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HomeMy WebLinkAboutBLD10-055City of Port Townsend Development Services Department Correction Notice PERMIT NUMBER 1>L\\/0 -05S OWNER _ JOB LOCATION | 2072 (JAS#OGOK/ Inspection of this structure has found the following violations: <—— fa = an (®ABTCTION KEQU:REX Os (AAV Sieaic Wh th NAIL IWG PpPIOUE, BY ENGINERIZ 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. cr 7 Date SSA/: <0/O specter Kec x (# Lo ie DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 | THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-055 Permit Type Residential - Addition/Remodel Project Name —_ Addition / Remodel Site Address 1707 WASHINGTON ST Parcel # 957303202 Project Description Addition / Remodel Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Packard Daniel W Owner Packard Daniel W Contractor Soule Woodworking & Jake Soule Q- CITY 006689 12/31/2010 Const. Contractor - Soule Woodworking & Jake Soule Q- STATE SOULEWC935. 04/13/2011 Const. Fee Information Project Details Project Valuation $70,045.12 Dwellings — Type V Wood Frame 736 SQFT Plan Review Fee 513.99 Units: Heat Type: OIL PLAN REVIEW DEPOSIT 150 150.00 Bedrooms: 2 Construction Type: V - B PLAN REVIEW REFUND 150 -150.00 Bathrooms: 1 Occupancy Type: R-3 Building Permit Fee 790.75 State Building Code Council Fee 4.50 Technology Fee for Building Permit 15.82 Record Retention Fee for Building 10.00 Permit Total Fees $ 1,335.06 Conditions 10. Property corner survey pins must be located at time of footing inspection to verify setbacks. *** 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 Daw eo ( Gy) Cae \4 20 Date Issued: 03/22/2010 \ Maete Issued By: MWAY ree het _._—s— Date _7%4 Pd x va /O Date Expires: 09/18/2010 Signature ea CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 POST THIS CARD IN A SAFE, CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCEL NO. 957303202 PERMIT NO. BLD10-055 ISSUED DATE 03/22/2010 EXPIRATION DATE 09/18/2010 ADDRESS 1707 WASHINGTON ST CONSTRUCTION TYPE V-B OCCUPANT LOAD OWNER PACKARD DANIEL W PROJECT DESCRIPTION Addition / Remodel CONTRACTOR SOULE WOODWORKING & CONST. LENDER INSPECTION INSP JATE COMMENT INSPECTION INSP JATE COMMENT SETBACKS SURVEY PIN|4—> 13%, /] 7 FOOTING fe [52/7 , MeSeok Rec @/i1/ (6 FOUNDATIONWALL [Kied eW/S0 WS VF ELZ Glove FOUNDATION DRAIN 40/|We/tvo ” FLOOR FRAMING Kidd 4/5/4070 Extoten Shear Un Ride Yad FRAMING VY Ylbhe wtedioe Slugac rad Rade 7-3-1 PLUMBING i HE MECHANICAL ms | Mu SHEAR WALL Kis | AA . ~ pb _ae WALCS INSULATION md | VA cwonrdy POON insgletcon ad CEILING- GWB qh Velo CaN Iho CO Bho ROOF NAILING Mi “We MISCELLANEOUS wk [WG Bek Rowe FINAL BUILDING wk Wy 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 PERMIT ACTIVITY LOG PERMIT # BLD \0~0 SS DATE RECEIVED © 2- ©8-2010 SCOPE OF WORK: Bd dion DATE ACTION INITIALS 3- «710 ENTERED INTO CHET MW 2~S=1'0 CHECKED FOR COMPLETENESS Wye) B31(7AD Plaw vevien> complete BES Zoning: R~\\ Setbacks OK? 40s Lot Size: Vit Ke : Building Size: main eXiShep [22] + 4a; = 1659 = IS*% Lot Coverage: Tote) adihas —~ €o2 +12 = 2623 = — FAR OK? ¥es- 42.5% allowed B- 11,400 Ca FF apis Height OK? raul Max — measuctd tn CP afige height of hokakd pablo at Parking OK? ,, 2a RISK . 4 Critical Area? / Vd Sasmuc¢ Aughhe tp_seuth 15.) Demo? WR WI Ad OWE, SAL let, Historic Rev? ot s DS he e nN ii » Ker Joha Notice to Title? Lots of Record? No No- Oe - Y Jo o Wo o l Ai p u n e | ul uo e ; n s u ] Lo - y sj j e m Wo o d s Ai p u n e | ul uo l e j n s u | ‘€ L O L Z L Od ! Ja d se pa y i n b a s je a o u d d e su a e u l b u g “‘ p e a o i d d e pu n o s b sa y , ab e g QN a d dd V dd V 01 0 2 / S 0 / 8 0 OL O Z / E L / Z 0 01 0 2 / € 0 / 8 0 01 0 2 / 9 0 / S 0 01 0 2 / 7 0 / S O 01 0 2 / 2 0 / 8 0 01 0 2 / 2 1 / 9 0 01 0 2 / 8 0 / 7 0 01 0 2 / 8 0 / 7 0 01 0 2 / S 0 / 7 0 OL O Z / L E / E 0 OL 0 2 / L € e / E 0 2 Ko u e d n o 9 0 jo a} e o y i p e a 9 / uo l o e d s u } Hu l j i e u pu e o g jj e m wi n s d A s uo l o a d s u | Bu r j l e u pu e o g je m wi n s d k g uo n e | n s u | 2M Je a y s - Bu i p y i n g We m Je a y s - Bu i p i n g 1d - AM - Bu i q u i n i g uo l o e d s u ) Bu l w e s y - Bu i p j i n g uo l o e d s u | Hu l w e s 4 10 0 } 4 - Bu i p j i n g ab e u l e i p uo l e p u n o 4 EM Uo R e p u n o , - Bu l p y i n g uo l j o a d s u y Bu l j o o 4 - Bu i p j i n g su i d Ae v i n s yB n o s u } Pd y a A Uu o } O a d s u | yO e q \ a s ss 0 - 0 l 0 1 a Al o j } S I H uo l } D e d s u y ] O dO 9/ 9 0 1 4 TW N I S aM o aM o NO I L V I N S N I TI V M YV A H S TI V M YV A H S ON I S W I N 1d ON I N Wa s ON I N V a S A Yy O O T s d NI V Y d N OI L V O N N O 4 TI V M N OI L V O N N O 4 A ON I L O O S A SN i d AA A Y N S SM O V E L A S # uo n e o d d y B} 0 | S pe l s B} 0 | S pe l s 2J 0 | S pe l 4 Jo j A e | Or y Jo j A e | Yo r BJ O | S pe l 4 Jo j A e | yo r Jo j A e | yo r Jo v e ] yO r y Jo j A e } yo r y 2} 0 | S pe l s LS NO L O N I H S V M ZO Z / JS p o w s y Y / UO I I P P Y ys i y j o o d s u j w d u e b cO C E O E L S E Wa t e r Wa s t e Wa t e r St o r m Wa t e r li n c h = 40 fe e t yo u r | PY Ob FO T N Uu a O I S JI E SE A L Development Services » 250 Madison Street, ‘Suite oe ie Port Townsend WA 98368 ws ‘Phone 360- -379-5095.. Residential Building Permit Application Project Address: Legal Description (or Tax#) | (10 Wessling ton Street] Addition: Hastings Lst | a6 Zoning: _ R2 ~ Block: Block 22 Parcel# GS") 303 202 Lot (s): 4 all Fast lO fee Also westerly hall of vacated rrr ee “Cowouw street Tie Applications by mail must include a check for initial plan review fee of $150 for projects valued over $15,000. See Page 2 for details on plan submittal requirements. Property Owner/Applicant:_ Name: _Daw)2\ Packovd + Ellen lak’ Address: \‘|Q*] Washinton Creel city/svzip: Pact Yowwsena WA 993 Phone: Email: 3°19 -45 3°] packaval @aly pet Contact/Representative: Name: Phone: Email: ao +. a c oii Address: _$ : af City/St/Zip: Sal 4 ot Wf GBF Phone: __ $60 - 643-35 3O Email: Sev RIC yee r( -C OHA State License #: SOULE WC GXS.\i Exp: Y// 3/ Uf City Business License #: COL bg4 Building Information (square feet): 1* floor 434 Garage: 2™ floor 2%6 Carport: Wy 3" floor__1% Other: UA ‘aa Basement Finished: Nf Unfinished: N f\ Decks / Porches Covered: Uncovered Heat Type: Ln nace foro od aa Electric Heat Pump Other_ ©: #Bathrooms A Total: #Bedrooms =. Size of lot \\ (Sh 4 Square feet Total Lot Coverage (Building Footprint):* Square feet: | % Impervious Surface:* Square feet: *Total existing & proposed Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: No lender aor $44 226. What year was the structure built? _| 4 25 If work includes demolition, see Page 2. Any known wetlands on the property? Y(N) Pre weet Valy a io) Any steep slopes (>15%)? Y (N) I Beery 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. Page 1 of 2 - 10/7/2009 Date: 3) X Z 2OLD -OVER- 4 IR RESIDENTIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new dwellings, additions, remodels, and garages. 0 Residential permit application. 0 Washington State Energy & Ventilation Code forms 0 Two (2) sets of plans with North arrow and scaled, no smaller than %” = 1 foot: OA site plan showing: 1. Legal description and parcel number (or tax number), 2. Property lines and dimensions 3. Setbacks from all sides of the proposed structure to the property lines in accordance with a pinned boundary line survey 4. On-site parking and driveway with dimensions 5. If creating new impervious surfaces, indicate measures utilized to retain stormwater on-site 6. Street names and any easements or vacations 7. Location and diameter of existing trees 8. Utility lines 9. If applicable, existing or proposed septic system location 10. Delineated critical areas boundaries and buffers 0 Foundation plan: 1. Footings and foundation walls 2. Post and beam sizes and spans 3. Floor joist size and layout 4. Holdowns 5. Foundation venting 0 Floor plan: 1. Room use and dimensions 2. Braced wall panel locations 3. Smoke detector locations 4. Attic access 5. Plumbing and mechanical fixtures 6. Occupancy separation between dwelling and garage (if applicable) 7. Window, skylight, and door locations, including escape windows and safety glazing 0 Wall section: 1. Footing size, reinforcement, depth below grade 2. Foundation wall, height, width, reinforcement, anchor bolts, and washers 3. Floor joist size and spacing 4. Wall stud size and spacing 5. Header size and spans 6. Wall sheathing, weather resistant barrier, and siding material 7. Sheet rock and insulation 8. Rafters, ceiling joists, trusses, with blocking and positive connections 9. Ceiling height 10. Roof sheathing, roofing material, roof pitch, attic ventilation 0 Exterior elevations (all four) with existing slope of the land in relation to all proposed structures 0 If architecturally designed, one set of plans must have an original signature 0 If engineered, one set of plans must have one original signature 0 For new dwelling construction, Street & Utility or Minor Improvement application If you are proposing partial or full demolition of a structure that is at least 50 years old, per Ordinance 2969 Historic Preservation Committee (HPC) review is required. If within the National Historic Landmark district: $58.00 for full committee review. If outside the National Historic Landmark district and not on the Historic Register: no fee for HPC Administrative review. Complete HPC Form. Partial demolition includes exterior demolition for additions and remodels. Page 2 of 2 - 10/7/2009 -OVER- Ie by ic | VW I | City of Port Townsend MAR -8 2010 1) Development Services Department 250Madison Street, Suite 3 nner Port Townsend, WA. 98368 CITY OF je iat (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: 0 Exhaust Option Pfuvac Integrated Option If you chose “Exhaust Option,” complete the following: e Where is your whole house fan located (what room, etc.)? e@ What size is the whole house exhaust fan? See table below: Floor Bedrooms Area, ft2 | 2 or less 3 4 5 6 Ts 8 Min Max Min Max Min Max Min Max Min Max Min Max Min Max < 500 SOE GN 65 98 80 120 O51) 14S! SINO F650) 125). E88 140 210 501 -1000 SHS aSs 10.105 85 128 100): 1505) VS 173 130. 19S 145 218 1001-1500 60 90 TS AS 90 135 105 S85) AZO a TOE Sa 205 150) 225 1501-2000 65° 98 80 120 95 143 LEO) 165.) 125 el BR TAD roto 1550233 2001-2500 TO: OS 85 128 100 150 1ESH) GEIS 3) ch SO ee PO Se Ae 160 240 2501-3000 Pode & iS) 905135 105 158 120i; 2 ESO8 MSS 2OS8e SO e225 165 248 3001-3500 80 =120 95 143 110 165 VIS EBS) AAO 21s N55 5238 W010 255 3501-4000 Bos 100 150 115 173 B30 TOS 14S 218 60 e240 P75) 2263 4001-5000 95 143 110 165 125 188 1AG)) 20033 Too 2330 OR e255 185 278 5001-6000 105 158 120 180 135 203 150) 5225 165) 2486" 18012270 195.5:,295 6001-7000 115 173 1302195 145 218 160). 240). 175). 2635 1907-285 205 308 7001-8000 125 188 140 210 155235 170) 255) 185° 278-* 200° < 300 QS) 325 8001-9000 135 203 150 225 165 248 TSO] 270) Par 205) 210s aS 2251 338 >9000 145 218 160 240 175 263 1903) 285) 2057308.) 2205), 350 245) | Soo *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? CO) Window Port O Wall Port See next page TYPE OF HEATING: e Electric: (J Wall Heater Baseboard UI Electric Forced Air 0 Boiler e Non-Electric: (1) Propane woil Heat 0 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: Plywood with exterior glue OPoly plastic (greater than or equal to 4 millimeter thick) OBacked batts e Walls: OPoly plastic (greater than or equal to 4 millimeter thick) CFace-stapled, backed batts w-perm paint e Ceilings: CNot required where ventilation space averages greater than or equal to 12 inches above insulation OFace-stapled, backed batts OPoly plastic (greater than or equal to 4 millimeter thick) w-perm paint HEAT PUMP EFFICIENCY: As listed in the ARI directory, heat pump efficiency shall be met as follows: OSplit system, air source heat pump: HSPF greater than or equal to 6.8; COP greater than or equal to 3.0 OSingle package, air source heat pump: HSPF greater than or equal to 6.6; COP greater than or equal to 3.0 OWater 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: AMGreater 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) Contractors or Tradespeople ~ ail Contractors or Tradespeople Detail Return to List> StartaNewSearch> Printer friendly Verify Workers' Comp Premium Status Check for Dept. of Revenue Account About General/Specialty Contractor Page 1 of 2 A business registered as a construction contractor with L&l to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Soule Woodworking & Const UBI No. i) 602692627 Name Inc P Status Aj Active Phone No. (360) 643-3530 License No. SOULEWC935JL Address 40 E Arden License Type i) Construction Contractor -+~ Suite/Apt. -” od 4 City Port Hadlock Effective Date 4/13/2007 a State Wa Expiration Date 4/13/2011 Zip 98339 Suspend Date Re) County Jefferson Specialty 1 ¥ General Business Type Corporation Specialty 2 dy Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Expiration Status u ¥F ° id e Y Date Date ; Cabinet Soule Construction : . SOULEW*975NF . And Carpentry/Framing 8/6/2003 8/6/2007 Expired ~~~ Woodworking Contractor Millwork illw f=: Business Owner Information f= Hide All Name Role Effective Date Expiration Date Soule, Jacob President 04/13/2007 |= Bond Information a Bond ; ae . : Bond Account Effective Expiration Impaired Bond Received Bond Company Cancel Date Number Date Date Date Amount Date Name Until 2 COLONIAL AM 1PM4075418 03/14/2008 é tled $12,000.00 03/31/2008 CAS & SURETY ee https://fortress.wa.gov/Ini/bbip/Detail.aspx 3/8/2010 Development Services Dept. City ¢ Port & 250 Madison St. Suite 3 Receipt Number: DS6-00040 Townsend ===" 360-379-5095 Payer/Payee: PACKARD DANIEL W RUTH E LARKIN PORT TOWNSEND WA 98368-6930 BLD10-055 RESIDENTIAL - ADDITION/REMODEL F ription STAFF TIME FOR ANY WORK Payment Method Reference Number CHECK 1779 Total Paid: Payment Amount $76.00 $76.00 Cashier: Scottie Foster Date: 08/29/2016 1707 WASHINGTON ST Fee Amount Amount Paid Fee Balance $76.00 $76.00 $0.00 $76.00 $76.00 $0.00 Previous Related Payments Receipt # Receipt Date Fee Description Amount Paid Permit # 10-0252 03/08/2010 PLAN REVIEW DEPOSIT 150 $150.00 BLD10-055 10-0289 03/22/2010 Technology Fee for Building Permit $15.82 BLD10-055 10-0289 03/22/2010 Building Permit Fee $790.75 BLD10-055 10-0289 03/22/2010 State Building Code Council Fee $4.50 BLD10-055 10-0289 03/22/2010 PLAN REVIEW REFUND 150 ($150.00) BLD10-055 10-0289 03/22/2010 Plan Review Fee $513.99 BLD10-055 10-0289 03/22/2010 Record Retention Fee for Building Permit $10.00 BLD10-055 Total: $1,335.06 Printed 08/29/2016 13:20:00 by Scottie Page 1 of 1 Receipt Number: ut BLD10-055 957303202 Plan Review Fee $513.99 $513.99 $0.00 BLD10-055 957303202 PLAN REVIEW REFUND 150 -$150.00 -$150.00 $0.00 BLD10-055 957303202 Building Permit Fee $790.75 $790.75 $0.00 BLD10-055 957303202 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-055 957303202 Technology Fee for Building Permit $15.82 $15.82 $0.00 BLD10-055 957303202 Record Retention Fee for Building Per $10.00 $10.00 $0.00 Total: $1,185.06 10-0252 03/08/2010 PLAN REVIEW DEPOSIT 150 $150.00 BLD10-055 CHECK 41091 $ 1,185.06 Total: $1,185.06 genpmtrreceipts Page 1 of 1 Receipt Number: BLD10-055 957303202 PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00 Total: $150.00 CHECK 1082 $ 150.00 Total: $150.00 genpmtrreceipts Page 1 of 1 10-0857 Reb pb ren" we (St te last dav iferc Keguued Se 0 CO iy he bale o& He honeee whe has how commbfe dl Hh tt He weld lh & ger signe! ohh aS tere 3, ambher projet pendiig © whl cdo uc med to do so we car sckedul- Gal lnpee bon and get sine df > rae & Lok \ ew a . MAL te 4 per tare /Recomked We LY Wu Xl \ Sug / ea Tike oe ike Sale — 8 | bye 3520 i 0D \b SALE gre com So oh Parcel Details http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp?value=989800014 Page 2 of 2 8/25/2016 Kirk Boike ARCHITECT @ 4601 Mason Street @ PortTownsend WA 9068 @ 360 3856140 ~ hee’ Tirta ouse- Complete 2009 architect@surfbest.net / ial UU MAR The calculations herein comply with the requirements of the 2006 IBC (international Building Code), IRC (International Residential Code), WFCM (Wood Frame Construction Manual), AISI (American Iron and Steel Institute), COFS/PM (cold-Formed Steel Framing -Prescriptive Method for one and two family dwellings). Prescriptive nailing, construction methods and techniques shall apply unless otherwise noted and detailed. Seismic zone: Snow load: Floor load: Roof load: Exterior deck load: DL (hay storage, if applic.): Wind speed: Wind loading: Weathering probability: Frost line depth: Termite infestation prob.: Decay probability: Winter design Temp.: Concrete strength: Wood: Air density: Soil bearing: Calculator: Sincerely, Kirk Boike, Architect #6528 expires: 30 April 2010 D1; (see design for additional parameters) 30psf 50psf (10LL+40DL) 40psf (10LL+30DL) 65psf (DL+LL) 125psf 100mph, exposure “B” 24psf Moderate 18' Slight to Moderate Slight to Moderate 20 degrees F 2400psi U.O.N. P.T. Hem-Fir Sole plate. D. Fir # 2 all structural members (except studs) U.O.N. 1.0 1500psf vertically; 100psf/ft (bearing), 130psf (sliding) laterally Hewlett Packard 12c with RPN data entry FILE COPY Kirk Boike ARCHITECT @ 4601 Mason St @ PortTownsend WA 98368 @ 360 385 6140 architect@surfbest.net THE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN, THE PROPERTY CF KIRK BOIKE, ARCHITECT. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC, PERTAINING TO THE WORK BEFORE PROCEEDING. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. OTRUCTUGAL AWALYTSIS P4ScKAZD ZEMCOEL \ MATRIx DEDIGN 265.5290 NOVEMBER 2004 PAGE | OF 3 6628 | REGISTERED STATE OF WASHINGTON Ly i ss + T me } T i] I MAIR Sl ar ar demaric. PAGE Z OF 4 URID LOW FORCE SHESR TOTAL O/LF ow HD's 7) (2A aXe) 480 48e aoe Ke * 3 (2) (24X54) +20 4 AO 2AO/P 2 ie) (2) (24X55) (200 200 Bo0/? D & (25 (24 5X6) Coa) (a0 2mp/P D | 7 (24Y0,28\u) 400 400 124 co -_ 2 8 (24X7.75 Xl) Ib 154 200 & a 23 (24X1.15X) Ie [5% 10 aS 5 (24X 62649) 1250 {%5O 2110 & B 2’) (24X1.78X14) 2204 3104 (Wor Ber) o; 1 24X7.19XS) 4to [530 214 & ) 5 (24X9X4) Bb Ie 4 362 $5 v 2 1B (24481510) 2100 S40 et) a, v 3 A/o.S (24X875KI0) = 2100 BLT o 424/509 Bs A AS (2Afa)us) 2014 4374 412 fo 04 v 2 Af] (248.724) 2940 lol 44 15%0o/B1B Y C 1.5 (24)16.15X5) \joBO 2280 244 8 & SHEAR-WALL SCHEDULE <4 15/32" C-C;C-D SHEATHING w/ 8d's @ 6" 0.C. (260) _ @ 15/32" C-C;C-D SHEATHING w/ 8d's @ 4" 0.C. (380) ® 15/32" C-C;C-D SHEATHING w/ 8d's @ 3" 0.C. (490) } 15/32" C-C:C-D SHEATHING w/ 8d’s @ 2"0.C. (640) (Double plates @ panel edges.) O 1/2" OR 5/8" G.W.B. w/ 6d's @ 6" 0.C. é HOLD-DOWN SCHEDULE | SIMPSON CMST 14/16 (6490/4585) > SIMPSON HTT22, OR PHD5-SDS3, OR HDU5S-SDS2.5 (5250, 4685, 5430) > SIMPSON HD8A, OR PHD6-SDS3 (6465, 5860) ee SIMPSON HDQ8-SDS3, OR HDQ11-SDS2.5 (7175, 11445) 3K 240 amt (2401019) /(10) = Seo “2 5) Me (240)(5) 73 = [ZOO Coe _— 4 $0 Wxw O.K, Vet = ZlQO B00 /A5 \o" Z.61N* 225 9.0K. “120__J Li HI- HESOER T r 2 ad HZ- HELOER on 1 S<3' wW = (Oo H3- HESOE t ono) w= 230 Bl- Best S212' W240 Wrz 400 W37100 Le | 3 lo 1% 62 - BEAM £ + 2 =\1' B2- BEAM S24 Vt 40 F\-FOOTING P,2zI2Z49R P22 220 P+ 15055 Wo = ALO \/r |2B0 FP, = |1000 W = 12449 WF 1560 Auziod M= 720 Mz(220 R= 4840 M=|4520'# M+ 26952 M= |280 PAGE 2 OF % 4% DE HZ Aku DF 42 4*8 DE HZ SM) R= (3X 1000) + (X18) + ALieoo) = (\2)R 5.125"* 10,5" GLe @.e"% \\.28" VL. 5125" ~ 13,5" B.25'* I2S"VL, WI2K2 OTEL AXZOFHZ B-to « Bx B08! w/ (@)# A'S Ew, B+- 927) WF 130. las Zo . Ws 240 wg = GO W5> oO Wer &IB Wae- Hes.ocr.. \ = “1 oe 7" wWegsgo Viz 1760 | mis | Soe WrI2ZBIO M=SB077- a t enPAGE YA >, ‘ 7"x Wes’ own, B+ l4 oyu. leh&\O DWF eZ VACATED CALHOLIN| —— AT TS" J — Cz ~.N 57 25 41" €& 10146 1 = 16 ¥ * Heli Pp ett SURVEY STAKE Y A) AAAs ee | p—~_ Fence ee SX SURVEY STAKE f se eae MAC Ce Sa a a ei \ LOT 18 HH t +4 $ Es ' g E ‘3 T vs suev} = ¥ g es a na io" ¥ 7780 = N meal | Je _ t— _ SES ba —_ a : Grove TO Sas — SHOP nD ~-<« RKO? 7 Glos r || 2RaoF Peck=| <I fun | * | if . » L fe LD e HOUSH 7h i ae pce oy 112 WASHINGTON eo s \ exuray : ere Ce ie 82 _ \PARISING _ \ ~ CONCRETE) Q \ - S \ SURVEY SAKE ASE <> = Og 4 wo SB _V_buevey STAKE oe 651° 25' 52" 101.4a0 aed J - ASPHALT =| ww ha Ar RANE RA 7. f APRON \ 6 LAUREL HEP&E 3 / a - . EI eee et a : se ae Athi TK-WATER METER ly power Poe Ss - tae pied! Sages a WA SY INGTON STREET PLOT PLAN PROPERTY DESCRIPTION LOT 2 AND CASTERW 10 FT. IN WIDTH OF LoT4 1101 WASHINGTON ; BLOCK 32 OF LB. HASTINGS FIRST ADDITION TY 220 TOGETHER WITH WESTERLY 1/2 OF VACATED CALHOUN ST: 7 Di e e s t y r i r vi e t z CONCRETE SLAB : ; <I waN = { ) Q_ i PH NA ae ZZ 7 ZZ ZA RON are WAT A 2ZZy| (ZZZZ A &s Cah Es; f ~ , ) —) +7] Mup eam L | @. WY» LIVING N a | 4 WACHER | TeeR ‘(cc | (es : . K | va i ) ( a KHCHEN. Lo] V ‘ ( OO 4 FUINLE UTIL Ite ‘ { . : : oe a ESE tae Lx : - 7 ee 0 H } = ILS ‘ ser Of eee ON HAA PORCH y ; \ a es pH ; : VIN ; ) cf a f : { GUPT/LIBRARY }] : j rn WALL LE&END i BEDROOM 1 BEDROM_ ( " STE PXTERIOR WALL, EXISTING 7 \ ZESSZ INTERIOR WALL, EXISTING ( ( 7ZZZZ, WAAL TO SE REMOVED ‘ ) "a x] EES — 7} z =] Ee==as ae - EL E 2 =e MAIN FLOOR PLAN y* DEMOLITION NOTES LIVING DINING MUD Ra0M / PORCH UTILATY (AXBXC) REMOVE WINDOWS 47 DISCARD, /\, REMOVE EXTERIOR WALL, PROVIDE TEMPORARY SUPPORTS FOR CEILING JOILTS Af RAFTERS, JD, REMOVE SIPING ON SHOP WALL, aN I(PXEXF) REMOVE WINDOWS Wy DISCARD REMOVE EXTERIOR WALLA dr BAY ROOF. PROVIDE TEMPORARY SUPPORT FOR CEILING JOltae dp RAPTERA, <I> REMOVE DaOR. /\, REMOVE EXTERIOR WALL. PROVIDE TEMPORARY SUPPORT FOR CEILING JOISTS a7 RAFTERY, ZL REMOVE Wwo0D PORCH 4f CONC, SLAB, CEILING 10 ALIGN W/ KITCHEN CEILING KITCHEN LAUNDRY @ ly SI ] S a c ) REMOVE SINK, PASE & OVERHEAD CABNETS, REMOVE REFRIGERATOR. REUSE IN NEW KHCHEN. REMOVE MICROWAVE tf CABINET, REUSE MICZOWAYE IN NEW KITCHEN. REMOVE RANGE REUSE REMOVE DIAHWASHBIR 41 DISCARD. REMOVE WAHER, 10 BE RELOCATED NEXT 10 DRYER. REMOVE INTERIOR WALL. CAP OFF PLUMBING APPROPRIATELY. E DELAY THIS AS LONS AS 4S IBLE 40 THAT USE OF THE KHCHEN 14 AVAILARKLE DURING GONETRUCTION» REMOVE 4 PibcARD WATER HEATER AB CEILING TO ALIGN W/ KITCHEN CEILING NOTE: THIS ROOM | TO HAVE ANEW FLOR FRAMED IN LEVEL TO THE OTHER FLOORS, D\, REMOVE EXTBRIOR WALL FOR NEW 22% 6% INTERIOR DOORS), FRAME W/ (2) UXO beL# 2 HDR, () REMOVE WOW, bf INFILL WALL. J REMOVE STEPS. REMOVE FURNACE. REPLACE APTER FLOOR 4 INSTALLED. REMOVE DRYER. REPLACE AFTER FL@R \% INGALLED MOVE OIL TANK 40 NEW LOCATION, J, REMOVE EXTERIOR. WALL FOR NEW 12x42 WINDOW CA). FRAME W/ (2) 2X6 DELL HDR, Gini car? NOTICE: Plans are approved excepting any errors or omissions. All work must pass Inspection in conformance with all applicable codes and regulations. APPROVED pate: -MARCH 1% 2010 “DSS. Permit No; By: d Building Official CITY OF PORT TOWNSEND ECE] V EE oes IVE } Pw - 8 2010 CITY OF PORT TOWNSEND DSD ~ FILE COPY EN4INEERED ADDITION 1 DRAWN BY MIELKE \2 29 =_. i a i CG tx" FB ae aod 4 as | times | H ee | €3 : en Lis | ~) | = ere, cr a <L _4 Q_ se S x - @ _\ Oo & = O | * © : d 2 ron W oS QG¢ H wo a U 85 AO 8 A = 7 A sic | Vs AN Ss ' 6. © S ay , | es I | SK v 6\ - ne & S Sj EIA!Z BNE 2 2100) S 8 | ‘\ i a METS RIAs | SB I SIL) cy | vJ |e s QP RT Be k “ B L D I O - O S S OF ‘s — : 10° \“a" (NEW: ; ; ; \ 4 % (NEW APPINON) 11-2" (NeW ADDITION) | | 41- 10/" (New ADpITION) \ é ‘ Nhe" " Sete 14'-1" weary) lol-a" |e =< SOE 20 -\% bs _ — du (VERIFY) | one 4 aie. R312.1 Guards required. | 00 an ee 4] a - e 2 ‘o © Wa" i, UB Porches, balconies or raised floor surfaces \ fea more than 30" cbaethe foor or grade | 419, TANK | ® | & M IB a | acuppre /tonseoul| <5 oy Paulas aly whch oo | seeeaeg | 5 st ' To “TORM WATER 5 SH ide of stair only). era Enea \ } , “CAT / 0. — & fe /% | GTORAGE TANK : > | fo aK Pein lp! AT. iS b 1 | _ \ : Me \ s \ ie 4 @ } ee oe : » Ro Li GUARDAIL- —H - % ‘ PINING : > Seo Ee ——+8 ‘ | — FAH TO " \ C , : \ ———— < SS hep Bane a RODE DECK \ || FOR Mae | | STAIR : a — a4 yt" .are ee \ : ba.) ff yy Vy Z) 4g" HT. es é te ee \ BHOP 5 K a a y, N pry A ae GAN RAL i ae %: eal ie SUGMESRNGSIED? “ane : \ Beh == Ces za NS A Gir it) S | PY OY | te q s RAILING CAP (40" HT. ee = y ae BLA (x) —— = 4 . . : “ ~ a a ~ : es es : LP] LYNE OF BXISTING HOUSE -y __LING OF CALING: CORR, 0X0 post — /s Ra 1% “a : - : 5 wT OE OI SM a eet a ee <10'TR, SS Pre Le ‘ ae : ALTERNATING PORCH a (a) LIVING an ee) jae Li aoe = ALL ey Nn | TREAD ROOF ) PRS anna praul O-UX it's | + MU A : vs 2 7 red VALE 7 ATAIR (LEX AN) \ * ‘ \ : a MS i PORCH ny \ T CQ / vf ee \ 4 Le [elfol \W | K U'-oh, 514" eT ‘4 T x oe ee ee \ f ie Se a ‘. / \ y SPW! ~ P W& ; » = : | / | Mf /\ IE ZZ ZIT Del /: ot yj oe” 6 | YE ORS N. mls wy; Wy in ) i VY pb. tkKl jar ree) A (ROOF WATER HEATER NOTES: ! Ou ie, See y : ALB ID Hate cue / \ 7, AY @/ WERBAILD TA 74 GA GAL, STEEL PAN W/ SS A KMCHEN : areal @ls ae Fd ff uy & 2/4" DIAM, PIPE TO EXTERIOR % ; ENTRY Section 508 - Uniform Plumbing Code. O Oyen ' a CENT. BXH: Ws ae f y Ya $ 10 BE INSTALLED UNDER HTR, ~~ ENIRY Walep heaters shall be strapped at points within Y | (WPr exbTe) Soy 12 ery i ra / w — * ta ae and ner us points of its vertical i ™ ‘h & <— \ A . " Spas NL iveiots eee aetna ese 71] levewce imps 2 zis / \ 7 NEW RIDGE LY RELIEF VALVE SHALL BE , controls with the strapping. ead FORCED LAU NDRY/ & A 7 My te DRAINED TO OUTSIDE OF — f | AIR . x . 2 CAC awe AY, WE & UTILITY y f ze A wf BUILDING: TERMINATING | ey 63 Le PALE 7 3 PS tN / NOT MORE THAN 24" NOR _ s Vv a 8 y \. EXITING ZIRGE w LE44 THAN &" ABOVE THE ee egal > A S Le Pa ae | \ GROUND. : PORLH of = 7° S | a c \ ‘ : ms : | | ) | . 4 S = / : Ne Licks lalla naeaenade a eaaaies ale f tw IRGC — | e My \ ‘ 2 LS SMOKE ALARM REQUIREEMENTS mie = KN > P ee) \ HEATING NOTES: : ~~ —ceR Appr ions | | _G0eAT7UIBRARY ee = q y, 5 b= f : z A o FN = £ ¥ * ; ' \ . THE FURNACE HAS DUCTS toms # | t J Slo J: Re oN age IN THE EXIST ING ATTIC. = \ \ : Z| J \ A NEW DUCT 1510 BE BS | | DROOM | \ BEDRQM 2 : > S / NX \ ADPED TO THE 2ONUS eet PF \ ne / : Sm \ . OUTOMR AIR INLET ARE & 3 a / As & % NOT REGUIRED FOR A Sie » an ( Mi, " 4 — . \ FORCED AIR AYigf EM se oF ( } QA Mis Se = MAAN } ~ a 9 g canaTASAURVAras vavavabavay, sAWAVAvaUA'| im TO \ & A 84 ; - = ———SSE 1 : ae oo R : c 8 WINDOW ZCHEDULE MINIMUM Ul VALUB= .22 WALL LEGEND | i NX ii 6 QE i = . -_ neces) meeneni ame enmrraamea | m- 1 ! \ aay pa p= UK LATION | MER TYPE RA, REMARKS 2ELOND LOR D i - TUT EXTERIOR WALL EXISTING bh 4 19'--\" loeb" Pi fi 0 é A dunner |wearHeevAnel Pic, (oy a2 ct Aa : N : BXTBRIOR WALL, R-21 NEW . = Sec. 1707.3 (IBC) Structural Wood: _ 4g}. 00" (exigr ig) 4 2 E ® | pMING Aaa 78 x 42 ITION (HERO) 2800 oF V4 } ae PROVIDE INSPECTION Special inspection is required for wood Q = le pe | Bw bias, aoe een cocoa ETORT 10 city.) | Sen Wale Whee ne eloner (ating) = x 4° INTERIOR WALL, 2¥4 wales : | > |OlL ~~ conto eek : ede a ma J | SHEAR: WALL SCHEDULE — | ° Ly : ) — | h WAL iE 3% ad aa = : = E2227 POOR OR WOW. INFILL mS EUGEIS PLAN Jo tl te se EN EI . “2 x4 | ; — DYIST INA — 122.) SF. vee TOWER | I542' 6-L,|8d@4'OC, EDGES. = a me V taMT rE ; 42 ADDITION — 428 OF = STAIR cD PLYWD ac AIUD OX DFL # | POST IN FAH : TOTAL HEAT')—-102 4 F, : 1 CORNER, (4) BACH | i a fay (i) FH STAR |Westiagae) AWN | 2° x 4® | TEMPHIEEP Jats [TOTAL AREA OF ADDITIONS | 16 hel NY wrbes in w|i janue | | leer | ae x 44 MAN Pa gape. OT OLR oy BONUS 84 © 4" OL, Ghee tN § y ol ea ae ee a ee ee SECOND FLOOR — 180 nF, : aTAIR 12" 00, FIELD 7 a oe Ce eer eee er ee ee ee TOWER FLOOR ——18 uF. per 5 > Ls is ihe ath | | law TOTAL —————- 802. 4.F ON wats Y2'@X 10 AB, @ 72! Ob, ie Sit CoM ne x 42 ay lo-1% ‘ —— _ WSIMPSON BP%-% a s [M_ PIC at x 44 eget ag t| | e.. x : ) BLOLK ALL EDGES PER 8 Ks LIVING Nia - ia & N AWN qi x 2% (14 C% KiRK BOKE t (GEE SCHED) ol Vv Slam fat x eI ll \e/ fein a Duy — 1 4 vow aoe sa ing emai ie sie i ee CO Ce Re ee eee o 2 WOW. SEAT 12" 0.6, FELD | FLYWD. ON EXTERIOR | I 2 +4 ha } hig oie : satin wall nailing and holdowns are v. DINING @ odiipide ita (GEE SUED | P |TOvER = |WEATHERVANE | PIC 12 y% 42 | TeEmMPeRED | | bin ry o (ip) TOWE fe | <— RS | ) —_ and approved prior i ey onan | @ © @) PLYWD, ON INTERIOR 4 EXTERIOR. p Kameaecre: Fogle Serer coi O COVer. z ; 1 : Q pic (44 vy 32] ou MULL TOGETHER ee at Or, | " hoa | PANEL BDGES ra PIO (ey 32 : | x RIRHE | HH RDRAL ° = 3 | RIRAE | STAIR VY \Y PLYWP, ON INTERIOR a PXTERIOR 7 | swine | cS 8 ae eee | [MT q* x 4 A Cee t — pW Lilo | LOM. UM. | 4 | RY wl a ex 4 MULL. Toc ETHER E | SPL /Pe 7B Ti 7 ae 1, ny g 4 14 | BY 7 % A | eH IL. (251DE4\ FT oe ee Bly “lame | at J |] Yo -- - -- ---- rear acai! yo ee | HOLDOWN SCHEDULE & is 8 |v | pic | 4% x 4° MULL TOGETHER le |) @ @® wm tere ir ee HOLPOWN MARK] «SHEAR | SIMPAON — | SIMPAHON VERTICAL z tx W/ CoMT [2x42 ‘CRAIN GUTTER (PERM) a aE 1 Of PETAIL WALL HOLDOWN | ANCHOR END MEMBER.| REMARKS = Q | 2 x camr | Ex 3? ALTERNATING TREAD STAIR a a PUB-4 A Se Yee segs Ce ee ee poWN Reale OO@O|~ ee eerie Ric |S & . (ear Ht) TO Ve"? THREADEP Kop © FA Re@uiRED X i, 2 < S : tO HOLDOWN i} S DOOR. 2LHBDULE MIN U'VALUE = 32 (exr. peo) TOWER FLOOR PLAN TOWER ROOF PLAN A Ea ower Se be Seemann EEE eae Tare sciihancaietianngenae ~ Fa ——eo | “< MeLOfION MFR, = [TYPE | 41Z6 REMARKe ADPINON (HTD)—16. GFA Ai @ tO |¢Mat iy . © — (Gaus) 4 EA v & r x : : a erry a = EA, REQUIRED yh MUD Vn oues| 18 x U% | verry 2.0 HT: GENERAL NOTES: (No DETAIL) Ap) allie Saheanhas AXd (DINING) | 8 (> Pini aren | 2% xO] ou wt NING Te cca or eae sere : = % DIN /STAIR iInneRae | 22 x Y& / ess bs ANY ole Wi aan RESOLUTION pee S| 4 [stoRAce | Custom | RD. TOP a* x O% jaNeR Wi BuiLo €. CONTRACTOR 15 REAVON aie - es nip sei bh |LAUNDEY INTER | 22 x Uf ke May ied ee Sennen. a ° 3 PROCESS ON THE Job Sr. i aacaeele T | y [ponusArve nrexion | 22 x 68 2. THE DRAPTAMAN I4 NOT KEGWNSIBLE Hae CONARUENCES “= / =| : 3 SM blakauca iInfeRIa2 | 2° x (8 pa Hike INDLUpING par Kor Une Wa wer F OR Onze wes | x U8 | ORIPY Rd es 67 cine conticicn oF iy one PE CONSTRUCTION Z > in | : ) : “ Coe ee ee a a DICATES EXTERIOR PR. ON SCHEDULE : ARIGING FROM AIL CONPITIONS , OF WRHTEN CMENSIONS TAKE PEE ZcALEE PMENSIONS, Of ARD 70 ROME FRAMING : a : -RAMIN ENaINEERED ADDITION iD € ~ /MAXiIm UM © . \ PEAK Hele HT = 32 COMPOSITION RAGE + J ae As vernncat (14) 2 (ND /? Dist prvce From ey, \t/2>/ Average NATeRAL e (PREEXETIN ” 2 oAME TP Ve ( TYPICAL Pi SS werace Hele | eo CoM DOAN ROOF R lt 3 ee Heit | RE (MATCH EXI4TINE) | - 3 3 : oe ‘a A DOWN SPOUT TO ROVF PECK . Ww Xo OR VAXYU— S WRC OR SPF 5 ; : if i = CORNER BOARDS a |) (TYPICAL) 7 S © 3 \ | ‘ pos 4ELON ‘ ST | fesse sf nage / 2 Aaa | UXW CRNR POSTS | - bg! WS HERE cial START HERE ) teoces qf | ra = : | ee == =n ‘a y Nee O | | ; : 7 \ MS | oo : & Aa Ae canta ‘| ‘i | fie de ake , +0 WATER . ® a @ ' FORAGE TANK ~ elit : ) MAIN MAN FLIR« | aa ak oe 1 _ Suen) | SOZ VN Fave at” NGI i a se | ee ey al eee MANY of | liga { | | : L : Al . Airs — AVERAGE ARADE Ne ew OPE et he aN a nd Ny = 3 of Ah. vi : vf uf | + a - < ALS er _ es a) ae Spat an eel 7 | SER = 7 ad eek “oak. LK = : : om L i | -: if } a + i - Ke WEA ELEVATION a a YX : 4 S \ 1/4! Ce aa Pz ' SOUTH ELEVATION Section R613 IRC , Ms (14 Sections of windows shall not permit Ly, openings that allow the passage of a 4” 1 sphere where such openings are located rg within 24* of the finished floor. And located more than 72“above finished grade. a e ry bd i an a Y 3 = a : | im 2 Qs ‘- _— DAN POUT Jig 3 “S " ae Az Ri) & fs af 4 N WN 2 § NEY . Z 5 TOWER. | DETAILS (418) bi abit Xo) 4 CEC aE yi aravanalan Alay apres avteeeeee WEA OD AELOND S NP a / fr cm | 3 AR ARG ; e * ° i Tm es } ©) 3 far r ty ae; | Wey FAG T|| RIALTO LT Av ARV ATATTD, [ MAIN . sae | Z LL i | af ar | | ae | J Pa 7 . He te eee [, é E kes — ! ! | | x | 8 m= Le - \” — 7 — } MW kt | DETAIL (D> z DETAIL (T)) p ae & Ww S SS = : TION lO Se O five | 3 ip EAST ELEVATION / BUILDING ZECTION NORTH PLEA oN S <f 23 ) \/ Ni iy 4 S 8 =F A 2 SY PAMO TO Ee rina:r CONSTRUCTION - ENZINBBRED AppiTloN 2 FD N , a MA I N FL R . PR M PL A N / TO W B R RO O F PL A N RO O F DE C K 4¢ 28 ? FL R . AR M G , PL A N 4 RO E OV E R E U I I L D FR M G . QN Z FL R , RO O F FR M G . Af TO W E R FU R PR G . PL A N S / HO L D O W N DE T A I L S oa me w t , / 2) UX4 PPLHZ Hpre. 2X0 PELEL 1978.0 Ib" 0.6. — Per. (V0 ALT, TREAD STAIR HDR , —W/ 4|MP4SON LU Zo AS SHOWN Se 3 Se Se Sa RIRGE K— ‘a K—|k— | OF AX. C) ee ae ea) gl ey ee oho 0" | vERHANGe Xo -MOPIFIED JACK TRUSSES SECOND FLR. ROOF FRAMING PLAN 4 TOWER FLOOR FRAM|N&r FLAN 74" ‘ K aN 1X0) VRLAL RIM dot, TYR) amt) loXG POST — UP TO TOWER WALL TOP PL. — WAIMPSON WS 2% TO LerxbR ROOF FRAMING NOTES {APPLIES T0 BOTH ROOFS) 4. TYPICAL VVERHANG 19 Ibo": 2, TYPICAL ROOF PITCH 19 TWH1%. 4, SIMPGON HI TIES 10 BE INSTALLED AT EVERY TRULY. D TRUS TO HAVE MFRS, STAMP BY REG PROF ENGINEER a ARE 10 BE INAALLED PER MFR'S, DESIGN 4 INSTRUCTIONS, § s om i} & 1X6 LEDAER. 20'-1Ve" (vey & ta" we tol a" = 1 " 12'- i] ol pAywiNpow _| 74 PELL RAFTER 7 HIPS a fo = ay eee CONARUCTION R96 INSULATION = 2 rae zbal \ | (DeUKI0 DFLHL HEADERS L * e lSofkech 4iM, “1X | ‘ ; . 7 W x {Dery ; 3 | od BLEG. (YP | ¥ (—) TRC I1c = 1 SDR, ca vo" { bo SISSIES Se ce) 5 Ay! X14" VERGA-RIM—_y ae ik oo 4 6'- G4" PLATE HT. @ ALT.ATRD. STAIR LANDING SS SE Se ee r i i 7 ile | Di % WE ITS as AXIO DELL RIM lover — L— 1X | DELL RIM JojaT 3° Mu" | R5A-RI »OXG DELFI POSTS a IK : r SUPPER ——$ | ‘al Po. eS Te | CHOP Abe, X10 6442 RIM Jo¥sT — : ass] 2 aah 90! r DM UXO DELH2 ORG) AXIO PLAT HER, | Ssits ‘a START AT THI® LEVEL, LUX10 DELFZ RIM JOIST <\ Ass : eA APACE _- ROO DRAIN | ET a . . — : Re mull ; “EXTEND INTO ORE RSlsg ML 6+ (NEW) Sc = ee | ed = Be , =X Sy = fe 4 Ss, es coee || 2S ihe een 1) | TOWBR WALLS - a es ee | ee | tee | me = = | %o|/$° BS es : SABA FPS | =| ge cect TO TOP PLATS — cs ee Ce ICARAGCH OR] _ = =" | BR ; 23iz13 : ge | (EFER TO BVEVATIONS | SHT.3) Ey eel “Te Lg SSR SS & aa ZAr— 1 if DORN és 7 aa SSF, |] 2 SS ICS Se. ee 1S ; ame | Pies WK _ tS lla in : 4 et too" PLATE UT, ASHES |G TL lh eas NS ail fy a in “ sf g a | 2 1 L| GEE NOTE #4) KSlFall S| as GP PON, WALTRT ET | BVT ies me Salas A, & fl 2 SOLAS fa , wy Sis s& : Is} > ~, oS | Ad BS gol (IAI hes (— <— |< |r zg x Al AN Cy ae el aes , ae Si a <2 ? q {Lo ts Pal Ae oes -i a= Bé 5 = | Cos foe ci hee oe ak ee —>| i |. oh 7 7 oe Seals i XL DeL+I Post (ean) TEI IIE A A = = dk 3 | \ a 4 CAR lbs eR aR eS eRe pee ir |e st ¥ WR g pes | \ee ad J J & , ch. 4 [B-A| BEAM 19 ON | 2 ein areal ional ~ eS pa eee Vase | Mees iy we sea || _- W/BIMPSON EPC Gu : 7 a , . fl ra <a $ me 7 = sis a fhe wr a gi. o" PLATE \ E mht dh | 3 = uM r' | & = g 1 poet a) = TO BEAM B2 } | AIL TTT _ TY 6-3] QL Wei " " : & 3 L ; aN "Ce | G6" FON. WALL CEXIST 'G) \ VA — ee 4 Q > w vs ae: STING > iu aL Rost emus AU Gee pale I OXl DELL POST (BELOW) tlolaeal (2) CRAWLEPNCE 2X10 DELL LEDER Ox veal war 7, || a Lig Sa pe J 2x4 RAFTER by CEILING Jemh WANA Sen ys / ee K =W/YIMPLON PLUG pak) re ALL B® (BXISTINED) —W/(A) bd NALS —WoPen Rousse —]}- | Sg ~ iO NEW —W’SIMPEON Lites 24-2 1d o[e-1¢r es HS 70 [6-4] boAM + xls DAL | OST Bee @ "oe. tr 5/8 Mua Bot ANS vi] ‘ 4 - VALLEY (TYPICAL A% SHOWN) R . i SS ] | — WIMP, ABYC = 1x10 DELaE 2 Leper GEE met @yait 5) / |e | nee aes (ees 4% | 4 RE a bai ( fo eer of 5B ANCH. BolT = —W/ (4) ld NALS @ IL" OC, -~w/ 4|MP4ON ABU Ub CRAM PALE . as = ew RAPIER | Lis. TA | Ay / | INTO FOOTING: or 6/8" ANCH: BOLT KULAS LEXIET'G) : (HPI) Sf ae y | PERERL a 4 | ROUGE RERUET ER ASO HERA os tee Nena ee EXI4rex) | (REF. 10 DET. @4Hr5 ) : INSULATION TO BuLDING PERT. als Sy Je Li Wl PAB CRAWLSPACE (EXISTING) _ PRIOR TO \NSTALLATION f aes = <a 2 3 : ss S| & Ja a / r fi b , on f A x of f S 7 y me FA V// fe EXISTING BEAM / é 7 of / Ti NR WA A Ip SLAB (EXISTING) / AN, J Ws 12> 45 / TING RIDGS * NY 3 / : 1X0 PLATE . \ £ \ vA ‘ ——_ = \ - \ ia \ ~ = fe a FOUNDATION 4 MAIN CRAWLSPACE (EXISTING) ® “ROOF (EXISTING) \ FLOOR FRAMING PLAN . ef \ Ai / \ ROOF DELK & SECOND Y - FLOOR FRAMING PLAN / LO ROOF OVERBUILD FRM. fo AG oe |/4 . y \ _ eas ee \ | [PAUNDATION 4 MAIN FLOOR FRAMINEr NOTES ——— ; 1. WRITTEN DIMENSIONS TAKE PRECBDENCE OVER SLALED DIMENSIONS, ROOF DELK Yf FUR. PRMG NOT} | BAM SCHEDULE sees 1. VERIFY ALL DIMENSIONS 4 RELATED SITE CONDITIONS « " BEAM MK) BEAM TYPS REMARKS aby | i acti | 1. ROP peck 410% 14 VA PeRET 10 eT %, ALL CONCRETE FOOTINGS TO BEAR ON UNPISTURBED SOIL With MINIMUM (PR. RO.) 2. CRICKET FRAMING 15 2x4 DELARC B-2 YX 14" VERSA-LAM 2,0 4100 | BPAM@® ROE Peck B4 4 BOTTOM OF FOOTINGS TO BE i2" MINIMUM BELOW NATURAL GRADE , “ 4%, e lg > i 4) sgt an = i cages ai sence . 12," 7 - .0 2100 | BEAM @ BONUS ROOM 0 me aes) RD ROD TA ONY \ Hl 0,6. ke ee |) é 7 % STAIR WELL WALL FRAMING STARTS WITH BPP eee Uber At 2? M @ BON ROOM EXTENDING 10 ABP © aTAIR | Be b, MINIMUM CONCRETE STRENGTH [4 2500 Pal @ 2m PAYS. E pha ale! Ba an sinpaal dere ne SLovat 18 8 HRD. ROD To CNW Mo rt ; B-4 | 4x8 DFL#Z HEADER @ ARCH (4IMP50N HUSC4® 10 BxUTG WAL} B4 ans / 10 SIMPOON GOT 2B rs / TO SIMPSON 457K 29 =f \ TWO OF OX CORNER POST START AT DBL. Reet i Fe Ace ite oe a oe awel\ VA ZA Ax@ SUP (REQ. FOR Hapa) TOP PLATE. THE OTHER TWO START FROM 4, CRAWLSPACE VENTS (| \eloael 7" ave . { x" ue S| fob Hh 10P OF |4"|B-%] BEAM. 165% SF (HEATED INCL. NeW ADDITION) /\ a ren 3 | = NS i : = F. (SUN OF EXIST! ONE i / } | : a 4. MINIMUM HEADER SIZE |) 1x4 OL #2 R802.10.1 Truss Design Drawings. i Mad A Ne = | ines cote. erred == a | a && ee CT IMP4ON HPL & Fi . 4 H(p OF (10 BE VENTED) ‘ 50 31 GF OF VENT AREA i 4|M PAON HDUS = }} |. p—__~— =. te | UNE45 NOTED OTHERWISE . Truss design drawings shall be ) a PAON . 2 Dh as | ail ols provided with the shipment of —{,11 4.7 (6XISTING VENTS % = 4XG@ RING STUD (Ree Fu H.OM.) SH SIMPSON HOYS ; me | a V6 F THRD. ROD 10 CNW A; trusses and must be on site for the — 4.80 5.F (CRAWLSPACE ALLE DS NBW) —— 2xXlg TRIMMER, eo Axe “GTUD (REQ. FoR HOLDOWNS 1 oH TO SIMPSON .45TR 22 framing inspection. %.00 SF REQ, ee Z VENTS COLLIN 7 WA r BTA PY. ON INTERIOR 4108 6 | NiS SHOWN LDAYD ALL, DETAI| AN / 2 ( 45 S ; ' Ove L O| vy NBR. Te S < GS ®, FOUNDETION WALL 14 2-0" ABOVE TOP OF FOOTING, (AT PRIOR WOW) AD i HOLDOWN/ 64s IR PD a LX S e a cad Reha (TY ALL 26) (PLYVLOD ONE 41 DF) bite : a ; , ‘ PICAL z A a ary sf ee HOLDOWN/ WALL INTERSECTCY) ~ = ee ; ‘ ‘ 7S ane B-O" PLATE HT. FROM 28? FLR, (TYP) (PLYWD, TWO 4IDES & CORNER) a i si H ee OKO POT one : i maT — UP 10 TOWER WALL TOP PL. * . 1'-G'A" PLT FROM 2? FLR, . H ‘ " | G2" PL.HT. FROM 2" FLR 4X0 PEL? HDR CYPICAL ALL HEADERS) + | 1 + “yy 5 RSS 5 RIDGE AS | | Ye : 5 4 * VS = ca hum 66 ents @ anne: TOWER ROOF PLAN 1/4 " FOR : EVE FO Tt i TINN | Mi! U of ml se “aay : WwW 2 Bi 9 3 gio: = : = Ne tN vi i Ia 3 D Ss Ds VY 6> ® a - << Z| jw = z B|O/S > <(¥% |S KR ee “|< |=] ~ NALD <I SS] SF =/<L/} 0 va es ENGINBERED ADPITION S I POST FOOTING /FLOOR (7. OR in DRAWN BY (OTHER POST FOOTINGS AIMILAR) 7/4" FOUNDATION WALL /FOSTING CHPICAL)C ) MIBLKE OPTION ( ) ae A E ; Code. ara . ee eee = ORALVENT V00/cb (sc) (AL OU HAM ee epee Wy 10,0 == faite Wea eat ING Tela — “RIDGE ONLY (HIPS NOT REG) aE, DETAIL one for every 300 sq. facing the atc Re Salt cu eee (L) EA (FOR pre i RO ap ee ROOF oF) peas | On) eresnt ican marked with the minimum (4) My ua , , ’ — HOLD PLY SHEATHING BACK I" FI PEAK Zé Nj \ insulation thickness. | TOWER REG, (I) BA. OO AK Unt | | : , ' , | Uh | 18 aN COMP.O4| TION RODEING ; ie) UAVIVAGLG! LA — 4 — VER UNDERLAYM ENT LY aN “o) . a lal Nye" W/ VAP BAR, PAINT 38) ATTIC. | ROE : = mn ON Vi ; TOWER A TRA |. Mina HEADER HT, LeU ee Ltt | +2 4X6 FLEA HDR 5 | | AueRNATING — |e —W Wo HEADER PLATS s i L eiadhamcinnad © ¢ OOF PEAK( 14) 7 | ay she : | \ ! Own ee AAG WINDOW HEADER(13) = lo Il k @ 12 J m/AN X a 49} : os N : = eS € ° ae = Oe : N) co CRICKET CALL OUTS —— a a a ) OME Ae DETAIL ) II vagy? = é W LOMPOSITI ON ~~ a haat, = HEADER TRUSS ROOF INGr | sy = | SE "ae ra NS S ; S Em s # I PO 24! 0.0, AR S W VAPOR PARRIGR PAINT = B ) ©) e), 5 a ~] | SC, 1/2" Cox PLY SHEATHING Coie ai rs \ a ss — W/UNDERLAYMENT ty ROOFING oo x - ara = : 2B VENTILATION BAFFLE AX calc s ore wey a ier — "Al SPACE no \Z IE ACY Vf 1) Nos aTAIR CPENIN BEFORE wiv ree ee: = JM : S } we VAs i Li ;\V\VYME SI] PLANE oF SECTION ca Rane Paes PINING .. ee nae meee? — Fe eg eo Apt HH AA NSS : | a! LUT. 1 PT wi tL TU - 41 = a sg / om * ; 3° “ee res E SS 2x4 BRD BOCK ad fe ane” N- \ = Te REE ERI eres Hs —W/ VAPOR EAR. PANT ! ae . CRAWLEPACE fy Bl Nye aus. _ F 3 OO BAVE FLAGHING’ EE ca TC Via mH) DEL $2 Jae (YP) |— | ; i m4 ann RAIN GUTTER axomriet OR — RG BATT INEUL = OWL (4) S 8 WAX 0 SPF FADLIA ee Aue IMPAON Lut 2xb HEADER JOIST . =H tx HORPL, \ si HGS - = @ AIR OPENING BUILDING SECTION (CAA =W/ 20/1 PM. INSUL QX8 LEDGE Ai a ; ( . WINDOW HEADUR (2 CRICKET && 7 Sea mage nl _ ax10 CAP (BEVEL) OVER TOP PL. D, i ROOF TO Ae, Te PPLE OPENING: THRU RAILING ( ne “eee | ay FLALHIN TOWER FLOOR (11 c\ : = FROM CRICKET [ ees TEU A OTB A PAs Ese — FLAGH/CAUL -—— DTG 6L TUBE RAILING , 2X4 LEpereR % i ebdeac bstritie a —W CABLE RAIL My VE x ® : ~ Y 8 High A 7 Ox EXTERIOR. *S & ae? BETERIOE Wi | ae sa ecicabligncanes PBA WRE DECKING oR EoUIK | 1X CAP (BEVEL) OVER TO? PL. bt i Os 2 X He | : ney tg 7 r 4 : i H N dg Yel CP HEAT - WAL & : < (Ks FLASHING (HALL 10 ROOF) arene | | x] OX4 LEDER 7 4 DEC OO. ie _A1RY TRIM BOTH 41066 MY 2 2 | R| 4 = AX LEDGER S S — TAPER CUT F = |N Lo @ Mp" E 234 DELE2 RFTR@ 24'06: 3} TOWNE ie auceer sae ~\ Ss by site col tae hi Vf ax4 OFLELE |b'Ac. Vy) y a Xb PLATE LQ} AAS 1X4 CEL Gr Tb, W/ 0x4 LEDAER. — OVER EXIST i = Q Ax4 RETR - DBL. LAYER PAD 4 eepig ee Pa AQ: | ARS | 3a s mA Cur & PLY SUBELR NS R- 20 INSUL SS ancil ~ s UNDER DECK Jat | S — Ova Ib# Fey MOR BAR, Ss 4 me ~~ LSLUB/ NAIL —]}\ by ie a 3 SLUGS NAI WS CATT OR SPRAY FOAM Ss. 7 4 nro Hee Bite S FLAGHINA aie LAYER TORCH DOWN ROOF & S ax4 SOLE PL. a) 2X@ Wa a P\vae, 2x0 RATER Le \ iS] AX\O LEDABR =f | (Wa! CBX PLY SYEATHING XS} ff OX \L EVER RIM y SIMPSON Lu 28 aa —tUT To 244 TAIL Se * ‘ » : BY pais | . —— It tr LX4 RAPTERY ; | y YW \ i" fas ‘gi=)| /. ° AE i, ‘Lx4 BIRD BLOCK SoS roe : 4 40FFIT JAS \ —— 4 it ol SM} / NY | SVK SS \eZE TRIM AUTTCTOCLL CT my E TT SUPPER @ ROOF DRAIN OUTLET + AK HS NA ( H ee | CeCe oes rN. Peer 2 — FLASH dr CAULK x = Voi ox PLY SHE = a = ee PTT tee | | New peut ue @24' ac, RDF KOK LRAIN/ oLUPTER. a - | 2X FURRING ———~ EL —W/UNDERLAYMENT Vo WY RAFTER by GEILE J — SLOPE CUT 1 ROOF DRAIN | pearl ROOF DECK / RALING(AV0 1 < RAFTER dr CEILING Jolt x \ ROOE|NEr ie W/ \NOUL., (EXISTS) Te ~FLADHING AN Kote) a| 24x \4 VeReA:LAM 2.9 107 HOR, as 7 a ee WY 7 ae If (CAULK ING 2/4" S — WZ INSULATION CEXIST 3 — BEAM MK. [B-1] a —W/ EBAVE FLASHING 3) a N PLASTEI cblLIN¢e CExier’ée (S) " P eocting SS Veae ase eae a PLASTER CEILING (BKISTING Sr Z| | READER TY Jae @ min MEL 54% SPE FALIA 3: ROOE DECK L . 2 HEMPER TE PR = THIOR NESS UNKNOWN ri u S] cieuiose : e — 466 CAL OUT DETAIL) w} |S x ) ‘3° RAILING &CRVRFR EIS). | USE LAYER’ OF GW ani BAX 4 VeReA-LAM 0070p 8) ST ee = Bley ld VERSALAM 20° S1QD ie i < COFFERED CEILING & Hp EE ®)E) ped. OU TP Pus b/AX SPF FRALIA ie Ave SURFACE ‘3h = OM. Mi. [BZ] ay — MATCH oe 8 : : > ig : ' CEILING. - , al — BEAM MARK[B-3] E} FR Sle, PAYW NDOW HEADERS (0) 1) 0X10 DEAL HEADER OB ane ae | Pel pate ae itera Dae ane Pa SIMPSON BRL UG : . peed a = — _ bl — re |] S| STOO & APRON TRIM, ME. — 0 2X0 HEAPER FLATD Ab DETAIL) RN | ROE ING ae 4 Ct ENER Xs DFL# | post us S| = W/ RIE AUL . G U4E ROS GRK FASTEN o Fa, F aE yoabGiuucer: S]x) MMU HEADER PAE iy cave FLaeua its = S EXTERIOR WAL & —| 8 a ies 1 PREVENT RPTR, END S1OLITT y 5 iy al . 2 ; = 2X0 DFLH2 415 @ IU ac. CRICKET 10 OS AS -2Xly BI, . : : Z MOST / BEAM [6-2] yo % = , ae ee , ao x ROOF DECK / i 7 at x /2" COX ALY SHEATHING EXISTING ROOF 6 a ees > RU pete STUPD U'OL & Rie OSS WOW HEADE 6) ROOF DELK/RAILING wh oo ts gels © 1 Le) 40. Aece45 iD re “He Be Et eran iw IS) |S ee Bal DXISTG ROOF( A) eh ~ — OVER I5# FELT MASTURE BARRIER XS =|) & oa ee as PTUs mane 8! [SNS | — | See ea are g ~ oi —W/ \6# Felt Mo ~ ANR 7 ad , : : oy : 4 ie CRORIGE 7 |) — : i om TN ; a ny | if . oA 2X0 SOV PLATE Ee DETERMINGS LEVEL OF a A “a FLOOR 2%4 SOLE PLATE | rd th S | Se NS TS 7 TAX V0 WRO OR ARE == aise ae 7 Aran a Ec 8/4 X12 WRE OR SPE BAND EIA IZ a j Waerewaray= aera — Bevel W/ FLAKING \ OC} ( } (| \} VIVA Das a aeioees \ | i4\ ,/ 4) 2 = BEVEL W/ FLASHING UNDER AINE | P| SS ~ Ne Oraney.é f AACA || UNDER HINeLE® = \ A) ELE) | N HE obi} ) ol veores 1RIM 101er <r |23 a / SOMES CE ie \ - 4 Cx ae ee \ ahh wine &.e, a 18 DELL RIM 40/ Nine =< . SEES Aen tose 2x10 DEL #2 RIM 4m PS BOTTOM OF ING. 3B )/ | i > oxy Bowtie” Te NE is) 4 QXx10 DELH? JOIeTS @ IU'aL. iB ) //P = Pe oe Mle esise 2X10 BLOCKING LA > 1v Lal -49 RATT INSUL, NN 2 gs [LA PREsSuRE PEELS “x —W/ 4ILL SEALER GAGKET Me — ela Ue. a aS = R+Z0 BATT INSULATION : ete PAF k xn ee ee x ; P , zich 2x RE MUDSILL je | CANTILEYE 2" MoO PLY SOFFIT x x Ne ay / ~ V2"4x 10 ANCHOR BOT @ 22 0.0. wiAQr es = WAL SEALER Grok. || 6 ») | 3 SIMPSON LUS 210 BEMOVE FOOTING LIP | x | ee Aey dol & i as "py i! st. -] = Peom existe Hae \) = || Vw e6"ox 6 NNcHoR pat bg oe REBAR HORIZ. con —@ 22" Oil, EA KZA BAY WIN , <x e =a ied TWD IU" 0.0, OUT UNDER 5x16 PIN — U6 (2) NUTS W/ " ie “yl oN DWV X FOR. NEW POST FIG. | FIG >! a i HOOK REBAR CALL Ole Thy SVC LS | cexier YAS ~~ NEW FLOOR VEDAER a EIS CITAY 7 ee ee (2)#4 REBAR COKT. CANTILEVER L | Cex . | AME Ab DETAIL-(1) ( Vv > . Wester Fra. (Bcierer) 7 , OUN DATION IS TO EXIST G FL, ~ op iy = : 4! DIAM, PERE. DRAIN (PERIM,) 1 DALE Fe 4 7 2/4" = Oa. De ~~ )—|N RIVER ROCK ,74" F 2/48 <n coe #4 REEAR C 6 dL, 0) a (MIL BLACK POLY nae > L OUTS SAME A peti) ¥ “of fs ea lB a BACH WAY = BOTIOM OF FOOTING \2 MIN, BELOW UNDISTURBED GRADE ENAINEGRED ADDITION OF