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HomeMy WebLinkAboutBLD10-180City of Port Townsend Development Services Department Correction Notice PERMIT NUMBER QLDI 6 -\ RE OWNER EN NA JOBLOCATION \ZO&@ “Tels Se Inspection of this structure has found the following violations: — MEIC OD, Finn or tictas You are hereb Ba ed that no more w Il be done upon these premises unk the above violatio e corrected, unless noted otherwise. When corrections have been made, call for inspection. , Date 42-13 ~ 18 Inspector_Y¥ VV prbs >) DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 | THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE 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. 984600402 PERMIT NO. BLD10-180 ISSUED DATE 09/28/2010 EXPIRATION DATE 03/27/2011 ADDRESS 1206 TAYLOR ST CONSTRUCTION TYPE V-B_ OCCUPANT LOAD OWNER KENNAE MICHAEL PROJECT DESCRIPTION CONTRACTOR OWNER BUILDER LENDER INSPECTION INSP JATE COMMENT INSPECTION INSP JATE COMMENT TESC -FENCE/ENTRANC FINAL BLDG./C OF O [Wn “ead SETBACKS SURVEY PIN] (ih Ye), FOOTING wa YY rend ) Sida ga platy, FOUNDATION WALL (675 [!% : FOUNDATION DRAIN [iw /2ey viderground Ips FA 74/, FLOOR FRAMING sa cap t Floor Framing NE. botha Master Bed a or FRAMING Wy (Y,. (o> Interior (LPG) ity ZOps) By ; af ho PLUMBING WA fe s 2 MECHANICAL Wik 728 \/ Prep SHEAR WALL ey IY Te lEckvior _ INSULATION we] "Z9l) Tov &s \UYey/ sets | Ra Shee a Con of Sass GWa Nik | AL brats ROOF-NAILING MISCELLANEOUS a TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. ECEIWVE City of Port Townsend SEP - 9 2010. Development Services Department CITY OF PORT TOWNSEND BWILDING ADDRESS APPLICATION Name of Property Owner: fat Ke CHING Mailing Address: G34 7ahh Sf fort [twnsenk, WH 4 93¢¢ Telephone: 361- 6664 Property is located in: Addition: 4/ PEY OLIVE Faces/Access is from (OITZ Ah hie 99606404 Block(s): $ Lot(s): = Z a L Entrance wit move from Inyfor to Roosovel Parcel Number Directions to the Property (draw vicinity map on back) SW corner Laylor ¢ koosovett 29(- bb 9 fuer fern If this is a new ADU, has a building permit been applied for? SH 0 LT Notes: Wants TD chance QAppKes OUT L 1b S342 Kooseveltt Stee & ee ADDRESS NUMBER ASSIGNED: __ 83 2 Ro05 Y-(- il Ocatha 6264 Date of Approval: For Department Use Only: 0 Public Works | Application Fee Received ($3.00): Date: Copy to: QO) Finance O Fire Dept 0 Post Office © O Sheriff O Police OGIS O Assessor’s Office PADSD\Fonns\Building Forms\Application-Address Number.doc 3 2/5/09 Sa t h e r Pa r k 1024056 00 MNECEIVE City of Port Townsend SEP - 9 2010 Development Services Department city oF Port Townseno ~=9BBWILDING ADDRESS APPLICATION DSD Name of Property Owner: Let Ke CHING. Mailing Address: 934 Tah fh Sf fort [éwnsend, WH 49 23b¢ Telephone: 301- GO6G Property is located in: Addition: A/ Pe/y grave Block(s):_ 4 Lot(s); 3 24¥ Faces/Access is from: Ourvng remodel Enwinece wi Nove rom laser to Roosevelt Parcel Number IG 46 OO YOR Directions to the Property (draw Vicinity map on back) ) 6 Tayl SW COTY ey Layfor d Lpose VLLr Please remove 1206 Taylor from your address list. If this is anew ADU, has a building permit been applied for? Notes: WANTS td chance ipvokwess Com I20¢6 THOloz. 10 S42 KoosEvetlt St@eer ADDRESS NUMBER ASSIGNED: 832 Roosevelyf Street Date of Approval: {-l- Uf Seats Lee For Department Use Only: Application Fee Received ($3.00): Date: Copy to: O Finance 0 Fire Dept O Post Office O Sheriff O Police O GIS 0 Public Works O DSD database 0 Assessor’s Office PADS D\Fonns\Building Forms\Application-Address Number.doc ; 2/5/09 ple iz’ “% Rdi0-(KO Ice “tH Ne, a Beth. 003 Camio-CUG 1D) E G IE | W le ions? DEV IO-o1Z2,. City of Port Townsend SEP - 9 2010 Development Services Department ciyor ror towisevD ~==BULLDING ADDRESS APPLICATION DSD Name of Property Owner: Lat henng Mailing Address: ¥34 ahh Sf Port Jiwnsenk, Wi G83b¢9 Telephone: 361- 6664 Property is located in: Addition: A/ Fey grnve Block(s);_ 4 Lot(s): 374 Faces/Access is from: Qutving remodel Entrance wil move frm laeplov to k00se vet Parcel Number GG 46 ayy) L042 Directions to the Property (draw vicinity map on back) SW corney Jayfor _¢ koosevétt Streets If this is a new ADU, has a building permit been applied for? ___Yes__No Date: Notes: WAWTS 7D chance Appkgess FKom 1206 7n0 lo. bo S42 Kocoseveto Siti@eat ADDRESS NUMBER ASSIGNED: 832 RooseVvelf | SHreet Date of Approval: 4-(- i Scag L505 For Department Use Only: Application Fee Received ($3.00): Date: Copy to: Q Finance OQ Fire Dept 0 Post Office O Sheriff O Police O GIS 0 Public Works 0} DSD database 0 Assessor’s Office PA\DSD\Fomns\Building Forms\Application-Address Number.doc ; 2/5/09 Sa t h e r Pa r k 6 & +S N2 2 =x S se Parcel Details ®) Jefferson County WASHINGT abas = oF Home ~CountyInfo Departments ~ Search a ee Parcel Number: 984600402 | SEARCH | Parcel Number: 984600402 Printer Friendly Owner Mailing Address: E MICHAEL KENNA PATRICIA J KENNA 834 TAFT ST PORT TOWNSEND WA983685431 Site Address: 1206 TAYLOR ST PORT TOWNSEND 98368 Section: 2 School District: Port Townsend (50) Qtr Section: SE1/4 Fire Dist: Port Townsend (8) Township: 30N Tax Status: Taxable Range: 1W Tax Code: 100 Planning area: Port Townsend (1) Sub Division: AL PETTYGROVE ADDITION Assessor's Land Use Code: 1100 - HOUSES (single units, non-farm) Property Description: AL PETTYGROVE ADDITION | BLK 4 LOTS3&4]| | | Click on photo for larger image. ' ox No | | 38 No 2nd Photo | | Photo Available Available No Permit Data Assessor Bldg Data |Tax, A/V, Sales Info Map Parcel Plats & Surveys Available m Jefferson County v cu noi 9 Best viewed with Microsoft Internet Explorer 6.0 or later €2 Windows - Mac http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp Page | of 2 9/15/2010 tlie CITY OF PORT TOWNSEND re BLDG PERMIT ACTIVITY LOG PERMIT # BUA \0- | SO DATE RECEIVED Y-A-(O Deuptil-ee3 RETAINING UWhtIL_ SCOPE OF WORK: Lem ode \ [Addai Ow) elec abe Argan erwone & Tadd io DATE ACTION INITIALS OsQ*\G [ENTERED INTO CHET NO Cy +G+\ OQ | CHECKED FOR COMPLETENESS MW Plan Review # Bedroom(s) = # Bath(s) = Heat Type: AAV |Cales 1O ke Neve. Monday Mw AWA LO Acholvess Onange Ce quest +o Se MW q-1S-1olO LU Neen A GEeoteth 4eforr, says sw G-1ss0 wnTch Waar Cente SmyYs Zoe Lowell SE O-ts_i0 INE) ApokKESsS Would be! SE SOL. Kooseuvel G- 27-10 | Yan Neview/ CeMPLETe_ Mi fo-27-i1o (RLET TW CA Comtatire to SubaiT | sre MreP For Pe Wc? + ERonT URPD Kock Wat 74-77) [iSite bute Appkess wien Pr Kenny GIG SE SEPTIC? Woke CAM TONE 6 TIN eae BILE Cote 3 ¢ Zoning: aie ; ; Setbacks OK? More than 5 ’m Sidetloride + /o"9A Kid Ko a Lot Size: lO, Op) Sq. EA. Building Size: her Asstin- [1/41 + 264 Garope — Lot Coverage: i 13 Yo = FAR OK? | Leg Height OK? fi . Parking OK? Mo hore Cf é af (A Gas Ope (pe Tus Can afl [ema a garage J+] Critical Area? apped | Anos cide CP/Osion a7 Q2a- dy bA Pe 645) 4’ , " (Check [Mon ( Ela} -£e2. XK 1) Impervious MU ! T§ Not G S/o pe u Per Ricks, Surface limits ) 6k. 19.05.050D4(a) i bres} Sw Shorelines Jurisdiction? No oo _ ee Demo? (Ernvo]v-e Ve wo} —iKR DEMIO-Ul A: Historic Rev/ = — h one. het histori< Per IMD, Design Rev? Notice to Title? Ms Lots of Record? V ker AA Lonments woods MiP-for amy iF iW i Wear oALS + Not eXParde a Spr 00 AAR lem P:\DSD\Forms\General Use roman ivity Log Bldg Permit.doc July 12, 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 # BLD10-180 Permit Type Residential - Addition/Remodel Project Name Remodel Site Address 1206 TAYLOR ST Parcel # 984600402 Project Description Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Kenna Patricia Owner Kenna E Michael Representative Blac'Spahr Tuscan (360) 385-0914 Contractor Owner Builder 0 - STATE exempt 12/31/2010 Fee Information Project Details Project Valuation $80,000.00 Entered Bid Valuation 80,000 DOLL Rinp-Boviton Tipe 554.94 Units: Heat Type: ELECTRIC FAU PLAN REVIEW DEPOSIT 150 150.00 Bedrooms: 2 Construction Type: V - B PLAN REVIEW REFUND 150 -150.00 Bathrooms: 2 Occupancy Type: PLAN REVIEW DEPOSIT 50 50.00 PLAN REVIEW REFUND 50 -50.00 Building Permit Fee 853.75 State Building Code Council Fee 4.50 Technology Fee for Building Permit 17.08 Record Retention Fee for Building 10.00 Permit Total Fees $ 1,440.27 *** 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 Winltrn (Blic Sitar Date Issued: 09/28/2010 Th Issued By: MWAY Signatu re Xuiten. [Bbec!Gaabor Date - [4 W/ 6b Date Expires: 03/27/2011 BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-180 Permit Type Residential - Addition/Remodel Project Name Remodel Site Address 1206 TAYLOR ST Parcel # 984600402 Project Description Conditions 10. Property corner survey pins must be located at time of footing inspection to verify setbacks. 20. Two on-site parking spaces, each a minimum of 9' x 19' are required. The garage is large enough for one of the spaces, and the on-site pad outside of the garage is large enough (14'6" x 18') for another per Director Rick Sepler. Should the garage be converted into another use, another on-site space would need to be provided. 30. Need MIP for any street improvements and for new expanded storm drainage system. 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: 09/28/2010 Issued By: MWAY Date Date Expires: 03/27/2011 Signature FGf2a/0 CON STHUC WALL ee i Ys 7 sor ae ; VEIT nan eee Wokk THAT wt ser lope eG = at ST seit e ?. PAS ProaeED TUE a your. LE] a, TE INFAIL, a A | pe pia TRATION Peas! g sig (NG PERMIT — / OF [HIS Tanke , aa Wa s t e Wa t e r St o r m Wa t e r 1 in c h = 50 fe e t MECEILVe mI Development Services Residential Building Permit Application Project Address: Legal Description (or Tax#) [206 [aylor_ 5freer Addition: AZ Pei Zoning: A ~// ~ Block: Parcel#. 7S&¥600 404 Lot (s):_3¢ A Project Description: A.Z720@éL 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: Building Information (square feet): marae: Lut Ke e 1° floor AT] wedG, Garage: LIZ IG, Address: §3¢ fart Street ® floor A72 HH Carport: City/svzip: WU Jownsend, WA IBEY AP floor S«COtheer: Phone: Email: 30/-666%, pgte prinfery.tm Basement 7—T U VT oe . 7 ss . - Contact/Representative: Piniehed: oe _ Unfinished: “7 _ Name: Tis. C&L he'd Decks / Porches Phone: _ 3£5-OF/¢¥ Covered: -@ Uncovered_-@ Emai:__ 7Wutnsler nn S@ ginal. Lom Heat Type:_F/ectric ¢ Propane Electric U/__ Heat Pump Other /4AaNE Contractor: Same as Owner . Name: Total: #Bedrooms_62_ #Bathrooms_ 2 _ Address: ; City/St/Zip: Size of lot_/O, 770 ___ Square feet Total Lot Coverage (Building Footprint):* Phone: . Square feet: 16 78 % 16.8 Email: . Impervious Surface:* State License #: Exp: Square feet: A¢8 O *Total existing & proposed City Business License #: Lender Information: What year was the structure built?_/75/ Lender information must be provided for projects over : _ $5,000 in valuation per RCW 19.27.095. If work includes demolition, see Page 2. Name: B, Pet Kenna Any known wetlands on the property? Y (N) Project Valuation: $ 8 0, O00 Any steep slopes (>15%)? Y () | hereby certify that the information provided is correct, that | am either the owner or authorized to act on behalf of the owner and that all activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code. Print Name: Jt “tsCar/) Blac’ Spa Signature: 7 2 ZL tan tal 3 ta pthe Date: G/ q, / 26/ O Page 1 of 2 - 1/4/2010 -OVER- RESIDENTIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new dwellings, additions, remodels, and garages. O Residential permit application. 0 Washington State Energy & Ventilation Code forms 0 Two (2) sets of plans with North arrow and scaled, no smaller than ‘%” = 1 foot: 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 O Floor plan: Room use and dimensions Braced wall panel locations Smoke detector locations Attic access Plumbing and mechanical fixtures Occupancy separation between dwelling and garage (if applicable) Window, skylight, and door locations, including escape windows and safety glazing ll section: 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 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 oW OM N A A R W O N A D N A A A R W N H 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- BLD 10 —1 W Before hiring a contractor If you are a consumer interested in having work done by a contractor, this brochure can help you by: ¢ Explaining how the Washington state contractor registration program works. * Describing how the contractor registration law protects consumers. ¢ Outlining the requirements for contractors. Washington state law requires all contractors to be registered. General contractors must maintain a $6,000 bond and specialty contractors must maintain a $4,000 bond. (Specialty contractors are those who participate in no more than two trades and do not subcontract work to other contractors.) It is against state law for any contractor to submit bids or perform any contracting work without being registered with the Department of Labor and Industries. It also is illegal for contractors to advertise without including their 12-character contractor registration number in the advertisement. Consumer protection The contractor registration law exists to protect consumers from incompetent and/or fraudulent contractors. Requiring contractors to be bonded gives consumers some financial protection against unsatisfactory or incomplete work. Dissatisfied consumers may take civil action to obtain restitution by taking action against a contractor’s bond in Superior Court. The law also requires contractors to carry insurance for property damage and public liability. It also ensures that contractors have a current Unified Business Identifier (UBI) Account Number and Federal Employer Account Number. Any correspondence you send to a contractor should clearly state that bids: will not be accepted unless the contractor provides a valid registration number. . : While the law does not guarantee perfect... performance, it improves the likelihood that the contractor does competent work. Registration penalties A maximum $3,000 fine and a misde- meanor infraction can be levied against any con- tractor who performs work or submits a bid with- out being registered with Labor and Industries. _ 12 tips to remember 1. Make sure your contractor is properly registered. 2. Be wary of contractors who ask you to pick up the building permit. 3. Plan your project carefully, including detailed plans, if necessary. 4. Try to get at least three written bids on each job. 5. Ask contractors for references. 6. Ask what inconveniences might arise. 7. Obtain a written contract. 8. Make sure you understand the terms before you sign anything. 9. Be cautious about paying for work not yet completed. 10. Put all change orders in writing. 11. Make frequent inspections and consult your local building department. 12. Avoid making final payment until you have received a lien release from suppliers and subcontractors. Risks and liabilities When hiring an unlicensed contractor and acting as your own contractor: 1. You are responsible for the medical and time loss costs of employees injured while working on your project. 2. You may be liable for all unpaid taxes. 3. Your homeowner’s insurance may not cover work done by an unlicensed contractor. 4. The law requires complete disclosure of all work that has been done on your home, if you resell. You may be required to do work over again that has been done without permits, or inspections. Non-disclosure can lead to civil action being taken against you. 5. You may be placing yourself and your family in a life-threatening situation, especially when hir- ing unlicensed people to install plumbing, elec- trical wiring, heating systems or wood stoves. 6. Suppliers can place a lien on your home for non-payment of materials by your contractor. 7. Unpaid workers can place a lien on your picpeay, 8. When problems arise, your only recourse is a lengthy and costly civil action — if there are any assets of value to attach, and if you can find the Contractor. iene Insurance protection Contractors are required to carry at least $20,000 in property damage insurance coverage and $100,000 in bodily injury or death insurance. You are encouraged to verify the contractor’s insurance coverage with his or her agent, as the department's records may not reflect current coverage. Our information line The Labor and Industries contractor registration information line 1-800-647-0982 operates weekdays from 8 a.m. until noon and | to 5 p.m., excluding state holidays. The information line allows you to check whether commercial and resi-dential contractors are registered and properly bonded. Our staff can tell you if the contractor currently is registered, if action against the bond is pending, or if legal acton has been taken against the contractor’s bond in the past. We also can tell you how long a contractor has been registered. Labor and Industries is an Equal Opportunity and Affirmative Action employer. The department complies with all federal rules and regulations and shall not discriminate on the basis of race, color, national origin, sex, creed, marital status, sexual orientation, age, religion or disability as defined by applicable state and/or federal regulations or statutes. OWNER SIGNATURE Receipt Number: e o 2 BLD10-180 984600402 Plan Review Fee $554.94 $554.94 $0.00 BLD10-180 984600402 PLAN REVIEW REFUND 150 -$150.00 -$150.00 $0.00 BLD10-180 984600402 PLAN REVIEW DEPOSIT 50 $50.00 $50.00 $0.00 BLD10-180 984600402 PLAN REVIEW REFUND 50 -$50.00 -$50.00 $0.00 BLD10-180 984600402 Building Permit Fee $853.75 $853.75 $0.00 BLD10-180 984600402 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-180 984600402 Technology Fee for Building Permit $17.08 $17.08 $0.00 BLD10-180 984600402 Record Retention Fee for Building Per $10.00 $10.00 $0.00 Total: $1,290.27 10-0732 09/09/2010 PLAN REVIEW DEPOSIT 150 $150.00 BLD10-180 CHECK 1040 $ 1,290.27 Total: $1,290.27 genpmtrreceipts Page 1 of 1 Receipt Number: BLD10-180 984600402 PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00 Total: $150.00 CHECK 1027 $ 150.00 Total: $150.00 genpmtrreceipts Page 1 of 1 Page | of 1 John McDonagh From: John McDonagh Sent: Wednesday, January 26, 2011 3:16 PM To: Tuscan Blac'sphar (twindorn5@gmail.com) Subject: FW: BLD11-003, Kenna retaining wall Attachments: CONTACTS.doc; Letter to Geotech Consultant 09.doc; Slopes degrees and percent.pdf See if I got it right this time. John McDonagh, Senior Planner Development Services Dept. City of Port Townsend Pt. Townsend, WA 98368 360-344-3070 office 360-344-4619 fax | Sent: Wednesday, January 26, 2011 3:13 PM To: Tuscan Blac'sphar (twindors@gmail.com) Cc: Fred Slota; Suzanne Wassmer; 'crowen@olypen.com' Subject: BLD11-003, Kenna retaining wall From: John McDonagh ; Hi Tuscan, Thanks for the conversation today. To summarize our talk, the Kenna property has a flat “bench” where the existing house is located. The northern portion of the property is much steeper and significant portions appear to have slopes that equal 40% over a vertical distance of 10 or more feet. If this is true, the proposed retaining wall (BLD11-002) would require review and approval of a Critical Area permit. The two small additions approved for the house were OK’d because they lie on the ne side of the house or away from this slope. Per our discussion, I’ve attached some information on Critical Area professionals in the document entitled Contacts; Geologist that have done work in PT in the past are listed near the middle of the document. Be aware that some of the firms may no longer be active or may not have a licensed geologist on staff (such as Northwest Territories Inc.). | have worked recently with Dan McShane, Shannon & Wilson and Krazan. | also attached info on what kind of info we look for from geotechnical consultants. This document also summarizes portions of the critical area code pertaining to geologic hazards. If, in working with a licensed geologist, you can verify that the slope in question is less than 40% and that none of the other geologically hazardous area criteria are met (i.e. if the geologist can state that the slope is not a critical area as defined by our code), then we can issue the retaining wall permit. Lets hope that’s the case, but I’ll need you to provide info that verifies it. Lastly, I’ve attached a sheet showing how we measure percent slope. It also shows how to measure degrees but our code regulates it based on percent. | hope the above info helps in working this issue out. Please feel free to contact me with further questions. | John McDonagh, Senior Planne Development Services Dept. City of Port Townsend Pt. Townsend, WA 98368 360-344-3070 office 360-344-4619 fax + 1/26/2011 ; BLoIo -(AO WASHINGTON STATE UNIVERSITY EXTENSION ENERGY PROGRAM Unvented Attic Assemblies Factsheet WSU Energy Program May 22, 2009 The Washington State University Energy Program (WSUEP) has received a number of questions regarding the Washington State Building Code Council’s (SBCC) approval of an Energy Code change allowing unvented attics. The code change will go into effect on July 1, 2010, barring any additional changes prior to that time. The new language is an exception to WSEC Section 502.1.6.3, and is underlined below. 502.1.6.3 Roof/Ceilings: Roof/ceiling assemblies where the ventilation space above the insulation is less than an average of 12 inches shall be provided with a vapor retarder. Faced batt insulation where used as a vapor retarder shall be face stapled. Single rafter joist vaulted ceiling cavities shall be of sufficient depth to allow a minimum one inch vented air space above the insulation. EXCEPTION: _Unvented attic assemblies (spaces between the ceiling joists of the top story and the roof rafters) shall be permitted if all the following conditions are met: 1. The unvented attic space is completely contained within the building thermal envelope. 2. No interior vapor retarders are installed on the ceiling side (attic floor) of the unvented attic assembly. 3. Where wood shingles or shakes are used, a minimum 1/4 inch (6 mm) vented air space separates the shingles or shakes and the roofing underlayment above the structural sheathing. 4. Any air-impermeable insulation shall be a vapor retarder, or shall have a vapor retarder coating or covering in direct contact with the underside of the insulation. 5. Either Items a, b or c shall be met, depending on the air permeability of the insulation directly under the structural roof sheathing. a. Air-impermeable insulation only. Insulation shall be applied in direct contact to the underside of the structural roof sheathing. 4” air space (with wood shingles or shake) Air-impermeable insulation to code requirement No vapor retarder Exception 5. a — air impermeable insulation only, in direct contact with roof sheathing WASH [INGTON STATE UNIVERSITY EXTENSION ENERGY PROGRAM b. Air-permeable insulation only. In addition to the air-permeable insulation installed directly below the structural sheathing, rigid board or sheet insulation shall be installed directly above the structural roof sheathing as specified per WA Climate Zone for condensation control. i. Climate Zone #1 - R-10 minimum rigid board or air-impermeable insulation R-value. ii. Climate Zone #2 - R-25 minimum rigid board or air-impermeable insulation R-value. Rigid board or air-impermeable insulation above structural sheathing e R-10 minimum in zone 1 e R25 in zone 2 Air-permeable insulation _ (adds up to code requirement < — with rigid) = ‘4’ air space (with wood shingles or shake) No vapor retarder Exception 5. b — air permeable insulation interior, air impermeable exterior. c. Air-impermeable and air-permeable insulation. The air-impermeable insulation shall be applied in direct contact to the underside of the structural roof sheathing as specified per WA Climate Zone for condensation control. The air-permeable insulation shall be installed directly under the air- impermeable insulation. i. Climate Zone #] - R-10 minimum rigid board or air-impermeable insulation R-value. ii. Climate Zone #2 - R-25 minimum rigid board or air-impermeable insulation R-value. Rigid board or impermeable insulation in direct contact with roof sheathing e R-10 minimum in zone 1 e R-25 minimum in zone 2 Air-permeable insulation _(adds up to code requirement with air-impermeable) ’A” air space (with wood shingles or shake) No vapor retarder Exception 5. c — air impermeable and air permeable insulation interior WASHINGTON STATE UNIVERSITY EXTENSION ENERGY PROGRAM wy Some things to keep in mind: e This code change is effective on 7/1/10. Some jurisdictions have allowed builders to use this exception prior to its official adoption date. We recommend that the applicant closely follow the manufacturer’s installation instructions. In addition, builders should be aware that you may be taking on additional liability since this code change has not officially gone into effect. e Know what type of product you are using. Is it rigid sheet foam, open cell (usually 0.5 to 0.81b/ft*) or closed cell (usually 2 Ib/ft*) spray applied product? What is its R-value per inch? Look at its ICC Evaluation Service report (http://www.icc-es.org/); does its listing allow it to be applied to WSEC required levels, or are there limitations due to flame spread? What will its installed vapor permeance be? e In traditional vented attics, the vast amount of moisture intrusion into attic spaces is via air leaks in the ceiling, through light fixtures and other penetrations. As such, air sealing details present in the WSEC are critical in avoiding moisture problems in that space. However, with the unvented attic assembly approach, the unvented attic space is designed and expected to operate close to the temperature and humidity levels of the living space below; as such, no special air sealing at the ceiling is needed. e The requirement that there be no vapor retarder on the interior ceiling of the unvented attic assembly is primarily intended to avoid trapping warm moist air in the attic area in warm humid climates (not an issue in Washington) but also to make it clear that a vapor retarder is not needed at the ceiling level for the unvented attic assembly application anywhere e Exceptions 5a and Sc will be used for spray foam application directly to the underside of the roof sheathing. This application can result in reduced building enclosure air leakage. If ducts are installed in the attic, it will minimize impacts of duct leaks. e Exceptions 5b and 5c allow for combinations of air-impermeable and air permeable insulations in unvented attic assemblies. These are commonly referred to as “hybrid systems”. The potential problem with this type of system is creating a condensing surface where an air impermeable layer transitions to an air permeable one. Indoor vapor could migrate through the air permeable layer and be stopped by the interior surface of the air impermeable layer. If the minimum rigid board or air-impermeable insulation R-value requirements are not met, this surface may be cold enough to be a condensing surface, potentially leading to mold and rot. Disclaimer: This factsheet outlines the changes in the attic ventilation requirements of the WSEC, and to identify the issues associated with those changes. It is not intended as an endorsement of the changes, or a recommendation for their use. If you have questions, please call (360) 956-2042, or email energycode@energy.wsu.edu © 2009 Washington State University Extension Energy Program. This publication contains material written and produced for public distribution. Permission to copy or disseminate all or part of this material is granted, provided that the copies are not made or distributed for commercial advantage, and that each is referenced by title with credit to the Washington State University Extension Energy Program. Copying, reprinting or dissemination, electronic or otherwise, for any other use requires prior written permission from the Washington State University Extension Energy Program. WSUEEP-09-017. Bo ___ FIELD COPY = 68.5 Ae UI 5)\2#0a) 2% A 3% va Tk ney Se 1,49’ spher | 3Qx13% [34s TE 2ax vy L 4 ‘Ps “9 t ae 7 &é rh wl ° a tT Ag 3878 18s e sD Og ‘, : AN La \ t \o <4 | \ B25 7 ein)" 5% x9 | \ aa - — 2 INNSGH : 4g.5 Sree al - 2 . / Leo UNE 4 - w/e? OWEN STRUCTURAL ENGINEERING INC. Pat Kenna 220 E. 1% St., Port Angeles, WA 98362 Residence Remodel (360) 452-8574 FAX (360) 457-8020 Tuscan Blac’ Spahr Designer oe spe / 16! | O255 E (3.28) ~. 4% N \ 4 \ ~~ ao Lith 625 } at 3)/)4. gk) © VEO ~ bv \ = 7 500 OWEN STRUCTURAL ENGINEERING INC. Pat Kenna 220 E. 1% St., Port Angeles, WA 98362 Residence Remodel (360) 452-8574 FAX (360) 457-8020 Tuscan Blac’ Spahr Designer )QO2SS ee f OWEN STRUCTURAL ENGINEERING INC. Pat Kenna 220 E. 1* St., Port Angeles, WA 98362 Residence Remodel (360) 452-8574 FAX (360) 457-8020 Tuscan Blac’ Spahr Designer oe lO2SS zz) Ga) = 299 La plF w F 7 ot Dp ) 2+ 1) : L Di pot 2+ 3,8 e 14S pl? 4G. 1207+ Be 5 TN) M4 = 240 elt X94 =2U17 =~ 7K bog 4 / 3° AB) ‘eo we, Q EN | 54, t2elf - 388% a L AZ vA / op i. A\ [8 A= 2 9F0 6734" ee 2145 OWEN STRUCTURAL ENGINEERING INC. 220 E. 1* St., Port Angeles, WA 98362 (360) 452-8574 FAX (360) 457-8020 Pat Kenna Residence Remodel Tuscan Blac’Spahr Designer - COMPENY Oape, [OP se et Dea | | A t® Roat Diognragm * OZ AD) 1.00) (4s) 71.6 gf {72Y 2) : ~/32 (2) (2.3) py — dow t vei OWEN STRUCTURAL ENGINEERING INC. , Pat Kenna 220 E. 1* St., Port Angeles, WA 98362 Residence Remodel (360) 452-8574 FAX (360) 457-8020 Tuscan Blac’ Spahr Designer oe | 1OZe7 Project Name = Kenna Residence Date = Thu Aug 19 13:47:18 PDT 2010 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 48.12108 Longitude = -122.76239 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B- Fa=1.0 ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (9) 0.2 1.347 (Ss, Site Class B) 1.0 0.492 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 48.12117 Longitude = -122.76215 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B- Fa=1.0 Fv =1.0 Data are based on a 0.05000000074505806 deg grid spacing . Period Sa ON Sg (sec) (g) al 0.2 1.348 (Ss, Site Class on X AX 1,0 = 992 1.0 0.492 (S1, Site Class B) - BY 2 x 50% > os Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 48.12122 Longitude = -122.76222 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B- Fa= 1.0 ,Fv = 1.0 OWEN STRUCTURAL ENGINEERING INC. Data are based on a 0.05000000074505806 deg grid spacing 220E. 1% St., Port Angeles, WA 98362 Period Sa (360) 452-8574 FAX (360) 457-8020 (sec) (Q) 0.2 1.348 (Ss, Site Class B) Pat Kenna Residence Remodel Tuscan Blac’Spahr Designer FILE CHOY ® AUS = IS - ' - Ge 1 bal, lh) 5q¥ - 495 a: BS Lek Ussy w/LF ee a 4 D) Cet > 3.254 24 3 2 De bel te a" 12\4* XG 1 Te TaN SF ee: x LYa 1! UY ray Ng f = 272 = | || Yar ig f ‘ |] * cae ras 14 ~ 7 Wi i ae, Yajae 9s > ol (Houex, Wook |U, <> Py bes \ J J | he ‘ Hh 8/19 | 7 OWEN STRUCTURAL ENGINEERING INC. Pat Kenna NSEND Residence Remodel —ecictensc 220 E. 1* St., Port Angeles, WA 98362 (360) 452-8574 FAX (360) 457-8020 Tuscan Blac’ Spahr Designer OWEN STRUCTURAL ENGINEERING INC. Pat Kenna 220 E. 1% St., Port Angeles, WA 98362 Residence Remodel (360) 452-8574 FAX (360) 457-8020 Tuscan Blac’ Spahr Designer , J)QO2sSS ores } { a te | . — S £ \ I | af 1 QJ an = ; 5 0 OWEN STRUCTURAL ENGINEERING INC. Pat Kenna 220 E. 1* St., Port Angeles, WA 98362 Residence Remodel (360) 452-8574 FAX (360) 457-8020 Tuscan Blac’ Spahr Designer N QaJ lo4 p tv OWEN STRUCTURAL ENGINEERING INC. Pat Kenna 220 E. 1% St., Port Angeles, WA 98362 Residence Remodel (360) 452-8574 FAX (360) 457-8020 Tuscan Blac’ Spahr Designer , | CO MS tny wr, 0255 | A) €& Root IEPNN 9g mm ‘ (\ q 4 s)( Los)(4, $4195) 74, F pt “us 2S _ ~ 129 OWEN STRUCTURAL ENGINEERING INC. , Pat Kenna 220 E. 1* St., Port Angeles, WA 98362 Residence Remodel (360) 452-8574 FAX (360) 457-8020 Tuscan Blac’ Spahr Designer )025S Project Name = Kenna Residence Date = Thu Aug 19 13:47:18 PDT 2010 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 48.12108 Longitude = -122.76239 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B- Fa=1.0 ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 1.347 (Ss, Site Class B) 1.0 0.492 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 48.12117 Longitude = -122.76215 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B- Fa=1.0 ,Fv=1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (9) e 0.2 1.348 (Ss, Site Class B)// +— xX ZX 1-9 = (996 = 1.0 0.492 (S1, Site Cl B (St, Site Class BX 24 KX LSOR > FD Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 48.12122 Longitude = -122.76222 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B- Fa=1.0 ,Fv=1.0 OWEN STRUCTURAL ENGINEERING INC. Data are based on a 0.05000000074505806 deg grid spacing 220E. 1% St., Port Angeles, WA 98362 Period Sa (360) 452-8574 FAX (360) 457-8020 (sec) (g) 0.2 1.348 (Ss, Site Class B) Pat Kenna Residence Remodel Tuscan Blac’ Spahr Designer ” FILE COPY Nw a -- —> a PROPERTY LINE (00° ™N See Oe : LOT ¢ _~—~7180 LOT 3 POS --—> | O° ig , eee rate Pia ig ae IMPERV;, | OK, Sa of ee ee Pe ee ee Te 2: a 10US SURFACE : LECAL 4 = — la DESC R// ; Tg ers eed eae ca fee cake ae rats ae Existing house/roof (1756. $F BESCRIETION Se aS ae ae ae Rous a Sa Proposed /iouse/roof = 320 5F renin ‘ ' NX Se . ceases eee ee eS at Kear yard conc. /oaving you ibe : earner SE V¢ es Se Soe gt oe a mek or “otal . ‘Township: 30N +a Pi ey eee on ee ate ee ae ee ae eT eee 2480 sF frange: IW 4 PR eee i eens er _ Kroperry (00'X /00"= (0,000 5F Lot Sze: (0,000 sf eS g See , ae a lips aS ee as Jofal sper vigus survace ~ 24.8% jaa) Abii | ee —— Ae Stes ae ee of GENERAL NOTES a ie uae — ——_—_ ~~ Fa all ee ; Existing hr _— ge — Me : : OWNER: ay cee ore vo coe feed we an i! ; All Apy1CA O/2 /ocal, svare, and 2006 Pat Kenna eT TT ae ouwueaoe ee - _Lnternaronal Residenfial Code 834 Tat SY : ave 7o 6é followed. YY revisions - reer * to focal or state Codes are 2/50 fort Jownsend, ) . Yo Le followed. WA 78368 (3 pease ee 3 360 30/-6669 y} tee e y, ! - S < | wh BUILDING DATA: ee ROR a A SITE ADDRESS: ? OST IFUCT IOP? - x Baees, oe Occumpancy oti _ = (206 Taylor Sr- ( x Il =F ' Five Zone 3 Port Tow/7send 3 ( 3 7% aS Seismic Zone, D : WA 78368 fee ed «(S93 / | Wind Speed. 85 12h \ Non mana OS N - Exposure Glegory B : Bee 30’ “Ge ee | eo ao an th DESIGN: po seers ieetictams | ontracror shal/ vevify all AtMENS(OnS , , N : : \ >. on é Zr, te rape wel as eg she, COW a Ors VELLESEN - ~ . a | 9 | Pu nbtag ne a ative Sie; (90002; THE dexgner Port Townsend. 7Wo ex/s7i11g | non-Coitorptie | 7 | Upp Als COVEry OF ang A/sCrEep— WA : grandfarhered| parking space a ; eh | Anes LCTWECEH Yea AVAVUNGS ard. 76368 ws | ¥ | 56 — tg CXSTIMNG COMALTZ OVS - 360 3285-09/4 ae Mad ee ! x | ; igs ene Ags | | i The dvawings shat! rrot bG scéh ; ie 7 ' nae _ | 4d é a , Zo dererpaeri1e LME11 510718 . pests 5 a pien Gk 1 EXISTING HOUSE fet i aS are ta dougt (he contractor or a or ra oy EE : a 7 Ne ee 24" nuim ser, CUtractors reoresentare sha NORTH te, “4 = \ po cntacr “He ow es Yan. pir" ae ae ‘ Sinan Ha shasimarede: 6003 r ar new 'high fence : ihre on (Gper fev 13-/'O N “ tL Proposed daly 1 -M The Confractor Shall fol/ow , : ae eae So Nee SN See = po] * [ocal, State, Varjonal ¢ Dates GMMR EE Te 2OOG he nec Se ENN NS Se Mare es eg hey mn at ps Batranee SAX SS SS : ! ce: ieee ag fig Clevmp, exty 8 ConsrYrucrt1on PT te ial eK , ieee atl aeaeateees MOY W “ | ! ees COMPLIANCE 5 YD ' aah a: B: - ee a ne . | ae ENS q rae E G e l V E = ioe. <hr | SEL saci f | 5 7 | > Penurr #8 LDIO-1B0 SEP - 9 2010 ~ ES Ee see: — omic ch lcs th cai lp ta es a a ie ge \ \\cikeye Vascunls (BUS lO - to ~ Mie oe i pees Le! / alternate location infiltration wench : ns BY be CITY OF PORT TOWNSEND TE Oe Cail sae) 0 ; yar. \ ¢ any errors of omissions. All work must KR UMA) eo (58 -———— a | pe: 8 Si appeal codes'and teomaliaen, = aay om toe ee Lio a \ | le codes and regulations. _ PROPERTY LINE 700° 7° ! . re “3 a ie XS {30' \ SITE FLAN (ool \ S : | ™ ~ NS |. fin in Adams srreet a FOO ea pees sig: pa sen & & ¥ SHEET sof 6 SEVELT STREE x) ig Be u N S __ 156¢ 7. — \ NS i i ees AP cD aelidg oa " S Oo. bt . Ms lia SS Ve eae /¢°1neuntam asa ext. Lie = Teas ao ee a Oe FE SIDENCE REMODEL hr FAT KENYA ‘ See eet . ~| {8 Se ? 832 ROOSEVELT STREET (1206 Taylor st) 97 Ba ec PORT TOWNSEND, WA g a: — » + \ / FA Y L O R . ST R E E T rantove concrete sidewalk - | IS NAAN Ce / l i n g ra f t e r s To re m a i n re m o v e Wa l / DL L LL L L L O L E L L A L L L L L OL E | | eens Te sass ana eee 4 i AO \ Bearing wall — Ex/sting fiveplace ‘6 iad et " 7o reryairy eee | ek ; i ek £x1stirng Crearth 7o rerHnatny i a PB | ) 1510": | /5'10" ae REGS, yo ny iT gh ae kemoave roof overhang —y REMOVE: al cetling, wall ¢ insulation materials. emave atl Wiridows ¢ doors. Ela Windows fo be removed RSSSSN) Wall sections 7o £e rernoved JIOOSEVELT. STKEES- {1ree ] oO \ Recs aa save ¢ sev aside — a H Me | pa | << Taos | zi = > nen TaN So | vemove shred. | | NY —~ ee C ae | : tees | “emove all ; | | | i Ee, YZZZZE | r | s jae | cs kermove concrete patio | rs | | NY / ! | | | ae c \ “ : 5 = | baa ! ee F Ss . J i Se oe , | py a I: ' wa | | | Kx ea Ro) a | ) | | | 1 NES 7% : Ps | __n HES SG | | Ped P N | vy “ : I een ) oN ey N Nod i: or 1 et eee N_ | pe ce [von | Ivor S| \neoam Eiene pon ey | ee ee 9! N | vemove ad | S| N | cabinets and | Ni | “planes. ae ~~ | | / yi | a! ia cee ee eee ‘ DEMOLITION PLAN Ye"=1O" lf rempve Closers | Pa ret Sean Pee Nees ae SHEET 2 of é Fernttted No. DEM 10-O2 PPESVDENCE REMODEL for PAT KENNA 832 ROOSEVELT STREET (1206 Jaylor st.) — LORT TOWNSENO, WA — Garage: Ex/sting slah on grade a oe w -_ ~i pada 2" rigid (nstl/arion Va [J NO EXCEPTION TAKEN [] FOUNDATION ONLY (] SUBMIT SPECIFIED ITEM Corrections or comments made on the prep drawings during : tnis review do not relieve contractor from compliance with requirements of the review of general conformance with the design to the structural review caiculations based on the information given in these documents. The confirming and correlating all quantities and dimensions: selecting fabrication processes and techniques of construction: coordinating his work with that of all other trades: and | performing his work in a safe and satisfactory manner. ‘ y MAKE CORRECTIONS NOTED [1] CONNECTIONS TO FOUNDATION DESIGNED BY OTHERS 2d04 BC. This check is only for contractor is responsible for: CRAIG R. OWEN Congulting Engineer, c 80" - 20" K/2"K 12" 2, a __ . Add 2" rigid insi/ation pee eet = = eee antl Spy ; , ~ a 1 f. : ; 2X6@16"0.C. | f 7 Los “Down Soeduve. 4 SAEARWALL Sch EDULE re . | r | : Sheer Sef FROPOSED ||| & —~ Ailrccked — ADDON ||| , eet alll S Previous addition fo esting hiaeasaoe “agama 2 Le x || BROT Hae TO GENS heuee, Concrete beck || S WU - Wei MSsntlt red eaicnde 7 be Ny fourdarion pal Sober fF =f , oo ra Nels <i : : ory N Ze + a & = — : P ° ~ i? yi : 5 ee | eee a , “® 4 CXIf. ACCESS —s ]@erztoc. ye Ga Hy | Z&MROLOSED MODITION a Sf : ree ee : os . [ ou é0* 20° Rolin) ! = G tr ——- Hdd 2" rlgli tusilar/on a NI aot EE «a pe | ; d ; ; ; oe ° CAE == | >. 4 NV y) Y , aft pelo” ee eel ? 7 a 454 , /ON la t V4 5 O ~ ! + 1470" 2 2 F 0 NOA A ‘ rt C2 svacrs coum wf gare a fae - 7 i at |i : Ne (= ‘ vv \\ = . WIZZLIILL LLL LLL LLL LLL LLL LE 36" handrail aa or means " ) aad , eee SSS K-36" Aandrat [? EXIMSTe Chimie bia S7[0raze: rooted, a i ea segancay secre: || Leen ! eS sca oie a S oe creer Oe a = I : S | ‘ : . ete ee ia =e BS NS N SN . y = | z S | NN | E iY) ea | ¥ NS FORE DECK (9) | ROO ED) 1 t | PROPOSED | aa 8 ay | LOBOS ED BS)" ASN cece pera te cee Sl |e Naa X Ex/stitg | > q Bhi Roose CHER | s BR N v ! | IS ails W] | - ‘ thee m8 : : gaan ee sari eth tied Ip |§ h f: - | WwW | NY x | N | ™ | IS ‘% aN N | | ‘s RN 8 BS | R NN | ry Q S| | S | Xx ) | ™ | | cf ~ | Y | ERE ee CRN Oey.) eeeieee | [ * | <—a S ! S| 7 | | x rs =e (8 “handracl ee | Ny : ~| | = fo, ae V7 x ee Ei me: cricket ane F ; — Exist, Ad +3 ree op nae ee l , | ek eae | | Ee -] oN | x meee v) | Q | & “I: A | © eared + | He | PROPOSED Md | ut rea | ans a jt 3 ae $ F es eae | Zatcates vewtity.tnebencata S| | | a el ROOF PLAN t4'=/0 FOUNDATION ¢ RCOF PLAN SHEET 3 of 6 PEMOE NCE REMODEL for FAT KEMVA 832 ROOSEVELT STREET (1206 jaylor St) PORT TOWNSEND, WA 4 = 3 ES [ if ren Wr ea |S WI ! i A Pe Ll Future—not ih tty's Fs . a Ly permet application) ! | —t C1 | mee 4 ae cl H eck | | age ES o } j 3 i LE Ne 5 Hf Leg! | u | a / Aly TAT : ro | | ee geal <f may : 4 oat ae —— — = — | a ie ene gn ae eral: Concrete retaining Walls - see site PF eee eee : Olan. Wan. grade 70 grade CHANGE 3'0" C1] NO EXCEPTION TAKEN 1W/ MAKE CORRECTIONS | NOTED z tp ek wale y ios | ie 4 A sad, Dy ; (] FOUNDATION ONLY [J CONNECTIONS TO FOUNDATION : x Fu), wentrance door ¢ Widow W 7’ forewar: : cae P DESIGNED BY OTHERS 4 a of CX1y, ComsT¥uct/on Ex7g, Comstrucvon, /1ltv windows New constuction (1 SUBMIT SPECIFIED ITEM aa y cane ween eet Corrections or comments made on the shop drawings during i SMe" Hardae Parel w/ oie pa See 2 teaecar te ws cncwleees with ; Hie" Hardi fanel uf blaG. (PLT (for 7yvek) over ¥2" COK plywood ~ SOUTH ELEVATION Y/=/'0" wo Fel OOR AREA : (rounded in suave feet) requirements of the 21004 IBC. This check is only for review of general conformance with the design to the structural review calculations based on the information given in these documents. The contractor is responsibie for: confirming and correlating all quantities and dimensions: selecting fabrication processes and techniques of construction: coordinating his work with that of all other trades; and | performing his work in a safe and satisfactory manner. : ah 6/042 x #6/2 ¥ trite a nas ah Syt|-Butlt Super Ps Bane & : CRAIG R. OWEN oe @/86.| CxTg. N 5! Lntertherm Ss TAspection RecbiRed, yy oe eee LPL MET Fi 2F SF Consulting Engine N _— Be! Fl Us] WATER PRIOR To x/sting /fouse UTZ SF : nate 4 By pal N a> Ss ae a CO/UN/7 np fy} SASPECTION , Fropesed, M. ath (07.5 . eed wan tte Soh Edt yg JQ re . NI be a ia Ce aie r fm OOrR ; : 4 (fom Garage) ( 272 See ce ORE SSE Stree» en a ae \ 5072 ‘Ova ~ (Vi114 (LOOM : 5. a N the Deiter a v ON eee I Eg = GARAGE 0'9"x 19'3" 3 N IX SS et TOTAL LIVING SACE = /Y79 sF : Lnstlate ail Walls J¢ CELING. b) N % ¥ ii TE ++ es W Ae os Moan pra ceiling ¢ wads N dé SEE Elermical Plant Pop | Bad a ee? Windows: Kolbe ~ Kolbe clad alurninum HK Lok 270, grey tut, Glatlig aveR 21%, y Rihiick eae 2'0%"' N FOR SMM DETERS errs | REQUITEA EG1ESS U-Factor Transon.32, OH. 3% Case..3% Lycrum Y2" sheetrock. exteriov Wall. @ co Dex y | cia See ie NEw? © Safety glass eS 4 iN " t b , Th 1 A2s ale'7” Existtng teredace [1 x IR ae! | vs Te : 4 ee r E a) 60) a | Nf is | /\ = 2 3 , RO. 10°02 k 2'Ofe 8/0" O95 ale, +-——— is 2°xo8 T_K SPS irs \ ie ks me | g 20h xs'0/2 |6o/2 x 30% reese isi | 5 wa aie § 5 [shelves || oie CS |\ [shel ro TFN \be, ‘am wn \ Goa Ba x an =n SAN ANS SSS Eur, Dery 0,26 \ 5 + + eps . al) § Existing concrete hefrth | | | xi 4 : cdipy | Ws : te pene =+ a Nos , ‘ Se Ls - Lx OP VS S 45° \ssxa-bexp8 i tt ax Ge (> 3'2 X Wo versa lam span 126 NN SBS a. SA. 8 es f * Tw ww 6 ate is Ps ~S NSN mae tee EO el|]} Sx 8) Pires Thermo sjatically Q° Wt 7H" Ww | + 80a Lia vere lem [eee |e | NS. my as, S MA SX\ FACTUR™. = _ ry /'ro//ea RR) ‘oi 2 2 verse /4/ 2n ||? $8 A ontrolea propane Sew oo | R ee oreke ig ee N BI SS. fireplace insert bee RS + UL ec N | @ pees |__| RY Svieltes | SH LSPS é . = | a ' iN BEDROOM i S9 LILLE LILILA \ 4 —— ) _ SRidge Beam 4 to€ 20°93" Ss N a at an 2K e4 Wy [2 Ota! X17'7" a LS, shelves ae wee se (A) : 314 K UA, a Fy) s BS | cal My “au Ss ca a by 1 ; N ‘ — e Versalamp SNS STC O|_[Mbsthheel Wey S24 an Eg Bo ~ t 7 . oT ee ria yi ae ‘ WPI f Wx 9) PATA |. ‘| 4 — Sy XN}: y OOF RN ie: Sapemsines Hot (F) / /4 7/2 ene lage Lae . =e S Oi OF A/CE / = ) RUG Dj eo | ee eee: f \ s ee ce fg 3 oA DRA E L/VING/ DINING xX is an ee: H . bs re Vis the % i] ay | ‘ a“ , a x he) ; #GCG, “1 4s : 3 G 2 N a / ‘ 200" % #F 76 AK ( we] awe \ Ker if: | a Vaulted ceiling 342-12 : t ( S| r \ s Shp NUE IS A/TEMEN HW | \C © 3 f/2 x Wa" versa lam, span 126%_| || PSs oe eee Sar igre | (@) RAE LE Mere en sea ge) : Ae » Seer uae aa : =~ L me 1; R\V. | i wo |}. ; N SS Sf Sor x ¥oK Vee Raed Wi; ae tN < Ms eae S is “BPX Fz? \ | PSP? * oe Ai ‘ | a 7 © - SS SASS : S Slit bs . eT Vet (be Seeger || Ee < : \ tf 7 5” . = | | < 2 OX y * Dn7er. Vr) S VEN re Z Sits Seen \ : Cy r mls oe Egyess ie 22S Al FLOOR (LAN ¢ ELEVATION NY) Silt j oe = Ba ‘ K) H vj ‘ Ss 5 N + gage ea eee 0” Sl Raps is qa )- Smear @ ¥ Bes. SOf2 x ¥G/2, | eae | oe SHEET ere ; He dl \ipee | ~ DAP Pat Drain to aursipe. | 2's" 60 20 (24 1 errr mmarne —- aa saote* — = = = nN | ~ Pop-oFt Te BRAN To GUTSI DK, os, Eze: v2" Ue S712 74 We 5'Tl2K 7 ¢U6"% oe a a. ) U4 _ 7)" lon 7, - - oe cist ath] 7m stl ore sth [o'er | ver | FLOOR FLAN WtsI0" RESIDENCE REMOOEL ter PAT KENNA 7 r = a | 5'0" ) EVELT ST | (4'10" , 4 zy'2" aR 4 —¢ — B22 aS aed VEL/ 3/ Fig ad ot ie (/266 jay/or St) 3 Te hig. ieee ae 5 : 76" PORT TOWNSEND, WA C5 7 . “i i ‘ “t r ‘ ‘ 2th Au at eet lt new: ear | © se scorn race erase someone] Pe : aes RECTIONS en Zz \/ Y | FOU NOTED ; A A rey" , X/2 > existing : NDATION ONLY ima CONNECTIONS To FOUNDATION 7orch down rooting on Ya" CDK ply. roe | ~ Chimney ee | ‘J SUBMIT SPECIFIED TEN DESIGNED BY OTHERS y - : L (2 2 aw | | | i> nie a comments made On the sire J AN 2x10 ” bem se Zz pools, trok 1|] oF ZA requirements of the ave gor from compliance ng 2 ~ 2X8 @ 16 OC. R: 38 Isynene mE osll Wwe (2 Hie Pi a eee is tes £004 3 “wah week oe ea ‘Ae r « ¥ j a evi caicula io bas design 20 Y___2x¥e £6 __0.€- OS Bescosarcm a : ea Sr a ee aurr ; Pe ae ee ha soot, xiii The cen 8h Information g Lo L———_— _]] a K- SU X 17/2 verstlam each end of vaulted. Gelling —7 K-%8 iT We aoc : ; icine tei ene all quantities See gra ha Y Ok fren aa , Existing 2X tiuke, 5’ ply w/ torch Arun root Slope “per /2' eto: his wore sage thal ‘ee constuction } | bors 1 perfor rk j tn at o i te ion — iif one Hie wo it 4 safe and satisfactory bins bay ' Po Ba tetas RAIG R. OWEN ! S onsulting E ineer 2 NY HS if , ; / | S S Existing, typical y yi ie) ] Y a 1X8 diagonal shiplayo shearhing ‘ he : Ree Building paper : * 4% et V2" Cedar ply wood w/ »| (S peer aa q Al/ inferior Walls fa" sheerrock , 8 * batts Nie , smoorth-wall fir sti, 1117 with zy {| 4) N 2 | | ppauied MII. a = | , 2 Sen | nN Sf] Reis mle | 42" iy All new walls ¢ ceilings prescriQT1Ve a aa nC N mn ) 42" ffat screen: \ ral MGS. / fsb ss & tS - 6 el | | wall mounted | E MASUATION. PU €x157119 walls ¢ CEMiNgSs N HL es ws fow +e Qe ie) GR Gane || fo Coun aco ei ee aiarey | Upgraded per Capacsly of 2X4 € 2K6° S \ gy Ee with Icynene iNnstlar{Of). s|— : | ” amie [ Vlas K-2\ ai | * ee = = Co&tumM (,- R- Fal . : , I : XN ceiiinsetieatiminmiammiali oe AE RR ETES US - = TS : ee a a = EXT9. De rr ee Peleg otc ee ce Ee te, sf Slope ro infiltration trench ’ rade i oe i . ” ” : ; F ee \ ‘ \l Epoxliéd V2" rehar_e 2¢'0c. \ /: Ex7q.. S -4" CoMCrese slab "6 ato ext9. 5/46, GHEW Slab _ ‘ Sy uf 6"X 6" WWM. : . 8 = 2" rigid foam EET 6 conc.fooring t. = Vapor barrvjer S gd _—_ com red fill ; < oem ek ee ¥ velar © /b" vert, (S" hor. Ye ae New Ex/sting slab ongrade ww Re fle T'o" ot! Taste chal + got 3 ®| Q*. | ee ii tng p% "CDK wf forchdewn rootig: slope fo marching extg ed —=B<— Mefal cap. Oracn fo - 2xce NB 2xbo@s6"0c. w/ R-38 Zcynene Insuletion | sad Kiratvihda . | A 4 y+ — Hurricane res all jorsts/rattrs | if / Ele . ii gr . ! ae Vie o"X 6"header for 2'6" window wee ; wey N <— 72." Sheetrock Ribs k Remove batts /eave y : , : | double layer plywood. 5 72," COX plywood. wf bldg. paper (not Tyvek") , : Ni We! Hardt panel , painted ro match erx7¢. y 7 ) 7 . Ql. Bars fo March exs717g, ‘ I RS CB dL NAL >) | NY S ‘Hl | . Xl pt Bie tag | = . y fpeaecess fos] x NX Y Uhl 3 a af %] I< Ex7g. New Consrrucfion § / : vy i) ..* ~ . Ny s/ate over /2," Wonder board & , “ wf Suntorch (ov eq.) electric x , a radiant mat on Ve"ply. subfloor | ||% EA S/- Flf- VA 7 (ON Vl OC" bac Vv V : 2K Ce (o%0,c. w/ R-30 | | I “5 Fs . ‘i hev? ‘aa 2X6 treated alate ee $ Sof sacs wit yas | oil NO" vag x Banchory bo/fs @ $'0.C., (2 "frem nds ¥| #¢ rebav @ /6"vertical, 12" Aorizontac SFC 7} ONS f ELE VATION extg. S| a , / KR) O Sia? ? ad : \. gotmin. Crawlspace N gs _doun slope tin/shed grade SHE. - 7 5 of & ee cee ee ee ele bo : ne tue cagbiicn! gee te cir dace ae ae site sad : {44 FESIDENCE REMODEL for FAT KENNA oe Pe ” YUU PH Be 4 VELT STREET. (1206 7a. /or St) Existing | New construction 8/0 QM. BATH SECTION f2"=1'0 a a TOWN SENO, WA : : [OR , O% @ ns) Propane fiweplace @ GD ae 1 5’ inferfherm 2200. BEIROOM ELECTRICAL ALY Efherver /Vecessed light Wall mounted (ight Recessed Haloger) Hanging (ght Door activared light Surface raounten bulb Outdoor light Fats wf (Gghi Double outlet Four Out/er Switched Cutler dd b a r o g o e g e ” Ground. Faulf (nreriptr ©) Speakerv in cellin G0 Si16ke désectov cH Carbon (YOHOXx/de SCN5OV <] Telepphiowte A Switch H-3 3-Wey suitch ra Thermostat: radian’ sar = Thermostat - propane riveplace acy) Wall younted: outdoor ghr Note: Strup lighting under all woper kirchen cabiners : ; dur! mer cca [aoe TH e | | edb Wh) & ALTCHEN | Pg aig te G folie * ee i RS Fj ee J 4 clcémme sa — ji LB LPC, 5 ae empeemeranne aoa ian ekangamt) | S 8 ae abl a is] ae ac $3 5‘ Zntertherm ——— S é ere water cabinet? y L es ee fa) any o 2 ¢ rs, displ, | go D igi es ae 4 ae ~ O Catmmer as aeacaacnasinedeiia - ~ ® ee fee = {| ne | Thee, 3 rms J ST OvaGe ‘aes #0 Kitchen 7 ; eames oe 3 WEP 5 » 5 y i OOF DECK N SS - 7 ; 3 i ( Future- not ta : . i. : pervs mn § : als ey : g rn eae q eS os] ELECTRICAL FLAN po SHEET 6 0f 6 RESIDENCE REMODEL for FAT KENNA 832 KOOSEVELT STREET (1206 Jaylor St) FORT (TOWNSEND, WA FLE COPY) GENERAL NOTES | SEE HOLD DOUN SCHEDULE -— ee FOR EMBEDDED MB OR THREADED Bees. 2 f ANCHON Sef |, DESIGN CRITERIA 4 Je se F ) : saa ce oe BETWEEN eee A. 20@9 INTERNATIONAL BUILDING CODE B. SNOW LOAD: 20 PS! GROUND, USE 25 PSF BALANCED ROOF SNOW, | Ay SNOW. Pr= DB4, Co: 1, lg= 1D, Cy=12. | (2) #4 AT I FLOOR SLAB BY OTHERS MAY BE OVER OR BEHIND WALL C. WIND: 30 MPH (3 SECOND GUST), EXPOSURE B, [y= 1@ FOR ENCLOSED RESIDENCE (OR OPEN |F TOP OF WALL ome Le WINDOWS # DOORS SLOW OUT) WITH GCpi= #018, SECTION 6 OF ASCE 7 (95-02) FOR PRIMARY = \ 7 SYSTEM, COMPONENTS (SUCH AS RAFTERS 4 BEAMS) ¢ CLADDING. 90 MPH DUE TO RECORDED WIND | *4 DOWEL @ 16" OC, 2" CLR SOIL FACE SPEEDS ON WHIDBEY NAVAL STATION, HOOD CANAL BRIDGE AND ARTICLES BY WOLF REED. : | Xr A TENG IN 22" INTO FOUNDATION D. 34:12 LOW SLOPE ROOFS. “4 BAR AT [2 Nop soe | WALI FROM FOOTING (FOR LAP) D. SEISMIC USE GROUP = |, Ie= 100, Sg=1348%, S, 249.2%, SITE CLASS = D, Spe#89.8%, $p)= 49.5%, | OC HORIZONTAL —— ws | SEISMIC DESIGN CATEGORY = D, WOOD STRUCTURAL PANEL DIAPHRAGMS AND LOAD | HORIZONTAL BARS | ws? BEARING SHEAR WALLS WITH DESIGN BASE SHEAR USING C,:12 R=65, WITH ORR Tekk. EARS 4 he v* paar . 8 | SECTION 12.8.1 OF ASCE 1-05 USED TO DETERMINE THE SEISMIC DESIGN FORCES. ae F, FOUNDATION DESIGN |S BASED ON ALLOWABLE SOIL PRESSURE FOR CLASS 3 MATERIALS OF TABLE 18042 IBC. FOOTING AND SLAB SHALL BEAR ON FIRM, NATURAL, UNDISTURBED i es SOIL FREE OF ORGANIC MATERIAL. THIS IS TO BE VERIFIED BY OTHERS. 114" CRUSHED fe ° ROCK COMPACTED TO 25% PER ASTM DIB51, TO BE PLACED OVER THE NATIVE SOIL. | S' MAX HEIGHT. ee G. LOAD COMBINATIONS PER SECTION 1695311 IBC. KEEP EXTERIOR 3 COMPAC "ED SOW BOTH Sipe OF WAL |. CONTACT THE ENGINEER REGARDING ANY DISCREPANCIES, UNUSUAL OR QUESTIONABLE CONDITIONS. SOIL HEIGHT WITHIN ; 36" OF INTERIOR SOIL ee ! 2 aS HEIGHT DURING ANID « ae 2. REINFORCED CONCRETE | AFTER CONSTRUCTION , SE COE et So, A. CONCRETE SHALL BE F'C = 3000 PSI. STRUCTURAL DESIGN CRITERIA i6 BASED ON | ° ae 252@ ©S| CONCRETE TO ELIMINATE THE SPECIAL INSPECTION CRITERIA USE 5-1% | ate (3) #4 CONT. IN FOOTING (FRONT WALL) : Al ENTRAINMENT MEETING AST™ C260: 4" MAX. SLUMP. SLUMP MAY BE ALTERED WITH A os Pe ee WATER REDUCING AGENT. USE NO CHLORIDES. ie 3" CLR ee , B. REINFORCING STEEL SHALL BE 60 GRADE, ASTM A-615. 4@ GRADE MAY BE TRANSVERSE BAR ort = EEYE=T=] “6 "| PERF. DRAIN SURROUNDED SUBSTITUTED IF 1-'//2 TIMES AS MANY BARS AS ARE USED AS NOTED, OR 2/3 OF #4 @ 16" OC AND cote SS hh ae Ym Bion BY WASHED GRAVEL OPTIONAL SPECIFIED SPACING. ee | \ C. LAP SPLICE "3 BARS 16", “4 BARS 24" AND BARS 30", UNLESS NOTED 3" CLR BOT =o NATIVE SOIL OTHERWISE. lo" TYP o™ me D. HOOK HORIZONTAL BARS CONTINUOUS AT CORNERS AND LAP SPLICE PER 5C. seen SEE DETAILS. | = E. BEND AND INSTALL REINFORCING, AND POUR AND CURE CONCRETE PER AC! wees ~ ct og - + SPECIFICATIONS, NCLUDING PROPER PRECAUTION FOR FREEZING TEMPERATURES. / \ | ANID FOOT! F. PROVIDE 1-1/2" MINIMUM COVER FOR REINFORCEMENT FROM FORMED SURFACE AND 3" | ou o Ap oameies Al aan BE 58! TING WHERE CAST AGAINST SOIL TO EXTERIOR EXCEPT WHERE OTHERWISE NOTED. Shes re SCALE: NONE ey 3. TIMBER A. ALL 6 X AND LARGER MATERIAL SHALL BE DF 4 UNLESS OTHERWISE NOTED. SUE AR WALL PANELS B. ALL LIGHT FRAMING NOT OTHERWISE SPECIFIED SHALL BE DF #2 OR BETTER SILL PLATE ANCHORAGE C. ALL SPECIFIED TIMBER CONNECTORS ARE BY SIMPSON COMPANY CATALOG NUMBER .USE THE SIZE AND | NUMBER OF NAILS OR BOLTS SPECIFIED IN THEIR CATALOG, CENTERED ON THE CONNECTION, FOR EACH AN ANCHOR BOLT SHALL BE LOCATED WITHIN 12" . APPLICATION UNLESS OTHERWISE NOTED. OF THE ENDS OF P_ATE SECTIONS BUT NO C_OSER SHEAR PANEL /\. D. USE PRESSURE TREATED LUMBER IN CONTACT WITH CONCRETE OR SOIL TO MEET AWP! THAN 39" FOR 12" @ MB AND 4%" FOR %" @ MB Baa Bt USA CE FARE SPECIFICATIONS. HOT DIPPED GALVANIZED BOLTS AND NAILS AND SIMPSON Z MAX FROM THE ENDS. HOLES DRI-LED FOR BOLTS OF WALL AT PLYWOOD BOUNDARIES COATING FOR LIGHT GUAGE STEEL CONNECTORS ARE ACCEPTABLE WITH ACQ-C, SHALL BE 1/6" OVERSIZE EXCEPT ANY HOLDOUN ; peg ie ACQ-D, CBA-A, CA-B, AND SOLVENT BASED COPPER NAPTHANATE (FOR DOUGLAS FIR) : ANCHOR BOLT WITHIN 7 BOLT DIAMETERS FROM lar agh igh Bod tte 9: PRESSURE TREATMENTS. OTHER PRESSURE TREATMENTS REQUIRE STAINLESS STEEL sé | , | THE END OF A PLATE SECTION SHALL HAVE A \4" @ hi thie ee aa | See | CONNECTORS UNLTSS SPECIFICALLY APPROVEQ/BY THE ENGINEER IN URITING. : LARGER HOLE TO AVOID SIDE CONTACT WITH THE ABE_ED WALLS WITH F cINC IOLES BETWEED MAY es | WOOD. USE HOT DIPPED GALVANIZED BOLTS AND SHEATHING TH. GRRL AOD ANS = NeTALL om P Sar. P SPECIFIE LL BE SR TABLE 220491 ec. hese re oe ee ae OS PE oe JN G. PLYWOOD SHALL = STANDARD GRADE EXTERIOR GLUE. CONFORMING TO PS I-83, APA APPROVED. 2-M-W SHER PONE! “C4 ORIENTED STRAND BOARD (OSB) SHEATHING MAY BE USED IN LIEU OF PLYWOOD, BOLT SPACING MAY BE INCREASED 10% OVER THAT 15/32" PLYWOOD ONE FACE : Pee ee gi Sen NDIGATED BELOW FOR PT DE PLATES. pegeqgense bus H. NAIL ALL ROOF, FLOOR, AND WALL PLYWOOD WITH 8D GALVANIZED BOx NAILS AT retigtongee sa iveapatrgeo tas 6" OC., AT EDGES, EXCEPT WHERE SPECIFIED CLOSER BLOCK EDGES OF PLYWOOD 2x4 OR 2X6 PT HER WITH)" ¢ AB. OR ABP ok, Septet | WHERE INDICATED. NAIL AT IO" OC. INFIELD TYPICALLY FOR ROOF, EXCEPT AT TYPICAL (0) SET EPOXY THREADED RODS ¢@ <'-0" oc WITH 6" see OVERHANGS AND WITHIN 4° EXTERIOR WALLS 8" OC. VALUES ARE BASED ON KD emer EMIS a8 > aie ORR 2 Ge TE ener /s DOUGLAS FIR OR GALVANIZED ANNULAR RING NAILS. OTHERWISE, 1/4 OF THE SHEAR PANEL , SPECIFIED SPACING IS REQUIRED. 2X4 OR 2X6 PT HEP WITH)" ¢ AB. OR 15/32" PLYWOOD ONE FACE OF WALL |. PROVIDE SPECK! IED EDGE NAILING FOR PLYWOOD AT ALL MEMBERS CONNECTED WITH (2) SET EPOXY THREADED RODS © 24" oc WITH 6" AT PLYWOOD BOUNDARIES NAILED Wy STRAPS EVEN IF THESE MEMBERS DO NOT FALL ON A PLYWOOD EDGE, UNLESS EMBEDMENT 43 x 3 Xx '4" (OR 3 GA) fB WASHERS oe eee ee SPECIFICALLY NOTED OTHERUISE. eee H. INSTALL H25A HURRICANE TIES TO ALL RAFTERS AT THEIR BEARING POINTS EXCEPT 2x4 OR 2X6 PTHE RP UWITH," & AB OR SEAR PANEL #/4\ USE H2A TIES WHERE RAFTERS ALIGN WITH STUDS BELOW. (4) SET EPOXY THREADED RODS @ 12" 0c WITH © | HOLD DOUN ANCHORAGE EMBEDMENT 4 3 x 3 X '4" (OR 3 GA) B WASHERS pepe rte na pir igor | | = | cae 8d HD. GALVANIZED BOX | REVIEWED FOR CODE DOUBLE $TUDS CONNEC"ED TO A HOLD DOUN REQUIRE ADDITIONAL $D$ SCREWS BETJEEN THE STUDS. USE % (63%) OF THE NUMBER SPECIFIED At 2!" OC. COMPLIANCE FOR THE HOLD DOWN DISTRIBUTED ALONG THE STUD LENGTH. TRIPLE STUDS REQUIRE 5/6 (23%) OF TLE NUMBER OF SDS SCREWS OF THE HOLD (| DOWN FROM EACH OUTSIDE STUD TO THE INTERIOR STUD. FOUR lod SINKERS CAN SUBSTITUTE FOR ONE $D$ SCREW, BOUNDARY NAILING OF THE DATE 1-27-10 SHEAR DIAPHRAGMS PLYWOOD (OR OSB) SHEET SHOULD BE EQUALLY DISTRIBUTED BETWEEN THE MULTIPLE STUDS CONNECTED TO THE HOLD DOUN. SOLID 4x OR | LARGER MEMBERS OF THE SAME OR LARGER SIZE CAN BE USED IN PLACE OF MULTIPLE STUDS INDICATED HERE. PROVIDE BOUNDARY NAILING PERMIT # BLD IC- 180 TO STUDS CONNECTED WITH A HOLD DOUN OR WHERE A CONNECTOR IS AT TIE OPPOSITE END OF THE "STUDS" CR FRAMING MEMBER. : STRAP CONNECTIONS | : : : \\ oa SHEAR DIAPHRAGM \)/ BY. : oS . 15/32" PLYWOOD <a ove-s0825 *4'# GRE OR 4140 WITH 3/6" COMMON NAILS UNLESS NOTED. SHORT "TECO" STYLE OR SIMPSON ''N" SERIES NAILS MAY BE USED FoR | =a ad et aa en X24" 4b WASHER WITH 13/i6' ¢ NAILING STRAP DIRECTLY TO FRAMING MEMBER. USE STANDARD LENGTH HDG NAILS WHEN NAILING STRAPS pase Inspection in cofernane wth : rea oe G ne FIE D XCEPT e Pos HOLE AT HOLDDOUN BRACKET) OVER SHEATHING TO TIMBER FRAMING MEMBERS UNDER THE SHEATHING. SOLID 4& OR LARGER MEMBERS CAN | Ee ore appl : _ oe a EXCEP wt THREADED ROD EMBEDDED 22" WITH BE USED AND MAY BE REQUIRED IN PLACE OF MULTIPLE STUDS INDICATED HERE FOR SPECIFIED PLYWOOD | SOE : . IN FIELD AT CANOPIES, ROOF EAVES, DOUBLE NUT AT EMBEDDED END. JOINT NAILING OR WHERE 4 CONNECTOR AT THE OPPOSITE END OF THE "STUDS" OR FRAMING MEMBER . J. OVERHANGS AND WITHIN 3° OF RIDGES, W/ (2) VERTICAL ¢ 4 REBAR WITHIN REQUIRES. WHERE STRAPS ARE NAILED TO BLOCKING PROVIDE SUFFICIENT LENGTH FOR THE TOTAL REQUIRED | : AND WALLS, SOLID BLOCK TO NAIL Partial ee ee on NUMBER OF NAILS WITH JUST (3) PER BLOCK WHERE GREATER LENGTHS OF STRAPS ARE SPECIFIED, FEWER } > TO BOTH PLYWOOD EDGES AT CHANGES Uc alain isis Sings Tren NAILS PER BLOCK SHOULD BE INSTALLED TO PROVIDE THE TOTAL SPECIFIED NUMBER IN THAT END OF STRAP. IN DIAPHRAGM SLOPE. nee aoe os seated eae ae ate WHERE THE EDGES OF WALLS OR FLOORS ARE TOO CLOSE TO PROVIDE THE SPECIFIED NUMBER OF NAILS WITH es ve Rice eden ic JUST (3) PER BLOCK, INCREASE THE NAILS PER BLOCK TO PROVIDE THAT NUMBER. THIS MAY REQUIRE : : N ms ‘ DRILLING LEAD HOLES AND/OR PROVIDING LARGER BLOCKS TO PREVENT SPLITTING. WHERE 4 SUFFICIENT | TECEIVE Pa Spee Se NUMBER OF NAIL@ CAN NOT BE INSTALLED EVEN WHEN EVERY HOLE IN THAT END OF THE STRAP IS FILLED, , ota DiAr / <E,| HDUE-SD825 '9"¢ A-307 OR A-36 (WITH 3/16" CONTACT THE ENGINEER. | | x 219" 8B WASHER WITH 2/6” 6 ' EXISTING PLYWOOD BETWEEN WALL ae AT HOLDDOWN BRACKET) , ) SEP 13 2010 AND NEW CUT EDGE FOR RAISED THREADED ROD EMBEDDED 16" 4 ROCF W/ &d GALVANIZED Box AT W/ DOUBLE NUT AT EMBEDDED END Baie LENGTH 4S NEEDED TO NAIL WITH (13) 8d NAILS EA END | FT OF PORT TOWNSEND 6" oc AT NEW CUT EDGE TO NEW W/ (2) VERTICAL * 3 REBAR WITHIN —<e} oe TO STUDS ABOVE ¢ BELOW FLOOR OR HORIZ TO TRUSS ; = ait seni 24" EXTENDED FROM THE FOOTING eer An BEAM, JOIST, SILL OR TO BLOCKING U/ (3) 6d PER BLOCK SCREWED TO OBL 2x6 (2x4) STUDS. | ho Seno at ee es aria eae (Qigtag N@TALL EACH FACE OF BEAM TO EACH FACE OF ' Bet) ae age POST FOR BOTH STRAPS W/ (5) Ia NAILS EACH END PAT KENNA OWEN STRUCTURAL | <a | HDU2-6D625 '4'@ A-2:07 OR A-36 (WITH 3/16" "832 ROOSEVELT STREET ENGINEERING INC. X 2" # © WASHER WITH 9/16" ¢ | (2) LT912 INSTALL EACH FACE OF BEAM TO PERPENDICULAR FACE OF PORT TOWNSEND, WA 220 E. 1st St. Port Angeles, WA 98362 HO_E Av HOLDDOUN BRACKET? ee see POST OR STUDS FOR BOTH STRAPS W/ (6) IDd NAILS EACH END (360) 462-8674 FAX (360) 467-8020 THREAD=D ROD EMBEDDED Jo" | : : W/ DOUELE NUT AT EMBEDDED END is sit Nee AM TR een NereS a A VERTICAL #2 REBAR WITHIN cow $0 2° PROM THE TOP OF WALL AND ae DETAILS SCREWED TO DBL 2x6 (2x4) STUDS. TUSCAN BLAC'SPAHR THREADED ROD EMBEDDED |6" W/SET : ad XP EPOXY IN EXISTING FOUNDATION WALLS Seale ye) UN coe me os , ey 7 : 2 Job No. 1255 Date | Shee f iz be po = jigs eye lel KENNARMA|~ ~~ SEPT. 2010 3 “O17 SI