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BLD10-051
CERTIFICATE OF OCCUPANCY CITY OF PORT TOWNSEND DEVELOPMENT.SERVICES: DEPARTMENT This certificate is issued in accordance.with the provisions “of:the International Building Codes as adopted and amended by the. City:of Port Townsend.. At the time of issuance, the indicated structure and use was deemed,toxbe in compliance with the various codes and ordinances of the City of Port Townsend regulating..construction, use and occupancy of buildings. vf Property Owner: Habitat for Humanity Name of Business: Habitat for Humanity Building Address: 1446 20% Street Occupancy Group: R-3 Type of V-B aut Zoning: R-II Construction: sta Date Issued: March 24, 2011 Permit Number: BLD10-051 tal) Me Building Official 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. 948313606 PERMIT NO. BLD10-051 ISSUED DATE 05/11/2010 EXPIRATION DATE 11/07/2010 ADDRESS 1446 20TH STREET CONSTRUCTION TYPE V-B OCCUPANT LOAD OWNER HABITAT FOR HUMANITY OF EAST PROJECT DESCRIPTION New SFR CONTRACTOR OWNER BUILDER LENDER INSPECTION INSP JATE COMMENT INSPECTION INSP JATE COMMENT EROSION CONTROL GWB War! 7d Gib. shea & SETBACKS SURVEY PIN [ici afey) d FINAL PUBLIC WORK FOOTING je |peyo FINAL BLOGG OFO [FA lAy/ UFER Rew b/d id FOUNDATION WALL [SS [c/o FOUNDATION DRAIN [Rid WIE SLAB + MISCELLANEOUS : ns FLOOR FRAMING | E.On Avi bs — House sheothed and approved s/relo Fob. FRAMING BANG A AIR SEAL FH Eo PLUMBING SeSVAE MECHANICAL AS INSULATION PAL bX, /, | See wssulectten certfiFicale TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. City of Port Townsend Development Services Department Correction Notice PERMITNUMBER eLDIO~ OS | owner Helos fer JOB LOCATION /'/% a0" St. Inspection of this structure has found the following violations: Frovaing ancl coy Seal bude wot been wasp etree —_ hook uUen ie mre oxhaust Fans and call a Cid Sore | % a Inspect, CA Zo Do Net/Sheefvock opt aheve Then bas ben completed v4 You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. Date_! ofia PA © Inspector = Was DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 | | THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE “Insulating your Community” PO. BOX 567 PORT ANGELES, WA 98362 INSULATION CERTIFICATE THE IN SULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE CURRENT THERMAL PERFORMANCE STANDARDS (WASHINGTON STATE ENERGY CODE) OR PER APPROVED PLANS, AT THE ADDRESS LOCATED BELOW. ADDRESS UUW 2OM Styett | Pov MWwn eng TRACY’S INSULATION INC. a [z0[p ~ SUB- CONTRACTOR: TRACY’S INSULATION INC. CONTRACTOR’S REG. NO. TRACYII917BT ATTIC BATTS MANUFACTURER THICKNESS R-VALUES EXTERIOR WALLS ; “w Type of material: Fiberglass Ln AF SoS Set: ATTIC BATTS #3 ut Type of material: Fiberglass _LeAuE L? LBS SLOPE/VAULTED CEILINGS Mp /F Type of material: Fiberglass ATTIC BLOW FLOORS Type of material: Fiberglass LRA 13 oi JES Si Type of material: Fiberglass ~u4u me” {630 PIPE WRAPS Type of material: Fiberglass YES A NO ean he LOoLPL MP2 7O AUTHORIZED. SIGNATURE TITLE DATE VAPOR BARRIERS CEING 3) 3%. WARELS FLOORS @7-< INECEIVE MAR - 2 2010 City of Port Townsend Development Services Department CITY OF PORT TOWNSEND DSD UILDING NUMBER APPLICATION Name of Property Owner: H2bi+.t Ser Honentty LE. Jefferssrn Co. Mailing Address: Po Box 65% Pot Torncond WA 44 26% Telephone: 360-374-2427] Property is located in: Addition: ELISENBRELS Block(s): | i (a Lot(s): b Faces/Access is from: 2 otk Street Parcel Number IAF 2| 3606 Directions to the Property (draw vicinity map on back) On He Poe Pay)? a 20% Wrest at Chon) on 2 ipl let prt role track. If this is anew ADU, has a building permit been applied for? _ Yes No Date: Notes: HOUSE NUMBER ASSIGNED: IA S Zo™ STREET Date of Approval: 29 “Gy 270 DM li EV A For Department Use Only: Application Fee Received ($3.00, TC 2200): Date: Copy to: O Finance O Fire Dept O Post Office 0 Sheriff O Police (Lyn) O GIS Public Works = ODSDdatabase — Ci Assessor’s Office For address changes: 0 Qwest Address Management Center ~ 206-504-1534 http://ptimaging/DSD/Building_Forms/BuildingPermitPacket/Application- Address Number.doc ; 6/12/06 a = 2 dn t 4 [3 [2 1 fa l e fo l 4 ml 2 | 1 — © . a 8 B |Z sf Sd | O wu L _ a d a n || = je e al s 2 _ ~ < 1 * , = = [4 U x 1D / 11 4 A xt 1 Tl = S} 21 1 0 9 | |x 2 S 21 1 0 7 ri s ti I 4 l s |e 7 | 8 5 | 6 Ox ] 8 5 16 ! 7 |e q . 21 s t St x “O o —A os % ce RO ; Xe ) (C 5 ; Wi HY 6a Tn | 8 O; 2} 1 YQ - RR 2 | S 3 | 2/ 4 2 q/ 8 / 2 | 18 ] 20 3 3 } 5) | Q2 - _ 8 14 1 2 || 14 5 Yy _ _ | 1 1 ' ” g8 - SS : Re : =A & 5 6 7 8 oD CO 10 9 ae s , 5 |1 4 1 / 7- 6 Ss <L l S 7 | <3 5 11 1 0 } 7 | 8 I) mt \ 20 TH ST R E E T 20 t h St > ; 4 | 3 2 =a ) 41 3 1/ 2 | 4 4 13 |2 1/4 4 ie s 2 | 1 1 N | 19 2 9 ) EF 2 H- 4— a n 5- 5 A vo ’ u oh 14 2 iT T3 TT 6 rg a _ 19 0 7 H- 14 1 1 0 13 / 0 12 8 2 : ee t 7 LE T H MD | 5 | & as c o v e r ? 5 | Si g t H ? | 8 pi s c q v e R Y | 7 | 8 : ee Wa t e r ; Wa s t e Wa t e r c rd 4° 7 — 7 4 —— St o r m Wa t e r CO cS Lg LS c 1 in c h = 12 1 . 6 9 4 6 6 8 fe e t : 7) BP Te zl ] iT 6 ft P ‘B ) 3 ji aa & b- © CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG PERMIT #_ UD 10-9 St DATE RECEIVED_5- 27t© SCOPE OF WORK: New Sra DATE ACTION INITIALS 3:2.-1\0 ENTERED INTO CHET PAW Z-2-10 CHECKED FOR COMPLETENESS WAV } —- B-§-10 |ADpDpeess VPoved IYUG Zot = al 3:17:10 Plaw review Com plates se Zoning: 2—M Setbacks OK? es Lot Size: “F O60 Building Size: (472 Lot Coverage: LAG ele | FAR OK? en Height OK? Ye Parking OK? 2 on site - Critical Area? Ue per CT momo Demo? ho! Historic Rev? Notice to Title? V Lots of Record? Yes —done th rug LU Po9-0DY. BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-051 Permit Type Residential - Single Family - New Project Name NewSFR Site Address 1446 20TH STREET Parcel # 948313606 Project Description New SFR Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Habitat For Humanity (360) 379-2827 Of East Owner Habitat For Humanity (360) 379-2827 Of East Contractor Owner Builder QO- STATE exempt 12/31/2010 #3 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. | « A Print Name Rach a W \ \\ BEWAS Date Issued: 05/11/2010 —~ Issued By: » SWASSMER Signature ss Date S/ti flo Date Expires: 11/07/2010 BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-051 Permit Type Residential - Single Family - New Project Name New SFR Site Address 1446 20TH STREET Parcel # 9483 13606 Project Description New SFR Fee Information Project Details Project Valuation $141,647.52 Decks — Residential (Covered) 120 SQFT Plan Review Fee 798 82 ae an V Wood Frame ae sort Energy Code Fee - New Single 100.00 cs Q oan a tF Dwelli 150.00 Units: 1 Heat Type: ELECTRIC BBH on-ae enias he Laieeiii ou Bedrooms: 5 Construction Type: V - B Unit - New Residential : ; . Bathrooms: 2 Occupancy Type: R-3 Plumbing Permit Fee per Dwelling 150.00 Unit - New Residential PLAN REVIEW DEPOSIT 50 50.00 PLAN REVIEW REFUND 50 -50.00 Building Permit Fee 1,228.95 State Building Code Council Fee 4.50 Technology Fee for Building Permit 24.58 Record Retention Fee for Building 10.00 Permit Site Address Fee 3.00 Total Fees $ 2,469.85 Conditions 10. Property corner survey pins must be located at time of footing inspection to verify setbacks. 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: 05/11/2010 Issued By: SWASSMER a a _r—‘(ié«é*@nNl@” Date Expires: 11/07/2010 Signature EGEIVE Development Services CITY OF PORT TOWNSEND Bey 250 Madison Street, Suite 3 Port Townsend WA 98368 Phone: 360-379-5095 Fax: 360-344-4619 www.cityofpt.us Residential Building Permit Application Project Address: ie Legal Description (or Tax#) Office Use Only LYYG 2oth GF. Addition: lS NiRé iS Permit # BLD10-OS) _ Parcel#_444%>12606 Lot (8): _© AAU O-€ ee es ae Project Description: New S$} Kale Frail, ves {den ca — 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 SarenAyplice t: Name: : it Address: Po Boy 65% City/St/Zip: Psy t- Tow Keer WA vi 64 Phone: Email: 366-374-242] “¥- +r clahy _ Contact/Representative: Name: J ai; Teles Phone: 360-374-2427 Email: hid tat @ol 4 hnpus het Contractor: O SameasOwner Name: 4 : ‘ .o.C) Address: PO Boex 635% City/SUZip" Pot Towhcen dt Wh ABRER Phone: 266 -274-2.%27 Email: ‘A+ @ olyuwypus. State License #_ HABITEH4I2DS Exp: 2/25)201 City Business License #00 46S 2 Building Information (square feet): 1* floor 1*t72 s€ Garage: & 2" floor Carport: 3” floor Other: Basement Finished: & Unfinished: __& Decks / Porches Covered: i206 of Uncovered__ 16 Heat Type: Electric 2X _ Heat Pump Other. Total: #Bedrooms__S #Bathrooms_ 2 _ Size of lot SoCO Square feet Total Lot Coverage (Building Footprint):* Square feet: i+7 2 % 24.4 Impervious Surface:* Square feet: 2266 *Total existing & proposed Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: Project Valuation: $ 4S _ obo What year was the structure built? If work includes demolition, see Page 2. Any known wetlands on the property? Y N Any steep slopes (>15%)? Y N | hereby certify that the information provided is correct, that | am either the owner or authorized to act on behalf of the owner and that all activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code. Print Name: Qawic Marie you sku Signature: Date: 42-2-a2acioO Page 1 of 2 - 1/4/2010 -OVER- RESIDENTIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new dwellings, additions, remodels, and garages. /* Residential permit application. S| Washington State Energy & Ventilation Code forms %& Two (2) sets of plans with North arrow and scaled, no smaller than 4” = 1 foot: - 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 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 fFoundation plan: 1. Footings and foundation walls 2. Post and beam sizes and spans 3. Floor joist size and layout 4. Holdowns 5. Foundation venting ¥ 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 Il 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 % 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 “If engineered, one set of plans must have one original signature A/A for new dwelling construction, Street & Utility or Minor Improvement application OO N O O K WO O oN = © YW OO N A A h o O N = 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- Sherman St. 4 1433 = 1421 Y ; 1405 Hendricks St. = yo u r | 39 2 3 OL L T L 8 ' F E ca s s TO I L WS C A Ta y e /\ WI O I S 11370 4339 * 22N! 1 50 6 PVC 6 PVC i 8 PVT ma d x AC N : | H- 3 2 “5 21 s t St . : t I be ma r | 4 B | > Cc wz os = =| Sa n e ro b ) —_ — ‘ co n B ; Z F ’ — ' a BP V C me BS A gy FS S * Fa e Ni ~o e e 2a SL . Te L] [e s [] 14 1 0 13 1 0 1 DI S C O V E R Y 19 T H Di s City of Port Townsend Development Services Department 250Madison Street, Suite 3 Port Townsend, WA. 98368 (360)-379-5095: Fax: (360)344-469 _| CITY OF PORT TOWNSEND DSD Washington State Indoor Air Quality 2006 Residential Construction Checklist for Zone 1 This form is to be completed in addition to prescriptive compliance form or component performance compliance calculations. Please answer the following questions: VENTILATION REQUIREMENTS FOR INDOOR AIR QUALITY: What kind of ventilation will be used throughout the house: 4 Exhaust Option 1 HVAC Integrated Option If you chose “Exhaust Option,” complete the following: e Where is your whole house fan located (what room, etc.)? e What size is the whole house exhaust fan? See table below: Floor Bedrooms Area, ft2 | 2 or less 3 4 =) 6 7 Min Max . Min Max Min Max Min Max Min Max Min Max Min Max < 500 50. =—75 65 98 80 120 95 143 110 165 125 188 140 210 501 -1000 55 = 83 70 105 85 128 100 150 115 173 130 195 145 218 1001-1500 60 90 75 113 90 135 105 158 120 180 135 203 150 225 1501-2000 65 98 80 120 95 143 110 165 125 188 140 210 155 233 2001-2500 70 3105 85 128 100 150 115 173 130 195 145 218 160 240 2501-3000 75 113 90 135° 105 158 120 180 135 203 150 225 165 248 3001-3500 80 §=120 95 143 110 165 125 188 140 210 155 . 233 170 255 3501-4000 85 128 100 150 115 173 130 195 145 218 160 240 175 263 4001-5000 95 143 110 165 125 188 140 210 155 233 170 255 185 278 5001-6000 105 158 120 180 135 203 150 225 165 248 180 270 195 293 6001-7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 7001-8000 125 188 140 210 155 233 170 255 185 278 200 300 215 323 8001-9000 135 203 150 225 165 248 180 270 195 293 210 315° 225 338 >9000 145 218 160 240 175 263 190 285 205 308 220 330 235 353 *For residences that exceed 8 bedrooms, increase the minimum requirement listed for 8 bedrooms by an additional 15 CFM per bedroom. The maximum CFM is equal to 1.5 times the minimum. e Fresh Air Inlets are required for this option in each habitable room (includes all bedrooms, kitchen, etc., not bathrooms or utility rooms). What type of fresh air inlet will be installed? 4 Window Port 0 Wall Port See next page C:\Documents and Settings\markp\Local Settings\Temporary Internet Files\Content.Outlook\Y CFWUM82\Checklist-Indoor Air Quality .doc TYPE OF HEATING: e Electric: ff Wall Heater Baseboard O Electric Forced Air 2 Boiler e Non-Electric: CO Propane CX Oil Heat OC) Heat Pump OC Boiler VAPOR RETARDERS: Vapor retarders shall be installed toward the warm surface as represented below. Select one option for floors, walls, and appropriate ceilings: e Floors: QO Plywood with exterior glue MPoly plastic (greater than or equal to 4 millimeter thick) CBacked batts e Walls: OPoly plastic (greater than or equal to 4 millimeter thick) DFace-stapled, backed batts MLow-perm paint @ Ceilings: CINot required where ventilation space averages greater than or equal to 12 inches above insulation CFace-stapled, backed batts OPoly plastic (greater than or equal to 4 millimeter thick) MLow-perm paint HEAT PUMP EFFICIENCY: As listed in the ARI directory, heat pump efficiency shall be met as follows: OSplit system, air source heat pump: HSPF greater than or equal to 6.8; COP greater than or equal to 3.0 OSingle package, air source heat pump: HSPF greater than or equal to 6.6; COP greater than or equal to 3.0 C)Water source heat pump: COP greater than or equal to 3.8 OGround source heat pump: COP greater than or equal to 3.0 CENTRAL COMBUSTION HEATING SYSTEM AFUE: As listed in the GAMA Directory, the central combustion heating system AFUE rating shall be: OGreater than or equal to .78 (Med. Prescriptive Options & Chap 5 Calculation) OGreater than or equal to .74 (low Efficiency Options) OGreater than or equal to .88 (High Efficiency Options) ClOther (as per Systems Analysis Qualification) C:\Documents and Settings\markp\Local Settings\Temporary Internet Files\Content.Outlook\Y CFWUM82\Checklist-Indoor Air Quality .doc shington State Energy Code - Prescriptive TABLE 6-1 PRESCRIPTIVE REQUIREMENTS” FOR GROUP R OCCUPANCY CLIMATE ZONE 1 CITY OF PORT TOWNSEND Giazing | GlazingUFactor_| |, Vaulted Wall’? Wer bhi Slab® Option | Area: or” | Ceiting? | ¥2U Above Floor? | on % of Floor | Vertical | Overhead" | U-Factor Ceiling’ | Grade | Below | Below Grade Grade | Grade L 10% 0.32 0.58 0.20 R-38 R-30 R15 R-15 | R-10 | R-30 | R-10 Ih.* 15% 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 MI. 25% 0.40 0.58 0.20 R-38/ R-30/ | R-21/ | R-15 | R-10 | R-30/ | R-10 Group R-I U=0.031 | U=0.034 | U=0.057 U=0.029 and R-2 Occupancies Only Iv. Unlimited 0.35 0.58 0.20 R-38 R-30 R-21 R-21 | R-10 | R-30 | R-I0 Group R-3 and R-4 Occupancies Only Vv. Unlimited 0.35 0.58 0.20 R-38/ R-30/ R-21/ | R-15 | R-10 } R-30/ | R-10 Group R-! =0.031 | U=0.034 | U=0.057 U=0.029 and R-2 Occupancies Only * Reference Case 0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted coals complying with note 3. ‘Adv’ denotes _.. Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings where both (a) the distanse between the top of the ceiling and the underside of the roof sheathing is less than 12 inches and (b) there is a minimum 1-inch vented airspace above the. insulation. Other single rafter or joist vaulted ceilings shall comply with the “ceiling” requirements. This option is timited to 500 square feet of ceiling area for any one dwelling unit. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. 8. This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing. ° 9. Doors, including all fire doors, shall be assigned default U-factors from Table 10-6C. 10. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be fess than or equal to that value. Overhead glazing with U-factor of U=0.40 or less is not included in glazing area limitations. 11. Overhead glazing shall have U-factors determined in accordance with NFRC 100 or as specified'in Section 502.1.5. 12. Log and solid timber walls with a minimum average thickness of 3.5" are exempt from this insulation requirement. Effective July 1, 2007 2006 Edition City of Port Townsend TABLE 17.16.030 Residential Zoning Districts - Bulk, Dimensional and Density Requirements DISTRICT R-I R-II R-II R-IV MAXIMUM HOUSING 4 dwelling units (Multiple 8 dwelling units (Multiple 16 units per 40,000 sf 24 units per 40,000 sf DENSITY (units per dwelling units on a single lot | dwelling units on a single lot of lot area of lot area 40,000 square foot area) must be contained within a must be contained within a single structure, except: a single structure, except: a permitted accessory dwelling | permitted accessory dwelling unit (ADU) may be unit (ADU) may be established in a separate established in a separate building if allowed by building if allowed by 17.16.020 PTMC) 17.16.020 PTMC) (10,000 sf of lot area per unit) | (5,000 sf of lot area per unit) MINIMUM AVERAGE 10 units where a parcel 15 units HOUSING DENSITY and/or contiguous parcels (units per 40,000 square under single ownership foot area) are 12,000 square-feet in size or greater MAXIMUM NUMBER 4 (Note: limited structures 4 (Note: limited structures No limit No limit OF DWELLING UNITS with more than 4 dwellings with more than 4 dwellings IN ANY ONE per structure may be permitted per structure may be STRUCTURE through the PUD process, see | permitted through the PUD Chapter 17.32 PTMC.) process, see Chapter 17.32 PTMC.) MINIMUM LOT SIZE 10,000 sf = single-family 5,000 sf = single-family 3,000 sq ft = single-family detached detached detached; 5,000 sf = single-family attached (duplex); 7,500 sf = single-family attached (triplex); and 10,000 sf = single-family attached (fourplex) and multi- family’ MINIMUM LOT 50’ 50’ 30’ except: 100’= WIDTH multifamily MINIMUM FRONT 20’ except: 10’ except 20 feet for 20’ except: 20’ except; YARD SETBACKS 50’= barns and agricultural garages with vehicle access 10’ w/side or rear 10’ w/side or rear buildings facing a street right-of-way parking/garages; garages parking; no setback for and 50’=barns and with vehicle access facing multifamily structures agricultural buildings a street right-of-way must located within 200 feet be setback 20’; no setback | of an abutting mixed use for multifamily structures zoning district located within 200 feet of an abutting mixed use zoning district MINIMUM REAR 20’ except: 10’ except: 10’ except: 15’ except: YARD SETBACKS 50’ = barns and agricultural 100° = barns and agricultural | no setback for multifamily | 20’ if directly abutting buildings, and 100’ if abutting buildings structures located within | an R-I or R-II district; no a R-II, R-III, or 200 feet of an abutting setback for multifamily R-IV zoning district mixed use zoning district | structures located within 200 feet of an abutting mixed use zoning district See Back of This Page For More "In order to achieve the minimum density, subdivision of parcels 12,000 square feet or greater shall not allow individual lots larger than 4,000 square-feet unless said lots are reserved for multi-family dwellings. P:\DSD\Forms\Building Forms\Information-Table 17.16.030 Res Zoning Districts.doc Page 1 of 2. 05/15/09 City of Port Townsend TABLE 17.16.030 Residential Zoning Districts - Bulk, Dimensional and Density Requirements DISTRICT R-I R-II R-II R-IV MINIMUM SIDE 5” except: 5” except: 5” except: 15’ except: YARD SETBACKS 10’= abutting a street r-o-w; 10’= abutting a street r-o-w; 10’= along a street r-o-w; 20’ if directly abutting 20 feet for garages with 20 feet for garages with 20 feet for garages with an R-1 or vehicle access facing a street | vehicle access facing a street vehicle access facing a R-II district; no setback right-of-way and 50’ barns right-of-way and 100’= street right-of-way and no for multifamily and agricultural buildings and barns and agricultural setback for multifamily structures located within 100° if abutting a R-II, R-II, buildings structures located within 200 feet of an abutting or R-IV zoning district 200 feet of an abutting mixed use zoning district mixed use zoning district MAXIMUM 30’ 30° 35’ 35° BUILDING HEIGHT MAXIMUM LOT 25% 35% except 40% where an 45% 50% COVERAGE ADU is included on the lot MAXIMUM FENCE Front=4’; Side=8’; Side Front=4’; Side=8’; Side Front=4’; Side=8’; Side Front=4’;Side=8’; HEIGHT* abutting a public right-of-way abutting a public right-of- abutting a public right-of- Side abutting a public =4’; rear=8’ way = 4’; rear=8’ way =4’; rear=8’ right-of-way =4’; rear=8’ e NOTE: Maximum fence heights apply within any required front, side, or rear setback area or along the edge of any required yard; refer to Chapter 17.68 PTMC, Fences, Walls, Arbors, and Hedges for specific requirements. (Ord. 2967 9 4.2.2008; Ord. 2939 33 1,2, 2007; Ord. 2913 > 2, 2005; Ord. 2925 a 4, 2003; Ord. 2782 3 4, 2001; Ord. 2716 3 4.3, 1999; Ord. 2700 9 11, 1999; Ord. 2571 3 2, 1997). P:\DSD\Forms\Building Forms\Information-Table 17.16.030 Res Zoning Districts.doc Page 2 of 2: 05/15/09 MEMORANDUM TO: LUP08-058/SDP08-020 HABITAT FOR HUMANITY FROM: SAMANTHA TRONE SUBJECT: POTENTIAL CRITICAL DRAINAGE CORRIDOR LOCATED AT 20TH AND 21ST STREETS BETWEEN HENDRICKS AND SHERMAN STREETS DATE: = 7/10/2008 CC: PAT IOLAVERA Habitat for Humanity is proposing to develop 21st and 20th Streets between Hendricks and Sherman Streets to build 6 houses. The project also includes the 4 lots to the south of 20th Street owned by Michael Henerey. The area is mapped on the City’s GIS as having a potential critical drainage corridor. On Wednesday (July 02, 2008), Pat Iolavera and I met Jamie Maciejewski (Habitat For Humanity) at the site to evaluate the potential critical drainage corridor. Currently, the parcels and the City’s rights-of-way are undeveloped. Pat and I looked at the area from 21st to 20th Street. Pat took a few soils samples from the lots with a probe. The trees present were Madronas, Western Red Cedars and various shrubs. PT Municipal Code 19.05.020 definition of a critical drainage corridor: “Critical drainage corridor” or “area” means an area which has been determined (by the Port Townsend Department of Public Works) to require more restrictive regulation than city-wide standards afford, in order to mitigate flooding, drainage, erosion or sedimentation problems which have resulted or will result from the cumulative impacts of development and urbanization. A critical drainage corridor is characterized as a year- round or intermittent naturally flowing watercourse which exhibits but is not limited to one or more of the following characteristics: 1. A stream or watercourse formed by nature or modified by humans; This criterion was not present. 2. Generally consisting of a defined channel with a bed for a substantial portion of its length on the lot; This criterion was not present. 3. Watercourses which exhibit the above characteristics and have been channelized or piped; and/or This criterion was not present. 4. Perched ponds, ravines or other natural drainage features. This criterion was not present. The soils map indicated CMC (Clallam Gravelly Sand Loam, 0-15% slope) and the soil classification is uniform throughout the site. The geology map indicated Vashon Lodgement Till and is also uniform throughout the site. In conclusion, the soils and geology maps do not show any subsurface differences which would indicate why this area is marked as a critical drainage corridor. As a result of our site visit and the subsurface analysis, it was determined that the area from 20th and 21st Streets between Hendricks and Sherman Streets does not have the characteristics of a critical drainage corridor. Enclosures: Soil Classification and ESA Map Soil Classification and 2 foot Contour Map Areail Photo with 2 foot Contours PTMC 19.05.020 uo n e u u o z u t de u s jo as n sz a s n vo pa s e q _ * . LO L (4 Lo a v L —. rA | € A Si p q e y Su e wo y se a t o j d u r a sy pu r pu a s u m o y 33 0 g jo xD au p sa s e a r a s es q , sa s n ar p jo Ap q i s u o d s a x 24 s au p st uo O R R U n O s de u r ye JO Ad e a n d 0 8 ar p JO El Ge g p e e n n e r pr ee | 0O S | 8 2 | Ag a A o o g i d 9 JH L 6 l g S AU F A O N S I C 9 g 39 2 ) i = yo u r 8 Z 9 J} LL Z 6 8 7 ' G O L = YU L CE C O L OL E l L OL | Ja q v / \ WI O I S mr —_ — 6 ‘) | 9) L L Go L NR a = 1Sasdedls z | VE G 1 2 & 4 lL oz oe LA a s S Y L s S = ©0 @ ‘UuUUVY OV O€ 0 C CN oO CO LAAYNLS NVvAaREMS GLCEL *68C1 SOL ILS NVWYSHS © it vl XVL OOLLE6 1ULS St 174 174 SHERI WSS MAR -2 2010 City of Port Townsend Development Services Department CITY OF PORT TOWNSEND DSD UILDING NUMBER APPLICATION Name of Property Owner: zhi. Sor Helwan!hy £ E. defferssn Co. Mailing Address: PO Box b5% Pott Tern cond WA 4% 26% Telephone: 360 -374-2%¢2] Property is located in: Addition: EISEN RELS Block(s): CEE |3iy Lot(s):_& ZO Street Faces/Access is from: Parcel Number IAS >| 3606 Directions to the Property (draw vicinity map on back) on Ue Mott orle of 2O™ vest of Sheridan 2uel bot _prtt awtol tras | If this is anew ADU, has a building permit been applied for? _ Yes___No Date: Notes: HOUSE NUMBER ASSIGNED: Date of Approval: For Department Use Only: Application Fee Received ($3.00, TC 2200): Date: Copy to: OC Finance OC Fire Dept UO Post Office O Sheriff 0 Police (Lyn) O GIS O) Public Works C1 DSD database CX) Assessor’s Office For address changes: 0 Qwest Address Management Center ~ 206-504-1534 http://ptimaging/DSD/Building_Forms/BuildingPermitPacket/Application-Address Number.doc ; 6/12/06 Receipt Number: 10-0443 BLD10-051 948313606 Plan Review Fee $798.82 $798.82 $0.00 BLD10-051 948313606 Energy Code Fee - New Single Family | $100.00 $100.00 $0.00 BLD10-051 948313606 Mechanical Permit Fee per Dwelling U: $150.00 $150.00 $0.00 BLD10-051 948313606 Plumbing Permit Fee per Dwelling Uni $150.00 $150.00 $0.00 BLD10-051 948313606 PLAN REVIEW REFUND 50 -$50.00 -$50.00 $0.00 BLD10-051 948313606 Building Permit Fee $1,228.95 $1,228.95 $0.00 BLD10-051 948313606 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-051 948313606 Technology Fee for Building Permit $24.58 $24.58 $0.00 BLD10-051 948313606 Record Retention Fee for Building Per $10.00 $10.00 $0.00 BLD10-051 948313606 Site Address Fee $3.00 $3.00 $0.00 Total: $2,419.85 10-0241 03/02/2010 PLAN REVIEW DEPOSIT 50 $50.00 BLD10-051 ~ $2,419.85 Total: $2,419.85 genpmtrreceipts Page 1 of 1 Receipt Number: BLD10-051 948313606 PLAN REVIEW DEPOSIT 50 $50.00 $50.00 $0.00 Total: $50.00 CHECK ) 6217 $ 50.00 Total: $50.00 genpmtrreceipts Page 1 of 1 ( 3 6 ; | T — @, =] || U M iN | TY TE R R A P I N AR C H I T E PC . 20 1 0 pa t e : 3/ 0 | FI V E BE D R O O M RE S I D E N C E FO R | | JN - 7- N \ | | 7% | SC A L E : |" = |0 ! 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AR O R ME R G E R HE FO O T I N G DR A I N , TY P . | a ST E W A R T RE S I D E N C E | DR A W N BY : CM G ; WA L L SE C T I O N . — LO W RI S E FR A M I N G . | DA T E : 03 . 0 9 . 0 9 . | RE V I S E D : 1/ 2 ” = 1- 0 " MS HA B I T A T FO R HU M A N I T Y | DR A W I N G NU M B E R : ee (E A S T JE F F E R S O N CO U N T Y x A3 . 0 TE L . 36 0 . 3 7 9 . 2 8 2 7 Project: HABITAT HOUSE | Location: PORCH ROOF BEAM Roof Beam [2006 Intemational Building Code(2005 NDS)] 3.5 IN x 5.5 IN x 6.0 FT #2 - Douglas-Fir-Larch - Dry Use Section Adequate By: 10.4% Controlling Factor: Moment Jesse Thomas Richard Berg Architects 719 Taylor St. Port Townsend, WA 98368 StruCalc Version 8.0.99.0 7/10/2009 4:41:04 PM Jpage DEFLECTIONS Live Load Dead Load Total Load Center 0.10 IN L/697 0.05 in. 0.15 IN L/481 LOADING DIAGRAM Live Load Deflection Criteria: V240 Total Load Deflection Criteria: L/180 REACTIONS A B Project: HABITAT HOUSE Location: TYPICAL ROOF HEADER Roof Beam [2006 International Building Code(2005 NDS)] (3)151Nx5.5 INx 4.5 FT #2 - Douglas-Fir-Larch - Dry Use Section Adequate By: 63.6% Controlling Factor: Moment page Jesse Thomas Richard Berg Architects 719 Taylor St. Port Townsend, WA 98368 StruCalc Version 8.0.99:0 _ 7/10/2009 4:41:28 PM LOADING DIAGRAM | Dead Load | Total Load Live Load Deflection Criteria: /240 Total Load Deflection Chi eria: L/180 DEFLECTIONS Live Load Center 0.04 IN L/1375 0.03- in 0.07 IN L/827 REACTIONS A B Live Load 956 Ib 956 Ib Dead Load 634 Ib 634 Ib Total Load 1590 Ib 1590 Ib Bearing Length 0.57 in 0.57 in BEAM DATA Span Length 4.5 ft Unbraced Length-Top _O ft Unbraced Length-Botiom 0 ft Roof Pitch 5 Roof Duration Factor 1.15 “12 —_ ROOF LOADING | Side One: Roof Live Load: LL= 25 psf- Roof Dead Load: DL = 15 psf 1} “Tributary Width: TW= 16 ft | Side Two: 2d -1028 Ib Live Load 825 Ib 825 Ib Dead Load 370 Ib 370 Ib Total Load 1195 Ib 1195 Ib Bearing Length 0.55 in 0.55 in BEAM DATA j}| ROGF LOADING . | Span Length 6 ft | Side One: Unbraced Length-Top O ft Roof Live Load: LL= 25 psf Unbraced Length-Bottom 0 ft Roof Dead Load: DL= 10 psf Roof Pitch 5 112 Tributary Width: TW = 10 ft Roof Duration Factor 1.15 || Side Two: ‘MATERIAL PROPERTIES Roof Live Load: LL= 25 psf "#9 - Douglas-Fir-Larch ‘RoofDeadLoad: DL= #10 psf : Base Values Adjusted "ibutary Width: TW= 1 ft Bending Stress: Fb= . 900 psi Fo'= ‘ Laaalld.pad: WALL = 0 pif ; Cd=1.15 CF=1.30 | SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Shear Stress: Fy = 180 psi Fy'= 2Qjubted Beam Length: Ladj = & ft _ Cd=1.15 Beam Self Weight: BSW = 4 pif Modulus of Elasticity: E= 1600 ksi E'= 4 @ 8a msUniform Live Load: wLl= 275 pif Min. Mod. of Elasticity: E min= 580 ksi E_min'= | $8hrsUniform Dead Load: wD_adj= 123 pif Comp. + to Grain: Fe-L= 625 psi Fo-+'= | 62hapsiniform Load: wT = 398 pif Controlling Moment: 1793 fi-Ib 3.0 ft from Jeft support Created by combining all dead and tive loads. Controlling Shear: -1028 Ib At a distance d from support. Created by combining all dead and live loads. : Comparisons with required sections: §_Rea'd. Provided Section Modulus: 15.99 in3 17.65 in3 Area (Shean): 7.45 in2 19.25 in2 Moment of Inertia (deflection): 18.15 in4 48.53 in4 Moment: 1793 ft-lb 1979 ft-lb Shear: 2657 Ib- NOTES MATERIAL PROPERTIES #2 - Douglas-Fir-Larch Base Values Fb = Cd=1.15 CF=1.30 Cr=7. Fy= 180 psi Fv Cd=1.15 Modulus of Elasticity: E= ‘Min. Mod. of Elasticity: E_min= Comp. - to Grain: Fe-t= Bending Stress: Shear Stress: - 1600 ksi 580 ksi Controlling Moment: 1789 ft-lb 2.25 ft from left support Created by combining all dead and live loads. — Controlling Shear: -1272 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Rea'd 900 psi ° Fb'= E'= E_min'= 625 psi Fe-t'= Roof Live Load: Roof Dead Load: Adjusted Mibutary ania I LL= 25 psf « DL= 15 psf . TW= 1f | WALL= 0 pif 15 IE "7 ADJUSTED LENGTHS AND LOADS = | 2Qjupesd? Length: Ladj= 4.5 ft int: BSW = 5 pif - WL= 425 pif wD_adj= 282 pif wt = 707 pif f: ‘We H@28ark68Uniform Live Load: $84aksUniform Dead Load: Oahapsiniform Load: ' | REGISTERED ow Provided ——e 13.87 in3 9.22 in2 43.58 in4 1789 ft-lb -1272 Ib Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear: a — STATE GF WASHINGTON 22.69 in3 7 - 24.75 ink. “FL. 62.39 ing? ogee” 2925 ft-lb 3416 Ib NOTES Project: HABITAT HOUSE Location: FLOOR GIRDER. Multi-Span Floor Beam Jesse Thomas #8 Richard Berg Architects P aie ‘ " 719 Taylor St. [2006 International Building Code(2005 NDS)] . -— 3.5 IN x 7.25 IN x 17.25 FT (6.8 + 5.8 + 5.8) fort Townsend, WA 88968 StruCalc Version 8.0.99.0 7/10/2009 4:41:18 PM #2 - Douglas-Fir-Larch - Dry Use page Va Section Adequate By: 1.5% | LOADING DIAGRAM Controlling Factor: Moment DEFLECTIONS Left Center Rignt Live Load . 0.07 INL/1057 0.04 INL/1549 0.07 IN}/1057 Dead Load 0.01 in 0.00 in 0.01 in. TotalLoad 0.08 INL/897 0.05 INL/1519 0.08 IN[/897 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A B Cc D Live Load - 1604 Ib 4278 Ib 4278 Ib 1604 Ib Dead Load 369 Ib 1015 Ib 1015 Ib 369 Ib Total Load 1973 Ib 5293 Ib 5293 Ib 1973 Ib Bearing Length 0.90 in 2.42 in 2.42 in 0.90 in BEAM DATA Left Center Right FLOOR LOADING Left Center | Span Length 5.75 ft 5.75 fi 5.75 ft ‘Floor Live Load FLL= 40 psf 40 psf Unbraced Length-Top O ft O ft, QO ft Floor Dead Load FDL = 10.psf 10 psf) Unbraced Length-Bottom 5.75 ft 5.75 ft 5.75 ft Floor Tributary Width Side One TW1= 7.8 ft 7.8 ft Floor Duration Factor 1.00 Floor Tributary Width Side Two TW2= 7.8 ft 7.8 ft | Notch Depth 0.00 Wall Load WALL= O pif 0 pif MATERIAL PROPERTIES BEAM LOADING Left Center Right » #2 - Douglas-Fir-Larch Reduced FloorLive Load 40 psf 40 psf 40 psf Base Values djust&btal Live Load 620 pif 620 pif 620 pif Bending Stress: Fb = 900 psi Fb'= | TskapSiead Load 155 pif 155 pif 155 pif Cd=1.00 Ci=0.99 CF=1.30 Beam Self Weight 6 pif 6 pif 6 pif “Shear Stress: Fy= 180 psi Fv'= " TeRitaPpsioad 781 pif 781 pif 781 pif Cd=1.00 .Modulus of Elasticity: E= 1600 ksi E'= 1600. ksi Min. Mod. of Elasticity: E_min= 580 ksi E_min'= 580 ksi Comp. + to Grain: Fo-L= 625 psi Fe-t'= 625 psi Controlling Moment: -2922 ft-lb Over right support of span 1 (Left Span) Created by combining all dead loads and live loads on span(s) 1, 2 Controlling Shear: -2303 Ib At a distance d from the right support of span 1 (Left Span) Created by combining all dead loads and live loads on span(s) 1, 2 Comparisons with required sections: Req'd Provided Section Modulus: 30.2 in3 30.66 in3 Area (Shean): 19.19 in2 25.38 in2 Moment of Inertia (deflection): ‘ 37.86 ind 117.75 in4 Moment: -2922 fi-lb . 2967 ft-lb Shear: - -2303 Ib 3045 Ib - NOTES Project: HABITAT HOUSE Location: FLOOR JOISTS ‘Floor Joist {2006 International Building Code(2005 NDS)] SERIES 5000 1.7/9.5 - Boise Cascade x 31.0 FT (15.5 + 1 Section. Adequate By: 18.3% ‘Controlling Factor: Deflection page ___ Jesse Thomas a! Richard Berg Architects = 719 Taylor St. Port Townsend, WA 98368 StruCalc Version 8.0.99.0 7/10/2009 4:41:46 PM LOADING DIAGRAM of DEFLECTIONS Center Right Live Load. 0.33 INL/568 0.33 IN L/568 Dead Load 0.05 in 0.05 in TotalLoad 0.38 INL/495 0.38 INL/495 : Live Load Deflection Criteria: L/480 Total Load Deflection Crijeria: L/360 Created by combining all dead and live loads. Controlling Shear: 646 Ib 0.0 Ft from left support of span 3 (Right Span) Created by combining all dead and live loads. — REACTIONS A B c | Live Load 362 Ib 1033 Ib 362 Ib Dead Load 78 Ib 258 Ib 78 Ib Total Load 439 Ib 1292 Ib 439 Ib Bearing Length 1.75 in 3.50 in 1.75 in Web Stiffeners No No No BEAN DATA Center Right JOIST LOADING | Span-Length 415.5 fi 15.5 ft ‘Uniform Floor Loading Center. Right Unbraced Length-Top 0 ft O fi Live Load - LL= 40 psf 40 psf | Unbraced Length-Bottom 0 ft 0 ft Dead Load DL= 10 psf 10 psf - | Floor sheathing applied to top of joists-top of joists fully braced sTotal Load TL= 50 psf 50 psf 1.00 ‘| TLAdj. For Joist Spacing wT = 66.7 pif 66.7 pif Floor Duration Factor |-JOIST PROPERTIES © SERIES 5000 1.7/9.5 - Boise Cascade Base Values Adjusted EME Moment Cap: Mcap= = 2460 ft-lb Mcap'= 2460 ft-lb-~:; . Cd = 1.00 Ee, Shear Siress: Veap = 1475 Ib Vecap' = 1475 Ib = @ a Cd = 1.00 - End Reaction: Reap = 950 Ib Reap’ = 950 Ib Cd = 7.00 w/ web stiffeners:.RcapWS = 1125 Ib RcoapWS'= 1125 Ib - Cd = 1.00 Interior Reaction: IRcap= 2100 Ib IRcap' = 2100 Ib Cd = 7.00 w/ web stiffeners: IRcapWS = 2350 Ib IRcapWS' = 2350 Ib Cd = 7.00 : : E.l:: El = 460 Ib-in2 El'= ~ 160 Ib-in2 “or Bos Controlling Moment2002 fi-Ib if ye” 15.5 Ft from left support of span 3 (Right Span) an : pout! 5665 = nage , REGISTERED oa ARCHITECT t N GEE eTATE OF WASHINGTON Comparisons with required sections: Reag'd Provided E.l.: 135 in2-lbE6 160 in2-lb xE6 Moment: -2002 fi-Ib 2460 fi-lb Shear: , 646 Ib 1475 Ib NOTES Project: HABITAT HOUSE Location: GIRDER FOOTINGS Footing [2006 International Building Code(2005 NDS)] Jesse Thomas a0) Richard Berg Architects 719 Taylor St. Port Townsend, WA 98368 page of Footing Size: 2.0 FT x 2.0 FT x 10.00 IN Reinforcement: #4 Bars @ 8.00 IN. O.C. EAV/ (3) min. StruCalc Version 8.0.99.0 7/10/2009 4:42:08 PM Section Footing Design Adequate FOOTING PROPERTIES LOADING DIAGRAM Allowable Soil Bearing Pressure: Qs= 1500 psf Concrete Compressive Strength: Fic= 2500 psi Reinforcing Steel Yield Strength: Fy = 40000 psi Concrete Reinforcement Cover: c= 3 in FOOTING SIZE Width: We 2 ft i Length: i= 2 ft . Depth: Depth= 10 in Effective Depth to Top Layer of Steel: d= 6.25 in COLUMN AND BASEPLATE SIZE . | Column Type: Wood Column Width: m= 4 in +n Column Depth: n= 4 in + FOOTING CALCULATIONS Bearing Calculations: Ultimate Bearing Pressure: _ Qu= 1014323 psf Effective Allowable Soil Bearing Pressure: Qe= 1375 p& o a Required Footing Area: Areg = B.85 sf - Area Provided: = #.00 sf ss Baseplate Bearing: 7 _ Bearing Required: Bear = $063 1b at Allowable Bearing: Bear-A =—44200-Ib Beam Shear Calculations (One Way Shear): FOOTING LOADING Beam Shear: : Vu1= | Liveibeadib PL= 4278 lb Allowable Beam Shear: "Vei= | Deatia5oamb PD= 1015 Ib Punching Shear Calculations (Two Way Shear): Total Load: PT = 5293 Ib Critical Perimeter: Bo= | Ultimate; Ractored Load: Pu= 8063 Ib Punching Shear: Vu2 = 6592 Ib Allowable Punching Shear (ACI 11-35): ve2-a = 57656 Ib Allowable Punching Shear (ACI 11-36): vc2-b = 77813 Ib Allowable Punching Shear (ACI 11-37): vc2-c = 38438 Ib Controlling Allowable Punching Shear: vc2 = 38438 Ib Bending Calculations: Factored Moment: Mu = 24188 in-lb - Nominal Moment Strength: Mn = 127575 in-lb Reinforcement Calculations: 5665 Concrete Compressive Block Depth: = 0.46 in REGISTERED Sieel Required Based on Moment: As(1) = 0.11 in2 ARCHITECT Min. Code Req'd Reinf. (Shrink./Temp. (ACI-10.5.4): As(2) = 0.48 in2 Controlling Reinforcing Steel: As-reqd =. 0.48 in2 — Selected Reinforcement: #4's @ 8.0 in. o.c. e/w (3) Min. RICHARD C.N. REDS Reinforcement Area Provided: As= 0.59 in2 STATE OF WASHINGTON Development Length Calculations: Se , Development Length Required: Ld= _ 15 in Development Length Supplied: Ld-sup = 9 in Note: Plain concrete adequate for bending, therefore adequate development length not required. | NOTES 4X 4 PO S T HA R D I | - P L A N K SI D I N G RI D G E VE N T , TY P . HA R D I - S H I N G L E SI D I N G AB O V E TR I M BA N D bo NT (F R O N T EL E V A T I O N ON L Y ) ‘\ “J 5 ee s — = ] . S |e - i _& oF By ie tg 1 I © ai e = S Le } Y il je 4X 4 PO S T = ys : o'-B" BOTTOM OF RO. ee i ee oe PL N Ce ee Od oe HY ne s ee ee e ee e ee e ee et ea ee e ae ae re ee er ne se Ss ee ee es ee Se @) © TE R R A P I N AR C H 15 , P. C . 20 1 0 DA T E : 3/ \ / 1 0 SC A L E : I/ 4 " = |' - O ! ¥ Zi i l z & mi & TO . 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