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HomeMy WebLinkAboutBLD10-081 BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-081 Permit Type Residential - Garage Project Name Attached Garage Addition Site Address 303 CHERRY ST Parcel # 931402603 Project Description Attached Garage Addition Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Zimmermann Madeline A Owner Zimmermann Madeline A Representative Shute Tom Contractor Owner Builder 0 - STATE exempt 12/31/2010 Fee Information Project Details Project Valuation $4,755.70 Private Garages — Wood Frame 190 SQFT Plan Review Fee 72.31 Unis: Heat Type: PLAN REVIEW DEPOSIT 50 50.00 Bedrooms: Construction Type: V - B PLAN REVIEW REFUND 50 -50.00 Bathrooms: Occupancy Type: U-1 Building Permit Fee 111.25 State Building Code Council Fee 4.50 Technology Fee for Building Permit 5.00 Record Retention Fee for Building 5.75 Permit Total Fees $ 198.81 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 Macle line Zimmermann Date Issued: 04/22/2010 : Issued By: MWAY Signature Pit crabehee Vo tars ———— Date Ya! LO Date Expires: 10/19/2010 VY CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 POST THIS CARD IN A SAFE, CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCELNO. 931402603 PERMIT NO. BLD10-081 ISSUED DATE __ 04/22/2010 __—~ EXPIRATION DATE __ 10/19/2010 ADDRESS 303 CHERRY ST CONSTRUCTION TYPE_V-B_ OCCUPANT LOAD OWNER ZIMMERMANN MADELINE A PROJECT DESCRIPTION Attached Garage Addition CONTRACTOR OWNER BUILDER LENDER INSPECTION INSP DATE COMMENT INSPECTION INSP DATE COMMENT FOOTING ; SLAB > |Ricd A Jevo Mibo S0G, FRAMING Pied iS SHEAR WALL EE) ar GWB aN Plo He u xx\( wa (gcc. side) MISCELLANEOUS FINALBLDG/COFO [Pic |7%s/5| by SS TESC j TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. PERMIT # BUS \O— OF | | CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG DATE RECEIVED “Y-\2—10 SCOPE OF WORK: Cy avage A doli Wan DATE ACTION INITIALS UOV(2 <0 | ENTERED INTO CHET MUO ()—(2 ~\Q_ | CHECKED FOR COMPLETENESS Wie tf. (% : (O Plewn yeu 2u> faz Splice sell Tew. comp |etes = DMs hiv etoke pf wiNeune Vo” sHekinock AT RewiR ft OF Guonok, 75 AeQuiwed se said SHe uct |. 7AKeR (ang of (7 Rite Zoning: v\\ Setbacks OK? i AeS Lot Size: J10,0M Building Size: LoGo Lot Coverage: “1 Orfo FAR OK? Yes Height OK? ig Parking OK? URD— Fa apt onsite Critical Area? Ny v8 Demo? Historic Rev? Notice to Title? Lots of Record? De velopment Services (ae a i uw bev & . 250 Madison Street, Suite 3” ~~ Port Townsend WA 98368 Phone: 360-379-5095... “Fax; 360-344-4619. eR Ae 708 : me ITY OF POgy TOWNSEND — . Residential Building Permit Application Project Address: Legal Description (or Tax#) | Office Use Only 304 Cherry Street PortTow Addition: (de ipstev~ t# BL Zoning: __& tf} Block: 26 Parcel#_73(YO2603 Lot (s):__Qy 4 Project Description: Gavage Adah ow 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): Name: Madeline Zimmermann 4° floor Garage: RO Address: 40,3 Cherry Street 2" floor Carport: City/St/Zip: Port Townsend WA 78368 3" floor Other: Phone: Email: 360 - 385-35 7/ Basement Finished: Unfinished: Contact/Representative: Name: Macde\ine. Zimmermann Decks / Porches Phone: SOR Leer Sneek G7 9? 7 Covered: Uncovered Email: ene? | «Com Heat Type: Electric Heat Pump “st Other Contractor: & Same as Owner Name: Total: #Bedrooms #Bathrooms_.4 Address: ; Size of lot_lo 90° Square feet City/St/Zip: Total Lot Coverage (Building Footprint):* Phone: ‘ ; Square feet: __{ OTO % 10.9 Email: : Impervious Surface:* State License #: Exp: Sat Square feet: Z 2° —*Total existing & proposed City Business License #: Lender Information: What year was the structure built? | aIo Lender information must be provided for projects over ; sg $5,000 in valuation per RCW 19.27.095. If work includes demolition, see Page 2. Name: IN K Any known wetlands on the property? Y @) Project Valuation: $ iSO ‘ 60 Any steep slopes (>15%)? Y N | hereby certify that the information provided is correct, that | am either the owner or authorized to act on behalf of the owner and that all activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code. Print Name:_ Madeline, Zimmermann Signature: Wis “ebebnr pias MNLLAM GS Date: 4/12 [12 Page 1 of 2 - 1/4/2010 -OVER- 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: Legal description and parcel number (or tax number), Property lines and dimensions Setbacks from all sides of the proposed structure to the property lines in accordance with a pinned boundary line survey On-site parking and driveway with dimensions If creating new impervious surfaces, indicate measures utilized to retain stormwater on-site Street names and any easements or vacations Location and diameter of existing trees Utility lines If applicable, existing or proposed septic system location 10. Delineated critical areas boundaries and buffers 0 Foundation plan: Ai: 2. 3. 4. 5. Footings and foundation walls Post and beam sizes and spans Floor joist size and layout Holdowns Foundation venting 0 Floor plan: OW $0 1 0 0 OP O Fe CO H N : DL EN OD O Be GO N 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 Il section: v 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 If architecturally designed, one set of plans must have an original signature O 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 - 1/4/2010 -OVER- Wa t e r Wa s t e Wa t e r St o r m Wa t e r 1 in c h = 21 . 3 4 8 4 9 5 fe e t CI T Y OF on TO W N S E N D Parcel Details Page | of 2 County Info © Departments ~ Search Home Parcel Number: 931402603 | SEARCH Parcel Number: 931402603 Printer Friendly Owner Mailing Address: MADELINE ZIMMERMANN 303 CHERRY ST PORT TOWNSEND WA983686336 Site Address: 303 CHERRY ST PORT TOWNSEND 98368 Section: 2 School District: Port Townsend (50) Qtr Section: SW1/4 Fire Dist: Port Townsend (8) Township: 30N Tax Status: Taxable Range: 1W Tax Code: 100 Planning area: Port Townsend (1) Sub Division: WEBSTER'S ADDITION Assessor's Land Use Code: 1100 - HOUSES (single units, non-farm) Property Description: WEBSTER'S ADDITION | BLK 26 LOTS2&4] | | Click on photo for larger image. No 2nd Photo Available No Permit Data Assessor Bldg Data |Tax, A/V, Sales Info Map Parcel Plats & Surveys Available HOME | COUNTY INFO | DEPARTMENTS | SEARCH Best viewed with Microsoft Internet Explorer 6.0 or later € Windows - Mac http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp?PARCEL_NO=931402603 4/12/2010 Assessor Detail Building #1 Departments <> Search Assessor Detail Building #1 Parcel Number: 931402603 Year Built Year Remodeled Building Number 1 1996 } Building Exterior Building Area Building Interior Building Type: HOUSE Building Style: 1.5 STY (FIN) Foundation: CONCRETE PERIM. Exterior: SIDING/STUCCO (LAP) Roof Cover: COMPOSITON ist Floor Area: 768 2nd Floor Area: 480 3rd Floor Area: 0 Loft Area: 0 Attic Area: 0 Total Area: 1248 Basement Area: 0 Int. Walls (Cabin): Heat: ELECTRIC BB/WALL Floor Cover (1): Floor Cover (2): Building Rooms Mobile Home Garage Bedrooms: 1 Full Baths: 2 Half Baths: 1 Make: Model: Length: Width: Year Built: Skirting: Area: O Type: Attached Area: 368 Exterior: Siding/Stucco (Lap) Roof: Compositon Carport Square Footage: 0 1st Addition 2nd Addition Type: Area: 0 Year Built: 0 Exterior: Roof: Type: Area: O Year Built: 0 Exterior: Roof: To view another building associated with this parcel. Select building : 1 2 3 Best viewed with Microsoft Internet Explorer 6.0 or later €é Windows - Mac http://www.co.jefferson.wa.us/assessors/parcel/assessordetail.asp?Parcel_ NO=93 1402603 Page | of 1 4/12/2010 Receipt Number: ss BLD10-081 931402603 Plan Review Fee $72.31 $72.31 $0.00 BLD10-081 931402603 PLAN REVIEW REFUND 50 -$50.00 -$50.00 $0.00 BLD10-081 931402603 Building Permit Fee $111.25 $111.25 $0.00 BLD10-081 931402603 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-081 931402603 Technology Fee for Building Permit $5.00 $5.00 $0.00 BLD10-081 931402603 Record Retention Fee for Building Per $5.75 $5.75 $0.00 Total: $148.81 10-0340 04/12/2010 PLAN REVIEW DEPOSIT 50 $50.00 BLD10-081 CHECK 3992 $148.81 Total: $148.81 genpmtrreceipts Page 1 of 1 Receipt Number: BLD10-081 931402603 PLAN REVIEW DEPOSIT 50 $50.00 $50.00 $0.00 Total: $50.00 CHECK 3893 ~~ $50.00 Total: $50.00 genpmtrreceipts Page 1 of 1 ce a il i le oct Rl aoe Cees a eee a Wer Scale 1/4" = 1'-0" REAR ELEVATION (UNAFFECTED) ade ri aa sn so A Pre are iA |S are Berth Gans w sme Cena ese eta SSS ) Building Official APPROVED y¥hal/a IE APR 12 2010 sta “— 04/12/10 FILE COPY ~~ PAGE 1 OF 3 CITY OF PORT TOWNSEND CITY OF PORT TOWNSEND er L\ NOTICE: Plans are approved excepting any errors or omissions. All work must pass inspection in conformance with all applicable codes and regulations Zt | A | Date: Permit By: VA I XL I Scale 1/4" = 1'-0" I Z| LA [7 | 4 XY | |W LZ 1Z ri I Y. | WA L. I I | | L Z1 | A ZL | Z A [7 | 7 I VA | Vo | I LX. LZ L. I |Z I a RIGHT ELEVATION ¥ Li | LZ Z1 Z\ I Z\ IE I TZ L. | I ZEA Z\ =. ee 7 aos 7 Z EXISTING Li a LZ l L [ X | \WA VA | | ZI I LZ TZ Z1 zZ KH OH Se N G S E a N S N 54 = N LN I] MATCH EXISTING TRIM & FAUX BOAFD EXISTING GARAGE DOOR BEYOND & BATT DETAILS (NOT SHOWN) LZ L. I I ne I V4 4 il I ZL I | | GARAGE ADDITION FOR MADELINE ZIMMERMAN 303 CHERRY ST. PORT TOWNSEND WA. 98368 V, y| Y) Y| Y| "4 44 Scale 1/4" = 1'-0" VA I Scale 1/4" = 1'-0" LEFT ELEVATION N H AN G EN H NN Hd a N a HL NU EN G N N N qe aa c IH NY LN Ly Bg TT LN UN G Ly = rN = N N NE N W a4 TN F st N ge SH aN e SH AN S a' s HE N Y O UN H VY LN UN NI L] NH aN N N = —N \ = — NU L N HN NL NO S E 1 LI NL Lh e IN N N PS H HN HN N NA a NX } er he = = Ne e US S LE NE Y EN FRONT ELEVATION Jo. aR a OE. Sa Fata. ala Sat al rien. E STIN 16 ' - 3 1/ 2 " TYP. EXISTING 2 x 6 SITE BUILT TRUSS @ 4' O.C. i LJ BRACE WALL PANEL KEY: aN A A ALTERNATE BRACE WALL PANEL - NAIL 7/16" OSB OR 3/8" PLY W/8d NAILS. BLOCK EDGES. PLACE 2 ANCHOR BOLTS @ QUARTER POINTS. PLACE TWO SIMPSON STHD10 OR PHD2 HOLD DOWNS @ END STUDS. 3/8"PLY OR 7/16" OSB 6D @ 6" OC/12"0C SOLE PLATE NAILING (3) 16d EVERY 16" NO HOLD DOWNS REQUIRED ADD 2 x 8 DF #2 RIDGE PLATE TYP. EXISTING 1626 SH AND MATCH EX. ROOF +— PITCHES W/ NEW 2 x 6 DF #2 RAFTERS TO CREATE NEW RAFTER SPACING OF 24" O.C. i— ys l EXISTING UNPERMITTED GARAGE ADDITION TYP. EXISTING INFILL PANELS. 2 x 4 @ 16" O.C. W/ 1/2" CDX PLY SHEATHING [7 ) I I -I n - T a | TYP. EXISTING 4 x 4 PT POST ON 12" x 12" x 12" CONC PIER BLOCK W/ POST BASE @ 4' O.C. (PIER BLOCK & CONC FTG TO BE DEMOLISHED) 11'-8" ee {i s EXISTING CONDITIONS Scale 1/4" = 1'-0" EXISTING SITE BUILT TRUSS 2 x 6 @ 4' O.C. EXISTING METAL ROOF W/ RIDGE VENT OVER 30LB. FELT ON 1/2" CDX PLY SHEATHING EXISTING 1/2" CDX PLY SHEATHING ON 2 x 4 ~*~ @ 16" 0.C. INFILL PANELS TYP. EXISTING 4 x 4 PT POST ON 12" x 12" x 12" CONC PIER BLOCK W/ POST BASE @ 4' O.C. (PIER BLOCK AND CONC FTG TO BE DEMOLISHED) EXISTING CROSS SECTION Scale 3/8" =1'-0" Section 309.2 Garage Separation The garage shall be separated from the residence and its attic area by not less than 1/2 inch gypsum wall board applied to the garage side. Garages beneath habitable rooms'shall be - [- separated from all habitable rooms above by not less than 5/8 inch type “x” gypsum wall board. 11} BW P 1 a Shear wall nailing and holdowns are to be inspected and approved prior to cover. ~ Te | 4" CONC MONO-POUR SLAB & FING ON UNDISTURBED SOIL | | TYP. PLACE 1/2" x 10" ANCHOR BOLTS W/ CODE NUTS WITHIN we 12" OF EX. 4x 4 POST THROUGH EX. 2.x 4 P.T. SILL PLATE oe 16 ' - 3 1/ 2 " 11-8" aa | : Le. | S$ rN a A = = 2'-8" | 8'-3" | 2'-8" | hak PROPOSED PLAN Scale 1/4" = 1'-0" PROPOSED FOUNDATION PLAN Scale 1/4" = 1'-0" INSTALL 2 x 8 DF #2 RIDGE PLATE W/ -< 4" CONC MONO-POUR SLAB & FTG ON UNDISTURBED OR COMPACTED SOILS W/ WW OR FIBERMESH EUNCTe Me oped seth aouay aut Catsgts PAS ELAS RE A sy ie PROPOSED CROSS SECTION Scale 3/8" =1'-0" NEW 2 x 6 DF #2 RAFTERS TO MATCH EXISTING ROOF PITCHES @ BAY TO CREATE 24" 0.C. RAFTER SPACING EXISTING METAL ROOF W/ RIDGE V OVER 30LB. FELT ON 1/2" CDX PLY SHEATHING SIMPSON H2.5A @ RAFTER TYP. EXISTING 1/2" CDX PLY SHEATH] - @ 16" O.C. INFILL PANELS 1/2" x 10" A.B. WITHIN 12" OF SPI AND ENDS OF EXISTING INFIL] PANELS. 7" IMBED WITH CODE (1) #4 TOP BAR ed ~~ LN te FINISH GRADE (2) #4 BOTTOM BARS GARAGE ADDITION FOR: MADELINE ZIMMERMAN 303 CHERRY ST. PORT TOWNSEND WA. 98368 04/12/10 PAGE 2 OF 3 PETE UA ME SE IN a RE General 1. All work shall comply to minimum standards of the 2006 International Residential Code, 2006 Uniform Plumbing Code, 2006 International Mechanical Code, applicable sections of the 2006 International Building code and current editions of the Washington State Energy and Indoor Air Quality Codes. 2. It is the specific intent of these specifications that workmanship on all phases of the construction and embracing all trade sections shall be of high quality, perros by workman skilled in their trade and performing their work only according to the standards of the best practice of trade. 3. All manufactured articles, materials, and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with manufacturers directions, unless otherwise specified. 4. The drawings and specifications represent the finished structure. They do not indicate the method of construction. This is the builder's responsibility. The builder shall provide all methods and related equipment necessary to protect the structure, workmen and other persons and property pe construction. The builder shall determine where and how temporary precautionary measures shall be used and to inspect same in the field. 5. Construction loads upon the structure shall not be in excess of the designed loads of Table R301 and R301.7. Dead loading of material weights shall meet R301.2.2.2.1 or be designed by engineering using the 2006 IBC. 6. Soil bearing is assumed at 1500 psf. 7. Ground snow loads are elevation x .04, with a minimum of 25 psf. 8. Trusses shall be designed to carry snow loads and roofing materials. R502.11. 9. Design shall use Exposure C category. If within 1,500 feet of a shoreline it becomes Exposure D. R301.2.1.4. 10. Seismic design category is D1. 11. Frost depth is 12 inches. R403.1.4.2. 12. If meeting the description of irregular Buildings , in R301.2.2.2.2, the entire story shall be designed in accordance with engineering. 13. An approved set of plans and specifications is required on site when calling for an inspection. Foundations 1. All concrete and workmanship shall conform to the minimum standards of current editions of the IR.C. and all local ordinances and regulations. 2. Bolts shall conform to ASTM307. Anchor bolts for embedment in concrete shall be fabricated witha bent leg. 3. Allreinforcing steel in the foundation shall be tied in place before form inspection. 4. Foundation anchorage shall be 1/2 inch diameter with a minimum 7-inch embedment, spaced 6-feet on center wand within 12 inches from the ends of each plate section, including interior braced wall lines. R403.1.6. 5. Plate washers shall be 1/4 inch by 3 inches by 3 inches. R602.11.1. 6. Positive connections shall be provided between posts and piers. R407.3. 7. Placing of concrete shall conform to ACI 318 and 614 and at time of pour shall have a temperature not below 50 degrees F for three days. The maximum temperature of the concrete produced with heat aggregates, heated water, or both shall not exceed 85 degrees F at any time during production or transit. 8. Before pouring clear all debris, water and ice from the formed areas and voids from reinforcing. Dampen Rood forms and subgrade prior to placing. 9. Curing of concrete during cold weather shall conform to ACI306. 10. Concrete shall conform to standard specifications for ready mixed concrete ASTM designation C- 94, with a minimum compression strength of 2500 psi at 28 days and shall be clean and free of loose rust scales or other materials that reduce bond. 11. Lapped bar splices length minimums - 24" for #4 and 30" for #5. 12. Concrete for slabs and apron to be a minimum of 3000 psi in 28 days. 13. Concrete slab-on-ground floors shall have fill material depth that does not exceed 24 inches for clean sand or gravel and eight inches for earth. R506.2.3. 14. A6 mil polyethylene vapor retarder with joints lapped six inches shall be placed between the concrete and subgrade. It may be omitted for garages, utility buildings, etc. R506.2.3. 15. Stepped foundations that vary more than four feet, from foundation to floor above, shall be constructed and braced per R602.11.2, Table R602.10.1. 16. Foundations that enclose habitable or useable spaces below grade shall be dampproofed, and shall also have foundation drains of gravel or crushed stone extending one-foot beyond the outside edge of the footing and six inches above the top, with a filter membrane covering. R405.1 and R406.1. 17. Lots shall be graded so as to drain surface water away from foundation walls. The fall shall be a minimum of six inches within the first ten feet. R401.3. 18. All construction materials, vegetation, organic material, and wood forms shall be removed from the crawl space before occupancy. R408.5. 19. Access openings through the floor to under floor spaces shall be a minimum of 18 x 24 inches. Openings through a perimeter wall shall not be less than 16 inches x 24 inches.When any portion of the through wall access is below grade, an areaway not less than 16 inches x 24 inches shall be provided. The bottom of the areaway shall be below the bottom of the threshold of the access opening. Through wall access shall not located under a door to a residence. R408.4. 20. Access to mechanical equipment under floors shall be a 30 x 22 inches and not more than twenty feet from the opening to the appliance, with a switch near the opening and outlet and fixture near the appliance. M1305.1.4., M1305.1.4.3. 21. The difference in grade between the garage foundation and the improved street grade shall not exceed 15%. 22. Masonry fireplaces shall be designed in accordance with R1003 using Seismic Design D1. Figure R1003.1, Table R100201, and WAC R1004.1.2. Structural 1. Fastener schedule shall comply with Table R602.3.(1). 2. Fasteners in connection with pressure treated wood shall be made of stainless steel or approved hot dipped galvanized materials. R319.3. 3. All floor and roof trusses shall be installed in accordance with manufacturer’ instructions. 4. _ Trusses shall be connected to walls by the use of approved connectors having a resistance to Pot hoa thet 175 pounds. R802.10.5. 5. Roof assemblies shall be spliced to ceiling joists according to R804.3.3.1. 6. Notch all sloped rafters for full bearing at supports, or add tapered plate for full bearing at supports. 7. When piping or ductwork is ‘agriey in a load-bearing wall, requiring cutting of top plate by more than 50% of its width, a .054-inch thick, 16 gauge 1/2 inch wide metal tie or equivalent shall be used using eight 16d nails at each side of cut. R602.6.1. 8. Nonbearing interior walls can use a 2 x 4 flat member for openings up to eight feet wide, if the vertical distance to the parallel nailing surface above is not more than 24 inches. R602.7.2. 9. Fireblocking shall be provided to cut off all concealed draft openings, bothe vertical and horzontal, Mineral or glass fiber batts may be used in leiu of two-inch nominal lumber. If provided in the full-length of the cavity and are secured in place. No loose-fill insulation material shall be used as fireblock. R602.8. 10. Plywood or water board used inliving space to be exterior grade or sealed. 11. Cripple walls shall be framed of studs not less in size that the studding above, and when exceeding four feet in height, such walls shall be framed as required for an additional story. 12. Ratio of sh to cantilever span for floor joists of light-frame construction (bearing a wall and roof only) shall be at least 3:1, Table R502.3.3(1)(c). 13. Exterior balcony cantilever span ratio shall be at least 2:1. Table R502.3.3(2). 14. Wall construction shall be according to Chapter 6, or be engineered. 15. Wall bracing shall be according to Table R602.10.1 Design Category D1 when less than 110 mph. 16. Braced Wall Panels shall be constructed by methods of R602.10.3. 17. Interior braced wall lines shall be fastened to floor and roof framing in accordance with table R602.3(1). R602.11.2, 18. A 24-inch panel, applied to each side of the corner is the minimum required in a corner, witha wood-structural braced sheathing panel locate no more than 8 feet from the corner. The end of each braced wall panel closest to the corner shall have a tie-down device capable of providing a 1,800 pound uplift. R602.10.11.2. 19. Exterior braced wall lines shall have a braced wall panel located at each end of the braced wall line. Exterior and interior braced wall lines shall be according to R602.10.11.2. 20. Alternate braced wall panels shall be permitted to replace four-foot braced wall panels if installed per R302.10.6.1. 21, The first story of a two-story braced wall panel shall have four-inch on center edge nailing with three anchor bolds with a 3,000 pound uplift tie-down device. 22. Interior braced wall support shall be supported on a continuous foundations at intervals not exceeding 50 feet. Two story building shall have all interor braced wall panels supported on a continuous foundations, unless they comply with the three exceptions in R602.10.9. 23. Ext wood deck and support bm. to be pressure treated or equal. Large timbers shall be D.F./ Larch. Dip treated. 24. All wood shall be minimum 6" above ground unless pressure treated as per local codes and IRC R319, R404.1.6. 25. Plywood roof and floor sheathing shall be laid with face grain perpendicular to joist or trusses, joists shall occur at bearing or blocking, inlap panel staggered pattern. 26. Block between joists and rafters at supports with same size material as member, unless member is nailed to rim joist. R802.3, R502.7. 27. Beams and joists supporting bearing walls or concentrated loads shall be notched. 28. Structural steel shapes shall conform to ASTM A-36. Preformed expansion joints shall contorm to ASTM 01751 for asphault saturated fiberboard thickness shall be 1/32" thick and of sufficient length and depth to fully separate the contact surfaces. 29. All welds shall be full length unless indicated otherwise. 30. Shop prime all ungalvanized ferrous metals. 31. Pipes in a concealed location shall be protected by a .062-inch thick steel plate when within 1 1/2 inches of a stud, joist, rafter or similar member. The protected shield shall extend a minimum of two inches above sole and below top plates. M1308.2. 32. Gypsum board shall be fastened using screws or nails per Table R702.3.5. 33. Flashing around doors and windows shall be according to R703.8. 34. Roof valley, counter flashing, and junctures of roofs and vertical surfaces shall be provided in accordance with the manufacture and section R905. 35. Refroof using methods and replacement requirements of section R907. 36. Weather-resistant siding shall be attached per Table R703.4. 37. All flashing to be a minimum of 26 guage. 38. Use double 2x4 or 2x6 studs for boring required for plumbing. 39. Firestop opening around vents, pipes, ducts, chimneys, fireplaces, etc. with noncombustable materials. Indoor Air Quality and Energy Code 1, Net free attic ventilation shall be not less than 1 to 150, unless installing an approved vapor barrier having a transmission rate not exceeding 1 perm rating, installed on the warm side of the ceiling, reducing to 1 to 300. R806.2. 2. Insulation shall not block the free flow of air, provide a minimum of a 1-inch space between the insulation and the roof sheathing. R806.3. 3. Blown insulations shall be fire treated. 4. Combustible insulation shall be separated a minimum of three inches from recessed lighting fixtures, fan motors and other heat-producing devices, unless listed for lesser clearances. R808.1. 5. If existing framing cavities are exposed during construction, the equivalent current R-value shall be filled to the full depth of the cavity. Structural elements of the roof/ceiling being altered will need an equivalent nominal R-value, while maintaining ventilation requirements. WSEC 101.3.2.5. 6. R-4 insulation on all exhaust ducts in unconditioned spaces. 7. Insulate in electrical panel on an uninsulated wall with 2 inch rigid foam insulation in the wall behind the box. 8. Attic access shall not be less than 22 inches by 30 inches, with a 30 inch unobstructed headroom in the attic above the opening, and located in a hallway or other readily accessible location. R807.1. 9. Attic access from conditioned spaces shall be weather stripped and insulated to the equivalent surrounding surface. WSEC 502.1.4. 10. Attic access penetrating a garage firewall shall have 3/4 inch plywood above, with 5/8 inch type X GWB and hinges to self-close. 11. Provide a minimum of 6 mil. black plastic ground cover throughout crawlspace under elevated wood frame floors of habitat spaces. 12. Provide a moisture vapor permeable housewrap on the exterior of the home. WSEC 502.4.3. 13. Vapor retarder of 1.0 perm dry cup rating shall be provided on the warm side (in winter) of insulation. WSEC 502.1.6. 14. Thermostats are to have at least a manual temp set back. Heat pumps are to have 2 programmable setbacks per day and limit the supplementary heat during the warmup period. 15. All ductwork seams and joints in unconditioned spaces are to be sealed and insulated to R-8. 16. Ducts in slabs or buried are to be insulated to R-5 with 2 inches cover around entire duct. 17. Ducts connected to AC to have poly barrier over R-4 insulation. Ducts and fittings to be 4 inches in diameter or larger, all ducts to terminate outside of building. 18. Whole house vent equipment to provide an airflow rate between 0.35 to 0.5 air changes per hour or 15 cfm per bedroom plus an addtional 15 cfm, whichever is larger. 19. Intermittent operated exhaust ducts to have backdraft dampers. 20. Spot ventilation to have manual switch, timer or humidistat. 21. Whole house to have manual and automatic controls with possible continuous operation. 22. Integrated forced air-Connection to furnace return located to prevent thermal shock to the stem heat exchange. 6 inch minimum diameter of equal inlet duct to run continuously from a terminal element outside the building to the return plenum, with a damper in the inlet duct set to regulate air flow between 0.35 and 0.5 ACH under normal conditions. 23. Seal- Between walls and foundations. Between walls and roof. Between adjacent wall panels. Openings in envelope. Between unit on multi-family. 24. Undercut doors 1/2 inch in rooms as required for whole house vent motion. 25. Equipment Specs Whole house - vent fans to meet CFM @ 0.25 inches Water gauge - 1.5 sones If (less than 4'-0" from inlet) 26. Hot and cold water piping in unconditioned spaces require R-3 minimum insulation. 27. Electric hot water heaters in unheated spaces or on concrete floors are to be placed on an incompressible, insulated surface - minimum thermal resistance of R-10 required, water heater must also meet NAECO and be so labeled. UPC section 510.5. Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion to within upper and lower 1/3 dimension and 4 inches away from lower controls (total of (2) straps). UPC section 608.5. Temperature and pressure relief valves shall be drained to outside. Drain may not be trapped and must terminate no more than 24 inches nor less than 6 inches from the ground. WSEC section 504.2.1. 28. Electric water heaters shall be glass lined, insulated baked enamel jacketed or indicated capacities (quick recovery) and equipped with code approved temperature and pressure relief valves. 29. Provide tightly fitting flue dampers, outside combustion air ducted into the masonry firebox and tight fitting glass or metal doors. TAQC 402.3. 30. Solid fuel burning appliances shall have combustion air connected to the appliance and meet emission standards of EPA. WAC R1004.1.2, IAQC 402.2. 31. Every dwelling shall be provided with heating facilities capable of maintaining a minimum room temperature of 68 degrees Fahrenheit, 3 feet above the floor and 2 feet from exterior walls, R303.8. 32. Labeling, location and clearances of appliances shall be according to their listing and Chapter 13 1 IRC. Appliances installed in areas prone to flooding shall be installed according to local ordinances. 33. Appliances located in a garage or carport shall be protected from impact by automobiles. The ignition source of the appliance shall not be less than 18 inches above the floor, including rooms or spaces that are not part of the living space of the dwelling and that communicate with the garage. Strapping of appliances shall be within the upper and lower 1/3 of the appliance and maintain a minimum distance of 4 inches above the controls. M1307. 34. Carports shall be open on at least 2 sides. Garage and carport floor surfaces shall be of approved noncombustible material and be sloped toward the main vehicle entry doorway. Section R309. 35. The garage shall be separated from the residence and its attic area by not less than 1/2 inch oy sum board applied to the garage side. Garages beneath habitable rooms shall be sepatated from all abitable rooms above by not less than 5/8 inch type X gypsum board or equivalent. Where the separation is a floor-ceiling assembly, the structure supporting the separation shall also be protected by not less than 1/2 inch gypsum board. R309.2. 36. Habitable rooms shall be provided with an aggregate glazing area of not less than 8% of the floor area. If using an approved mechanical ventilation system providing .35 air changes per hour, then artificial light may provide illumination of 6-footcandles at 30 inches above the floor. R303.1. 37. Habitable rooms, hallways, bathrooms, toilet rooms, laundry rooms and basements shall have ceiling height on not less than 7 feet. A shower or tub equipped with a showerhead shall have a minimum ceiling height of 6 feet-8 inches. R305.1. 38. Openings for all mh ad escape and rescue windows shall have a minimum net clear opening of 5.7 square feet, except grade floor openings shall a minimum net clear opening of 5 square feet. The minimum net clear opening height shall be 24 inches. The minimum net clear opening width shall be 20 inches. Emergency escape and rescue openings shall be operational from the inside of the room without the use of keys, tools or special knowledge R310.1.1.,R310.1.2, R310.1.3, R310.1.4. 39. Smoke alarms shall be installed throughout the dwelling as per R313.1. When alterations, repairs or additions requiring a permit occur, the smoke alarms shall be installed as required for new dwellings and be interconnected and hard wired. R313.1.1. eohi paint addresses shall be visible and legible from the street or road fronting the property. 41, ey lazing shall be required in hazardous locations, such as doors, railings, and panels within 24 inches of the nearest edge of a door, when the bottom edge is less than 60 inches above the floor or walking surface. R308.4. 42. Glazing labels shall be acid etched, sandblasted or embossed. R308.1. 43. A protective bar capable of withstanding a horizintal load of 50 pif, without contacting the glass and a minimum of 1 1/2 inches in height may be allowed under limited circumstances of R308.4 exception 5. 44. Safety Foie is required adjacent to stairways, landings and ramps when within 36 inches horizontally of a walking surface when the exposed surface pi the glass is less than 60 inches above the walking surface. and/or within 60 inches of the bottom tread in any direction. R308.4. 45. Skylights and sloped glazing shall comply with R308.6. 46. Stairway illumination of both interior and exterior stairways, including landings and treads is required, with controls located near the top and bottom of each stairway section. R303.6. 47. Handrail grip size per R311.5.6.3. 48. Ramps, stairways, hallways and doors shall comply with R311. 49. Landings at exterior doorways shall not be more than 7 3/4 inches below the top of the threshold, provided the door does not swing over the landing. R311.4.3. exception 2. = The minimum headroom in all parts of the stairway shall not be less than 6 feet - 8 inches. R311.5.2. 51. Maximum riser height shall be 7 3/4 inches and tread depth a minimum of 10 inches with no variance on more than 3/8 inch. R311.5.3. 52. Guards shall protect stairs, porches and balconies so that a 4 inch sphere shall not pass through. R312.2. 53. Electrical contractor to verify all existing conditions, panel size and wire size, make all connections and new additions according to all local and city ordinances. 54. Sanitation shall be provided as per section R306. 55. Propane piping and tank placement shall be according to NFPA 58, 54 and IFC. 56. Plumbing systems, hydronic piping, water heaters, sewage piping, etc. shall be in accordance with 2006 UPC. 57. Plumbing penetrating garage/house firewall to be steel, copper, or ferrous materials and sealed with fire resistive material. —, Ee ee Ti ee oT Seeman te SOemeEe Ore We ME CT me TRE Le ee Pree ‘i Reon ee nee eee saath PE SER A Se OT rT wn VO ANT Met To TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS NUMBER AND TYPE OF DESCRIPTION OF BUILDING ELEMENTS FASTENER *** SPACING OF FASTENERS Joist to sill or girder, toe nail 3-8d (2 1/2" x 0.113") 1" x 6" subfloor or less to each joist, face nail 2-8d (2 1/2" x 0.113") 2 staples, 1 3/4" 2" subfloor to joist or girder, blind and face nail 2-16d (3 1/2" x 0.135") Sole plate to joist or blocking, face nail 16d (3 1/2" x 0.135") 16" o.c. Top or sole plate to stud, end nail 2-16d (3 1/2" x 0.135") 3-8d (2 1/2" x 0.113") or Stud to soie plate, toe nail 2-16d (3 1/2" x 0.135") Double studs, face nail 10d (3" x 0.128") 24" 0.¢. Double top plates, face nail 10d (3" x 0.128") 24" 0.€. Sole plate to joist or blocking at braced wall panels 3-16d (3 1/2" x 0.135") 16" o.c. pent ison platen, minimum 24" offset of end joints, face nail in 8-16d (3 1/2" x 0.135") Blocking between joists or rafters to top plate, toe nail 3-8d (2 1/2" x 0.113") Rim joist to top plate, toe nail 8d (2 1/2" x 0.113") 6" o.c. Top plates, laps at corners and intersections, face nail 2-10d (3" x 0.128") Built-up header, two pieces with 1/2" spacer 16d (3 1/2" x 0.135") 16" 0.c. along each edge Continues header, two pieces 16d (3 1/2" x 0.135") 16" 0.c. along each edge Ceiling joists to plate, toe nail 3-8d (2 1/2" x 0.113") Continuous header to stud, toe nail 4-8d (2 1/2" x 0.113") Ceiling joist, laps over partitions, face nail 3-10d (3" x 0.128") Ceiling joist to parallel rafters, face nail 3-10d (3" x 0.128") Rafter to plate, toe nail 2-16d (3 1/2" x 0.135") 2-8d (2 1/2" x 0.113") 1° i brace to each stud and plate, face nail 2 staples, 13/4" 2-8d (2 1/2" x 0.113") "ye 6M F i ‘ 1" x 6" sheathing to each bearing, face nail 2 staples, 1 3/4" 2-8d (2 1/2" x 0.113") 1" x 8" sheathing to each bearing, face nail 3 staples, 1.3/4" 3-8d (2 1/2" x 0.113" Wider then 1" x 8" sheathing to each bearing, face nail ¢ vipa 4 staples, 1 3/4" Built-up corner studs 10d (3" x 0.128") 24" 0.¢. 10d (3" x 0.128") Nail each layer as follows: 32" Built-up girders and beams, 2-inch lumber layers 0.c. at top and bottom and staggered. Two nails at ends and at each splice. 2" planks 2-16d (3 1/2" x 0.135") At each bearing Roof raft2rs to ridge, valley or hip rafters: toe nail 4-16d (3 1/2" x 0.135") face nail 3-16d (3 1/2" x 0.135") Rafters ties to rafters, face nail 3-8d (2 1/2" x 0.113") Collar tie to rafter, face nail, or 1 1/4" x 20 gauge strap 3-10d (3" x 0.128") TABLE R602.3(1)-continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS SPACING OF FASTENERS DESCRIPTION OF BUILDING be. - MATERIALS DESCRIPTION OF FASTENER «° s inches Intermediate “(inches Wood structural panels, subfloor, roof and wall sheathing to framing, and particle board wall sheathing to framing 5/16" - 1/2" 6d common (2" x 0.113") nail (subfloor, wall)} 12 ry ty ) 5) 9) LJ LJ s 19/32" - 1 8d common nail (2 1/2" x 0.131") 6 12 11/8"- 11/4" 10d common (3" x 0.148") nail or 6 12 8d common (2 1/2" x 0.131") deformed nail Other wall sheathing : V2" winal aaldauis 11/2" galvanized roofing nail 8d common 3 6 fiberboard sheathing (2 1/2" x 0.131") nail; staple 16 ga., 1 1/2" lohg 25/32" stru I cellulosic 13/4" galvanized roofing nail 8d common 3 6 fiberboard sheathing (2 1/2" x 0.131") nail; staple 16 ga., 1 3/4" long F 11/2" galvanized roofing nail; 1/2" gypsum sheathing 6d common (2" x 0.131") nail; staple galvaniped 4 8 11/2" long: screws, type W or S 1 3/4" galvanized roofing nail: 5/8" gypsum sheathing Bd common (2 1/2" x 0.131") nail; staple galvarized 4 8 15/8" long: screws, type W or S “| Wood structural panels, combination subfloor underlayment to framing 3/4" ond less 6d deformed (2" x 0.120") nail or 6 12 8d common (2 1/2" x 0.131") nail 8d common (2 1/2" x 0.131") nail 7/8" - 1" or, 8d deformed (2 1/2" x 0.120") nail 6 12 11/8" -11/4" 10d common (3" x 0.148") nail or 8d deformed (2 1/2" x 0.120") nail 6 12 For SI: 1 inch=25.4mm, 1 foot=304.8mm, 1 mile per hour=0.447m/s; 1ksi=6.895MPa. a. all nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections © shall have a minimum average bending yield strengths as shown: 80ksi for shank diameter of 0.192 inch (20d common nail), 90 ksi for shank diameters larger than 0.142 but not larger than 0.177 inch, and 100 ksi for shank diameters of 0.142 inch or less. b. Staples are 16 gauge wire and have a minimum 7/16"-inch on diameter crown width c. Nails shell be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d. |. 1 Four-foot-by-8-foot or four-foot-by-nine-foot panels shall be applied vertically. . Spacing of fasteners not included in this table shall be based on table R602.3(2). . For regions having basic wind speed of 110 mph or greater, 8d deformed (2 1/2" x 0.120) nails shall be used for attaching plywood and wood structural panel roof sheathing to framing within minimum 48-inch distance from gable end walls, if mean roof height is more than 25 feet, up to 35 feet maximum. . For regicns having basic wind speed of 110 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on center. When basic wind speed is greater than 100 mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum 48-inch distance from ridges, eaves and end gable walls; and 4 inches on center to gable wall end framing. . Gypsum sheathing shall conform to ASTM C 79 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C 208. Spacing of fasteners on floor sheathing panel edges applies to panel e supported by framing members and required blocking and at all floor perimeters only. Spacing of fasteners on roof sheathing awe adges applies to panel edges supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code. Floor perimeters shall be supported by framing members or solid blocking. GARAGE ADDITION FOR: MADELINE ZIMMERMAN 303 CHERRY ST. PORT TOWNSEND WA. 98368 04/12/10 PAGE 3 OF 3