BLD10-143 957901313 PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00 BLD10-143 957901313 PLAN REVIEW REFUND 150 -$150.00 -$150.00 $0.00 BLD10-143 957901313 Building Permit Fee $916.75 $916.75 $0.00 BLD10-143 957901313 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-143 957901313 Technology Fee for Building Permit $18.34 $18.34 $0.00 BLD10-143 957901313 Record Retention Fee for Building Per $10.00 $10.00 $0.00 BLD10-143 957901313 Site Address Fee $3.00 $3.00 $0.00 Total: $1,948.48 CHECK 13301 $ 1,948.48 Total: $1,948.48 genpmtrreceipts Page 1 of 1 WA L L S : HA R D I LA P SI D I N G O/ 30 L B BP . O/ 1/ 2 " CD X SH E A T I N G 2X 6 @ 24 " OC IN T FR A M I N G R2 5 BI B S IN S U L A T I O N O/ 4/ 2 " GY P BD W/ VB PA I N T 2X 6 PT PL A T E W/ 1/ 2 " X1 0 " AB W/ 3" X 3/ 1 6 " SQ U A R E WA S H E R S O/ CO N T . SI L L SE A L @ 48 ” OC - AN D 12 ” FR O M EN D OF PL A T E OR BR E A K 2' x 6 " MA S O N R Y FO U N D A T I O N WA L L W/ #4 RB 18 " V E R T AN D 1- # 4 @ TO P CO N T . DA M P R O O F ME M B R A N E FR O M FT G . TO FI N . GR A D E . WA S H E D ST O N E TO 6" BE L O W SI L T CL O T H NO T LE S S TH E N 7' OU T FR O M FT G . 4" SM O O T H PE R F O R A T E D DR A I N P I P E PI T C H 1/ 8 " / FT SI L T CL O T H WR A P P E D , HO L E S DO W N . 6 MI L BL A C K VB W/ 1 6 " W X 8 D" FO O T I N G 2- # 4 RB CO N T I N U O U S CO V E R L A P CO N N E C T I O N S 18 " MI N ) 3 1/2" Hi K| m ex D) . =— _ 45 wo n F I L E C O P Y EC E I V E 1' - 6 " U JU L 19 20 1 0 Ci T Y OF PO R T TO W N S E N D DS D FO U N D A T I O N @ LI V I N G / EN T R Y (2 Sc a l e : 1" = 1' - 0 " \s 1 2 / CR I P P L E WA L L S : HA R D I PA N E L SI D I N G O/ 30 L B BP . O/ 1/ 2 " CD X SH E A T I N G 2X 4 @ 16 " OC FR A M I N G 2X 6 PT PL A T E W/ 1/ 2 " X1 0 " AB W/ 3" X MA I N - 2 4 3/ 1 6 " SQ U A R E WA S H E R S O/ CO N T . SI L L SR " SE A L @ 48 " OC - AN D 12 " FR O M EN D OF PL A T E OR BR E A K 2' x 6 " MA S O N R Y FO U N D A T I O N WA L L W/ #4 RB 18 " V E R T AN D 1- # 4 @ TO P CO N T . DA M P R O O F ME M B R A N E FR O M FT G , TO FI N . GR A D E , 3 1/2" WA S H E D ST O N E TO 6" BE L O W SI L T CL O T H NO T LE S S TH E N 1’ OU T FR O M FT G . 4" SM O O T H PE R F O R A T E D DR A I N P I P E PI T C H 1/ 8 " / FT SI L T CL O T H WR A P P E D , HO L E S DO W N . 6 MI L BL A C K VB W/ 1 6 " W X8 D" FO O T I N G 2- # 4 RB CO N T I N U O U S 16 " CO V E R L A P CO N N E C T I O N S 18 " MI N ) FO U N D A T I O N @ KI T C H E N / NO O K /3 > Sc a l e : 1" = 1' - o " \s 2 / WA L L S : HA R D I LA P SI D I N G O/ 30 L B BP . O/ 1/ 2 " CD X SH E A T I N G 2X 6 @ 24 " OC IN T FR A M I N G R2 5 BI B S IN S U L A T I O N O/ 1/ 2 ' GY P BD W/ VB PA I N T FL O O R SE C O N D : 3/ 4 " T& G PW O/ 2X 1 0 @1 6 " OC O/ 5/ 8 " GY P B D HE A D E R OV E R WI N D O W S AN D DO O R S 3' OR LE S S - 2X 8 DF #1 3' T O S ' - 2- 2 X 8 DF # 1 5' T O 7' - 2- 2 X 1 0 DF #1 IN S U L A T E D VI N Y L Wi I N D o w — — — _ _ — — _ Sc a l e : 1" =1 ' - o " \ $1 2 WA L L @ UP P E R FL O O R / 6 \s 1 2 / li v i n g rm MA I N - 1 o" 4 be d r o o m - 1 cr a w l s p a c e | ZY | AA : 6 mi l vb a IN T E R I O R WA L L @ SL A B (“ 5 \ Sc a l e : 1" = 1' - 0 " \ S1 2 ) RO O F SH O W N : 9: 1 2 PI T C H CO M P O S I T I O N RO O F I N G O/ 30 LB BP O/ 1/ 2 " CD X O/ 2X 1 2 @ 24 " OC RA F T E R S . PR O V I D E SO L I D BL O C K I N G W/ HU R R I C A N E TI E AN D IN S E C T SC R E E N @ BL O C K I N G 1" A I R SP A C E W/ BA F F L E TO RI D G E 2X RA F T E R TA I L W/ EX P O S E D 3/ 4 " 7 SO F F I T Z RA F T E R TA I L / 8 \ Sc a l e : 1" = 1' - o " \S 1 2 / 2X 8 CE I L I N G JO I S T 12 - 20 d NA I L S CL E N C H E D CO L L A R TI E CO N N E C T I O N (7 Sc a l e : 1" = 1' - o " \S 1 2 / Da t e : Ju n 30 , 20 1 0 Hl l e n a m e : DU K E RH O D E S 29 S T AD U . v w x Scale: 1/8" = 1-0" L _36'-0 8'-0" 12'-0" 7 16'-0" 243 ; Seals and Weather-stripping: (Air Seal) Openings shall be sealed, caulked, gasketed, or Washington State Energy Code. ) weather-stripped to limit air leakage. Exterior ee jt et ee . a R-value markers to be installed atleast one // joints around windows and door frames, openings lee de cele oe xis —— sip init Subnet: Mnintanii: Sones omens Games ; lanes neiaeines © —— for every 300 sq. ft. facing the attic access. at penetrations through walls, floors, roofs and { | [ | l | | | | | | | | [ : Markers shall be affixed to the truss or joist gt} other openings in the building envelope. | l | | | | | | | | | | | | | | | | il and marked with the minimum insulation — | | | | | ; : : + 8X48" CONG WALL W/ + al i | i \ i { ; ' ‘1k + | thickness. D OOF SHOWN: | | | | | | | | | | see Rb HOR|z. wll Seca le 18"|0c, | | | | | | | | 1| 4 = se COMPOSITE ROOFING O/ 30 LB BP O/ H ‘ Hi H H t ‘ ' ' s ' ‘ ‘ t ‘ ' ‘ H H H ‘ = HP Pb td PP PP Poet Pe tb bP bt op oi ) 3 A , sb SEMEL | | | | | | of UL Lue Wxstcontrodinc] | $f f | ft ot ot ot van ° _ : : H H ° ( H | | | | | | | 2-#4 RB CDNTINUO | | | | | | | | 1} einige 2 | | | J | (O Lat CONNECTIONS 48" i | to oqaeoqatk yg 1 { | | | | | | | | | | MIN) ' ‘ | | | | ' ‘ | | | ‘ iil \ apoving s00p BLOCKING w/ t ‘ t t , °° = P ‘ | | | | | | | | | | AbU BATH | | | | | | | | | | | . INSECT SCREEN @ BLOCKING vu =f : : H H H | | | | | | | | = J] T"AIR SPACE W/ BAFFLE TO RIDGE n ATE of EE Pelrod Po tot or et a ee ees | ° | Pet ft to t tJ ee ee ee ee ee eee ee ee = = sl | I 5 wes ‘ ' 1 ‘ ' caer ‘ ' ‘ q Wa) ss =) a en | lvetiey Aart | at | ged-thm | || —- a si gpa sonic , } ~ | 4 24" | | | | | | |W// | Berl. | | | Bees fee | | Tax /b 4 | | | a — ee ue eho te ee oe | Pf tf t ft ft | ft ft ft Pot} ft ti] . | FLOORSECOND: iN ‘ 1 ' 7 3/4"" 9.5" 16" 4 hit 6 | | | | | |__ ut» | | | | | pil 4 | | | -| aI TT 5U ‘ ns ‘ Hie dG dod GP TEE Ee Ee EP EE EE EE : ny - 2 ee ee ee ee PetPoh ob de] ff 7 (xs Hor t he SSS! 1 tt gh | ct dh Pt Pt : sue "T&G PW -—---—}-} ( | | | | | ' 9.9" BCI p16 le | ‘ ‘ | | | | 4 —_— Section 309.2 Garage Separation - 2X6 PT PLATE W/ 1/2" X 10" AB W/ 3" X 3/16" ; H | | | | | | | W, R30 INSU TION | | | | | | as ae Pha The garage shall be separated from the residence a] SQUARE Leese O/ piphliee ota tad Oc | | | | i | | | | l | l l l 1 | =< and its attic area by not less than 1/2 inch : pen nahn i ian tite es | | | | | | | | { | ! ! ! ! ' | i SEF NOTE #11 gypsum wall board te to the garage side. W % HHI WALL W/ #4 RB 16°VERT AND 1-#4 @ j | Garages beneath habitable rooms shall be j —- WITHIN TOP 7" ve) FIRST FLOR alt etal if | | | | | | | | | | | | | | | \ ] : sopernied from all habitable rooms above by not ‘ eee oor MEMBRANE FROM FTG. ra ( | | | | | | | | | | | | | | | | z less than 5/8 inch type “x” gypsum wall board. / ; ° ede winatal | | | | etisxdie dextpeoh glo-damt | | ot | ’ || || = SET Gr RST oo Sec. 602.10.6 (2), IRC - Alternate Braced Panels ‘ | | : 1 6V3 XI (2 Ce NTINve b : Ay = dam| ‘ +00 AMP! ae CONC. SLAB W/ #3 RB] 36"0C Pat , Iwo Story Building ( | | | HEADER, Ste |: | { | | | bt | a 7 i jit . Coens ¢, ( = " SMOOTH PERFORATED DRAINPIPE PITCH 2' 8" min. width, “0' max height, sh max height, sheathed on both ( H i Hi H \ h ' i | | t r — - eeee = rT 7 anil att T nine T a Sree) Gi SET SERIE WR EPP ER, HOLES faces with min. 3/8" structural panel, nailed with y 77) 7/4 \\_ Maiiniild , Section-1 rel - aie | (UEMAPCONRECTINE Me —SJ 8d common nails 4" o.c. all edges and 12" in field. 4 |__| — a | f | { {—_|__|__|_ _ ees Scale: 1/4" = 1-0" eee Hf omen Ne z Provide (3) anchor bolts & two tie-down devices H | | | | | | | l © :/4 = A capable of providing uplift capacity of 3000 Ibs. | | | | H H 7 : i H ‘ ‘ t t METER va . ome aos ey ap j es ee Oe Ce ae Gy © A FOUNDATION NOTES a _ lon lH SITE GRADING, PLACEMENT OF FILL AND FOOTING EXCAVATIONS SHALL BE COORDINATED BY DESIGNER. 8'-0" 2'-8" 9-0" 8° ta 2-8 a 2 FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE 10' AWAY FROM RESIDENCE. t AW BP on WAP, VERIFY ALL DIMENSIONS AND LOAD CONDITIONS. y i 36-0" 4 GARAGE SLAB SHALL BE 4" CONC. W/ #3 @ 16" EW CENTERED OR 661010 EEWM IN SLAB O/ 2" SAND O/ BLACK 6 MIL VB O/ COMPACTED FILL. ALL HARDWARE TO BE "SIMPSON" OR EQUAL AND CONNECTIONS INSTALLED PER MER'S INSTRUCTIONS FOUNDATION PLAN r 4) 6 |ALLANCHOR BOLTS TO BE 48" OC W/ 1/2" DIA X 10" AB. W/ 3"X3"X3/16" SQ. WASHERS, 2 MIN. PER PLATE AND 12" FROM ENDS ; i 08 tak 2 ALL WOOD IN CONTACT WITH CONCRETE SHALL BE #1 DF O/ 30LB BP AND FOAM SILL SEA'. Scale: 1/4" = 1'-o Az/ Is__ [REINFORCEMENT SHALI. BE ASTM Aé1s, GRADE 60. WIRE MESH SHALL BE ASTM Ai85. MINIMUM CONCRETE COVER OVER REINFORCEMENT SHALL BE 3" FOR CONC. CAST AGAINST EARTH __ 36'-0" po ATTACHMENT FOR NON BEARING WALLS SHALL BE "HILTI" DN72-145 X 2 7/8" LONG @ 36" OC MIN. 2 PER MEMBER. Lon " 8-1 4/2" L Lat lt ALL PIER PADS SHALL BE 24" SQUARE X 10" DEEP. W/2 #4 RB EW. , 7-3 [ 6'-4 1/2 14 4-2 H [THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS RESPONSIBILITY OF THE CONTRACTOR. hs [THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR THE APPLICATION OF SHEAR WALLS AND FLOOR/ROOF DIAPHRAMS. 9 wpa 0 Wor _ (Section R303.6 - Stairway Illumination: | - BWP 1'6" £30" SOLID BLK'G 16" 30" 50" 46" ie si All interior and exterior stairways shall a ae =H ——— SSS — be provided with a means to illuminate | ls. Roe | EGRESS the stairs including the landing and an eerie | treads. ~ Bg shower ! = <a Co z fe ee | B = ‘ = | : be) ‘ yf t t + x 80 CFM FAN | . | SS L BDRM 1 wes eer BDRM 2 STUDY bo S \ , BATH t — ES = a 11'-4. 1/2" iw 6'10 1/2" 7'-10" qj He (in \ , : : ry [=4 ! : ve) Od U 4 = HANDRAILS = mM oe 33 uw @ | H ¢4—_ N ¥ — é LA << @) (so) BIB ON nics Le ee N | INTERSECTING _ HT = an ib [STAR - RISER Ut Y STOR CLO. = : : ' _____ NOTICE: Plans are approved excepting IN ; De ee pny errors or omissiops. All work must \/~\ AN —— o/ _| 9 ham rn ma a Sc pnformance with $ 2 y and regulations. 2 clo Section R313 - Smoke Alarms. DN = EAST ELEV eg ‘ x) 10 be located in each sleeping room tr. PAD (6) Scale: 1/8" =q-0" North ra ||, and outside of each sleeping area in ihe “Wy. , ~ (6) Scale: 1/8" =1-O- APPROVED er vicinity of the bedrooms. Interconnected he owe , 110 volt with battery backup. qSTTSSSTETS ” " ' H ° . « | | H TOSS TET at ie x LIVIN Zz i : | | 3 T O QUITE x a (Le Lrrer eee ee! v ° PRoy : Fh gOO = VIDE WHOLE House FAN HER. Zz : in a — — —— J FRESH AUR - VENTED WINDOWS ] a2 ia FRESH AIR PORTALS * x DINING a 7 WHABTABLE ROOMS S1+ fi" Jf Lt PO Rey — is y PLL HABITABLE ROOMS $11 — sk neanscies % — LT 7 | a a ——=} ——f . ; °° BWP 26" ¢ 36" 26" k 36" BWP ° Va 7 T . FILE COPY = by 5-6" a8. 1 | — ——— aI—— rh cs oe cy cy 711 5/8" 8'-o" 8'-o" 3'-6" 6" MAI N FLR PLAN (. V SO UTH ELEV. A 4 Scale: 74" =4-o" ow EST ELE 6 : Scale: 1/8" = 1-0"