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HomeMy WebLinkAboutBLD10-185 BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-185 Permit Type Residential - Accessory Structure Project Name — Garden Shed Site Address 3019 EDDY ST Parcel # 959702101, 959702102 Project Description New Garden Shed Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Koch Glen W Owner Koch Glen W Fee Information Project Details Project Valuation $13,000.00 Entered Bid Valuation 13,000 DOLL Plan Review Fee 145.11 Units: Heat Type: PLAN REVIEW DEPOSIT 50 50.00 Bedrooms: Construction Type: PLAN REVIEW REFUND 50 -50.00 Bathrooms: Occupancy Type: PLAN REVIEW DEPOSIT 150 150.00 PLAN REVIEW REFUND 150 -150.00 State Building Code Council Fee 4.50 Technology Fee for Building Permit 5.00 Building Permit Fee 223.25 Record Retention Fee for Building 10.00 Permit Total Fees $ 387.86 Conditions 10. See Critical Area Waiver conditions LUP10-061 issued 9/28/10. *** 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 aw the property or authorized agent of the owner. RUE lh So ap oO Date Issued: 10/13/2010 Issued By: SWASSMER Signature _ = — Date JOHNS _ lo Date Expires: 04/11/2011 Print Name CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 POST THIS CARD IN A SAFE, CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCELNO. 959702101 PERMIT NO. BLD10-185 ISSUED DATE __ 10/13/2010 EXPIRATION DATE __ 04/11/2011 ADDRESS 3019 EDDY ST CONSTRUCTION TYPE OCCUPANT LOAD OWNER KOCH GLEN W PROJECT DESCRIPTION New Garden Shed CONTRACTOR LENDER INSPECTION INSP DATE COMMENT INSPECTION INSP DATE COMMENT SETBACKS SURVEY PIN Stemwe U SPR Fasting uae [Me] 2 - A zien, A SNe So WA VEH% FRAMING WW [7%v/, PLUMBING CB, Sipe uly PLUMBING WTR PIPIN |Wwadi| Yu SHEAR WALL news | My ROOF NAILING mp] /u/, FINAL PUBLIC WORK |. Sw | %/3 /,, FINALBLDG/C OFO | Mik Shaly TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. PERMIT# DUS AOD - \S&S CITY OF PORT TOWNSEND BLDG PERMIT ACTIVITY LOG DATE RECEIVED. A 2|- \0 Surface limits SCOPE OF WORK: New Gaver Shect DATE ACTION INITIALS O\; 2 \. \O__| ENTERED INTO CHET MMW Cl-2\: .O_| CHECKED FOR COMPLETENESS MW Plan Review # Bedroom(s) = # Bath(s) = Heat Type: Psa Coc Crit ce ad GRO (es Oh ey) : qhyhe— Oy. —to LX CAR loa —_ Al LOA ~ Y WA La Ch Ss f) (\ f ¢ a tf-+} =~ Kec d LVF] I) -0b]. GAC 2. L, el [(287[S sto KN SEPTIC? C i ane fynoil to Fell Cy. —OK aS} lary es hn thepoes blog is rein lb ‘fen draun Arh) . Ce = Must Cowply W/ 17,68. Zoning: Ral " # Setbacks OK? Lot Size: dO, 000 SG eR Building Size: ai S¢ ‘et Lot Coverage: (2%, FAR OK? Ves Height OK? rye _ Parking OK? WV aa Critical Area? 7 / hh, (Check Aovifer Recharge reeds @anie- Krew waar ) Impervious \ 19.05.050D4(a) ~~ ~~ Shorelines Jurisdiction? No Demo? Historic Rev/ Design Rev? Notice to Title? Lots of Record? P:\DSD\Forms\General Use Forms\Activity Log Bldg Permit.doc July 12, 2010 Sephs dein beld — Message For . @) date G21 / time ————— Solana Explanation of impervious surfaces on property at 3019 Eddy St Re: Permit #BLD10-185 Square footage of: 1 floor of house 2334 Garage 680 House & Garage roof overhang 591 Cement deck 550 Cement Garage pad 320 New shed roof (including overhang) _500 Total Impervious surface : 4975 sq. ft. Total Lot size: 40,000 sq. ft. % of lot coverage with impervious surfaces is 12% uu > ~S ho a) ae RE V . #} DA T E : | DE S C R I P T I O N : ss o a c t m o n n © ER I C KU Z M A 20 1 0 PO BO X 11 9 4 2 , PO R T TO W N S E N D , WA 48 3 6 5 NE W GA R D E N SH E D MA I N FL O O R (H E A T E D ) : 25 5 4 sf . UP P E R FL O O R (H E A T E D ) : 29 4 6. o| A NE W GA R D E N SH E D FO R LA U R E L SO L A N A oe an a l TO T A L HE A T E D FL O O R AR E A : 26 6 8 8, S3 0 l 4 ED D Y ST R E E T TO R T : TO R R B E N D ; NA 48 0 6 8 EX I S T I N G AT T A C H E D GA R A G E : TA X PA R C E L W S : 48 4 7 0 2 1 0 1 $ 10 2 MA I N FL O O R (U N H E A T E D ) : 66 0 si . LE G A L DE S C R I P T I O N : TO T A L PA T I O § DE C K AR E A : 68 s/ . SE C T I O N : 4, GT R . SE C T I O N : NE I/ 4 , DR I V E W A Y ¢ WA L K W A Y : 52 5 2 8. TE N G BO 'N , WA N G E ty Lo r SI Z E , 40 0 0 0 #1 . SU B P I V I S I O N : HI L L S IQ T A L LO T CO V E R A G E (E X I S T I N G & AD D I T I O N PR O P O S E D BU I L D I N G PO C T P R I N T ) ZO N I N G , R- | SZ 1 0 sf . or 12 . 2 % (< 98 % AL L O W A B L E ) TH I S PR O J E C T SH A L L CO M P L Y —— — — — — 23 6 9. (B U I L D I N G ) W TH E FO L L O W I N G CO D E S : i | 22 8 91 . 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GF PR O T E C T EL E C T R I C A L CI R C U T @ PA N E L EL E C T R I C A L SY M B O L KE Y LI G H T GT o H 9) WA L L MO N T E D Li G d ? FI K T I R E SO ) CE L N G Mo n r t D Li s e t Fe r FLOOR PLAN | | 3019 EDDY STREET SOLANA 5 HE C E I V E SE P 27 20 1 0 4™ N CI T Y OF PO R T TO W N S E N D FL O O R PL A N =” SC A L E : 1/ 4 " = |- O * Development Services 250 Madison Street, Suite 3 Port Townsend WA 98368 Phone: 360-379-5095 ae —_——— Fax: 360-344-4619 CITY OF PORT TOWNSEND www cityofpt.us Residential Building Permit Application Project Address: Legal Description (or Tax#) Office Use Onl 4019 Epldin Sy. Addition: _ Hills Permit # BLD10- 13S Zoning: __Ic- | Block: _2] Associated Permits: Parcel#_ 959 7024 Jo] $/02 Lot (s): |— 8 Project Description: New Carden Shel 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. ses Plaws Sheet 4h Property Owner/Applicant: Building Information (square feet): Name:_] Ourel Sola pa 1* floor _£334 % Garage: d Address: 2.0. Box // 92 2™ floor 29-4 yr Carport: : C rd : City/St/Zip: Vert T owps ewol WA 9832 - hk 3° floor Other: Phone: Email: yin ow flow eclarm® baer Basement 11/7 __ Contact/Representative: Finished: __ Unfinished: Name: \oe Tham pser Decks / Porches Phone: 360-23 ¥):-00S5 7 Covered: Uncovered 769 Email: Heat Type: Heat Pup : Electric Heat Pump X__ Other Contractor: Same as Owner Name: (pet psaen Total: #Bedrooms__~S_ #Bathrooms_2 q Address: Size of lot_YO, 000 _ Square feet City/St/Zip: —_ Total Lot Coverage (Building Footprint):* Square feet: 4.27 0 % [2.970 Impervious Surface:* Phone: 360-3 8]: OOS 7 Email: \pet/0 © yahoo, 66m State License #_7§ 7OO Exp: . . . Square feet: *Total existing & proposed City Business License #: a —_—_ aexsin ropese Lender Information: What year was the structure built? _| 47G Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: 2) [ 4 Any known wetlands on the property? Y (N) Project Valuation: $__) A, (SYOR®) Any steep slopes (>15%)? YM If work includes demolition, see Page 2. | 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 permit will be in accordance with State Laws and the Port Townsend Municipal Code. Print Name: Laure | Splawa Signature: nn <n Date: 2 20 | lo Page 1 of 2 - 1/4/2010 -OVER- FROM : JEFFERSON COUNTY PUBLIC F=ALTH FAX NO. : 3683859401 SEP 76-176 To- Jefferson County Environmental Health From- Enviro Check, LLC Date- 102507 APN 959702101 Address- 3019 Eddy Street, Port Townsend Owner(s)- Glen Koch/Laurel Solana Subject- Finaling Permit ep. 24 2410 12:57PM Pil _ a sah Lodi era eA Enviro Check, LLC checked this system on 100307, 101007 and 101707 and found the effluent level to be at proper level in the septic tank and in the “D” box. Risers have been instailed on the septic tank and “D” box. | ey sean prIOe| pe be fe Pasa / - . os ie, &* ip ie oe “ - 4yP —_— | Lj t ia ua\ mate GARRob xp . , A a f B,) t Qe / sé y i f e\s $ & fof ; i} Parte & / ; Fa 8 (/ You st a / - | . ef fd ' / 347 ; | | -_ ug! OX. | st WN t 4 L__ yt 8" / 36/8" ip’ Bax ge” ve ys'y" owe FRRT ENVIROSCHECK, LLC. 1612 Hastings Ave. W. ——_ , WA 98368 Suzanne Wassmer From: Suzanne Wassmer Sent: Monday, September 27, 2010 8:38 AM To: ‘moonflowerfarm@earthlink.net' Subject: RE: BLD10-185 for 256 sq. ft. garden shed (Property on septic) Hi Laurel, The email I sent Friday to you and Joe was returned - apparently his yahoo account isn't working or I typed it in wrong (joet110 (onehundredandten)@yahoo.com. Do you have another email address for him, or could you pass the info on to him? Thanks, Suzanne From: Suzanne Wassmer Sent: Friday, September 24, 2010 2:50 PM To: joetl 10@yahoo.com' Ce: 'moonflowerfarm@earthlink.net' Subject: FW: BLD10-185 for 256 sq. ft. garden shed (Property on septic) Hi Joe, Regarding the building permit application for a new garden shed for Laurel Solana at 3019 Eddy Street: 1) The new building needs to be a minimum of 10 feet from the septic drainfield. Could you please verify that it meets or exceeds this distance? 2) The property is mapped as an aquifer recharge area; therefore, a critical area waiver is required. I have attached a critical area application and a sample critical area waiver. The cost is $108.00. For aquifer recharge, no additional recording fees with the County 1 are required. Please let me know if you have any questions. The building permit has not been plan reviewed yet, and issuance must wait until the critical area waiver is complete. Thank you, Suzanne Wassmer Land Use Development Specialist (36) 385-0644 wonee Original Message----- From: Randy Marx [mailto:rmarx@co.jefferson.wa.us] Sent: Friday, September 24, 2010 12:38 PM To: Suzanne Wassmer Subject: RE: BLD10-185 for 256 sq. ft. garden shed (Property on septic) Hi Suzanne The drainfield laterals are 43’ west of the home are 80 feet long and run north south, they don’t appear to extend past the north plain of the home/garage. They should be ok. The new bld needs to be 10’ from the drainfield. You might check w/ them as they had their drainfield located in October of 2007. I can send you a copy of that drawing, they have it in their EES report also. Thanks for checking in. Randy Marx Always Working For a Safer & Healthier Jefferson County 360 385 9444 ><(((C> ><{{{"> a<(((P> ><(((P> SH H<(((C>_><(((C> > (((CE> ><(((C> >< ><>" >< f{{{"> ><>><> ><(((C>. >< {{{"> ><f{{{"> >< {[L{"> ><> >< S<{{{"> ><(((C <> ><(C> >< ><> >< ELE" ><((((°> Online Septic Permits Web Link <http://test.co.jefferson.wa.us/weblinkext/Browse.aspx?dbid=1 &startid=468709> Environmental Health Web Site Link <http://www.jeffersoncountypublichealth.org/index.php?septic- systems> CONFIDENTIALITY NOTICE: This e-mail message, including any attachments, is for the sole use of the intended recipient(s) and may contain confidential and privileged information. Any unauthorized review, use, disclosure, or distribution is prohibited. If you are not the intended recipient, please contact the sender by reply e-mail and destroy all copies of the original message From: Suzanne Wassmer [mailto:swassmer@cityofpt.us] Sent: Thursday, September 23, 2010 2:41 PM To: Randy Marx Subject: BLD10-185 for 256 sq. ft. garden shed (Property on septic) Hi Randy, Attached is a scan of the plans and our form to you regarding BLD10-185 for a garden shed to be placed at 3019 Eddy Street. Please let me know if there are any issues with this. It appears to be a shed without plumbing or insulation. Thanks, Suzanne Suzanne Wassmer Land Use Development Specialist 385-0644 Development Within the City Requiring Septic Approval City of Port Townsend Development Services Department 250 Madison Street Suite 3 Port Townsend, WA 98368 (360) 379-5095 Fax: (360) 344-4619 ’ To: Jefferson County Environmental Health Re: City Building Permit Involving Septic System: |/ New Structure __ Existing Structure Building permit BLD / 0) aa &v and/or Public Works Permit Name of Legal Owner(s): Leties re [ Co } ana , Wa / < D ) Property Address: 2 Q Y C ddy ie ¢ ; , Port Townsend, WA 98368 Phone Number: Not given. Rep is Joe ThorpSin @ 38/- 06F7 Zoning District: R 1. Parcel# qS- 1~— 762-10] ang or Legal Description: Addition H}l Ky Block ( Lot(s) (— £ Parcel size: DOO X 200 = C0, 000 Description of Proposed Building(s): Garden hed Description of Any Existing Building(s): Re nidon CQ_ w/ atte hed Jose Bedrooms: Existing #: S Proposed #: _()_ Total # Bedrooms: Ss Not Sure woe 2 O lf Vou aed Bathrooms: Existing #: Proposed # : Total # Bathrooms: to ened Building: Existing Rese wea | ) Proposed Sq. Ft: 25h Total Sq. Ft: tt 24 / (eee B- z - ple ave Lot ? Pe TRY + 2) d wan A site map and a floor layout plan is attached showing all existing and proposed buildings, mer ; property lines, septic tank and drainfield location, and water line route. The applicant has Thanks J been directed to submit a $73.00* review fee check directly to the Jefferson County Environmental Health. Respond to: Waren 355-664Y Swattmechy ofphus 923 City MSD Staff Member Phone Email Date County comments: Signature: Print Name: Date: P:\DSD\Forms\Building Forms\Application-Septic Permit.doc 09/23/2010 FROM : JEFFERSON COUNTY PUBLIC HEALTH FAX NO. : 3683859481 Sop, 24 26146 12:58PM P2 a °, a fen | ated ES =i ie e a ine Kacsimile Cover Sheet Jefferson County Health and Human Services 615 Sheridan Port Townsend, WA 98368 Tel 360-385-9400 Fax 360-385-9401 DATE: VIE; gy, Hho TIME: NUMBER OF PAGES: > : (Including this page) FAX To: S DWV. ° VA FAX Number: From (senders name): [cael Wi. - SSS -7VC3~ Sender’s Direct Telephone Number: Original Mailed? Message S *e* CONFIDENTIALITY NOTICE***** The documents accompanying this telecopy transmission contain confidential information belonging to the sender that is legally privileged. This information is intended only for the use of the individual or entity named above. The authorized recipient of this information is prohibited from disclosing this information to any other party and is required to destroy the information after its stated need has been fulfilled, unless otherwise required by law. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or action taken in reliance on the contents of these documents is strictly prohibited. If you have received this telecopy in error, please notify the sender immediately to arrange for return or destruction of these documents, Suzanne Wassmer From: Sent: To: Subject: Hi Suzanne Randy Marx [rmarx@co.jefferson.wa.us] Friday, September 24, 2010 12:38 PM Suzanne Wassmer RE: BLD10-185 for 256 sq. ft. garden shed (Property on septic) The drainfield laterals are 43’ west of the home are 80 feet long and run north south, they don’t appear to extend past the north plain of the home/garage. They should be ok. The new bld needs to be 10’ from the drainfield. You might check w/ them as they had their drainfield located in October of 2007. I can send you a copy of that drawing, they have it in their EES report also. Thanks for checking in. Randy Marx Always Working For a Safer & Healthier Jefferson County 360 385 9444 ><(((C> ><f{{"> S<(((QP> >< (((P> SH H<(((C>><(((C> (E> 2><(((C> >< ><>" ><{f{{"> >< ><> ><(((C>. >< {{{"> ><{{{"> >< {[{{"> ><> ><> “><f{{{"> ><(((C> H<(((C>* * ><(((C> > (((C> m<(((C> St" ><((((> Online Septic Permits Web Link <http://test.co.jefferson.wa.us/weblinkext/Browse.aspx?dbid=1 &startid=468709> Environmental Health Web Site Link <http://www.jeffersoncountypublichealth.org/index.php?septic- systems> 2 CONFIDENTIALITY NOTICE: This e-mail message, including any attachments, is for the sole use of the intended recipient(s) and may contain confidential and privileged information. Any unauthorized review, use, disclosure, or distribution is prohibited. If you are not the intended recipient, please contact the sender by reply e-mail and destroy all copies of the original message From: Suzanne Wassmer [mailto:swassmer@cityofpt.us] Sent: Thursday, September 23, 2010 2:41 PM To: Randy Marx Subject: BLD10-185 for 256 sq. ft. garden shed (Property on septic) Hi Randy, Attached is a scan of the plans and our form to you regarding BLD10-185 for a garden shed to be placed at 3019 Eddy Street. Please let me know if there are any issues with this. It appears to be a shed without plumbing or insulation. Thanks, Suzanne Receipt Number: BLD10-185 959702101 Plan Review Fee $145.11 $145.11 $0.00 BLD10-185 959702101 PLAN REVIEW REFUND 50 -$50.00 -$50.00 $0.00 BLD10-185 959702101 PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00 BLD10-185 959702101 PLAN REVIEW REFUND 150 -$150.00 -$150.00 $0.00 BLD10-185 959702101 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-185 959702101 Technology Fee for Building Permit $5.00 $5.00 $0.00 BLD10-185 959702101 Building Permit Fee $223.25 $223.25 $0.00 BLD10-185 959702101 Record Retention Fee for Building Per $10.00 $10.00 $0.00 Total: $337.86 10-0754 09/21/2010 PLAN REVIEW DEPOSIT 50 $50.00 BLD10-185 CHECK “4203 7 ~~ $ 337.86 Total: $337.86 genpmtrreceipts Page 1 of 1 Receipt Number: BLD10-185 959702101 PLAN REVIEW DEPOSIT 50 $50.00 $50.00 $0.00 Total: $50.00 CHECK 1199 $ 50.00 Total: $50.00 genpmtrreceipts Page 1 of 1 o| A NEW GARDEN SHED FOR LAUREL SOLANA O PO BOX |142, PORT TOWNSEND, WA 48368 (360) 385-2246 REV.#| DATE: | DESCRIPTION: ) E Si © ERIC KUZMA 20 l 0 a Comer: NEW GARDEN SHED MAIN FLOOR (HEATED): 2334 s¥. i | UPPER FLOOR (HEATED): 294 sf. ECE WES te i ee TOTAL HEATED FLOOR AREA: 2668 s/f. yEIVE h | 2 - 3014 EDDY STREET } Hy <Q 5 5 PORT TOWNSEND, WA 48568 EXISTING ATTACHED GARAGE: aman TUT ree TAX PARCEL#'S: 454102101 # 102 NA Ea ATED PES ae. yy per iors Bedio -(*%S | | af 0 Z es : TOTAL PATIO § DECK AREA: 168 sf. 16% GITF OF PORT TORNSEN | 0 AO8tE LEGAL DESCRIPTION: te i Laogeie SECTION: 4, QTR. SECTION: NE 1/4, pRreay s WALKWAY: 5252 s¥.] $2.82 — S25 ' TOTAL LOT COVERAGE (EXISTING 2 HILLS ADDITION ZONING: R-I (3210 84. or 12.2% (< 35% ALLOWABLE) THIS PROJECT SHALL COMPLY 256 s.F. (BUILDING) W/ THE FOLLOWING CODES: 228 8. (PATIO) 2004 I.LR.C., 2006 WSEC, 2006 VIAQ zt ia O F | ) | Qh < ] | = | Bee eee eae en ete G -sist STREET ROW. Fr a | I << O 2 SITE PLAN eg | | | “j LE on Ak, >i SCALE: |" = 30'-0" 2% Be a Ze ae | , © TREE, TYR a o- Ditonto eget a, Bae 2 N. 849d 3I' 48" E. me a ° | | ie O - Peewee ee —— A air PROPOSED “0 3 = | | | WY tu £ femey FENCE | Py = 2 | | ne ee Jt | O ' SETBACK) : 40-0" ‘ Cc | | as : EXIST TINd | | | | QO. | | DRIV eae | | | | | | —L | +— | | | BeOS fel | ne VICINITY Le PROPCSED | INDEX TO DRAWINGS PLAN | | GARDEN SHED [— | | | | | a occ S3RD STREET yer m | = “a EXISTING Z| |! | 0c F . v4 Lo anes GARAGE eee x | PROJECT DATA, SITE & VICINITY PLANS OF uil IY aN ~ \Oe- A\\ I -_| [i | _ fe ms o : o|. |e ae ane, Y LT) 1) | 2 FLOOR PLAN z z i oO E ~ S st nO oO : B19 le = * iz ek Ii | 3 FOUNDATION & ROOF FRAMING PLANS 2 > me S$ N *. es ] \ sc "4 10) Ql <= a an | = S| ly (AR ) | a ir Ii | 4 DETAILED CROSS SECTION 5 = . Tol Z| lo ee ae Qo | | - wu > Fp | in searie os I, |S | | | 5 ELEVATIONS Yj - SITE ol = Lu F iy Sa Sa EXISTING ia | da _ [a Tp Y - | | hyo om” RESIDENCE | | | 3019 JEDDY STREET 7) > = i | | DMEM | | | 31ST STREET < ra on | | Pvp \ | | | , at iw - FE | | a” ye | | I | HASTINGS AVENUE O = ( | O | | : go? | | | CAPE GEORGE PORT TOWNSEND | 1 © AATF ; | : ees | a pee pe | ah Pe reel se ak Pe _(IQ'-O" SIDE SETBACK) — fe I | NOTE TO CONTRACTORS € BUILDING OFFICIALS: a N. 24d 3I' 48" E (a4 b- oe ee "Sau Te ts = | |. THESE PLANS ARE INTENDED TO CONTAIN ALL THE ARCHITECT HAS MADE A GOOD FAITH LL ) | THE INFORMATION REQUIRED TO DEMONSTRATE EFFORT TO STRIKE A REASONABLE BALANCE O i | COMPLIANCE WITH APPLICABLE BUILDING ¢ ZONING DETREEN PROVISION OF INVORMATION ¢ COST < | CODES. IN THE CASE OF ANY INFORMATION WHICH OF THE PLANS. THE PLANS WILL INEVITABLY 3Oth STREET APPEARS TO BE LACKING, PLEASE CONTACT THE CONTAIN MINOR DISCREPANCIES ¢ AREAS Ue i ce ae Me ag es ye = Foye ee oy ey aa a Are ag ARCHITECT IMMEDIATELY. LACKING IN SPECIFIC INFORMATION. DURING NOTES: THE COURSE OF CONSTRUCTION, AS THESE CONTRACTOR TO DETERMINE ANY UTILITY ROUTES ¢ FOUNDATION ss jcpleca tn. Abe meenet anh eis ike oe AREAS EMERSE, THEY WILL REQUIRE ATTENTION PENETRATIONS THEN CONFIRM WITH OWNNER/ARCHITECT OWNER HAS HAD DRAINFIELD LOCATED @ CAN SHOW CONFORMANCE TO REQUIRED REGULATIONS ¢ SETBACKS INFORMATION REQUIRED TO BUILD THE STRUCTURE AS SHOWN. HOWEVER, IT IS NOT POSSIBLE TO ANTICIPATE EVERY PIECE OF INFORMATION NEEDED FOR CONSTRUCTION. @ RESOLUTION. THE BEST RESOLUTION OF THESE ISSUES IS MOST OFTEN ACHIEVED THROUGH A JOINT DECISION MAKING PROCESS INVOLVING THE OWNER(S)/ ARCHITECT 4 CONTRACTOR(S). ee Per Sead.) Peerers ee eee ee eee FUE COPY | DATE: 20SEPT 10 REV. #} DATE: }| DESCRIPTION: 0] A NEW GARDEN SHED FOR LAUREL SOLANA O PO BOX II42, PORT TOWNSEND, WA 48368 (360) 385-2296 © ERIC KUZMA 2010 PROJECT DATA: EXISTING HOUSE AREA: REVIEWED FOR CODE NEW GARDEN SHED MAIN FLOOR (HEATED): 2334 s¥. COMPLIANCE | UPPER FLOOR (HEATED): 294s. seit Neti SITE APRESS: TOTAL HEATED FLOOR AREA: 2668 s/f. Se 30I4 EDDY STREET PERMIT # @ Dio-1As PORT TOWNSEND, WA 48368 EXISTING ATTACHED GARAGE: ey i ¢\ MAIN FLOOR (UNHEATED): 680 sf. TAX PARCEL#'S: 454710210! ¢ |O2 NOTICE: Plans are approved excepting TOTAL PATIO & DECK AREA: 168 s/f. re & any errors or omissions. All work must et t PT . D E S I G N & PO R T TO W N S E N D , WA 98 3 6 8 Ph o n e : (3 6 0 ) 37 9 - 3 9 4 0 E- m a i l : ek u z m a @ l o c a l n e t . c o m 32 6 5 ED D Y ST R E E T SH TI M B E R F R A M E LEGAL DESCRIPTION: DRIVEWAY @€ WALKWAY: 3252 sf. pass inspection in conformance with SECTION: 4, QTR. SECTION: NE 1/4, all applicable codes and regulations. TOWNSHIP: 30 N, RANGE IN., LOT SIZE: 40000 ¥. HILLS ADDITION : PROPOSED BUILDING FOOTPRINT): : ZONING: R-! 3210 sf. or 12.2% (< 35% ALLOWABLE) L THIS PROJECT SHALL COMPLY : A W/ THE FOLLOWING CODES: u fs 2004 IR.C., 2006 WSEC, 2006 VIAQ : 7 7 O 6 cagetas can SORE VO lest es less: ic ees sande cee ar Ne eS a ee a ie ge | is Ses ; a O i SITE PLAN a : —Saae SCALE: |" = 30'-0" iS | ; a 29 © TREE, TYP. aS : : Negdeeaete |) re | | Sy Lu ; ee Le ar ae ee "200100 z ea A 4 1 | | WE] = UO E PROPOSED ° eo WM tu Eb ieee FENCE | Pea by ita) am. (l uf (20'-0" 5! ~ ADIG-1¥S = aa my ee Oe ee Da re a lca, pe] re OF PORT TOWNSEND © a | | + = t ‘ | | DSD (a4 ze <> —r EXISTING | i 2. A | | GRAVEL | as : | | DRIVEWAY | | | = ceca. | | : prorose> | | INDEX TO DRAWINGS PLAN | | GARDEN SHED = [— | | eeu SRD STREET | | EXISTING Ze | eels] of | is SARAGE 2 ui | ! | | PROJECT DATA, SITE & VICINITY PLANS t be i wi = sa EE ‘ Pi se u) i to rr ta : CO fF Bh IF In aS | | r FLOOR aw 2 2 we i on NTS) ly E-.- OR ly | 3 FOUNDATION ¢ ROOF FRAMING PLANS ei | <E SIN c > SS Ss = iS Z = S| ly | L a a | 4 DETAILED CROSS SECTION S a4 = i iN oft | li 19 | 5 ELEVATIONS YY a Y eE a EXISTING = | | | SHE FF Oop | | RESIDENCE | | | Ee 3019 |EDDY STREET a5 ae g f | | | | | | | 31ST STREET 4s OQ6E | | | | EEA (aud LU a : | | | | | HASTINGS AVENUE O > 2 | | | | brie] CAPE GEORGE PORT TOWNSEND 7 Oar | | | | ee a : | | | | re. : wal - Cereals _(IQ'-0" SIDE SETBACK) — she Ss aay NOTE TO CONTRACTORS € BUILDING OFFICIALS: LW : N. 84d 3I' 48" E. 12 7 d- boars: ae Se ae Pe ae a ee, ee a "300.00" ee SS ee a ee eee ab ara _d | | I. THESE PLANS ARE INTENDED TO CONTAIN ALL THE ARCHITECT HAS MADE A GOOD FAITH + < = ie | THE INFORMATION REQUIRED TO DEMONSTRATE EFFORT TO STRIKE A REASONABLE BALANCE q 0 : bard COMPLIANCE WITH APPLICABLE BUILDING # ZONING BETWEEN PROVISION OF INFORMATION ¢ COST | < eae, CODES. IN THE CASE OF ANY INFORMATION WHICH OF THE PLANS. THE PLANS WILL INEVITABLY - pa 30th STREET ode ot fy | sy APPEARS TO BE LACKING, PLEASE CONTACT THE CONTAIN MINOR DISCREPANCIES ¢ AREAS i en ve = ile naar 7 ARCHITECT IMMEDIATELY. LACKING IN SPECIFIC INFORMATION. DURINS : NOTES: a THE COURSE OF CONSTRUCTION, AS THESE a CONTRACTOR TO DETERMINE ANY UTILITY ROUTES & FOUNDATION ) | i cc Gy anal. saa vores oe AREAS EE THEY. WILL. RECUR AION i PENETRATIONS THEN CONFIRM WITH OWNNER/ARCHITECT , | | INFORMATION REQUIRED TO BUILD THE STRUCTURE & RESOLUTION. THE BEST RESOLUTION OF THESE S AS SHOWN. HOWEVER, IT IS NOT POSSIBLE To ISSUES |S MOST OFTEN ACHIEVED THROUGH A L OWNER HAS HAD DRAINFIELD LOCATED & CAN SHOW ' CONFORMANCE TO REQUIRED REGULATIONS ¢ SETBACKS a ANTICIPATE EVERY PIECE OF INFORMATION Seer Cee NS Oe : NEEDED FOR CONSTRUCTION. THE OWNER(S)/ ARCHITECT # CONTRACTOR(S). “t Mes ; B] DATE: 6OCT 10 | REGISTERED i ies apeailiants I SCALE: [/4"=I'-0" § > : | DESCRIPTION: : = J. KUZMA © ERIC KUZMA 2010 = \TE OF WASHINGTON # = LO 2: a ao] == ot ~ 3 = == Zz wa ii == 25 LL WZe =: QH|uisssie Papasees 7 O) Br '% f | 882i ‘fe’ = Va |e 1-0" > 6-0" WINDOWS: : 5a t lo'-24 a) HINDOHS TO BE MILGARD VINYL, OR = Jo EQUIV. COLOR TO BE DARK BROWN. : | PY = WINDOW HARDWARE TO BE STANDARD. : a __ WINDOW & DOOR HEAD HEIGHT IS 6'-8" = beer or esrasatagr eesccpnes eaolece goes cctacasss eae -ejpiW 35 , = OVERHANG, TYP] ns GENERAL NOTES. : : BE Bie z : ah ALL STD. STRUCTURAL FASTENING PER SCHEDULE R6023(l) i zl (ELL *NTERNATE BRACED WALL PANEL" PER IRC R602106 : vr : EACH PANEL SHALL HAVE A TIE DOWN DEVICE AT < : EXTERIOR EITHER END CAPABLE OF WITHSTANDING 18008 UPLIFT : ST6. CAB, —! | ELECTRICAL NOTES: O. PROVIDE ALL ELECTRICAL ITEMS SHOWN ON PLAN aw d AS WELL AS ANY ADDITIONAL ITEMS REGUIRED a FOR COMPLIANCE WITH ALL APPLICABLE CODES. O LOCATION OF ALL OUTLETS, SMITCHES & O FIXTURES TO HAVE FIELD VERIFICATION. bi 1 GF| PROTECT ELECTRICAL CIRCUIT @ PANEL LL : ELECTRICAL SYMBOL KEY 8 ee ! imnpfoti 7 “ OOPLEXOMET DIM \ £ "> f ~ Led 7 : namasl | HS SHTCHED DIPLEXOET 2 - SS “os : H@= — WATERPROOF DUPLEX ELECTRICAL OUTLET * z i + + daele ee z. 4Xb POST IN| ik h KK HP LIGHT ITCH ~ Qo - tre 7. ") ier tou 4 peck ] WAL IP. j i RX WALL MOUNTED LIGHT FIXTRE = A EEN y : id ’) i va Pt Ther etean NI Ks c ! CEILI LIGHT FIXTURE —~ Was Hot VU! : ! ee | CEILING MoWTED Ss (i 4 : i G) BENCH es Fe . fs O — a ——4 B) W TOP : Le = 5/0x3I0 —@ 42" EXTERIOR i > PROPOSED FENCE i H SLIDER ST6. CAB. ; N 2 foe) | I \ = ec , zo | : 2 >" 2 < = flee | et A] ee a PS oh A ee waa U2. Braced pl Weerae . i 8 3 . 1 Na fi <n) |4-33" 6'-6}" 5.9" z. - : < I ! i = | ¢ e A CEUAMSAS : iT lay | bxb CEDAR EDGE OF——-| : Lu Zz | Py—Post, TP. & SLAB, TYP. = rad | | | it p- WW ! eZ WY) ae | ! i2 ee aan (Me ne eNO Ree ee COD Oe I ap Cs ME) (OG eR ee Oe | < Q no QO | CY Lu | 1 5 9° 7 5" O ‘on sy, | ¢ 22'-0' ¢ am oO O Cy oy Lu 2 a —Y Fh Lu a YY O < ZN QEEELEED 3 q > | OCT - 8 20 FLOOR PLAN SCALE: W/4* = |'-0" CITY OF PORT TOWNSEND DSD MM M M EC O ET E ME O |__| 10/600 [ALTERNATE BRACED HALL PANELS | ‘a DATE: 6 OCT 10 SCALE: 1/4"=1'-0" DESCRIPTION: © ERIC KUZMA 2010 u 8 ey) a: ese | Zz Ww a OO) EgSe ml tiseee a & Lu z A583 A ob By ‘|= 8858 OVERHANG | -— oOaau lo'-0" 6'-0" |'-6" : l6'-0" T+" Q: | | Li | ia + wl ———- 7 ---- 1---- nnn dann nen nnn nnn nnn eo - - - - r-—----—— a ™ Te | ae | cnenanen | Henenenens | Danaea | NSNRNSNSE | SERENE | GENSNSNSN | ONSEN -ff[-====-f[-= ==] BUILT-IN GUTTER iy A 7 in | IMPGON HI HURRICANE TIE, T'P @ EACH + | __-—RAVTER CONNEGIED TO WALL TOP PLATE -Oyb DF#2 BEAM a se L ——_] : kK Se hp sgn ng cle aca ae | — bxE\DF#2 DOOR| HEADER CANTILEVERED r | FOOTING, TYP.— 1-640 SUPPORT BARGE RAFTER, | TYPICAL INTERIOR SLAB: | | TO 4x AT INTERIOR | 4" CONG. SLAB ON GRADE (SMOOTH | | | FINISH) WV 12" THICKENED EDGE | | 2x6|DF#2 OR CEDAR RAFTERS rs I | & 6X6XIONO HMM. OR #3 REBAR | . 0 24" 06, TYP|DF (4) I GRID @ 2-0" 0.0. OVER 6 MLL BLACK | | Pll <{ | POLYETHYLENE VAPOR BARRIER | < o | OVER 4* COMPACTED GRAVEL BASE. | iS > O. = a SEE SECTION FOR ADDTL. DETAIL | = 9 Pl }—__| fl | i: QO. | | | | ( | ) : | | pep se ee | : Q | Z » I | | | > 3 z. 2IOKAIO SKYLIGHTS, (W/ WEL Y TYP. FOOTING REINFORCING ANCHOR BOLTS, YP, PERF. @ TOP, PLM @ BOTIDM) . | (2) #4 CONTINIOUS BARS @ V2"XI0" ANCHOR BOLT | | - H— 6xI2 D|SELECT STRUCTURAL ¢ hh 1, 3" FROM BOTTOM OF FOOTING WTMN.EMBEDMENT «| or] | > | J ||__ CANTILEVERED RIDHE BEAM A . < avd = J A uJ Nw l @: ¥ 2 C) | W/ 2x2x3/lo" PLATE | | Q q q LL 4x6 POST ABOVE, W/ aA | | WASHER TYP. @ 480. | > | L ' sMEON (W28X\SLDIa)) § 4x6 DR POST BEL SIMPSON 7 SIMPSON HT44 POST | $@12"FROMEA END | | ER TYP. s #0525 CAP, TYHf. OF (2) LL BASE, TYP. OF INT. (2) l (MIN. 2 PER SILL) | | — O | | DOWEL INTO FACE OF O | INT SLAB TO SUPPORT | O LIL j_§_-______-~-~~..------- ~ EDGE OF EXT. SLAB GON ARAICANE TE HP EAC LL "a _-— RAFTER CONNEGIED TO WALL TOP PLATE | | TYPICAL EXTERIOR SLAB, ‘ f 2x8} CEDAR RABTERS @ 24106, TYP | 4* CONC, SLAB ON GRADE (BROOM | nN (4/a|PITCH) l FINISH) W/ 12" THICKENED EDGE l Rie Peg ieee RES Beene fo] . 1 | § 6X6XIONO WM. OR #3 REBAR l 5 ames |ckzae acta cas | aaa ee ‘oocenn === 4{-—BULT-IN GUTTER, 2 | GRID @ 2'-0' 0.0. SLOPE |/4" l SEE SECTION FOR | PER IO" ANAY FROM WALL | Pag || ADOTL. DETAIL | SEE SECTION FOR ADDTL. DETAIL | PY |___. 6x6 POST BELOW, W/ SIMPSON 1212HT CME Unde fe Pr Eas ele oe ee ge: me | L—— |] PUT LET-IN WERTICALLY To ined sions ae > J a BEAH 2° (AT TOR), TYP. OF {) co 3 r © Td mI ia . % rs 73 © 6x6 POST ABOVE, W/ SIMPSON rs | | — 6x6)]CEDAR PRELLIS BEAM . {2 9p) CBQbG6 POST BASE, TYP. OF (5) y cO “ i ON ne U U U U <{ | | = | 5" 12" 15 I-6" | 15" 1-2" TS" I-6" aT lay ¢ 22-0" ¢ ¢ ¢ Lu Zz Lu IH &Y (a4 Cp) = NOTES: NOTES 22) aS COMPENSATE FOR SLOPE OF GRADE BY ALL WOOD IN CONTACT W/ CONCRETE MIST BE PRESSURE REFER TO SECTION FOR FURTHER DETAIL. < = O STEPPING BOTTOM OF FOOTING DOW! TO TREATED OR NATURALLY DECAY RESISTANT OR ISOLATED FROM MAINTAIN [2* MN. DEPTH BELOW GRADE. | CONC. W/ IMPERMEABLE MATERIAL. ALL METAL CONNECTORS ALS TR EASIBE FER SARALE RRA! laa Lu FE IN CONTACT WITH PRESEURE TREATED WOOD 10 BE GALVANIZED O = 0. INT. SLAB TO BE 6" MIN. ABOVE GRADE — | 19 MINIMJM STANDARDS OF 6185 (SIMPSON 'Z-MAX!) OR HOT-DIP hd a TRENGTH TO BE \ GALVANIZED (SIMPSON 'HD6). ALL NAILS, SCREWS, BOLTS AND ee ee sd | OTHER CONNECTORS IN CONTACT WITH PRESGURE TREATED (an) = O WOOD SHALL BE OF THE SAME MATERIAL AS THE BRACKET Lu FOOTING TO REST ON UNDISTURBED SOIL. TO AVOID GALVANIC REACTION. Tr Cp) = "ALTERNATE BRACED WALL PANEL" PER IRC R6020.6, EACH PANEL SHALL HAVE rs A TIE DOWN DEVICE AT EITHER END Lu CAPABLE OF WITHSTANDING |600% UPLIFT (an) ~ O <x a | ] =) b iced YW be if q > <q > nl OCT - 8 20 | FOUNDATION PLAN ROOF FRAMING PLAN ae SCALE: 1/4" = I'-0" SCALE: 1/4" = |'-0" : (2) 2/0x4/0 SKYLIGHTS (W/ WELL FRAMED PERP. @ TOP, PLUMB @ BOTTOM) Ny TYPICAL ROOF SYSTEM: COMPOSITE ROOFING (TO MATCH EXISTING) 30% ASTM BUILDING PAPER 5/8" GROOVED (W/ 4" SPACING) BRECKENRIDGE’, OR EGIV. SHEATHING; 2x® RAFTERS @ 24" 0.0. (MATERIAL 4 CONNECTORS AS SPEC.'D ON FRAMING PLAN) 6x|2 DF SELECT STRUCTURAL CANTILEVERED RIDGE BEAM 2x FRIEZE BLOCK (2) 2x6 TOP PLATE er DATE: Ix CEDAR TRELLIS STRIPS, TYP. (2) 1/4" GRK RSS SCREWS W 3" MIN. EMBEDDMENT, TYP. AS 7-4" | SUBSTITUTE HURRICANE TIE oH AT EXPOSED LOCATIONS. G Way DESCRIPTION: © ERIC KUZMA 2010 DATE: 17 SEPT 10 SCALE: AS SHOWN DETAILED SECTION SCALE: U2" = 1-0" Fa TYPICAL WALL CONSTRUCTION SIDING: 5/8" GROOVED (W/ 4" SPACING) es aT BRECKENRIDGE’, OR EGIV. SHEATHING, NOTE: C ey 6x6 CEDAR POST W/ SIMPSON I2I2HT EXT. TRIM: IX3 STK CEDAR, TYP. ALL STD. STRUCTURAL FASTENING § POST LET-IN Heche iy COLOR OF SIDING ¢ TRIM TO MATCH PER SCHEDULE R6023i!) Gxb CEDAR BEAM 2° (AT TOP) ¢ 6x DOOR HEADER CANTREVERED - SIMPSON CBQ66 (AT POST BASE) OUT TO SUPPORT BARGE RAFTER, 2x4 STUDS @ 6" o-. V2"X10" ANCHOR BOLT W/ 1" MIN. W IX CEDAR TRIM TO COVER REDUCED TO 4xB AT INTERIOR EMBEDMENT W/ 2x2x3/\6" PLATE WASHER TYP. @ 48" OC. ¢ @ 12" DOWEL INTO FACE OF INT, SLAB COMPENSATE FOR SLOPE OF GRADE ; FROM E : TO SUPPORT EDGE OF EXT. SLAB prrienrpens ain Gerad vines TYPICAL INTERIOR SLAB SYSTEM A. END (MIN. 2 PER SILL) TO MAINTAIN 12" MIN. DEPTH 4" CONG. SLAB (SMOOTH FINISH) 2x4 SOLE PLATE OVER TYPICAL EXTERIOR SLAB SYSTEM: BELOW GRADE WHILE KEEPING W 6X6XI0 WAM. OR #3 REBAR 2X4 PLT. ALL PLATE bf aia SLAB ON GRADE (BROOM - FINISH) W/ I2" THICKENED EDGE ¢ T.0. AT 6" MIN. ABOVE GRADE. i GRID @ 2-0" OC, OVER TYP. FOOTING REINFORCING 6X6XIONO WAM. OR #3 REBAR fed ceiiniiieaiaie ma ! 6 MIL BLACK POLYETHYLENE side BARRIER (2) 84 CONTIN 3 BARS a NS GRD 0 7-0 OL, SFE UE FER | speeveeyaaaehesetiie OVER 4" TED GRAVEL BASE. " FROM BOTTOM O* FOOT! I-0" FIRST 1O'-0" ANAY FROM FOUNDATION) COMPAC -0" AWAY FROM WALL FREE DRAINING GRANULAR BACKFILL q'/9.' af Ss aaa ee NE key ee pe RRS A ant Su Ae RN SG Oe aN Se gee, eee ees ep ee, a. —| . . SS J sr rec ong . Bi AX MMB SS RQ SNAN MMOD NY OMS ON NY OO RAY i cs UNDISTURBED SUBSOIL | i |'-0" \6'-0" 6-0" WA LV 22'-0" 7 m i Ze PAINTED CUSTOM GUTTER ———¢—— ee ee | 2 (CUSTOM BILT-CARL'S) ee | \ | TAPERED RAFTER TAILS / . rae 3 / Downseeu Regoinep ™~ ee —_— a 4 — CUSTOM CUTTER DETAIL SCALE: I" = I'-0" wf Hoo O| & 954 i] a ao 84 O} = 25 — ee 9 oow oI. TD Zz O Ke \S) Lu VY) (‘a Lu — <L KR Lu (a cO <O (29) cO 1@ > < = ho eee Lu omen Y" ee S226 ge oO oO — oO ANMA Lu a Y) val Lu a) ~ < ©) < oo Wo o " J E U j P D O | ~ e w z n y { 9 pe w - F O' 7 6 C - 6 2 € (0 9 ) *4 0 U d 89 8 6 VM ‘G N A S N M O L LY O d LI A S AG A S9 z e AW V d s d s a W i | 17 SEPT 10 NT N U AL E U T U U L E E CA U C H Y TT TT T TC E A TT T TT T TT T LO U L C U LA M LA C L L U L L CU E LE C U M LC C C TT H 89 8 6 VM ‘G N A S N M O L La O d : LA F A L S AG A 61 0 € : SN O I L V A A 14 : & NS I S AC L S MA T E O GU S ET E UE S AU RU A TU T T I LL C LC R CL C UL SL L 4 DATE: qd I& d cr e a cd r LG N GA U CE A TT TT TT ra Ta d N V ' T -d O d GA H S NA C U V S V DESCRIPTION: © ERIC KUZMA 2010 REV. # | DATE. HT SOUTH ELEVATION SCALE: 1/4" = |'-0° SKYLIGHT (2) 2/0 x 4/0 Ix4 CEDAR FASCIA (IN FRONT OF 2x8 CEDAR BARGE RFT) BEAM § TRELLIS —— CEDAR POSTS, "0" EAST ELEVATION SCALE: 1/4" = | NORTH ELEVATION SCALE: 1/4* = |'-0° WEST ELEVATION Lo SCALE: 1/4" = |