Loading...
HomeMy WebLinkAbout09183 City of Port Townsend Development Services Department c � Notice PERMIT NUMBER 2 OWNER 1 JOB LOCATION Q—)4 LJO— Inspection of this structure has found the following v"Walics: u L 04 77n< Q vfL r' 0 rz ( G S ( / l c / tL You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted othe e. When corrections have been made, cal for inspection. Date Zdl Inspector DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE City of Port Townsend Development Services Department Correction Notice PERMIT NUMBER ,�h (05—//6 3 OWNER // T JOB LOCATION ( O(D Inspection of this structure has found the following violations: F2904/ / %=CIi AVr CP 0 U2 0 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, all for inspection. ,/_' DateL3 ` 0 Inspector ( `T. t'�c7E'� DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE City of Port Townsend Development Services Department 10.EEIo)q Correction Notice PERMIT NUMBER d� z2 OWNER JOB LOCATION l O 30 (LIA LN 0 �DZE Inspection of this structure Vbhas found the followin ' ion M� Aj, S 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. r , Date Z Inspector DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE City of Port Townsend Development Services Department r-i= "Not ice PERMIT NUMBER K L — OWNER I , y� JOB LOCATION //6�D �.(/�} 0/ry-- Inspection of this structure has found the following wicfatiefm- b�e S Ld 6i,v� t (1) 0 ll-6 OF ` LL - vt�P- IN Sr-k-7/—O LacycA2�. eoJV@*:� c- 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. Date V 916 7 Inspector h6e—lte! DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE City of Port Townsend Development Services Department ✓ Notice PERMIT NUMBER L./\ ! � 9-3 OWNER (6,3O &A Lx c-r- --ZTF ( JOB LOCATION C.L�U c r yr 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. J Date 11 D C Inspector m ` o DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE ��pORTtp�y CONSTRUCTION PROGRESS RECORD a= CITY OF PORT TOWNSEND 0 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. PARCEL NO. 985209801 PERMIT NO. BLD09-183 ISSUED DATE 10/21/2009 EXPIRATION DATE 04/19/2010 ADDRESS 1630 WALNUT ST CONSTRUCTION TYPE V-B OCCUPANT LOAD OWNER ANDERSEN HAROLD T PROJECT DESCRIPTION REMODEL/ADDITION CONTRACTOR OWNER BUILDER LENDER INSPECTION INSP )ATE COMMENT INSPECTION INSP )ATE COMMENT TESC MISCELLANEOUS SETBACKS SURVEY PIN .rVS /'i FINAL BUILDING FOOTING S l' �:u i� LAiS f Lc) 4t-1 / ' l e 9 vai'll 2 iCCt� REINFORCE CONNECT ` (�Jl�jJ Eve �( (� d,/ �U I_9704 FOUNDATION WALL I�I/Ocl �U S� ���`� /V p T- &14 02A6 FOUNDATION DRAIN % gbk��2 �q�( ��;� 5/3/ec/G FLOOR FRAMING FRAMING PLUMBING > *3gaglo MECHANICAL PLUMBING WTR PIPIN SHEAR WALL INSULATION C�/ GWB ROOF NAILING TO REQUEST AN INSPECTION CALL(360)385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. r Fquadra@olypen.com DRA ENGINEERING, INC., PS W. CEDAR STREET Box 2356 UIM, WA 98382 Q 0 o 683-7019, FAX (360) 683-7087 ENGINEERING INC. Fred Slota January 6, 2010 Building Official City of Port Townsend 250 Madison Street Port Townsend, WA 98368 Dear Mr Slota: As you know, our remodel at 1630 Walnut Street is underway. We have encountered, and solved, a small problem which you should be aware of. Upon removing the master bedroom ceiling, we discovered that the existing trusses were not as expected. Where the new girder truss is shown (a roof framing plan is enclosed) is an existing truss that we do not want to remove. However, the truss manufacturer wants it taken out to allow placement of his new girder truss. We feel this is not necessary and therefore, have I done a design to connect the existing and new girder trusses together. Calculations are enclosed. As you will note, I recommend nailing the top and bottom chords, and all web members if they align, with 12d nails spaced at 3 inches on-center. This provides a factor of safety of 1.5 for shear transfer. I also recommend using Simpson HU24TF hangers to connect the existing perpendicular trusses to the existing girder truss. (The existing connection is extremely inadequate.) The allowed hanger load is 2100 pounds, the calculated load is 966 pounds. I trust that you will find this solution acceptable. However, if there is a problem, or if you have questions, please let me know. Respectfully; Harold T Andersen, PE O I . A'�O p 23347 4 �Q7 FGIS - \ v S/avAL EXPIRES JAN 15, 2ot fill 'Cl O ; h _�/ /' �p a . r (� y—� ,cam � � 0 to Q D ry J S S. tj C-0 TV, OIF rz Cr— IEU,) -UA kv A-+4 iT-- -Irtk�r��y j tj EAJObs1WW[O7 HTAhaulShousenJeln\VftwOnWulaui_8.Jw9,10/5 W9 I1:15:43 AM le IUD I I A I I I N \ — NEW TRO55E5 0 24'OG — — rn DO EO I I � I I N n, CID fLR A co W / m - -- — � � d B'-b'i TO MATCH EXIST TOP PLATE x 1 6 EX15T.TRUSSE5 0 24'OG 6 -n k P' C, -- 1 - Ii; 38 - 6X8 BEAM (YrJ :yi:Il — t0 N O 2 N ~ I — rn s 3 e • -- n G - RIDGE El i! I Iilj . N I ! ! IIII rn d m x _ 4 M -4V\ "I + QQ G P IT sca e m ilii e e: b m c . < G - Z r � ' II1 , i �- Im - III ; _ Ili � l -\\�u 0 jl ! li CK iz w\I ■ � �= I I \\ �� ICI ! -- ��^ jl jlil _•1 < it 0 = I d � Illl _ oD co r C C - _I_ij - �.II_� I Z o m0=u < a _ _ I" 31m0Ur wo0 Cn I III / 4 1 STTA b 4 N3��s4 ADDITION AND IMPROVEMENTS TO EXISTING RESIDENCE Prepared for: ^ _ '•a' r''� q m N HAROLD ANDERSEN i JANE ALBEE 17--11 Q=-M D ro Z O P.O.DOX 236e O 0 00 1830 WALNUT ST,PORT TOWNSEND,WA 08308 SEOUIM,WA ee3e2 ENGINEERING,INC.-_ o " ROOF FRAMING (3eD)ee3-7057 P.O.BOX 2356 TEL:(360)683-7019 240 W.CEDAR STREET DESIGNED:CAG IIRAWN:CAG CHECNEO:HTA FAX:(360)683-7087 REVISIONS: SEOUI%I,YIA 98382 quadra@olypen,com en,com o I QUADRA ENGINEERING, INC., PS 240 W. CEDAR STREET P.O. Box 2356 SEQUIM, WA 98382 MEN p(360) 683-7019, FAX (360) 683-7087quadra@olypen.comRING INC. Fred Slota January 6, 2010 Building Official City of Port Townsend 250 Madison Street Port Townsend, WA 98368 Dear Mr Slota: As you know, our remodel at 1630 Walnut Street is underway. We have encountered, and solved, a small problem which you should be aware of. Upon removing the master bedroom ceiling, we discovered that the existing trusses were not as expected. Where the new girder truss is shown (a roof framing plan is enclosed) is an existing truss that we do not want to remove. However, the truss manufacturer wants it taken out to allow placement of his new girder truss. We feel this is not necessary and therefore, have I done a design to connect the existing and new girder trusses together. Calculations are enclosed. As you will note, I recommend nailing the top and bottom chords, and all web members if they align, with 12d nails spaced at 3 inches on-center. This provides a factor of safety of 1.5 for shear transfer. I also recommend using Simpson HU24TF hangers to connect the existing perpendicular trusses to the existing girder truss. (The existing connection is extremely inadequate.) The allowed hanger load is 2100 pounds, the calculated load is 966 pounds. I trust that you will find this solution acceptable. However, if there is a problem, or if you have questions, please let me know. Respectfully; Harold T Andersen, PE O I . A'�O Q �'SigVAL ENG EXPIRES JAN 15, 28 'Z4Ul r 3 I I Q c ` a i i � I i 1 C(O . 61 51 c7L -LL) 112 T F= Lu +\ -riL� SS ji A\ 0 J tj K JP-B NEW 4XIO HEADER NEW HEADER 4 X 0 A R106E ROBE EX15T OVER FRAMING U,-Z,4--7—r-- NORTH ELEVATION I r Jill 417— Fol I F�1,, NEW 2-2.b HEAD 6 K-o ft,95 +ER U bXb BEAM 10-B bXb BEAM NEW 6 X 10 HEADER C41 L—NEW GIRDER TRUSS bXb P05T MATCH 2Xb RIDGE NEW TRUSSES 0 24'OC E45T OVERRANC, 2X6 @ 24"OL.W/ 3/4'PLY 5OFFET SOUTH ELEVATION 5 TO PROPOSED ROOF FRAMING PLAN FARAT6H EXIST OVERHANG4 SCALE: 1�0' C41 - TRL65B a 24'OL u ppo Fl� RAS 0 0 S—. 6 �i . 12 ROOFING TO MATCH EXISTINC, 4 OVER 055 FASCIA I RA Nelf-TER TO MATCH FXISTINC, WEST ELEVATION R-36 INSULATION 4 X)e4ADER •5WB TO SIMP50N HI EACH TRIES END 2-2 X 6 HEADER a. x LLI z 2 x b STUDS 0 IVOL. IV 055 UNDER 5101%TO MATCH p ILL Lu EXIST 2 0 > 0 In,ox 10"ANCHOR > z BOLTS @ 52'OL. F71 D,, \ lz-� &,B a,,ER mb,6BEI R-21 W-IJI-ATION z 2 x 6 FRE`SJRE TREATED PLATE 2:RIO R1610 FOAM 1115.)LATION OVER NEW 4'COW,.BLAB 4 SAND OVER ———————— w 6 x(I-10/10 41F NEW(,ONG.SIDEWALK 16 MIL VAPOR BARRIER 6 x b-IonOa+F EAST ELEVATION Underground (STATS. F FIT JOB No:0PERMIT w. UtItiea SIDEWALK wbx Location 6-IOAO 4' Servlcea 7 23 7 cac Tc� DATE 10/05/0 -SECTION 13-113 SCALE: '.=1'-0' 1-800-424-5555 SCALE: NOTED 2 THREE WORKING DA�BEFORE DIGGING SHEET,02 of 03 u�cC. Q L'009 8: 3 M � / D 1 QUAIDRA ENGINEERING, INC,, PS 240 W. CEDAR STREET Po. 06ox 23vo SEQUIM, WA 98382 Q o (360) 683-7019, FAX (36a) 683-7087 quadra@aolypen.com ENGINEERING INC12 9 1p( 4D u L) Lo r— 8P) " OJT c dot-K scflr-:)�0LF- /AI SPbclio,v /0r=7kT ^'E ALL LAV �3toa MAvr2a�l� ►�i) 3 ON 7A)Jk �),,)(). ,� il -71-4OLnt/ B-768 7r- RECORD OF 'I'S I U FOR HAROLD ANDERSEW BEING A PORTION OF THE NORTHWEST QUARTER OF i OF SECTION 2, TOWNSHIP 30 NORTH, RANGE 1 80.0• i Joo• rl S77? 30.0. 50.0o U N E a I corZ�- W 5�--�- Aj iq C � oX C � / �• KI�V J I } V b � W a 2 8 3I $ 1 I 1 I I .CFIE 5 J 41003fib SURVEYOR'S CERTIFICATE Ly AUDITOR'S CERTII i N15 MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME �N. t OR UNDER MY DIRECTION IN CONFORMANCE WITH THE m °z y F1I ED�FQR RECORD TH15U D Y OF_ 10.55 ryM.RECORD IN VOLUME�PAC REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE AT THE REOUEST OF LYMANGROVER do AS REQUEST OF HAROCD ANDERSEN IN APP.1L. 1997. ri SURVEYING. - /S..�L_K _�� r�9r97 ��"�t[wNo� ��jQ1lL/n LII/�YI7I�9 Fd l�1 011 BRAD R. L ANCROVER P.L.S.2807f DATE '?X17/9Y CO AUDITOR Fred Slota From: Harold T. Andersen, PE (quadra@olypen.com] Sent: Wednesday, November 11, 2009 12:36 PM To: Fred Slota Cc: webbs@olypen.com Subject: 1630 Walnut Street Attachments: East Property Line.pdf FRED: I understand that there is an concrete form inspection tomorrow, Thursday Nov 12. Our permit requires that property lines be located to show that we meet required setbacks. The only critical location is along the east property line. So, this morning I found the NE corner survey monument, set a nail in the fence gate where the property line crosses, and ran a string line between these two locations. The measured distance from new building wall and this line is 10.1 feet. The string line is still there. The attached drawing is a copy of our Record of Survey with this information shown. I did not locate the front (west) property line. If your inspector wants to measure the setback, the old wooden fence is on this west line. I cannot attend the inspection but AJ Webb, the concrete contractor will be there. Let me know if anything more is needed. Regards Harold Andersen Quadra Engineering i Fquadra@olypen.com DRA ENGINEERING, INC., PS W. CEDAR STREET Box 2356 UIM, WA 98382 gE D 683-7019, FAX (360) 683-7087 NGINEEHINGffiINC. November 9, 2009 Fred Slota Building Official City of Port Townsend 250 Madison Street Port Townsend, WA 98368 RE: Addition and Improvements to Existing Residence 1630 Walnut Street, Port Townsend, WA 98368 Dear Mr. Slota: Please review and approve the proposed changes to the Floor Framing and Foundation Plan (enclosed) for the residence at 1630 Walnut Street. The previous foundation detail has been replaced with the revised foundation detail. If you have any questions regarding this change please contact me. Thank you for your assistance. Respectfully; C'Vus Q. )VM'sL'LZ Carrie A. Graul IJ NOV 3 _, J CITY Of PORT?O'VvINISEND ED . I I I I I I I II I EX15T GONG. EX15T. I PLACE 4•GONG.SLAB WITH RLHfER5 51DEKALK b X 6-k 44-ABOVE 2' I�L� RI61D FOAM INSULATION ABOVE EXIST.GONG.SLAB X15T 4Xb MAKE FLUSH WITH POST B b'I I �PLACE 4'GONG. I _ A ADJACENT FLOOR O.G. SLAB WITH 6 X b- � WWF ABOVE m ABOVE EX15T. F CONC.SIDEWALK ONE RISER LOWER g 3 ti THAN AD-1ALENTOR $ FLOOR EXIST 4--15TS B 4'OL. IIIIIIIIIIIIIIIIIII m E ���III IIII m 3'-0' L I L IIIII IIgI o TF + J — — I L5. EX15T L5. NEW LANDING FLUSH UI EXIST 15 W/INTERIOR SLAB �' NEW SIDEWALK OVER I RISER EXIST LA1�IN6 L — — RIM JOIST III III " ❑ ❑ 6— EX15T SIDEWALK — — II IIII NEW 4'COW- NEW LOUT:STEP FLUSH — — II II IIIIIIIAI NEW 4"CONG 11111 B RISER DRIVEWAY FLUSH W/ I RISER Q II III IIII SIDEWALK FLUSH W/ LAWNS NEW 2 x b'B Ib'OG m TOOL ROOM SLAB 9'-0' IIIIIIIIII(IIII �' v IIIIIIIIII 3 FOUNDATION VENTS 514-DN ;D III m 3 PER CODE LU526(TYP) - IIIIIIIIII a N 10.0 NEW GANTLNERED 2'x b'B lb'a ® PROPOSED FOUNDATION & FLOOR FRAMING PLAN S(ALE: g'=I'-0' EXIST n T z ..00,FiN6-._MATCH . 2 4 B 24'O.G. OAR, EXI5TIN6 RESIDENCE rr— ------ `0155 w 1,$• SIMP50N L5U 24 Li 2 x 4 B 24'OL. Z FASCIA TO MATCH 5F1P5ON L5U 24 MATCH EXIST EXIST ROOFIN6 TO MATCH EXIST. ROOF RELOCATE EXI5TIN6 VENT 1. I'-b' OVER J•05B ---- ""` AS REGM11RE0 _EXISTIFI6 RESIDENCE CITY OF FU`il iU�''�idSEIVU Qee e� VENT CABLE END TPaF5E5 B 24'OL. e � _„< I `><; ee I 6' 903 ee R-30 INSULATION 3'GLR(fYP) 44 CANT.TOP c m e o 510IN6 TO TRU55E5 0 24.OL. MATCH EXIST. VENT CABLE END FIN.GRADE S xd. OVER 16•O5B R-30 INSULATION A�,'� (`,��X-.�,'�7, ,(���r�'�� .(�,-�„�,��' -,�_�(` ,(� _ (V),/YY` VYYYV\ �VYVYYYMyYVVYY`� � VVVYVS SIDING TO MATCH EXIST. / o OVER 16•058 J 6'MI I +4 VERTICAL B 24'OL. ----------g�— L ------ R-21 INSULATION (2)04 CONT. z s Z 2 x 6 STUDS B Ib'O.G. I O a, 3'GLR.TYP. GSB H ; 2 x 6 STUDS B lb'OL. {y W s a w 0 61^B O 3/4•T66 PLY SUBFLOOR 3 NEW 4•rONG n 0x to ANCHOR m Ii EXIST 1 TEW5L£FLOOR REVISED FOUNDATION DETAIL oLL SIDEWALK BOLTS B 32'O.G. I 6 X 6-toll W F 4 FOAM I SHALL BE FLUSH 5e-ALE: I"=V-0" w c .0 FLUSH W SLAB 2 x Tb PRESSURE I INSULATION w TREATED PLATE I (EARIRE A35.1015T TO PLATE > ? TWO$4 CONT. EXPANSION JOINT 0 NEW LONG SLAB 2 X b RIM VOID) cc I EXI5T 2 X b RIM J915T 3 c v NEW CONG.SLAB �- BLOCKING r.--'"-' - ; u_ s CRU5HEO ROCK i 'X EXIST.LONG.=LAB --___ NEW 2'RI61D ASSUMED I'PLY I'�.J i - p_ O 12• 2'RI610 INSLLATAION EXIST.GONG.SIDEWALK IL IN5LLATION z R30 INSULATION LCOR VERIFY } ~ � 3/4'PLY 5OFF IT FOAM t FIBER6LAS5 v LU52b a SEE DETAIL 'D I EX15T FDN WALL I _-J �/' 1/2'Ox 10'ANCHOR REMOVE 24'FOR S-0' 2 X b BLOC KING J BOLTS 0 YL 32'OL. I GRA ACCESS 8b . Underground o� vat°F,p STATUS: 8 14'-0' 2 x 6 PREPLATE ?J.�1 2'G� Utilities i4 N4. 'k+Ji TREATED PLATE --� CITY l' NEW FDN WALL �4'-0'N.TS-0'N.TS. $ervltces g JOB No:00-37 SEE DETAIL �� - rAn:tau rnEE �'Ri 2334, 's 4, �� DATE:10/05/09 SECTION A-A SECTION C-C 1-800-424-5555 '� SCALE: NOTED SCALE: '=1'-0' SCALE: '=1'-0' THREE wORMNO DAr BEFORE aoaNO SHEET:03 of 09 W BL-b 09-I gG CITY OF PORT TOWNSL,..j PERMIT ACTIVITY LOG Q PERMIT# l—��� g�j DATE RECEIVED q V/✓®✓ SCOPE OF WORK: DATE ACTION INITIALS ENTERED INTO CHET S� CHECKED FOR COMPLETENESS tz - - 05 C— C., -0 C, qW. 0 &ill 5 c -Qi o e S r f r r Zoning: Setbacks OK? 1.4 r.p u lo'I✓1 fee v1rp, 5 Yu Lot Size: = 0200 Building Size: ( [ Lot Coverage: FAR OK? URN u Height OK? -6111 Parkin OK? C�✓1 Gv✓l ri�.tJ ' Critical Area? V b O..Q 613W S YY1!`L, Demo? Historic Rev? Notice to Title? D Lots of Record? p�QORTTpkY BUILDING PERMIT ci W� City of Port Townsend Development Services Department �w 250 Madison Street,Suite 3,Port Townsend,WA 98368 (360)379-5095 Project Information Permit# BLD09-183 Permit Type Residential -Addition/Remodel Project Name REMODEL/ADDITION Site Address 1630 WALNUT ST Parcel# 985209801 Project Description REMODEL/ADDITION Names Associated with this Project License Type Name Contact Phone# Type License# Exp Date Applicant Andersen Harold T Owner Andersen Harold T Contractor Owner Builder 0- STATE exempt 12/31/2009 Fee Information Project Details Project Valuation $114,869.72 Decks—Residential(Covered) 52 SQFT PLAN REVIEW DEPOSIT 50 50.00 Dwellings-Remodel @ 80% 1,298 SQFT PLAN REVIEW REFUND 50 -50.00 Dwellings—Type V Wood Frame 104 SQFT Building Permit Fee 1,077.75 Private Garages—Wood Frame 224 SQFT Technology Fee for Building Permit 21.56 Units: Heat Type: ELECTRIC BBH Record Retention Fee for Building 10.00 Bedrooms: 2 Construction Type: V -B Permit Bathrooms: 2 Occupancy Type: R-3 Plan Review Fee 700.54 Total Fees $ 1,809.85 Conditions 10. Property corner survey pins must be located at time of footing inspection to verify setbacks. 15. Minimum rear setback in R-II- 10'. Garage door in rear located on tool room is not to be used for vehicle access. ***SEE ATTACHED CONDITIONS *** Ca11385-2294 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 of the owner. Print Name�'nt " (��� Date Issued: 10/21/2009 � Issued By: SFOSTER Signature Date k0 3 0 Date Expires: 04/19/2010 CONSTRUCTION COST ESTIMATE for REMODEL at 1630 WALNUT STREET PORT TOWNSEND, WA 98368 September 30, 2009 Demolition....................................... $12,000 Excavator/ Utilities........................... $2,000 Concrete....................................... $14,000 Framing....................................... $8,800 Lumber & Hardware...........................$3,500 Trusses....................................... $1,000 Roofing....................................... $2,000 Insulation....................................... $2,500 Gypsum Wall Board.......................... $2,000 Electrical....................................... $6,000 Plumbing....................................... $3,000 Siding........................................... $650 Windows / Doors.............................. $2,500 Wood & Tile Floor..............................$12,000 Gutters........................................... $1,500 Cabinets......................................... $10,000 Paint.............................................. $3,000 Propane FP Insert & Tank ...................$3,500 Contractor Administration.................. $5,000 Contractor P&OH.............................. $5,000 Permits............................................$?? TOTAL................. $99,950 vVt r J- S x �''" �4 sib. � •�. t�,',f �. lit f d ,I�� -_ ,� r f7� � r Q V •r,-- :� t .J r r} Ib J } t v ..• �i. III .� f f, - -r • u of L -1 '[}^`za q` },r•- .'_a t ���' •• ' �;� t: e t. � 7 'qto � rry•. 4 jif Y _ a S r; tit -VIP, ! s_�',y,`G•`•. :iTs ♦' ri SAS_. ... I. ev— + Y. z C • i� � h �' �•v ��t� _ I J .Y S.j.• - I Y II . _- h r $�t _tom. I t i�_�b�h"+� �t'(�I �t� F •,;, � - J ���'o I i f F I rF lz<21 •J- �i�.�' r-aa� P-- � x'i" ,', r ✓;;�,; #>: a r^ �,. ^S•»--.:'> - k+ ya, $,f UN. a, xa`,., "t •q,.,,,,«.:,; a+�a.�,.,. ... ':. ,.. ., h°'J''�tf' a ��• .'.» ek ;.y. 'Rs .L �, :'., ,, ♦ m �;.. x^ e+... Y`'H.,_ aw r £ ,,,"" ',:, aiy.,.. ..,a "• ::-=vR .. J -i.--&,."µµ yy.,�y� E F" AF „ a>. Y X+.t 'P' t'`=A:^ 'AI .. §` -9:,.Icq 'H.'.'"r} ffz. .« ..,,r: ' &^• ! a k ,t' = �.'sr t: " ,S",t<'{�".'e ^••. ,s•...:. ,, ,.-<,: _t' •., t .r• r�:.a. »r,A. �:. <., ,"'� ,x€,.,> , :a�A..��r»t ,,- ,,,:..�, g ,--ti..--,�. -,F '^'':,�✓Y, :;..z.. ',- }. .,<u»a�-'. 9 Fa A ,3��£'-��k.,Y.xro;': 5.� �t: ,A- a. � "�' � �;a Y r '"?' rv2'9•�,x 'l 1.: „g; J a �: e fit' ,.W, j' .JY" ?r <y.9 ,::P. ¢ •{V.ry`'"� `G... � ,2k „ < .. ,,.. _< rk ...".5 t - 3. -�: €' :. za, ,. - >s :. .v.,. +row'"-f.Z ?f ".. '. •,rt•sn r+s ,,�.•,P„„� 4 a .a 3 �> ate:.. t,,,` -'/..-;v '8s � s_�<'a' S., ."� .� •a � x•>'� �; #P ,' z'da, :..§.« s Y,:,� ..•. .;1,, a. a .t-.'. n •>s �.$ ""'I: aE.:! .} �: � toss" >.,. ,*, w ,s. < >•,g5 ',..., t :<s.. .>x< ,, '� z,* t P° v.,^w.-< $,b air,• .< �,.'i.: , C' y .°:,..s,. a•. ..< ,, y .�..,.. .u•.r� „_. '+ .«,,-, --,., ,3'�,x , < ,:> y' �:�-,< '�srt^d:<,:k.. ,� ::'m 4>.. :d+ ,`�, ,.?. «;.,�: �, ..x „, " ;..g �". ,..x Via.. .,.4 x°--_. .-.. ,. .,. -..,. _•.ors bsz.� .¢. ..a_.< n e., ., l'-^ "w �,a -�< as ,'L. `.�; �'vk f y= •^i".:,, <:.'� ^�'; .a!<� ,,.L 2� -.f� ,.p F �>+�: 2 3': fib:°: Yi,• ,'s;bv�a �, � ,< ��:t�r av7z' ��.,<r� ra c .a S'� �<-,�a• r 'g .,:-'ems ',e.<, .. t ,,.,a. ,,.�.:= '„•�.�.:. ..G:� 3^-::.: ^t,K :iLV�*� ,i( ,,.t 4.., � ,.�•.. J -.ro.- VISION 'k'+#ia„avu .''+:3 r=wa »e �,sasas ��.,.-. s, E^?*•, .a'"M. , .., : .9 e.+s, HAT ,,sa J `s;a~'^r :�>t, .•,: 'rf. $a.. r.A `c <,i'`ftk:.:.t� �'I ,.. r�<a^-•51'..r. 4 i�pLP. +Pn•:.. a cHN.. C4 +�:a , �S. . �% n�, =k.:3'.,7�.�x - '•rat '�s.s:'a.�:-,' � .•.. `°:� �, t ,:� ,,a ,..... Y �..i':�:._. ,,' 'T? ,��'-.., 'i:'� s'+ + T',w ,..r'• S r4 �1a<�y cr a.::Y' £,�, i�r � .t, -' ,�#,wy »,. ..$.� ,x-w'Ne� ;� s.ss.�:. .. :�°.:,.. .:•r _.�pM �q. ���y ,y„':.. ,,�`�,�>,y,�( p,�'� a,� ��� , ', pg;€;�u �^-! �..,,bv.'• `�„ ��g,, ��8 � a F r�Np� •+� s ',:.A i p wr:;:�P>w» �'�y<•'i, �k1's';��r '-:,^c`:...; i"�. ,t •y'`%..a F -'d-:,�' r''t 'ap >�py. k � � '9;i'T„� t J�' � ,(zq Y' E,'� V,.. ,",' �'., t£k,, � F» "... J"< � � � rx•�'S .s, .5<�-.. $ +'n-. -�„ ,�'�. a.,� ,wS.F� >,: 'a ;,'�'s�„� u,n gey1.' < g- ''°�, • 3"a„x=k.>. a, S" q F s$ $ ,! f;.r -;2aa' r :<xf ,'H -�`,r +:Fa t Y ;" >_. S^/ E,.'3,w' �#,' i@� •��b a �"5':�M1� �J �.R'. vy�"� AT,ST J, � V-• w gr �.� aa:,; t'k<, 'a^�.;H�� ��a-, 'x"`�<,fi ,y,: �.' !<,,,n�.�:. ::.;ks'`. f�Ck. .,,.'�T°w.•.4,_,. ��,r :kr}-.."„"r .-;.•kv`. `,�. -->e' o 5'., '"'�':._ 8`^:e,�7�-;yy'� r'^::,?i �._',�g ''� o.rn<�, `'„-w #s p ,�- a,,v�r�> „_`''�aM iL', ':.;. .� ram'#< :,.b js .:. �.fit. s3 ` .0 3 r . -34 F �.^„•I'<R�<'d�`#..xp a fs c b b j f�2,&¢ '� U > rA _ sr i �.♦ Y.Z.. ,{" ,E"�,"�"y �i,-:.. -?"tr, Y'^^n'y.,�:SA' Mom- 'On! x- . 9±r n..;., x4. 4, y L, - ,-�,s� - =: ,f„ -�-'> 'f � '•*^4a+ >µs>, .. i:,`,w 'R�3':ti5- A+k ,A<ay. - .f' � `e.. J <,»:A4�, Y`� .>lw '.-'i:• ...' � ,�''' »e`Y` .ti s,z�;vat, ,` j,,..7 ,.:,, c,,,,. w � •m`,a�dc'�•�'�P.:e $ ,Pj+-�..,n , ,a.:; -:- c r �yr, , oil V4, ..,.z<;..:. ,,..0 ,, .�.e*b,..Y3r ,.-" '/ ,, •..t �<,sk X ,a� ... , <,....-,E...S.<.. b- ,.'l :' 2 �„ ei, t .�. t,;'4. A"`„a ,..-.,«. ?.. ems.," •,., <,<m ^.- £`• m „�.xw,. .: i�t ..i< „ =i; .r fii"ra,:w:.6,>.,,.,�. 'a , �.,.:X <'s ...,u.,e .ter.. <;'<^'- .v: >:. ,f:^�'. t ,r,:,. `B`�,t.',yE >< rs�.- u"<r;•;.. „.,;:>.Y s• ...„,. ,.=,« u,4:€.r^.>;,5 t°.kr�. .z; ,r'"a..,s� '�::.r• ^zm..c „ :;f.m,,,..'r ate',. . < ;«. ,:- Y: :.,:.g, 4. ..,," � ?P':� s'. ,:t2� ks.>'s.°" �, a.:.K .,,. , �' .t •":- r- :;...�rae�+ : fi.> � ^n.> � '1:`�' +.'^n at...sz '�,�.r •'u`:.:y�',:,•":` +C 1:� X> gyme: ,s,e� , .i�.5' ,x`N��m �'dX,�:.::r u,^"4d S�X�'�1 � �{ ✓. -r E w .rI '4 ` �4 <:�: � >�.�.. .<... .,'' '-• '� �'..,.:'..,,<�. .- ,,,. f'?'.'-. wa j " y:a<: .-.. wa:. ?�<.-g ^�'$J,;4� ,y C F �<, �� ,.J d'...: t' mk,;• t. ,r.« .sx..:-. •,<-a P'" ..... ... .,wa ..Hq.. r,". .:i '�o,rt ti ,..:wf;'3 -e#,gw,.>;r ,.M,:.. r•z. i .., � ��<,� >F ze a�.,: ?. ;, ' ,�, ,�w �'' •�.a: � to >:,e.q `t w,s>, tg.,.• t. ra ., ,„a�' r-- =.• L.<., ,,.r `Ih;i'z,'p�:" .:-•..g>1'*� '�a> r '.i. f. '.��.bx 3,`y'+r�,`�>"e;. + k;, a :•.xY,,q-,� `.t r*>.:, isVr :�-�� �t§� z"�.i ifg .k w 's fz;'�•rcA �if<r:txx.;,.�rt� :..&!.,,`{ *.t•,.G;�'',+.. >Sa,T�: �*.. aHby..,:='Y° :.;�rL� t^ 1 -:�"�,��.•,. S+ 2< ,�; .y4 rsg,.�,.wvw�:'w.Y �a.,-". 5 :.✓>r„ 2p -;< d.� .. .,..� -.'a'�:� „,'�"1�w, 1 >aF s- 4 ��-,:3 r.,v t n.. st• a .> :. <�: �»:�'€:�`• r e :-,��-k" ,.,:.,. r ,=.: '� '�8;,� rig ,,+s•. ., �. $�• ar,» ° �'-+, 3.r4 y xi', _rs. ,'+'� i J,� cap-�„�- ,� < .< t,�} '_:: .,.,T � -_' (, •w�i$r t3 v..�: a,� i. ,�§,. ..'.! ,J � i ::`a.,'•:wo- rY�,. a5, ,.r q,ws..:4 t^::: fib" iy,t F i 1`t v ,,�„ '",�:::., ,9''i-.t$.•�' �G;.t:: � .�t'� ram" c�� Y,,5.2. �?v,. ,S".>.dr''l", '+s,r if •ir� !'{ '�.''"},«,. t f 4.�<, �i..�"�'' a 21, 5.3s �ti;�. 12 �., .�.,; >� �8 >Rr` ,,:;'�. ..< ��`:— a f" str..,,,3cka ,aa• ,.�� �c� 4,r; r-,. �d °c' �^�,._• :=a.^..�q,,,M�,b�F'�H,,'t•� :�. �'., ? der ',,:.; w' +'1F( ..:C�... d :a x•S-:.'t:''":A, ,t, ^„q<-* P'_- s -�, �. ,d a Yr. ,^, r ��^ °�, r � a a ��{,�I ���,H..-' _ � I r `y ,. �"z�'sp "w,,2� ,�_^ �, y � f fa' a ''f• - �t 1 e..y�4s"� R+t"�t'E d • Mt x �y `' '}FYt -2? IRS A San ex:, :i ".n< .:.. - sa ' ,'t -a.. <u.,'.xa"x. "e,a?� ,1-€+�-,� ,..�."�S,'.'4., E:w a•�. ,s,- ";.v,i �r�. `, ,. ,.. .. t -.,�. ,=�' :•< �t :. �^<::,<z-? ,= �r�br..�«:. +s' ,+... .:t. ;, .xi... <,M+...:<t, �"," <s°.?• az. >�`..d. . ki F u><" '"P'� z -<p. ''F',w?raq�'.., :,^>w' .<x .3 m'-., ..r a.:,r< .k d �' d�',^'...0�'�'1f,�.re<.•,t. <t._, }� i ,.,-a d „k,.:A :- -,,°�,w��-3:�"Y.-'T,>-,.Y' d> 's,+ g4.: .3 t,,�,"°',£'' >., E`.�.a. � A.. M, y' ".•,,.;;�,. ., p .-, Y.�.sia ». -. b,�'... s: ,s,,.a «.,.....,-., .y:-.;.. x �: ..�"`-a t 4.,-: i'r°S'! a,e,;:.s -4 - � ,Yx; � ,.-: ,�v zc L ,u ':;�....<.�i+' ya ,ate.: a^ "t5i 'r ��.. 's.r.. c., -cP.:":Esz x• ,tq ,:�•^,#. it�e?` ,.>,<r:_� • .'...*. ;r ,:., ;t,, ..,. '9', .., •t✓ .,:?,�':- f �:.�:, .�, ',�tex�;a ',<' "[:. �a._ � �,n t.�u.:. :,..: .c r >, :-.,1. '$Yrt�a, IRK ;nw ...,:•.." ,,. ate.,ro• i s,°a:." ,'.,:..<• .,5; .... .- u:..,.4 ,v.: :,>,° `�,r,,y;�'"' �{>"�y WIN �'� ups y ....,'`"a, ,. ,r „ r v:..,`U ✓a ",}^ .s..,. 5 'k•}, t. `:ti a•w-_> r5.. n "{-. Yr�r :;,.< '. s i <. ..<. SY....^..> ,e ! Y,r, ,d, t ,^°3i .. &:.> Y,.rt>..m_ w 8;a::;,. .r. &,. -^*.aa,. £•.. - 'r$,,:, ... r.A?" •'��. .ha ..., :' ,.. ;:�f e4`b .,,� � '�.'�. ,r, kti ,^�a,w x r >„� :.:e �` t- a wx-.Y. '•4..: < y ,:. <.:t ra' ,:.a^:�" "a -: 5 tJ s �sza 'sv�`,' euf� :.., c> >..- .., _ x, :r ....� .�25..,,; ..�i$.a P., ��,��"�, � s .,.`::.&,t :"r;s� . .. ,C..>9 R• a..... .•: '. >:.,:, ,,,, L ,..a:;?,, �, t'la$,^� fi...,,,4 J .: �+ ;:a«s:: ' •85 E a.::;#»^� ' .e,3,..:' ,'.•... E r,.-i:"r ,:.. ,i: .>- .> > ... ,. ,.,. :4 �.: �p a''.a=`s :,r : .�., s '€a r,-, s .$.a..,. .... "� ro ,��'"�., �^., h p`::-.a :•$ Now 6".:1 ' ?<e„ d.•<r,, r ka ..;Y.* t 4A�.� ^,,ti#,,r x- :`a zw - .#"�+Ma,:• =^;t '..s a. .r. ,� _,•d <'a:9. +.r„tr>� ,�„ ^.� � 'k '#'�°, +l% P tio-^ _ ,".Y �,td` v,,>sF�,. �_ +'��<"� .kr';>,�,, f C .c.;� ,rk ^,.. u � ^.,st „=i2:.,,•s.. r:.. .�_ �'kr aFt.: :l..at .. r?? �< ,: .< t .. ;�:., s.b- .. - .':., s ;-_.: .:ar.: , 6"- d. <.. ^. 9 ;, �'. '`.:..> s P°�`;: ,�.,:. y •,s�s<... 's<,<c'<« ,?n:.,.� ^z�. :1`" r h: a K !'*,�'' ..`.., x ,...,h. ,9'• r'4a�[ �•',- .- �'s-:. ,a:,:yv7 ......�' 4#� 4, ,- a.,`v,:�" � ,�:�[�r`,'�X: } e rt$' i:tip <�.. r� � A's'r,.'.:�u<, ,�kr..., e ..��..�. .. `,,�'a .«..,.:� a ..,,...< - ,r. _ ,.4,aia'se , ^... .,,r,. ;� '4 .<• �' k` 5.:#... ,�. Y � ���"'tea, �....,w. .. .,,r•"..t,',;�c,."�^zz.r,�.aA,:.-4,;s.>..-,^-.x_a e<�< ...�'$a.�..,+a:'•,.+:ra�. ti-x..a. „.a a STOOD' i D: ,,_,.'>t_i,-:.......e'.�� :,,M::::.:a ,y=+�Y`:�,#s-. ..>x±s'S,.�,�;¢.,.n"Ea""P!"-,,.- _ �R,«.�h�.;�,.'ar�k�. ==q�+,�s�.. a•t-�+'3 7 �y b :>#�r v,ra.: ..I •-' '�i .,.:r -_,.w�:. m�,�.c:.<, f" :a..u?': £ J ..mr,�a srr• O�poRT TOk > yiP ti U �Z 0 rIr CITY OF PORT TOWNSENDw, Historic Preservation Committee Administrative Review Of Partial or Full DEMOLITION This form is to be used for partial or full demolition of buildings outside the National Historic Landmark district which are not on the Historic Register. For partial or full demolition of buildings inside the district and/or on the Historic Register, please complete the HPC Design Review application. Property Owner/Applicant: ►°-off -T- Mailing Address: �'d Q3 0-)C 2-3 S(., 5 d"', oj�3 Z Day Time Phone: C� -3 _-7 0 e Building Address: 1L 3o vWrR rJIly—Z S Po Parcel Number: 1)43S 20 y g o 1 Age of Building: 40 t5°rrzg + Type of Building: 0 Brick Frame X Other(please describe) If building permit has been sub fitted, Building Permit Number: BLD Demolition proposed (include one set of building plans): L►►-Z-4L- o E-- / ,u1/}-Cc RxZw`z�v� (am. 1.)CV -r--C-- Oc-�>wS y (p, 5 TAZ F M C P c K l�e�1L L-0 G ti f 5 Lt.f!► 4 4 LA,>S D oat I certify that all of the above information is true and acknowledge that any action taken by the City of Port Townsend based in whole or in part on this application may be reversed if it develops that any such statement or other information contained herein is false. Signatu e of Applicant Date HPC Administrative Review Demolition Application Revised 7131108 Page I of I De ve op ment Services o�poarrO�ty 250 Madison Street, Suite 3 Port Townsend WA 98368 Phone: 360-379-5095 Fax: 360-344-4619 a"WAS www.cityofpt.us Plumbing Permit Application Office Use Only Project Address: Legal Description (or Tax#): Ps Addition: psi:, 4 Rooav 2 wo #. Block: Associated Permits: Parcel# g$ ? d l Lot(s): 1 Property Owner: � Contractor: Name: Name: Address: Address: City/St/Zip: '2c--13 01'k U->rk City/St/Zip: Phone: 36 `D 6 0 3 —7 a 0 Phone: Email d iJ 'T& c o Ce, L'— Email: State License#: Exp: Special Overlay District: ❑ Shorelines ❑ Historic City Business License#: TYPE OF EQUIPMENT QUANTITY COST PER FEE Plumbing Fixture per trap (including piping) $12.00 Building sewer $27.00 Rainwaters stem inside building per drain $12.00 Electric water heater $15.00 Industrial re-treatment interceptor $25.00 Water piping/water treating equipment $10.00 Vacuum breaker 1-5 $15.00 Vacuum breaker additional $4.00 Back flow device up to 2 inches $15.00 Back flow device > 2 inches $28.00 TOTAL FIXTURE FEES TOTAL FEES SUMMARY TOTAL FIXTURE FEES PLUMBING PERMIT ISSUANCE FEE $30.00 PLAN REVIEW FEE (25% OF FIXTURE & ISSUANCE FEE) FOR OTHER THAN R-3 & U OCCUPANCIES MIN. FEE $60 RECORD RETENTION FEE $3.00 TECHNOLOGY FEE $5.00 TOTAL PLUMBING PERMIT FEE I hereby certify that the information provided is correct,that I 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: �b W A1N Signature: �� Q^rr�— Date: F DRA ENGINEERING, INC., PS W. CEDAR STREET Box 2356 UIM, WA 98382 Q 683-7019, FAX (360) 683-7087ra@olypen.com ENGINEERING INC. September 2, 2009 Fred Slota Building Official City of Port Townsend 250 Madison Street Port Townsend, WA 98368 Dear Mr Slota: Enclosed are the additional forms needed for my building permit application to remodel the residence at 1630 Walnut Street. Included are Plumbing Permit, Demolition, and Indoor Air Quality. Also enclosed is a check for $50 for the plan review fee. As I understand, this work will require installation of a whole house exhaust fan. I believe it should be 98 CFM and located in the NE corner of the dining room. However, another location is acceptable if necessary. The gross building area will be 1594 square feet; the gross window area will be 174 square feet, or roughly 10.9% of the floor area. From Energy Code Table 6- 1, 1 understand that the window and door U-Factors are required to be 0.35 and 0.20, respectively. Feel free to note this requirement on the plans submitted. I believe that the floor, wall, slab and ceiling R values are shown correctly. Not shown on the plans, but should be, is a propane insert in the existing fireplace and a propane tank outside the building. I believe that the tank will be 250 gallons and will be above grade on a concrete slab at the SE corner of the property. I will revise the plans to show these items if needed. Additionally, if there is a fee associated with the Plumbing Permit, please let me know. I am uncertain about individual equipment costs shown on the form. Thanks for your assistance on this. R spectfully; t$EP rold T Andersen, PE3 - 2009 CITY of PORT TOWU i DSD KD OFVORiT�h City of Port Townsend y� o Development Services Department `= 250Madison Street,Suite 3 Port Townsend, WA.98368 WAS (360)-379-5095: Fax: (360)344-469 Washington State Indoor Air Quality 2006 Residential Construction Checklist for Zone I 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: xhaust Option ❑ HVAC Integrated Option If you chose "Exhaust Option," complete the following: I _ • Where is your whole house fan located (what room, etc.)? • What size is the whole house exhaust fan? See table belo►v: � ��i►/� Floor Bedrooms Area, ft2 2 or less 3 4 5 6 7 8 1 Min Max Min Max Min Max Min Max Min Max Min Max Min Max <500 50 75 65 98 80 120 95 143 110 165 125 188 140 210 501 -1000 55 83 70 105 85 128 100 150 115 173 130 195 145 218 1001-1500 60 90 75 113 90 135 105 158 120 180 135 203 150 225 r•= o1501-2000 65 8]� 80 120 95 143 110 165 125 188 140 210 155 233 2001-2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 2501-3000 75 113 90 135 105 158 120 180 135 203 150 225 165 248 3001-3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 3501-4000 85 128 100 150 115 173 130 195 145 218 160 240 175 263 4001-5000 95 143 110 165 125 188 140 210 155 233 170 255 185 278 5001-6000 105 158 120 180 135 203 150 225 165 248 180 270 195 293 6001-7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 7001-8000 125 188 140 210 155 233 170 255 185 278 200 300 215 323 8001-9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 >9000 145 218 160 240 175 263 190 285 205 308 220 330 235 353 *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_ • Fresh Air Inlets are required for this option in each habitable room (includes all bedrooms, ki hen, etc., not bathrooms or utility rooms). What type of fresh air inlet will be installed? Window Port ❑ Wall Port See next page TYPE OF HEATING: • Electric: ❑ Wall Heater Waseboard ❑ Electric Forced Air ❑ Boiler • Non-Electric: Propane ❑ Oil Heat ❑ Heat Pump ❑ Boiler VAPOR RETARDERS: r--I a-.—,-- Vapor retarders shall be installed toward the warm surface as represented below. Select one option for floors, walls, and appropriate ceilings: • FFPOII� oYvplastic rs: Pod with exterior glue (greater than or equal to millimeter thick) []Backed batts • Walls: 1'413oly plastic (greater than or equal to 4 millimeter thick) Face-stapled, backed batts ❑Low-perm paint i • Ceilings: iot required where ventilation space averages greater than or equal to 12 inches above nsulation - ❑Face-stapled, backed batts ❑Poly plastic (greater than or equal to 4 millimeter thick) ❑Low-perm paint HEAT PUN[P EFFICIENCY: As listed in the ARI directory, heat pump efficiency shall be met as follows: ❑Split system, air source heat pump: HSPF greater than or equal to 6.8; COP greater than or equal to 3.0 Mingle 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 ❑Ground 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: ❑Greater than or equal to .78 (Med_ Prescriptive Options & Chap 5 Calculation) []Greater than or equal to _74 (low Efficiency Options) ❑Greater than or equal to .88 (High Efficiency Options) ❑Other (as per Systems Analysis Qualification) ai. fi � �- e : xA'� �, 'a s ; �. �; �; �� a � - /S1 ear ks�. e z... ✓A g� Off two"A co t a fir. �� ,v�'° ���-....'�^" ' ��;9e'��S �'•�.� �, 3 �, ��.„. � % ;`� r `'"�'�t#�'-z .^ > W.. '�/ 172 a.c«,,� �x r✓' r t '�r, � .,;fix '�. `m`.• � � � .�+�b�i, '.'z • � �;. ,,�. "s` £"v...r 4,� •�t ..ter o �.r,.. `� � :Y3 R ,e3 M+, �� ' �� ,:s;,.. ,cam • / 11 /3 <� ,"°-"ffiA�;. �'a� e.; '�„ii' " :x" RN '� % it $ 5.�4,.r E,. ,1 s vsY•,`W ';. qy,.. �,;;4� �.y.,: C OR .kIWO PP33 �.`.. ' T. W£"� E^.°�j'3k` L ""�;" 'h* \. *• .� &.. .'f'> ^h'''r� gzg& a a Or 17� FRI PIT £)ck( �:R pp Vy�a E. d � y�^' ����r, '•::, m.:fia "-�/y■■���"���e..�° � � ,� '� o.„ d,5� 4 l'✓j'E- 3+ �1t"$;: E �^.ate', s„ �`a ty. $ �� r '#�+.. a �y,�.c:: / k � �y � 8 �•� . � . A 4 N T ySO .; } V'\i �Y.i- `�,"� "Oi '�,ul, > �. � �f-.. '",.���ay.r N?>. �.�ar ��•• Y � s�i WIN t�� ~p�',�t '""�^c" �'rs �T�,,:� "5nss�" ,u., � s$:r. �� a „•s,.�e,`?, ,�, �.'�� "�n,,,, "'WIT}#,\ Y, ': ;y x.:- � '�`•s�""�9 k."'., 4 2°jF ,.�'. 'C? .',�.yg, ,�"1 �,. . �E ', ir F x . tt G 'u'r a•`Yni: Ir � _ s y. o;par .;.£a 'p �j!'"'f �'9 '.� Se• ',4" "-'."f " rR &�, e!s� 1 "q ��"K $ "{' 83`> •��.,y 4.keK '�`Yr�' n`a� �» �4.f f'"�d � � ,a��.i R° Y l,y.^ .t i :::,3 Development Services p�QOR7T��L,y 250 Madison Street, Suite 3 A six Port Townsend WA 98368 Phone: 360-379-5095 Fax: 360-344-4619 www.cityofpt.us Residential Building Permit Application Project Address: Legal Description (or Tax#): Office Use Only O 1a� BV S i Addition: Permit# BLD09- Zoning: 2 7LC Block: `')S Associated Permits: Parcel# °)165 -ZO 9 g o ) Lot(s): Project Description: G ➢ 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. Lender Information: Property Owner/Applicant: Lender information must be provided for projects Name: � -Av+C-'LP AVZ 0in-', :'J JA-N3 ALF�C�-t over$5,000 in valuation per RCW 19.27.095. Address: PC Name: City/St/Zip: " c®Q 3 S Z Phone: ( 36 co ) 6 0 3 --7 o 9 Project Valuation: $ Email: peh - c Building Information (square feet): 1st floor (T91 Garage: Contact/Representative: 2 d floor Deck(s): Name:Aw og>j,) A-anc nSi--� 3rd floor Porch (es): Basement: is it finished? Yes No Address: Po (3� 2 3 S7o Carport: Other: City/St/Zip: 56&--)t Wk Z_ Manufactured Home❑ ADU ❑ Phone: (36 0 ) io 81 3 - 7 Q) t y New Addition ❑ Remodel/Repairx Email: G U 6-J ru L LS (-t pe vi • Lo vv\ Heat Type: Electric Heat ump Other Contractor: Same as Owner Total Lot Coverage(Building Footprint):* Name: Square feet: 1 - :5 % � s Address: Impervious Surface:* 39Z.5- 5F 5�u�:WE3c►�S City/St/Zip: Square feet:lf5-•6 *Total existing&proposed Phone: t 9 70 � What year was the structure built.? Email: If work includes demolition,see Page 2. State License#: Exp: Y ) Any known wetlands on the property? City Business License#: o Any steep slopes (>15/o)? Yn'N I hereby certify that the information provided is correct,that I am either the owner or authorized to act on behalf of the owner and that all activitie associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code. Print Name: c-2 T Signature: Date: Page 1 of 2 -5/14/2009 Parcel Details Page 1 of 2 r AM '1011 �Vea#her Sta�on _Database Tools MW 1m 9C .. Home County Info Departments Search Parcel Number: 985209801 SEARCH Parcel Number: 985209801 Printer._Fr_en_d_Iy Owner Mailing Address: HAROLD ANDERSEN JANE E ALBEE PO BOX 2356 SEQUIM WA983822356 Site Address: 1630 WALNUT ST PORT TOWNSEND 98368 Section: 2 School District: Port Townsend (50) Qtr Section: NE1/4 Fire Dist: Port Townsend (8) Township: 31N Tax Status: Taxable Range: 1W Tax Code: 100 Planning area: Port Townsend (1) Sub Division: PETTYGROVE'S 2ND ADDITION Assessor's Land Use Code. ;. 1100 - HOUSES (single units, non-farm) Property Description: PETTYGROVE'S 2ND ADDITION I BLK 98 LOT 1 I I I Click on photo for larger image. allo 0 No 2nd Photo Photo Available Available I� No Permit Data Assessor Bldo Data ax, A/V, Sales Info Map Parcel Plats&Surveys Available HOME I COUNTY INFO I DEPARTMENTS I SEARCH Best viewed with Microsoft Internet Explorer 6.0 or later Windows. -M.ac http://www.co.jefferson.wa.us/assessors/parcel/parceldetal1.asp 9/1/2009 Assessor Detail Building#1 Page 1 of 1 f 2 „x _ Database Tools= Maps_; ;�^(� _..S'lebcam rX Home County Infof Departments Search Assessor Detail Building #1 Parcel Number: 985209801 Building Number Year Built Year Remodeled 1 1971 0 Building Exterior Building Area Building Interior Building Type: HOUSE 1st Floor Area: 1322 Int. Walls (Cabin): Building Style: 1 STY 2nd Floor Area: 0 Heat: ELECTRIC BB/WALL Foundation:CONCRETE PERIM. 3rd Floor Area: 0 SIN. 1 STY. Exterior: SIDING/STUCCO (LAP) Loft Area: 0 Floor Cover(1): VINYL Roof Cover:COMPOSITON Attic Area: 0 Floor Cover(2): CARPET Total Area: 1322 Basement Area: 0 Building Rooms Mobile Home Garage Bedrooms: 2 Make: Type: Full Baths: 1 Model: Area: 0 Half Baths: 0 Length: Exterior: Width: Roof: Year Built: Carport Square Footage: 0 Skirting: Area: 0 1st Addition 2nd Addition Type: Type: Area: 0Area: 0 Year Built: 0 Year Built: 0 Exterior: Exterior: Roof: Roof: To view another building associated with this parcel. Select building 1 2 3 HOME I COUNTY INFO I DEPARTMENTS SEARCH 1 Best viewed with Microsoft Internet Explorer 6.0 or later Windows_-Mac http://www.co.jefferson.wa.us/assessors/parcel/assessordetall.asp?Parcel_N0=985209801 9/1/2009 of poor T�k 4 m� Receipt Number: 09-0864 Receipt Date: 10/21/2009 Cashier: SFOSTER Payer/Payee Name: ANDERSEN HAROLD T Original Fee Amount Fee Permit# Parcel Fee Description Amount Paid Balance BLD09-183 985209801 PLAN REVIEW REFUND 50 -$50.00 -$50.00 $0.00 BLD09-183 985209801 Building Permit Fee $1,077.75 $1,077.75 $0.00 BLD09-183 985209801 Technology Fee for Building Permit $21.56 $21.56 $0.00 BLD09-183 985209801 Record Retention Fee for Building Per $10.00 $10.00 $0.00 BLD09-183 985209801 Plan Review Fee $700.54 $700.54 $0.00 Total: $1,759.85 Previous Payment History Receipt# Receipt Date Fee Description Amount Paid Permit# 09-0737 09/03/2009 PLAN REVIEW DEPOSIT 50 $50.00 BLD09-183 Payment Check Payment Method Number Amount CHECK 102 $1,759.85 Total: $1,759.85 genpmtrreceipts Page 1 of 1 Page 1 of 1 Suzanne Wassmer From: Suzanne Wassmer Sent: Friday, October 02, 2009 10:16 AM To: 'quadra@olypen.com' Cc: Fred Slota; Alex Angud Subject: RE: Building Permit for Harold Andersen Attachments: SDP.MIP.Appl.07.doc Hi Howard, I got your email. I will show your construction cost estimate to Fred Slota today, and we'll get back with you about the cost. Public Works had a question about your driveway—are you installing a new concrete driveway? Your plans state "saw cut existing AC pavement". If you are proposing this work in the right-of-way, you will need a minor improvement permit. I have attached an application. Thank you. Suzanne Wassmer Land Use Development Specialist (360) 385-0644 From: Harold T. Andersen, PE [mailto:quadra@olypen.com] Sent: Thursday, October 01, 2009 10:15 AM To: Suzanne Wassmer Subject: FW: Building Permit for Harold Andersen Suzanne: `"�� We have a building permit application in process at the City. Could you please tell me the approximate permit fee. The cost of construction will be about$100k. An estimate is attached. And, is there a prediction on when it will be ready? Thankyou Harold Andersen ' ID ) 66 10/2/2009 O�pORT TO4 u y�o Receipt Number: Receipt bate t)9t03/2009 Cashier SFOSTER N *Pa er7Pa ee-,IVame ANDERSEN HAROLD T� 4Ap sOnginal Fee j , gmount� Fe Permit#F z Parcelz FeeDescr�ption Amount Paid9W ' Balance j BLD09-183 985209801 PLAN REVIEW DEPOSIT 50 $50.00 $50.00 $0.00 Total: $50.00 k� t # z Prevwus'PaymentH�story k,f ` Receipt#� Receipt Dated Fee Descriptio Amount Paid Permit# Payment Checks1111-11­ Payment Method Number Amount IR CHECK 5517 $50.00 Total: $50.00 genpmtrreceipts Page 1 of 1 S EXIST SANITARY SEWER MANHOLE - ' _ EXIST 8 SANITARY SEWER L _ _J L _ - OD STOP SIGN UTILITY POLE _ LAUND. ° TELEPHONE � KITCHEN , 14" FIR CJq S 7-R eS7- - ' EXIST 8" CKSON Sr) ® - SANI TAR Y SEWER __� N 7q°$2O"IN _ o o BATH MASTER BR 50, � o REE = 0 2 CUBIC YARD ACTIVITY DRYWELL _ EXIST EDGE OF 0 ROOM -- PA VEMENT PROP05ED HW NEW 4" CONC SIDEWALK ADDITION46 I FLUSh W/ TOOL ROOM SLAB °= a 14"- 450 HYE M N OR T I - = ' SAW-CUT EXIST '-= f- � r 10 LIVING ROOM AC PAVEMENT o r w t f./i-�T^ !� ,r`� i /,` 20 L>=+ - 4"SEWER o E771 Nz ,/ - LATERAL a 26 MIN. Cn LLI OJ BEDROOM BEDROOM L q .,6" DRIN EWA Y' Q l ` " SANITAR)"5EHER 1 4 � - o GLEANOUT o o QUEE HIDE- -BED ~ _ L EXIST WOOD FENCE REMAINS I a 1 . NEW LAND/NC o CD FLUSH W/INTERIOR o CONCRETE PAVERS ' a SLABUj z f qqc -_ NEW CONC STEP i z T 1 RISER LL w EX15T 5AN/TAR)' 20" PINE I SEWER LATERAL W 45'+ 10"" CHERRY EXIST LANDING NEW SIDEWALK OVER EXIST w EXISTING FLOOR PLAN 22'+ ti,Q , � 00 ill cc K, SCALE: 00 4 = I'-0" 8'+ h� `/ N w co co rz 5ANlTARY SEWER { o o I � TL1_r / J I GLEANOUT �; m � CDpf EXIST8- o � O CLNc WA TER EXI5T DOOR 54-I ,/ ,��EXIST WATER SHUT 5AN/TAR)"5EHER NEry v u VALVE. RELOCA TE TO EDGE NDOW NEW WINDOW REPLACE WINDOW REPLACE WINDOW REPLACE WINDOW ro' �j/� OF ADDITION I GLEANOUT Sec.602.10.6-2003 IRC, Alternate Braced 4'-C" ;< 4-0 6-O X 4-O 4-O X 4-O 3-0 X 4-0 5-0 X 41-011 Panels One Story Building, 3 2'8"min.width, 10'max.Height.Sheathed on one REMOVE & I Q �' ;'`:' ROOF GUTTER DOWNSPOUT = face with 3/8"min.wood structural panel,nailed 4'-6" 4'-0" S-i�„' 6-0 13-I 2-8 I _ 20-O with 8d common nails,6"OC all edges and 12"in - REPLACE EXIST '�1 ,k (�PJ o w the field.Provide two tie-down devices capable of FENCE )' providing uplift capacity of 1800 lbs. I U / U UNKNOWN r` W SrRfiP XT VPMR = � I EX15T FENCE m 1k411), t.1owER%3 Pit yl p GOUNTER L - O vl 1307.1 Appliance installation. o� /Appliances shall conform to the DEW `" 1 J 1 a 2 CUBIC YARD W c� PROPANE TANK zz DRYWELL TH LAUND. conditions of their manufacturer's Section R313 -Smoke Alarms. I SIZE TO BE installation instructions. To be located in each sleeping room DETERMINEDad EXHAUST and outside of each sleeping area in the (T PVC ZW Q ® I4-0 NEW DOH KITCHEN vicinity of the bedroomQ. Interconnected EXIST WA TER SERVICE PIPE (TYP) M o I'-&" X 4'- " NEW 6A5 _ EAN SO cad 110 volt with batter backup. = '1 °C m°0 W'' 3'-0" 8'-0" 3'-0° e DIN. STOVE to cFIA FAN M%N tK y p - = I W,o �ao ® E M - -- — EXIST WATER �.,- iS O IN a 0 E METER ® ROOM - - - ° - - - BATH BEDROOM I �- _ _ 0 0 0: m m p 8' 0 00 -O" X 7'-0" o COUNTER O O REE I a a 6 w M M S.A. OVERHEAD DOOR EXHAUST FAN c M Mttt - SITE PLAN I NEW R15ER _- cn I NSTALL PROPANE - --- __ r, _ �- R310.1.1 Egress, -Minimum net clear I TOOL ROOM FIREPLACE INSERT HALE WALL = opening of 5.7 sq. ft. 5G. �E: I - 10-O ® LU U Q CL �� MtK.RATED Exception-Grade floor openings, Minimum I NOTE S/TE PLArA/ HOUSE & FENCE LOCAT/ONS �� �p W J SMOKE r- net clear opening of 5 sq.ft. FROM A RECORD OF SURVEY RECORDED MAY 9, 01 NEW WINDOW DETECTOR Minimum opening height, shall be 24" ' 1997 UNDER JEI-t-RSON COUNTY AUDITORS 30 ° Q G W 0 0 1'-6" X 4'-0" F -1 CLOSET Minimum opening width shall be 20" CERTIFICATE NUMBER 40OJ66 �� LU ~ NEW ENTRY LIVING ROOM - I �� m co z LINEN GL05ET ,r�P' CO LU LEGAL DESCRIPTION.• I 0 SMOKE LOT 1, BLOCK �i8, PETTYGROVE"S SECOND ADD1110N Z DETECTOR TO THE CITY OF PORT TOWNSEND, AS PER PLAT ��v RECORDED IN VOLUME 2 OF PLATS, PAGE 17, c —� N SAt"�T,( C AZ.IN G �� - S RECORDS OF JLFFERSON COUNTY w N a- V } MOVE APN 98520980r p Z IfY PANEL I r—_ 30 3-0" X 6' ' Cl) o O -8" Q n o H --� `a O DOOR - --- Z ., j C E �S a c� --- -- -- -- _. �� _ t i "Lt > _ `W 3 4'-O" 2'-3" 3'-6" 2'-3" MASTER BE J,•�� ��aflR to 1 0 ce o O Whole House Ventilation / S 11�E S I S E P 2 5 j , a 7-8 3 O 3 4 PORGH Provide each habitable room with O a s I II I 'I I II fresh air per the � �� � �� st'. lt� _ - a � p 2-0 X 5-O WINDOW - R - �Q CS S7 CITY Of PORT TOWNSENDEl G 3 � N 14'-0" Washington State Ventilation Indoor o NEH HINDOW ti� ) REVIEWED FOR CODE DSO z CO)REVIEWED Air Quality Code J d3 NEW co � 2'-0" X 5'-0" NEW WINDOW l �'� OMp'Lt ►N ► Z G� 309.2 Separation required. G'-8" - POWER 2'-O" X 5'-O" ,.� �pt O Z < The garage shall be separated from the residence and is attic area by not 21 2 I35° PANEL ^IINDOW _ NEW - = less than 1/2-inch(12.7 mm)gypsum board applied to the garage side. 1'ROVIDC VC-t�e W lK COWS QR 5-6 X 5'-0" � � ~ �' S� o cn o Garages beneath habitable rooms shall be separated from all habitable FR�$h pt►R PonAI.S i /� orooms above by not less than 5/8-inch(15.9 mm)Type X gypsum board or � o a x 9 equivalent. Where the separation is a floor-ceiling assembly,the structure osupporting the separation shall also be protected by.not less than 1/2-inch (12.7 mm)gypsum board or equivalent. STATUS: div' \0NF,- g�FORe roG Underground �� �F W�y� �� PERMIT Utilities 3 'R o Z 1'-0" 2'-6" 4'-1" " Location Cf' z JOB No: 00-37 PROPOSED FLOOR PLAN 2O I' Services O�o��F�/s3�R�o ���� DATE: 9/01/09 FS Call: TOLL FREE S/ONAL ECG\ SCALE: l " = I'-Oil 1-800-424-5555 SCALE: NOTED 4 THREE WORKING DAYS BEFORE DIGGING SHEET: 01 of 03 6'-011 I I I 12"x IS"VENT NEW HEADER 4 X 10 -'`'~�- NEW 4X10 HEADER T-III 51DING TO 4 MATGH EXISTING MIN III: 4 ® I N RIDGE LU _- _....... �- _ _ _---- A ---- _ ! EXIST w I OVER RIDGE FRAMING C�i i C I I NORTH ELEVATION 5GALE: II , 1'-0" > I I � � E 0 U aC() a o o co 12 41 � ! c�III I lY NEW 2-2 x b HEADER 6X6 SEAM NEW GIRDER TRUSS !III LLJ NEW 6 X 10 HEADER C, _--.m _ B - � : �� w 100- bXb BEAM CO o:f 00 Ln Q bXb P05T MATGH — _ _ - - - -- -._- N o � NEW TRUSSES@ 24" OC EXIST -- - - - - - - - - - - - - - - - - - - - - - - - --_ 2X8 RIDGE OVERHANG - I I m ; LLJ I poC3 b'-6" 2l'-O" r a N Cnn 2Xb @ 24" O.G. W/ 3/4" PLY 5OFFET SOUTH ELEVATION X .XO 5GALE: ° = 1'-0" Q FASCIA TO OVERHANG LLJ Y PROPOSED ROOF FRAMING PLAN MATGH EXIST c� SCALE: 4" = 1'-O" U W W Q W C� z U Q � z lu IliiSl!i I; -- Z N --- W 00 o - % ---- W l 00 co r:=f Washington State Energy Code. — _ __ __ __ --- _.. 0 Q _ X� U R-value markers are to be installed, at least % r _ 0 CD CD � / one for every 300 sq.ft.facing the attic --- ----- -- - M o0 0 _ __n_ LAL TRUSSES @ 24" O.G. �X/ access. Markers shall be affixed to the — --- � _ w .... - -- Q O W m m z _ ST//�G truss or joist and marked with the minimum -- -- - a M M BU/LD/NG insulation thickness. �N N o ROOFING TO MATGH EXISTING — 12 lit 3'-OI 14'-011 34'-O" LLJ 4 OVER 1- 05B 20-I FASCIA 8 RAINGUTTER 68 1 W TO MATGH EXISTING 'o : , 3 % , WEST ELEVATION W � m M C3 00 5 R-3b INSULATION �<) c 8 GWB 4 X 12 HEADER 2-2 X 6 HEADER X 51MP50N HI EACH TRUSS ENDLU CD ®� aWi O 0 z Z _ o ------- 2 x STUDS I b" O.G. ------ ~ ~ t. I w b M 7/16" 05B UNDER o --- _ — --. SIDING TO MATGH Lu - ___.... EX15T _._.____ _ 5" GWB OVER U16" 05B R-21 INSULATION ______. ..___r _- - _ --. ,� - (� - ... __ a _ - I/2"O x 10" ANCHOR ?` !,S BOLTS @ 32" O.G. � � _-- _ --_ - --- L��f:� C.�:� I•��. a CID�s 4-1 _ - e : O m l 54'-I" 14'-0" o 2 x 6 PRE55URE c TREATED PLATE 2" RIO RIGID FOAM INSULATION OVER � NEW GONG. SIDEWALK � C. NEW 4 GONG. SLAB 4" SAND OVER W/ b X 6 - 10/10 WWF Q - - - - .- - - - - - - - - - - - 16 MIL VAPOR BARRIER co D STATUS: ® a a EAST ELEVATION FORE underground �� wq NoF 5GALE: , " = r-o° o �o �oF AJ, PERMIT 6 X b - 10/10 WWF UtilitiesOR Q L-ocation �, 43347��( Services �P Q �� JOB No: 00-37 NEW GONG. Ib-0 �ySIDEWALK W/ b X OCT �, 7 2009Call: TOLL FREE ossDATE: 10 05 09 6 - 10/10 WWFSECTION B—B 1-800-424-5555ONA� SCALE: NOTED PdTY OF PODS ©WNSENQ THREE WORKING DAYS BEFORE DIGGING SHEET: 02 of 03 ° 5GALE: 211 _ 1'-0" w I I B KA I II -- EX15T GONG. I EDGE OF I I RUNNERS EXIST. PLACE 4" GONG. SLAB WITH SIDEWALK I 6 X 6 - llo WWF ABOVE 2" RIGID FOAM INSULATION ABOVE EXIST. GONG. SLAB EX15T 4X6 MAKE FLUSH WITH P05T @ 6 I A ADJACENT FLOOR I O.G. A A PLACE 4" GONG. _ _ SLAB WITH6X6 - m °o WWF ABOVE ABOVE EXIST. GONG. 51DEHALK I N ONE RISER LOWER I I Z THAN ADJACENT I o FLOOR I W j I EX15T 4X6 JOISTS o d @ 4' O.G. I I 00 c _T OHO O ( a iI -I- - -- - - - - - - U Z L.S. EX15T L.5. I NEW LANDING FLUSH �o I RISER EX15T 2.6 Z W/ INTERIOR SLAB NEW SIDEWALK OVER RIM JOIST Z EX15T SIDEWALK EXIST LANDING -CEl Lj — W L'i oo I�B I RISER FLUSH NEW 4 GONG NEW GONG STEP I RISER `�' ' NEW 4 GONG DRIVEWAY FLUSH W/ NEW 2Fx6� @ 16" OC oo SIDEWALK FLUSH W/ LANDING LLj Q �r TOOL ROOM SLAB q'-O" N o x 0 FOUNDATION VENTS 51MP50N - LLJ PER CODE LU526 (TYP) N r1loo. NEW GANTLIVERED 2" x 6" @ 16" OG Q PROPOSED FOUNDATION & FLOOR FRAMING PLAN U W S SCALE 4" = I'-0" w w m RnOHNIG TO MATCH EXIST J EXISTING RESIDENCE - OVER -1" O513 z F -= w 2 x 4 @ 24" O.G. Q 16 -fl 2 x 4 @ 24" O.G. z 5!MP50N LSU 24 FASCIA TO 51MPSON LSU 24 MATCH EXIST Z Q ROOFING TO MATCH EXIST. ROOF LU z N � MATCH I I'-0 OVER 16" 058 W RELOCATE EXISTING VENT EX15T I EXISTING RESIDENCE - _ m - S AS REQUIRED W N CO 00 TRUSSES @ 24" O.G. II II X O VENT GABLE END -- ( I m m m m I . TOP#4 GONT .... R-38 INSULATION TRUSSES @ 24" O.G. 3" GLR (TYP) a w 0aD o VENT GABLE END I I =a m vv Lj N SIDING TO MATCH EXIST. I ( R" INSULATION Q � OVER l„ OSB x. _ .-Y - - SIDING T OVER - 058 3� FIN. GRADE - 0 MATCH EX15T 16 r r xr r �j l i ` .i �� I L i- - - drawings. R 16 f If I R802.10.1 Truss design wins. ,�. I I - w 1 1, , � � A U Truss design drawings shall be - - -- - - �,.� aver:_. Z 5„ 6W8 I i provided w h the shipment of w trusses and must be on site for I LU framing inspection. I '.- \i w °° J \, ,'\, #4 VERTICAL @ 24" O.G. IoC m a I { 777/ ; 00 R-21 INSULATION I I I I M 2 x 6 STUDS @ 16" O.G. I I I / ~ v I I 2 x 6 STUDS @ 16" O.G. o <{ #4 @ 24" D.G. w w 0 X c a 4 (2) #4 GONT. O z Z 3/4" T 4 6 PLY SUBFLOOR N � O s" GWB - 1 I - I 3 3" GLR. TYP. F- LL' I I 1 I EXIST 4 NEW SUBFLOOR W cc oR < r .< 1/2"O x 10" ANCHOR I I 4 RIGID SHALL I I SHALL 8E FLUSH 11 2 a 0 NEW 4" GONG. BOLTS @ 32" O.G. I I 6 X 6 - 10/10 WWF FOAM 16 F Z INSULATION SIDEWALK ( I (ENTIRE A JOIST TO PLATE I 0 N FLUSH W/ SLAB 2 x 6 PRESSURE I TREATED PLATE EXPAN51ON JOINT VOID) z TWO #4 GONT. �r ""' I I NEW GONG. SLAG 2 X 6 RIM ) EX15T 2 X 6 RIM JOIST FOUNDATION DETAIL a a o <' LL JOIST SCALE: I" = I'-O" 0 � NEW GONG. SLAB (- - BLOCKING Q m 0 11 + - � � bU� L 2`30 � r., �' I D 1.01 �— I EXIST. GONG. SLAB r -5CRUSHED ROCK '` - IL 1 / � I P I ASSUMED I" PLY p J n - ® - ® NEW 2 RIGID SUBFLOOR VERIFY c, ' " 2" RIGID INSULATAION - - I ( INSULATION z R30 INSULATION 51MP50N OCT "' 1 209 p 12 EXIST. GONG. SIDEWALK o LU526 (TYP) Q 3/4" PLY SOFFIT FOAM 4 FIBERGLASS EXIST FDN WALL _ 1/2"O x 10" ANCHOR G Mll_ 84PrC.K t.�( I City pF PORT TOWNSEND I REMOVE 24 FOR DSD SEE DETAIL ^/� `� %�� - _ BOLTS @ 32 O.G. r/{�, m BfiRR1eR I GRAWL ACCESS STATUS: 15 q, O, 5'-0" 2 X 6 BLOCKING O qN� 3-O /��/yam/ 1 %i/ \� #�/f`,, f\,, O�FORE yoG Underground o� pF WASN�F�AJ, PERMIT 2 x 6 PRESSURE ,�i,�`4�'����`��� Utilities 14'-0" TREATED PLATE Q Location = ; Z N WALL 75 4'-0" N.T.5. - Services p 23347 Ogg JOB No: 00-37 NEW FO - Call: TOLL FREE o� F- �� DATE: 10/05, C - SEE DETAIL FS sTE SECTION C-C 1-800-424-5555 S�oNAL �N SCALE: NOTED SECTION A—A I" THREE WORKING DAYS BEFORE DIGGING SHEET: 03 Of 03 5GALE: SCALE: 2„