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HomeMy WebLinkAboutBLD10-019 CITY OF PORT TOWNSEND Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 CONSTRUCTION PROGRESS RECORD 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. 989710703 ADDRESS 523 POLK STREET PERMIT NO. BLD10-019 ISSUED DATE 02/09/2010 EXPIRATION DATE 08/08/2010 OWNER- GLAST LILIANNE CONSTRUCTION TYPE V-B PROJECT DESCRIPTION NEW SFR OCCUPANT LOAD CONTRACTOR DREAM CITY HOMES INC LENDER INSPECTION INSP ATE COMMENT INSPECTION INSP DATE COMMENT TREE PROTECTION MECHANICAL hk |efcfo SETBACKS SURVEY PIN|~_| /| _ INSULATION Rev | Taife FOOTING Kid shlzy GWB Ok elo UFER +—/ Ai) Abe) =| TREE PLANTINGICONSR|S:.) [4 /a SLAB INSULATION ie FINAL BUILDING BAL Mala FOUNDATION WALL Re Bglave Aide Pucr. (25 LET Riel TAO FOUNDATION DRAIN =o Fi Le Poacic dtd wd er é 101K 4/b/20re SLAB Bcié A ey Ito MISCELLANEOUS FLOOR FRAMING SHEARWALL & HOLDOV ae (3) Na plrAg Owl | Heide ous ” PLUMBING WTR PIPIN FRAMING im 6/teo AIR SEAL i | bea/p) PLUMBING ick |6/yo 7 L% ewe mw Housr TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT 181 Quincy Street, Suite 301A, Port Townsend WA 98368 PLUMBING CERTIFICATION PRESSURE TEST BUILDING OWNER GLAST PERMIT # BLD 160- 0)9 ADDRESS__.5 23 POLK Sf. DATE OF TEST__@ Oe 10 PLUMBING CONTRACTOR ALOHA PLUMBING rvve LICENSE #___ AL.OHAPTAS 2L W i GROUND WORK S ROUGH-IN PLUMBING 3 FINAL DWV WATER SERVICE Air . PSI Air LO PSI Water 20 FF Head Water Working Pressure Time | dAY Minutes Time 2 DAYS ___Minutes NOTE: TESTING REQUIREMENTS (SECTION 318 UNIFORM PLUMBING CODE) MINIMUMS: Water Test — 10’ Head — 15 Minutes Test at Working Presure Air Test — 5# PSI — 15 Minutes 50# PSI — 15 Minutes I hereby certify the information provided above is the result of the Plumbing System pressure test conducted by the undersigned at the indicated address and date. Méisrepresentation of this certification is a gross misdemeanor under RCW.9A.72.040 subject to a two-year statute of limitation. VISUAL SYSTEM INSPECTION IS REQUIRED BEFORE COVER. Signature Lyin Hod Date b/ 4/ /0 City of Port Townsend Development Services Department —Gorrection Notice PERMIT NUMBER Od no < i OWNER JoBLOcATION 2 2.3 Ph LZ Sf Inspection of this structure has found the following-violations: SEM WACLU POE 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 forsinspection. D) ) (AU Low DSD Main’ Office (360) 379-5095 NenEaTiOn REQUEST (360) 385-2294 Inspector THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE City of Port Townsend Development Services Department hedal A) GReBEtion Notice | sicll rd (0 - ora OWNER N - P yoptocation. 623 TOLK <[ReET Inspection of this structure has found the following viatations: SETEeucKkS Foote € FEZ Cobo vwk oh, . \ SL FILO VEN 2.1318 [WA Of To tourt — = 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. / ; . = 4 ‘ oa 3/L, 20/0 Inspector_[\ tC (4 [# C Lo RK DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 | THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE Development Services RAMON Tree, Suite} Shear Can Port Townsend WA 98368 : . : “Phone: 360-379-5095 «Pax: 360-344-4619 . www.cityofpt.us Tree Conservation Affidavit Form BUILDING PERMIT/SITE DEVELOPMENT PERMIT NO. 6 CD me -0] q THIs PERMIT AUTHORIzes Lil anne GClast to secinwork in tot B of the. Gast Short Plot SUBDIVISION AND/OR AT THE FOLLOWING ADDRESS 523 Polk Street. THE AUTHORIZED PERSON ACKNOWLEDGES THAT HE/SHE IS RESPONSIBLE FOR TAKING ADEQUATE STEPS TO: 1. Protect the tree retention areas on this lot as identified in the tree conservation plan (normally the front, rear, and or side yard areas) in accordance with the standards of Chapter 19.06 — Tree Conservation. 2. Field locate, mark, and protect all tree conservation areas on the site during construction. Marking shall consist of tape, ribbon, or tags attached to the retained trees and protective fencing secured by posts set at least 12” into the ground installed in accordance with the requirements of 19.06.150. All tree identification and fencing shall be installed prior to site development and construction and shall remain and be maintained until home construction is 100% completed. 3. Install any trees on the lot required by the approved tree conservation plan. FAILURE TO COMPLY WITH THESE REQUIREMENTS WILL RESULT IN THE ISSUANCE OF A STOP WORK ORDER OR OTHER CITATIONS. CITY orrrcint A VOL APPLICANT Asi Vewnes Harr EFFECTIVE THIS Ot DAY OF “ie baulun, 2010 NOTE: DISPLAY THIS PERMIT AT THE MAIN a OF ACCESS AND VISIBLE FROM THE STREET. (Ord. 2837 § 1, 2003). Page 1 of 1 CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG PERMIT# BULbIO- O14 DATERECEIVED [~ 25-16 SCOPE OF WORK: NElp Sem SDPD4 -0sz DATE ACTION INITIALS [- 2S -104 | ENTERED INTO CHET Se CHECKED FOR COMPLETENESS ; I-25 -lo |QpDKes6 Wns OlKeAdy Ossiqned SE IZ-(-09 +t. 49-29-04 UNndek BomGuACunEee [-2s-lo [Sem sre PLOnam M41Eee Zr 2-2: 10 Plaw review complete —— a-ldiO | re ConweKathon J] ete Kaab— __ Nhe lavage Dlum teas WA be ved AS its rat! waovld be —bo clore do the Rundohen ¢ it woldn¢ Pmve. Pt woth 3 eee outs. ‘Per hee plan che wal Gp toJaremn aM hon To Fhe Pla. 5 trees—eath 2 Wee Unis = 10 tree trl Orky bCrere regured, will do site In se Cher} POO Peony to byilding Aral, Zoning: fA-T Setbacks OK? +10 Car, +24 hort £74 vide endo! othe Side — OC Lot Size: HO X35 = 6090 Building Size: j Lot Coverage: DE :. CY, 0 FAR OK? Upc . . . Height OK? by 25" —Chimnsy GF 36", 30 IS max... Parking OK? J| cary crapet (DoM+t park tn heoat Critical Area? Not Mamppe0 . Demo? — Perry givtn fo domo 4 reonh w4e G_=0S. /0- 601) Historic Rev? No ’ dl = 7 Notice to Title? I Lots of Record? | \V Chact (lat Cova — Sub, ‘ect to tree ee qe re L uP 09-06 6 e Sy be Pedeored an 1) Tresor) to be Pale cled dure cars, nal INECEIVE | City of Port Townsend FEB 25 2010 Development Services Department 250 Madison Street, Suite 3 CITY OF PORT TOWNSEND Port Townsend WA 98368 bsp 360-379-5095 Fax 360-344-4619 REVISION TO BUILDING PERMIT #@(9 (C~Cc\Q Revision # \ A ' : , OWNER: L_cheU Cyla wT SITE ADDRESS: SA4 A= Total Value of Revision: $ A¢7> <— Impervious Surface Change? on es No Revisions require 2 sets of plans and a written scope of work that fully describes the proposed change plus any additional information that will be of assistance inissuing your revision. If your plans were stamped by a design professional, all revision submittals require a stamp with a wet signature. Be avare that changes to the existing approved plans may also require you to revise your original building permit application (lot coverage, impervious surface, structure square footage, etc.) and energy code documents (changing windows, heat source, etc.) to conform to your proposed changes. Scope of work: Pe a Oo» A= awe backs _& ue GE [ Cre CY US We Ren ly BAAS +15 Appl icant Signature ~ Date OFFICE USE ONLY: Submittal date: Two sets of plans for revision: Approval of engineer of record (if original plans engineered): 0 Yes 0 No 0 NA PA\DSD\Department Forms\Building Forms\Application-Revision.doc BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-019 Permit Type Residential - Single Family - New Project Name NEW SFR Site Address 523 POLK STREET Parcel # 989710703 Project Description NEW SFR Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Glast Lilianne (214) 536-9080 Owner Glast Lilianne (214) 536-9080 Contractor Dream City Homes Inc Pete Raab (360) 774-1219 CITY 6670 12/31/2010 Contractor Dream City Homes Inc Pete Raab (360) 774-1219 STATE DREAMCH942 12/04/2010 *** 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 of the owner. Print Name L \ ( ( On Ne I Qa S ia Date Issued: 02/09/2010 = Issued By: MWAY Signature \ ANWLN “8A Date oe A ‘ ( @) Date Expires: 08/08/2010 LN) BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-019 Permit Type Residential - Single Family - New Project Name NEWSFR Site Address 523 POLK STREET Parcel # 989710703 Project Description NEW SFR Fee Information Project Details Project Valuation $119,519.70 Dwellings — Type V Wood Frame 1,188 SQFT Phar Review Fea 718.74 Private Garages — Wood Frame 258 SQFT aie pone Fee - New Single 100.00 init: Heat Type: amy ; m ; ; Bedrooms: 3 Construction Type: V - B Mechanical Permit Fee per Dwelling 150.00 Ruhrcome: 2 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 1,105.75 State Building Code Council Fee 4.50 Technology Fee for Building Permit 22.12 Record Retention Fee for Building 10.00 Permit Site Address Fee 3.00 Total Fees $ 2,264.11 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 of the owner. Print Name _ Date Issued: 02/09/2010 Issued By: MWAY Signature = Date ; Date Expires: 08/08/2010 BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-019 Permit Type Residential - Single Family - New Project Name NEW SFR Site Address 523 POLK STREET Parcel # 989710703 Project Description NEW SFR Conditions 10. Property corner survey pins must be located at time of footing inspection to verify setbacks. 20. This property, Lot B of the Glast Short Plat, is subject to the short plat conditions which include compliance with Tree Conservation. 6 tree units are required to be planted or retained on the site. The site plan submitted with BLD10-019 indicates that 8 trees are to be retained, including a large tree on the southeast corner of the house. The tree conservation requirements are satisfied. Trees must be protected during construction. A tree conservation affadavit must be signed when the building permit is issued. 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 of the owner. Date Issued: 02/09/2010 Issued By: MWAY Signature _ Date Date Expires: 08/08/2010 Print Name _ Development Services 250 Madison Street, Suite 3 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 522 POLK STREET Addition: Permit # BLD10-© !9 Zoning: Block: Parcel# 189- 1/0-702 (nearest) Lot (s):_GLAST Associated Permits: SDPOF=0SZ— Project Description: New Single Family Residence, wood framed construction with attached garage 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. _, Property Owner/Applicant: Name: _Lilianne Glast Address: P.O. Box /I4/1G8| City/StZip: Irvin cw TX Phone: Email:_ZI¢ - 53-9080 Contact/Representative: Name: TAMAZA HALLIGAN, ARCH. Phone: 3G@0 - 385 - 2028 Email: halliqgan@ olumpus net Contractor: O Same as Owner Name:_ DREAM CITY CONSTRUCT IdN Address: 827 LELAND VALLEY RD City/SUZip: QUILCENE, WA %38374 Phone: 3@0- 774. {219 — Email: State License #_DZEAMCHI42EDExp: lz /4/10 City Business License #___ G@@TO Building Information (square feet): 1" floor _| | ayd) Garage: 258 2"! floor _ (p40 Carport: 3" floor — Other: Basement Finished: W) ft Unfinished: Decks / Porches Covered: 70 Uncovered Heat Type: Electric____——~s Heat Pump x Other Total: #Bedrooms #Bathrooms_ 2 __ Size of lot G050 Square feet Total Lot Coverage (Building Footprint):* Square feet: l 440+70 % 25% Impervious Surface:* Square feet: [950 *Total existing & proposed Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: Project Valuation: $ 235 OOO.° What year was the structure built? If work includes demolition, see Page 2. Any known wetlands on the property? Y (N) Any steep slopes (>15%)? Y (N) | 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. PrintName: IAMARA HALLIGAN Signature: Tapa. Alalhgar— Date: JAN. 22. 10 Page 1 of 2 - 1/4/2010 -OVER- Receipt Number: BLD10-019 989710703 PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00 Total: $150.00 Total: $150.00 genpmtrreceipts Page 1 of 1 t JOB Cw ~~ Res. DAYLE B. HOUK COMPANY _—— 11704 TWO CREEKS ROAD NE DBR BAINBRIDGE ISLAND, WA 98110 CALCULATED BY. | (206) 842-5769 CHECKED BY SCALE WY o P “T Y Roe | 5 Sy DEAD. 5. AC WN Q X x = a aa a TRNES ES | DESl6v BY (MANUF RARevs: 2=\2! Z¥EQ24" oc. | <— iy “a | it = a n 4 r e pa d Oy a s w u O o < = aN ~— j 2x) o2 3 2 = = y \) Q. . wv oo Nd WV 9 ro he r e ) Ba ee) 5 lO 6. Ms beer A282 26" GMD a fe wth (2)2 3 7 i ia = 7 , 1 ee ot Ci p PORT FOWNSEND: ne Ary ws tik PRODUCT 204-1 (Single Sheets) 205-1 (Padded) / ; DAYLE B. HOUK —- COMPANY JOB gs 11704 TWO CREEKS ROAD NE sneer ne. oF BAINBRIDGE ISLAND, WA 98110 CALCULATED BY. DATE (206) 842-5769 CHECKED BY DATE Zyy Frock. AO PoE a= 1O_ PoE Det OO..PT-.. josts: aie Ne" 7A slo's @ Jo! oe. Beame: Isle wea kb Ve aa® M= 22:0 ete 6 Jax Ze Poh "= G7 n't Heapers: J=-4' weh2ult Vezat N= 2ebk-tt (2)2xI Qe 3! No. &} A V= )2* , M= ay-tt (2)2x8 YeQ ve 220p)> Y= ).oF | : me 22vtr AXIO = TAS yt i flee pt Maw Fiok: AOP F UNE 10 Yee DEA. on) on ne osts: FIO 2x80 Ilo Bears: Gb. W=40pet ve 13" Ma Ale A x Te Aq PRODUCT 204-1 (Single Sheets) 205-1 (Padded) . e_(Le Kes DAYLE B. HOUK COMPANY Seas eal - Z BAINBRIDGE ISLAND, WA 98110 cnciuateosy_—_DB 1 one 1204 (206) 842-5769 CHECKED BY. DATE Dddress aras & shvucbre which ao mt weet the _prolsions ch the Goose RO. fbr prescriptive \ teal system - ie IZ SRR 36 264\=4,5' Methed 3 ib: 4 ZE ( 2570) a“ fla Methd -) ab | ge 24) 435) Je (Ach) - GA’ Merhed & z2 & 2'( 25% \.2)= 26! Methee 2 i 2Ne, Pee WAS AET ? IFC PERK live Root y\ETHUD le’ LA —_2llan\= 6.6' Method 2 oy. EE eS R)Z IBA Met Wd 2 do J) ae I @sw iy / : 32' (5B) = |b Neth ZS OLY (a) | gh .. —_ || uy (3%) Vi wg GeV, ard 1@ 1290) (82)= 5. Methed = ON Lihebl OT We | 22 1e(Gb med = 75" Methed 2 OR —~\OC2P Lea) 220 Methed 7 23... | pene _|__ovew Ae ae (197) L. sent vo oo = = —_ Wa}. DESIGN OREAR. WAS PER. Jol IBC, Amp.Ie.. Pt WE wt 5 PH. EXP BB am (4) av Tg L ne _ our 1D PSF Z A | — Wills. 102 2F Sesmic:.. ome cm D. KGS Foi Class...D By = OP ©,12B Wp PRODUCT 204-1 (Single Sheets) 205-1 (Padded) \\ JOB DAYLE B. HOUK COMPANY sutetNO or Ss 11704 TWO CREEKS ROAD NE BAINBRIDGE ISLAND, WA 98110 CALCULATED BY. DATE (206) 842-5769 CHECKED BY. DATE SCALE Seemie. 12 Lie) (5 ee) = 226 £)/2(1\|2) pot =_.6 ke. Le) > 4" fe) _GBLIAN ibpat + Vanek) = 152k . Bit Foals (ioper) =4t Ae Lie) 7 a2" _ Wht... i+Bi_ 4” 1 (lo2pet, - 27° Ve é (22'- Ze) hervst)= 294 ere pet) + “2 (lorpet) |22' = a." 10 pet) +/17-Fe Ying) 228 pdt ae ale: 25° ae = 2,2) y = 2. yt B v © (ww) [29%4 2172 = i/o ep 2p Wz C7 A i ne | og é ae C1/B' = Alo op De 7 | fe Reve = 75 7 Cy At ya a in aa ae 2b a ee on HVA W/ S8TB | le ¥ © (seme) (ate 32*) 2188/74 alae) = I Re wi e e | IA > a! 5 3° caaeumsias tec 8 srspeceaw se stscee Lace eeass dean eeatcaly aaaiaeaet a cuveasten ened wvascea cba bs tase RaSTANEa Eb SUaaRRLE Laataigtaness oneneniU eas pomerVatNial aacnmn arntoec oaaTTcaATeR Daw cbenereaeeNNIe RoE im fo Web OWNS has HBV2 w) seTR a” PRODUCT 204-1 (Single Sheets) 205-1 (Padded) JOB DAYLE B. HOUK COMPANY cute No 5 on 11704 TWO CREEKS ROAD NE : BAINBRIDGE ISLAND, WA 98110 CALCULATED BY. DATE (206) 842-5769 CHECKED BY DATE SCALE / ; | ; ‘\ 4 © _(mwo). 6.25 25et/a't3 = 425 pt Nits b pit 42. Check opsme pate ae RB ois) ap 7 227 et oy 1.28% aw 4 @ toy! ' ‘a ' bh \ : : ca a4 v3 Hp w/ ssT@l¢ PRODUCT 204-1 (Single Sheets) 205-1 (Padded) raced Wall Panels (200€ ‘C) A\ Plywood braced wall panel at 1 & 2 story buildings. 1/2” CDX plywood one side (block all plywood panel edges) nailed with 6d nails at 6’o.c. at all panel edges, 6”0.c. into sole plates, 6”0.c. into top plate and 12”0.c. intermediate studs. No holdowns required. Maximum wall height is 10’-0”, u.n.o. NOTE: At exterior wall lines provide plywood wall sheathing per 1 on all sheathable wall areas, including areas above and below openings. A 32” minimum alternate plywood braced wall panel at 1-story buildings. 1/2” CDX plywood one side (block all plywood panel edges) nailed with 8d nails at 6”o.c. at all panel edges, 6”o.c. into sole plates, 6’o.c. into top plate and 12’0.c. intermediate studs. Provide minimum 2 anchor bolts at each panel placed at panel quarter points and STHD10/10RJ OR HDU2 holdown with SSTB14 anchor blot at 8” concrete walls (min. 1800 Ib. uplift) installed per the manufacturers specifications at each end of panel. Provide continuous foundation with minimum of 1-#4 rebar top and bottom for full length of wall line (do not stop footings at garage door openings). Maximum wall height is 10’-0”, u.n.o. AY 32° minimum alternate plywood braced wall panel at 1st floor of two story buildings. 1/2” CDX plywood each side (block all plywood panel edges) nailed with 8d nails at 6’o.c. at all panel edges, 6”o.c. into sole plates, 6”o.c. into top plate and 12”0.c. intermediate studs. Provide minimum 3 anchor bolts at each panel placed at panel fifth points and hdu4 holdown with SSTB16 anchor bolt at 8” concrete walls (min. 3000 Ib. uplift) installed per the manufacturers specifications at each end of panel. Provide continuous foundation with minimum of 1-#4 rebar top and bottom for full length of wall line (do not stop footings at garage door openings). Maximum wall height is 10’-0”, u.n.o. 48” minimum GWB interior braced wall panel at 1 & 2 story buildings. 1/2” GWB each side (block all panel edges) attached with 5d cooler, wallboard nails, or No. 6 x 1%” screws at 7’o.c. to all studs and blocking, 7’0.c. into sole plates, 7’o.c. into top plate. No holdowns required. Maximum wall height is 10’-0"u.n.o. A\ 96” minimum GWB interior braced wall panel at 1.& 2 story buildings. 1/2” GWB one side (block all. | panel edges) attached with 5d cooler, wallboard nails, or No. 6 x 1%” screws at 7’o.c. to all studs and blocking, 7”o.c. into sole plates, 7”o.c. into top plate. No holdowns required. Maximum wall height is 10’-0”, u.n.o. A\ 16” minimum alternate plywood braced wall panel at 1-story buildings. 1/2” CDX plywood one side (block all plywood panel edges) nailed with 8d nails in accordance with attached figure R602. 10.6.2. The wall plywood shall extend up over the header and be nailed in accordance with figure R602.10.6.2. The header shall extend between the inside faces of the first full-length outer studs of each panel. A vertical ST2215 strap shall fasten the header to the inner studs on the inside face. Provide minimum (1) 5/8” anchor bolt at each panel. placed at panel center point and STHD14 holdown (min. 4200 Ib. uplift) installed per the manufacturers specifications at each end of panel. Where a panel is located on one side of the opening, the header shall extend between the inside face of the first full-length stud of the panel and the bearing studs at the other end of the opening. A vertical ST2215 strap shall fasten the header to the bearing studs. The bearing studs shall have a STHD8 holdown strap. Provide continuous foundation with minimum of 1-#4 rebar top and bottom for full length of wall line. At garage door openings do not stop footing and provide a turned down slab edge reinforced with minimum of 1-#4 rebar top and bottom. This reinforcement shall be lapped not less than 15 inches with the reinforcement required in the continuous foundation located at each side of the door opening. Maximum wall height is 10’-0”. 24" minimum alternate plywood braced wall panel at 1st floor of two story buildings. See braced wall panel 6 for additional information. ~ Shear Wall Schedule’ ?° Sheathing Attachment.to Top Plate Attachment of Bottom Plate Mark and Non-Brg. Wall Bearing Wall Facenailing @ Anchor Bolts Nailing‘ Rim/Joist to Top Blocking Rim/Joist, Blk’g or | @ Foundation® Plate . Top Plate SW1 | 1/2” ply. one side | A385orLTP4one |A35orLTP4one_ | 16d @ 8’0.c. 5/8” diam. wi 8d @ 6’0.c. side @ 16” 0.c. side @ 16” o.c. @ 48’0.c. SW2_ | 1/2” ply. one side | A35orLTP4 one |A35orLTP4one_ | 16d @ 6’o.c. 5/8” diam. w/ 8d @ 4’0.c. side @ 16” o.c. side @ 16” o.c. @ 48’0.c. ‘Block all plywood panel edges. “Provide panel edge nailing for full height of all double studs and columns with holdowns. ‘Nail plywood to intermediate studs with 10d’s @ 12’0.c. ‘Nailing along plywood panel edges (panel edge nailing). ‘Use BP5/8 bearing plate as washers at anchor bolts Tamara Halligan, Architect p.c. , CITY OF PORT TOWNSEND 1341 48" St. DSD Port Townsend, WA 98368 360 . 385 . 2628 February 25, 2010 City of Port Townsend Development Services Department 250 Madison St. Suite 3 Port Townsend, WA To Whom It May Concern: Attached are IB 8.5” x 11” pages of alterations to the Lilianne Glast residence site address 523 Polk St. The permitted plans are dated 1-22-10, the addendum A is dated 2- 17-10 and all changed from the permitted plans are shown bubbled. Any structural changes have been done so with the advice and input of engineer Dayle B. Houk, PE 206 . 842 . 5769. The changes are mostly clarifications and construction type modifications i.e. continuous footing slab rather than pads, The exterior footprint or roof print of the residence has not been modified. Sincerely, Tamara Halligan 9075 \ eccistERED ARCHITECT - Mh Ll. TAMARA DEE H STATE OF WASHINGTON v we YP. ? & es ‘Q in A-3 5O - 9 b e = 2 " a Eom t a cr YY c ofr. NW wYEs = 4 D EO ZY me it CE ERE C5 4: Acraen Se POPE tniglh low ( FOOTING | (ea Balk tol lo" Bich | , Gj E4 Dake EAHA. ) ( Use PETAL w/A-4# 1 i 4 A Ker ~~ | BY nee | “NOTE! |F BUILDEE 4 .: tz / CHOOSES TO We FOUND 4 | x STEM WALL, KEPLACE | go Ad DETAIL S/p-e a/ VA f = ~ = w ( _2IM.@ GRRAGE A ja" ha S| ae Da a JN S ~~ ® < Z | QF ZW jaw D=”N yrd¢ io Notes: i = ies |) REFER TO ARCHITECT <ve rs = : @, CAUTION'- PRIOR TO POURING CONCRETE FOOTINGS ® VERIFY CONCRETE STEM | Z& WALL HAS ADEGUATE ie = HEIGHT 12 ACCOMMODATE x S5TB HOLDOWN ANCHOR ae BOLT LENGTH, IF NOT, ZoNtacT. ENGINEER (Sy > | Jd NS —_ — i r : at aa af t e ait 2a ® . - =o Z°Z2x ST | welt Oe =p ee xe POST \* 1a ) Bh. DIA THREADED SEimpcon 2 -f La SNEHOR BOLT we Se: (ep | ue a a cn ae ae _ ie Ve COUPLER an = iw B+) | } ee i wf 2K STUDS W/ | EE THREADED Kob s | ey Ea ee D 10 SET BIO, 3 Tr 207 W/ CNAYS - {th Le NUT. (41908) eve. TT a 1-2xX STUDS H/} che we, ANCHO ‘ok 3 G2> #) - l ET 2-2% STUDS ) | fy rye BI@L = Bm £ve9q! 1A | “|. . BOLT 4I40*) Q an lie Ink es YF | - | —= > =e Aa voy ow AB OLew Oa GL w Oars 4 “ WA =10%0" Jol" i) 1 52 - 9 GO 0 + o " c _ |p GARAGE : | |) S28 Cone, alae 1 ~~~ Hl" ON GRADE >’ ALL ®ROUND | = L12" THICK FOOTING : 2xioe) | IT) | W/ #4 @ 4" 0.2. ROR : Me yes EA. HAY, BOTTOM / lo - o y } | — EAL or ee O|ne B-s'R.0. ~| hd - - FeEUNDATION FP La aio! Va” MAIN FLOOR FRAM | - or -_ if + : AD ee /( 22 ae le'-o" “Jey #4 CRAWL SPACE Aces 2' - o ” a ’ é ao * - .4 ro l ee o = 4 . ‘ a fe 4 / _ ey 8 i ; hen _ i 2 a 1 aa tbo, : fe a t ? 4 = "7 (eer L, i= 2X(0'a| le "0.0. |: a Sa \ — Sy pa |4 a l s C I sae Senta Sees Zx109,@ Ib"ou, \\_ Tea e 1 e < | ue -l = We ( ‘a \ J ] i y ‘| 7} a] = AOLILNOD 7 #< a ee ~ 10g “LNOO RF (2) azIs aca C) a Woo} so Na|llo2aaid y'7'9 a1 © | 44 — ‘Naz “'ZidoH Q Ov Uf Ys 4g /M Nw HN? ON “29,07 © ZIG ¥.- go iY /4 4 NO LWwWANnesa @ sa@> NOYloAs > | io nw a p= f IN b ~N 3 ™ , he pert 4is|OfF a y- A davod Wis < / ; Hy ; / fA q 7 bs \ . \ \ at — > AyvAilLona ? (T6 av @. “rT f aE . BAL Ina en, VN — ae | | ted AL ALA apni A \Od@ G'02. iSOLID BLOCKING 1 ) / iy -219@ Io" Ig" 0.0. oe Ax4 + POST W/ FPB444 SEE SHA no Se, {OO AAR ip 4 A, BOLTS @ AD" 0.0. SS y; ly Saw #4 BARS CONT, BOTTOM sf#etiow @ BEARING (0. “Ya = [ia “ae EXT, S.0.G- WHERE SHOWN ON PLANS BENT Gl AB . ~LA i im ee Pe Be ; y oN a = vy NNN os Y xD CUA Go i, ‘ } DOTS LAG! 2.0. Pa , — UNF ON PLANS = hz | IASHERS / =< z | | , WASHE < Z, Zz S77 rh Ne sper panoee ) | SE - Zz mi Z) | PER STKUCTUPAL \ x ab 4 Note? LZ ¥/Z " \ =p] = = Le) | ‘ _ \ YS = 8 ‘ | : (6) FOR REINE | Xt ’ < ; ———* AN ,, 7 Py . é K \ K WIRY RY / ( (4 SECTION! @ &' FOUNDATIOT ) - At y og: \'-oO" } hs ee / 4 yar | () A Rae —— atl ee ee Pexw ° » . om. as Sie _ OI WSN NINN ION / a ! ae ae RIM BOARD — / WIDE W/ Ye % —————— ae / K. BOLE C4AB'O0. | e yosta | / U.N, ON FANS Wi “NOTED ON }> / BP BO =f SNES ( ols HANGERS y _ W/ B'4 / . PER STRUCTURAL < AS @ 49" ff OTES Pe N.0,O9N / “giz * | / > W/ \ a *Y BRWASHER 7 YB P. CONT,, TOF fo a S ‘| SEE (1) FOR . , r 2is Y REINF. / RIZ., CONT, » = | ” C, / “9 a Z | - =“ + RG 7 > ERT.@ . / 2 YY , VOID / - ALT, ( a , ° 7 TION OF f —— | , ! ( MISH ma ~z L ~ / ri @"' 148 ! ONT, BOT. : / 4" con 4 2) IoN @ FOUNDATION z ['-O \ ~ fa = flo" qe a Ne ALA a CONT FIM BoARD WALL 7 z j ll oll 14 QTATE JOISTS X3/2@2 OC. WHERE NOTEDON H PLAN 4) FOR 2k@ i —A, BOLTS CAB 2.0, | nie —~ LN, ON PLANS aa =z | SE Pi Dro Age 1 4S (cont, or ¢ RENE 3 Ss) & #4 HORIZ, c E&Y. 2-6 TA, @ a DS. enh 16 rLt.. © GR IM (, MUST _-& MIN, OF [ua 1 ef 4/ MIN 4p “ (2 ~ 84 Cian a . o' OO. | y ra | s f. a LAE ty f _ LS T ab | \|\ i a Cue, 4S6Ts | i —7 rin a we yale 2X FAPTERS Bo ¥ 12" on ; aw a= te TIS ; fae 7 @x FULL HEIGHT BLOCKING DRILL | FOR VENTING PER STRUCTURAL NOTES ——-—-~ EXTERIAKR WALL RDOF SECTION @ DINING AREA o WA = |-o" ( | EXT, SLAB ON GRADE A oy ¢ X SIDING, REFER ARCH U >T ( - j = ae \ roe FLASHING, REFER ARCH, ~ “ - i ra 4 NT. To? / i a ()#4 Toe 4 Bot y | —— ; 2OAN / “ks B MIN. Bids / _ #4 ,DEILL4 EFOXY SEINE i MIN. . Bs 8)! My oe GROUT 4" INTO CONC. Ly ——, STEM WALL s rd ‘ As( Me { | Fost (@ CONCRETE PATIO DETAIL _ Yas \-o" Ie | PE R M I T ! 12 2 - 1 0 | SH E E T a ae ee oe ee eS | Ya SEE oO) FoR FTERS LE y a - ef NAE ZE 4 JNFORMAT ION oo LE 7 240 SOFFIT ~ Za _ ete 1%' tule 3 LL f 2 ZND a | > tA \ | AL. / . , \ mens < £ LZ - C7 ND a ZIGHT an a, —_, | sy oe H2,9@ EACH oo LOY ONT AL NOTES RAFTER Axo BEAM (oz | . ( EXTEND GLB Fen { ALL { BiniN@ 2001) 9 / AREA. (i2) RoOF SECTION @ ENTRY PoRCH | 2/4 \\= |'-o!l > wily a We | TA M A R A HA L L I G AN | | Ve | Siz “LANDING - | CONC. 30" UK3? CASE, 1 4 ee C BACKSPLASH fo re Rou 1) 4 99 apace . epepe'| FANT RY Om | | ts, o INK 30" DWS S ly ~ COOKIE \A SHEETS ((08) . a ae WW DINING ROOM KITCHEN © [SAvS HOOD FLOORING QLAST Bes [, HALLIGAM, APCH A\ 2.17.10 |W A C L 1 O V E N { 4 30 "o o k To r ! | HO O P 4 | | FO N i a ee I~ re OD (oy 168 -_— | o a MuLeD | : gig! e Lol (Lal! . “coveRED = _ FoRCH conce) « os) SSTEPS DOWN -] | w a L =a |. = } = yee - = ty 9 ar 9 aN N UN 5 —— ; — 9 Tr = oO 3} GS a oN “Nt -\ N Go " @ ) | 2- @ " '' l l e —— — — F - + 8" BO O K S H E L F Buy. gale s N wl ENTERTAIN “CENTER 7 H o- LIVING 00M _ _WooD FLOORING G3 jr * | 5c) ate Ht pu iat ti ail Th TT SHEET A-G@ te Pics Mut LED A 16” Lg y 5'-6" \ Sip! “| oe . ia BOTTOM : Sf yh (Pid, a ee. psy HaLL PEL) VY te EY ANS | cone ease ly f + (a = To Avion ¢ A ; + / | + — —e s tt T a , 341g J ~ | gly Mint 7 46" Lage Ooty . — J > | N a — nf - OFFICE = ’ 22 x* CagreT ye! _! . 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Le W_ , it — | a es fae SOFFIT — > — Molsta @ ||“ | ~~ ea > x : 94 0. Z, (I y 4 = Ze _y —- 4 ss Le! I SEE A-S) (|| /2x10's Z Note #5 x \ | *ee7v2e7 a see A ~ d i Ta 4x® ww. | a _ C pe iz _ 7 ol & ¢ q | a. A fe (@x6 root } L Cree to an - [| TRusses @ | 24" 2< tA J 1 | oc nN S| ; = Ay ae RY < 8] 9 ~ ” ad a Se A -F Bi-oW y Giron [4 ae een t “H P T TE TOP OF WI Pa UNDER HE Te | Lf i | — reid - LAST FES T. HACL( GAN’ AREY el pot ADDEW DUN, A\ Dee Z2-/7:/0 SHEET A-/O il a- \b ft SLALE Yai'= ij 9" Aell’ 1D 2006 Washington State Energy Code - Prescriptive TABLE 6-1 PRESCRIPTIVE REQUIREMENTS” FOR GROUP R OCCUPANCY CLIMATE ZONE 1 lazing | ___Glazing U-Factor Door ® Vaulted Wall’? bh were | Slab® i ‘Area™ OF | Celling® | “24 Above Floor’ | on OPHOM | 9% of Floor | Vertical | Overhead” | U-Factor % | Ceiling? | Grade | Below | Below Grade Grade {| Grade L 10% 0.32 0.58 0.20 R-38 R-30 RI5 R-15 R-10 R-30 R-10 I.* 15% 0.35 0.58 0.20 R-38 R-30 R-2] R-21 R-10 R-30 R-16 ith 25% 0.40 0.58 0.20 R-38 / R-30/ R-21/ R-15 R-10 R-30 / R-10 Group R-1 U=0.031 | U=0.034 | U=0.057 =0.029 and R-2 Occupancies ra Only TV, Unlimited 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 Group R-3 and R-4 Occupancies Only Vv. Unlimited 0.35 0.58 0.20 R-38 / R-30/ R-21/ R-15 R-10 R-30/ R-10 Group R-! U=0.031 | U=0.034 | U=0.057 U=0.029 and R-2 Occupanctes Only * Reference Case 0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%, it shall comply with ail of the requirements of the 15% glazing option {or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted seated complying with note 3. 'Adv' denotes .... Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings where both (a) the distance e between the top of the ceiling and the underside of the roof sheathing is less than 12 inches and (b) there is a minimum 1-inch vented airspace above the. insulation. Other single rafter or joist vaulted ceilings shall comply with the “ceiling” requirements. This option is limited to 500 square feet of ceiling area for any one dwelling unit. , 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shali be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed © according to manufacturer's specifications. See Section 602.4. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. 8. This walt insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing. © 9. Doors, including all fire doors, shall be assigned default U-factors from Table 10-6C. 10. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be fess than or equal to that value. Overhead glazing with U-factor of U=0.40 or tess is not included in glazing area limitations. 11. Overhead glazing shall iave U-factors determined in accordance with NFRC 100 or as specified'in Section 502.1.5. 12. Log and solid timber walls with a minimum average thickness of 3.5” are exempt from this insulation requirement. Effective July 1, 2007 me , 2006 Edition City of Port Townsend Development Services Department 250Madison Street, Suite 3 Port Townsend, WA. 98368 (360)-379-5095: Fax: (360)344-469 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 ( HVAC Integrated Option If you chose “Exhaust Option,” complete the following: e Where is your whole house fan located (what room, etc.)?_ LAUNDRY e What size is the whole house exhaust fan? See table below: 2%/00 CFM 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 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 1501-2000 65 98 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 3875 = 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. 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? fM Window Port 0 Wall Port See next page C:\Documents and Settings\markp\Local Settings\Temporary Internet Files\Content.Outlook\YCFWUM82\Checklist-Indoor Air Quality .doc TYPE OF HEATING: e Electric: O Wall Heater Baseboard UO Electric Forced Air 0 Boiler e Non-Electric: 0 Propane O Oil Heat Bf 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: CO Plywood with exterior glue B4Poly plastic (greater than or equal to 4 millimeter thick) CBacked batts e Walls: OPoly plastic (greater than or equal to 4 millimeter thick) OFace-stapled, backed batts FALow-perm paint e Ceilings: CINot required where ventilation space averages greater than or equal to 12 inches above insulation CFace-stapled, backed batts OPoly plastic (greater than or equal to 4 millimeter thick) FALow-perm paint HEAT PUMP EFFICIENCY: As listed in the ARI directory, heat pump efficiency shall be met as follows: — DOSplit 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 O)Water source heat pump: COP greater than or equal to 3.8 OGround 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) OOther (as per Systems Analysis Qualification) C:\Documents and Settings\markp\Local Settings\Temporary Intemet Files\Content.Outlook\YCFWUM82\Checklist-Indoor Air Quality .doc RESIDENTIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new dwellings, additions, remodels, and garages. wt Residential permit application. @ Washington State Energy & Ventilation Code forms oe — O Two (2) sets of plans with North arrow and scaled, no smaller than %” = 1 foot: OA site plan showing: A\. Legal description and parcel number (or tax number), /2. Property lines and dimensions Setbacks from all sides of the proposed structure to the property lines in accordance with a pinned boundary line survey _A-_ On-site parking and driveway with dimensions < If creating new impervious surfaces, indicate measures utilized to retain stormwater on-site &. Street names and any easements or vacations ~ Location and diameter of existing trees 8. _ Utility lines A. \f applicable, existing or proposed septic system location 40: Delineated critical areas boundaries and buffers 0 Foundation plan: _A. Footings and foundation walls 2° Post and beam sizes and spans 3 Floor joist size and layout 4¢ Holdowns 5- Foundation venting Oo Floor pen <_Room use and dimensions 2< Braced wall panel locations 3. Smoke detector locations A. 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: _A. Footing size, reinforcement, depth below grade Foundation wall, height, width, reinforcement, anchor bolts, and washers Floor joist size and spacing Wall stud size and spacing Header size and spans Wall sheathing, weather resistant barrier, and siding material Sheet rock and insulation Rafters, ceiling joists, trusses, with blocking and positive connections -9. Ceiling height +0. Roof sheathing, roofing material, roof pitch, attic ventilation CY Exterior elevations (all four) with existing slope of the land in relation to all proposed structures Gf architecturally designed, one set of plans must have an original signature If engineered, one set of plans must have one original signature For new dwelling construction, Street & Utility or Minor Improvement application © HA R A D A RO K 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 - 1/4/2010 -OVER- Receipt Number: 10- BLD10-019 989710703 Plan Review Fee $718.74 $718.74 $0.00 BLD10-019 989710703 Energy Code Fee - New Single Family ! $100.00 $100.00 $0.00 BLD10-019 989710703 Mechanical Permit Fee per Dwelling U! $150.00 $150.00 $0.00 BLD10-019 989710703 Plumbing Permit Fee per Dwelling Uni $150.00 $150.00 $0.00 BLD10-019 989710703 PLAN REVIEW REFUND 150 -$150.00 -$150.00 $0.00 BLD10-019 989710703 Building Permit Fee $1,105.75 $1,105.75 $0.00 BLD10-019 989710703 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-019 989710703 Technology Fee for Building Permit $22.12 $22.12 $0.00 BLD10-019 989710703 Record Retention Fee for Building Per $10.00 $10.00 $0.00 BLD10-019 989710703 Site Address Fee $3.00 $3.00 $0.00 Total: $2,114.11 10-0091 01/25/2010 PLAN REVIEW DEPOSIT 150 $150.00 BLD10-019 “$2,114.11 Total: $2,114.11 001223 genpmtrreceipts Page 1 of 1