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HomeMy WebLinkAboutPermit D19-0131 - LAUREL ESTATES CONDOMINIUMS / BUILDING A - REPAIR DAMAGED CARPORTLAUREL ESTATES CARPORT BLDG A 3810 S 158TH ST BLDG A D19-0131 Parcel No: Address: �~^�x» v�� Tukwila .~�~� ��n v ��m`�m�oa Department ofCommunity Development 63OUSouthcenterBoulevard, Suite #10V Tukwila, Washington 901W8 Phone: 206'431'3670 Inspection Request Line: 2O6'43B'9]50 Web site; http://www.TukwilaWA.gov DEVELOPMENT PERMIT 4215000000 Permit Number: Project Name: LAUREL ESTATES CARPORT BLDG A |eme Date: Permit Expires On: D19'Ol3l S/14/2U19 ll/lO/ZUl9 Address: Contact Person: Name: Address: Contractor: License No: Lender: Name: ,,WA, l7OOVVE5TLAKEAVE N'SUITE lOO, KUSTOM US INC Z65HUNT PARK COVE, LONGVyOUD' FL,32750 LAUREL ESTATES H.O.A 38lOSl58TMSTUNIT C-5'TUKVV|U\ WA, 98188 Expiration Date: 8/17/2020 DESCRIPTION OF WORK: RECONSTRUCT AN EXISTING CARPORT THAT COLLAPSED DUE TO THE RECENT SNOW STORM AT THE LAUREL ESTATE CONDOMINIUMS. Project Valuation: $18L000.00 Type ofFire Protection: Sprinklers: Fire Alarm: Type nfConstruction: VB Electrical Service Provided by: TUKW|LA Fees Collected: $793,28 Occupancy per IBC: U Water District: 125 Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: international Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: VVACities Electrical Code: vVA[29646U: Code: ublic Works Activities: Chan ne|bation/Striping: Curb[ut/Access/S|dewa|k: Fire Loop Hydrant: Flood Control Zone: Haul ing/OveoizeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: O Fill: O Number: U No Permit Center Authorized Signature: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions oflaw and ordinances governing this work will becomplied with, whether specified herein o,not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state orlocal laws regulating construction nrthe performance nfwork. |amauthorized tnsign and obtain this development permit and agree tothe conditions attached tothis permit. Signature: Print Name: Tec,4. This permit shall become null and void ifthe work isnot commenced within 18Odays for the date ofissuance, urif the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT [OND[OONS*^* Z: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: Truss shop drawings shall beprovided with the shipment uf trusses delivered mthe job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer, Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 5: Ail construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: There shall bennoccupancy ofabuilding until final inspection has been completed and approved by Tukwila building inspector. No exception, 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. Acopy can beobtained atCity Hall inthe office ofthe City Clerk. 10: All electrical work shall be inspected and approved under a separate permit issued by -the City of Tukwila Permit Center, ll: Preparation before concrete placement: Water shall beremoved from place ofdeposit before uoncrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces tobeoccupied by concrete. 12: VALIDITY UFPERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances ofthe City nfTukwila shall not bevalid. The issuance ofapermit based unconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (ZO6}438-935U 1700 BU|L0NGF|NAL~* 020I FOOTING 0409 FRAMING 0401 ROOF SHEATHING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. I 3 Project No. Date Application Accepted: 11— \ tl I CI Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 3810 S. 158th St. King Co Assessor's Tax No.: 421500-0000 Suite Number: Floor: New Tenant: 0 Yes Tenant Name: Laurel Estates Condominiums gld94 PROPERTY OWNER Name: JoAnn Shyne - Laurel Estates H.O.A. Address: 3810 So 158th St Unit C-5 City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Chris Bacus - Pacific Engineering Tech. Address: 2150 N. 107th St., #320 City: Seattle State: WA Zip: 98133 Phone: (206) 281-7500 Fax: (206) 281-4611 Email: cbacus@pacengtech.com GENERAL CONTRACTOR INFORMATION Company Name: Kustom US - Mike Whalen Address: 7733 W. Bostian Rd. City: Woodinville State: WA Zip: 98188 Phone: (425) 766-5242 Fax: Contr Reg No.: KUSTOU1847NQ Exp Date: 08/17/2020 Tukwila Business License No.: ARCHITECT OF RECORD Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD . Company Name: Pacific Engineering Technologies Engineer Name: Kyle Bozick Address: 2150 N. 107th St., #320 City: Seattle State: WA Zip: 98133 Phone: (206) 281-7500 Fax: (206) 281-4611 Email: ykle@pacengtech.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19,27.095) Name: rtortfir atyp ey- Address: City: State: Zip: HAApplicationsTonns-Applications On Line \2011 ApplicationsWerrnit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INF�RMATION — 206-43 670 Valuation of Project (contractor's bid price): $ 18,000 Existing Building Valuation: $ 1,083,000 Describe the scope of work (please provide detailed information): Reconstruct an existing carport that collapsed due to the recent snow storm at the Laurel Estate Condominiums. Will there be new rack storage? 0 Yes V.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing luterior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC st Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport 278 278 U S-2 Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? D Yes 0 No If "yes', explain: FIRE PROTECTION/HAZARDOUS MATERIALS: El Sprinklers 0..-... Automatic Fire Alarm D None D Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? Yes El No If "yes', attach list of materials and storage locations on a separate 8-1/2" x I 1 " paper including quantities and Material Safety Data Sheets, SEPTIC SYSTEM LJ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApplicationsTorms-Applications On Line \201 I ApplicationsTennit Application Revised - I I.docx Revised: August 2011 bh Page 2 of 4 S PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District 0...Tukwila 0...Water District #125 C3 ...Water Availability Provided Sewer District [3 ...Tukwila 0 ...Sewer Use Certificate Highline 0...Valley View .. Renton 0...Sewer Availability Provided .. Renton .. Seattle Septic System: 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) 0 ...Bond EJ .. Insurance 0 Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance 0 -.Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 D ...Total Cut cubic yards 0 ...Total Fill cubic yards [3...Sanitary Side Sewer 0 ...Cap or Remove Utilities ...Frontage Improvements O ...Traffic Control EJ ...Backflow Prevention - Fire Protection Geotechnical Report .. Maintenance Agreement(s) 0 ...Traffic Impact Analysis 0 ...Hold Harmless — (SAO) 0...Hold Harmless — (ROW) D .. Right-of-way Use - Profit for less than 72 hours .. Right-of-way Use — Potential Disturbance O .. Abandon Septic Tank 0 .. Curb Cut Pavement Cut D .. Looped Fire Line irrigation ,7 Domestic Water D ...Pemianent Water Meter Size... D ...Temporary Water Meter Size., D ...Water Only Meter Size 0 ...Sewer Main Extension Public 0 O „.Water Main Extension..... Public .. Work in Flood Zone .. Storm Drainage .. • Grease Interceptor O Channelization .. • Trench Excavation Lil .. Utility Undergrounding WO # WO # WO # 0..,Deduct Water Meter Size Private 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing; Name: Day Telephone: Mailing Address: City State Zip \ Applications \Forms -Applications On Line \201 I ApplicationsTermit Application Revised - 8-9-11,docz Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: a.4.--N-------- Date: 04/17/2019 Print Name: Chris Bacus - Pacific Engineering Technologies Day Telephone: (206) 281-7500 Mailing Address: 2150 N. 107th St., #320 Seattle WA 98133 City State Zip HAApplicalionaorms-Applications On 1,ine \2011 ApplicationsTermit Application Revised 8-9-11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila Receipt Number DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $499.53 D19-0131 Address: 38105 15 TH ST BLDG A Apn: 4215000000 $499.53 DEVELOPMENT , 476.93 PERMIT FEE R000.322.100.00.00 0.00$45193 WASHINGTON STATE SURCHARGE B640.237.114 0,00 25,00 TECHNOLOGY FEE $22.60 TECHNOLOGY FEE R000.322.900.04.00 0.00 $22.60 TOTAL FEES PAID BY RECEIPT: R17647 $499.53 Date Paid: Tuesday, May 14, 2019 Paid By: PACIFIC ENGINEERING TECHNOLOGI Pay Method: CHECK 210375 Printed: Tuesday, May 14, 2019 9:29 AM 1 of 1 YST DESCRIPTIONS ACCOUNT I QUANTITY r PAID PermitTRAK $293.75 D19-0131 Address: 3810 S 158TH ST BLDG A Apn: 4215000000 $293.75 DEVELOPMENT PLAN CHECK FEE •: TOTAL FEES PAID BY RECEIPT: R17439 R000.345.830.00,00 0.00 $293.75 $293,75 $293.75 Date Paid: Friday, April 19, 2019 Paid By: PACIFIC ENGINEEING TECHNOLOGIE Pay Method: CHECK 211105 Printed: Friday, April 19, 2019 9:20 AM 1 of 1 YSTEN15 INSPECTION RECORD Retain a copy with permit INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 pl�1-013 J 'Project: Type o Ins p 'on: /Am., Address: Tii Date Called: 3810 , : /58 Special Instructions• V ; ., pate Wanted: a.m. p.m. Requester: Pi-Nr-V Phone No: 42-0-6p 9/9-0 4ii proved per applicable codes. OMMENTS rections required prior to approval. Inspector: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100, Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P ojeict jes‘44.4.31s Address: 3910 5 . /53 64' Special Instructions COMMENT nspec of Inspectiq .18 Requester: Phone Na: Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPEnCTION RECORD Retain a copy with permit Dt9-ais/ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 670 Project: .t j. L'�''� Type of Inspection: FrA kAddress Milb *5 . ip,_ Special Instructions: "Date anted: 9 # ` i � p.m. Requester: Phone No: Approved per applicable codes. e: ed prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Sc uthcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Project: ' Type of In pection: 7.7 N6" -Address: to 51 Date Called: Special Instructions:Date a471/96/Qr' Wanted: e} -`ici. a.m. P-m. Requester: Phone No: 2.53-33'0—/ 0 Approved per applicable codes. 'COM MENTS Corrections required prior to approval, REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedute reinspection. PACIFIC E LAUREL ESTATES CONDOMINIUMS — SNOW — CARPORT COLLAPSE 3810 South 158th Street Tukwila, Washington 98188 Job No.: 19074.00 Structural calculations for the reconstruction of a recently collapsed carport at the Laurel Estates Condominiums. Design is in accordance with the 2015 International Building Code with the Washington State Amendments. REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 19 2019 PERMIT CENTER PACIFIC ct 0olaot No:,, Date 3/0 project Nam. -AURAE. BThTA- CO WOO 3h..t . v41L.,- DESIGN .: , 2015 WASHINGTON .o c'i' City of Tukwila 4 0 ' Building Division/Pcnnit Center ,e. 6300 Southccnter Blvd. #100 . - Tukwila, WA 98188 905 (206) 431-3670 CRITERIA STATE BUILDING TABLE CODES TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (WASHINGTON) GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATEGORY (0 SUBJECT TO DAMAGE FROM Speed (mph) (d) Topographic effects (k) Special wind Region (i) Wind- borne debris zone (m) Weathering (a) Frost line Depth (b) Termite (c) 25 110 NG NO NO D2 MODERATE 12 NA WINTER DESIGN TEMP (e) ICE BARR ER UNDERLAYMENT REQUIRED (h) FLOOD HAZARD (g) AIR FREEZING INDEX (I) MEAN ANNUAL TEMP (i) 20 NO (See map) All counties not listed 51.4 deg. For SI: 1 pound per square foot = 0,0479 kPa, I mile per hour = 0.447 m/s. a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the shall be filled in with the weathering index, "negligible," "moderate" or "severe" for concrete as determined be determined from ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 145, C 216 or C 652. b. The frost line depth may require deeper footings than indicated in Figure R403.1(1). The jurisdiction of footing below finish grade. c. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map determined on a site -specific basis in accordance with Section R301.2.1.4. e. The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values Donations from the Appendix D temperatures shall be permitted to reflect local climates or local weather f. The jurisdiction shall fill in this part of the table with the seismic design category determined from g. The jurisdiction shall fill in this part of the table with (a) the date of the jurisdiction's entry into the or ordinance for management of flood hazard areas), (b) the date(s) of the Flood Insurance Study and and 11317Ms or other flood hazard map adopted by the authority having jurisdiction, as amended. h. In accordance with Sections R905.1.2, R905.4.3.1, R905.5.3.1, R905.6.3.1, R905.7.3.1 and R905.8.3.1, effects of ice damming, the jurisdiction shall fill in this part of the table with "YES." Otherwise, the i. The jurisdiction shall fill in this pan of the table with the 100-yearrenim period air freezing index (BF value on the National Climatic Data Center data table "Air Freezing Index -USA Method (Base 32°F)." j, The jurisdiction shall fill in this pan of the table with the mean annual temperature from the National (Base 32°F)." k. In accordance with Section R301.2.1.5, where there is local historical data documenting structural jurisdiction shall fill in this part of the table with "YES." Otherwise, the jurisdiction shall indicate I. In accordance with Figure R301.2(4)A, where there is local historical data documenting unusual wind "YES" and identify any specific requirements. Otherwise, the jurisdiction shall indicate "NO" in ibis m. In accordance with Section R301.2,1.2.1, the jurisdiction shall indicate the wind-borne debris wind of the table. 1 structural requirements of this code. The weathering column from Figure R301.2(3). The grade of masonry units shall shall fill in the frost line depth column with the minimum depth there has been a history of local subterranean termite damage. [Figure R30].2(4)4 Wind exposure category shall be for winter from Appendix D of the International Plumbing Code. experience as determined by the building official. Section R301.2.2.1. National Flood Insurance Program (date of adoption of the first code (c) the panel numbers and dates of the currently effective FIRMs where there has been a history of local damage from the jurisdiction shall fill in this part of the table with "NO." -days) from Figure R403.3(2) or from the 100-year (99 percent) Climatic Data Center data table "Air Freezing Index -USA Method damage to buildings due to topographic wind speed-up effects, the "NO" in this part of the table. conditions, the jurisdiction shall fill in this part of the table with part of the table. zone(s). Otherwise. the jurisdiction shall indicate "NO" in this part 'DRAWING # DCD H012 DATE 8/3/2017 19074 - Laurel Estate Condo 3810 S 158th St, Tukwila, WA 98188, USA Latitude, Longitude: 47.4622718,-122.28485519999998 S 158th St Google Date Design Code Reference Document Risk Category Site Class OSHPD S 8AV PuZV A N DS 158th St rD co Map data ©2019 Google 3/11/2019, 4:49:43 PM ASCE7-10 it D - Stiff Soil Type Value Description Ss 1,478 MCER ground motion. (for 0.2 second period) Si 0.553 MCER ground motion. (for 1.0s period) SMs 1.478 Site -modified spectral acceleration value Sim 0.829 Site -modified spectral acceleration value Sos 0.985 Numeric seismic design value at 0.2 second SA SDI 0.553 Numeric seismic design value at 1.0 second SA Type Value Description SDC D Seismic design category Fa 1 Site amplification factor at 0.2 second F 1.5 Site amplification factor at 1.0 second ' PGA 0.611 MCEG peak ground acceleration FPGA 1 Site amplification factor at PGA PGAM 0.611 Site modified peak ground acceleration TL 6 Long -period transition period in seconds SsRT 1.478 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.571 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 3.463 Factored deterministic acceleration value. (0.2 second) Si RT 0.553 Probabilistic risk -targeted ground motion. (1.0 second) S1 UH 0.596 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. S1D 1.128 Factored deterministic acceleration value. (1.0 second) PGAd 1.265 Factored deterministic acceleration value. (Peak Ground Acceleration) Type Value Description CR$ 0.941 Mapped value of the risk coefficient at short periods CR1 0.927 Mapped value of the risk coefficient at a period of 1 s cc) 1.00 0.75 (sic 0.50 0 25 0.00 MCER Response Spectrum 0 2 4 Period, T (sec) — Sa(g) Design Response Spectrum 0 2 4 Period, T (sec) — Sa(g) DISCLAIMER 6 While the information presented on this website is believed to be correct, SEAOC /OSHPD and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in this web application should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. SEAOC / OSHPD do not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the seismic data provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the goveming building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the search results of this webstie. Laurel Estate Condo 19074 Site Class R = Seismic Farce -Resist. System I = Spectral Response Spectra: Ss = Si = Fa = F, TL = SMS SM1 = SDS = SDI Sa = Cs = Csmin = Csmax = Seismic Response coeff., Cs = Base Shear, V = Building Period: Ta = = Ts = Ct = x = Cd = P = Eh = Ev = Dead Load, W = 1.5 Seismic Loads 2015 IBC ASCE 7-10 Pacific Engineering Force Calculation Site class definitions (Soil type) Occupancy Category Response Modification Factor Cantilevered Column - Timber Franes 1.00 1.478 0.553 1.00 1.50 6.00 1.478 0.830 0.985 0.553 0.985 D 0.657 0.043 2.418 0.657 Cs x (W) OTHER 15 0.15 0.11 0.56 0.02 0.75 1.25 1.25 1.00 0.657 0.197 4.5 Importance Factor Spectral Response Acceleration Spectral Response Acceleration Site Coefficient Adjustment for Ss Site Coefficient Adjustment for Si Long Period SMS = Fa*Ss Maximum Spectral Response Short Periods SM1 = Fv*Si Maximum Spectral Response 1 Sec. Periods Maximum Design Spectral Response Short Periods Maximum Design Spectral Response 1 Sec. Periods Design response spectrum. Design Category Cs = SDAR/I) Csmin = 0.044*Sps1 ir Csmax = SD1/(T*(R/I)) Structure Type ft. Structure Height sec. Fundamental period Ta = Ct*(hn)x To = 0.2*(Soi/Sos) Ts = SpliScs x DL x DL kips Redundancy factor 2.96 0.89 Technologies, Inc. ASCE 7-10 Table 20.3-1 pg. 204 Table 1.5-1 pg 2 Table 12.2-1 pgs. 73-76 Table 12.2-1 pgs. 73-76 Table 1.5-2 pg. 5 Figure 22-1 pg. 212 Figure 22-2 pg. 214 Table 11.4-1 pg. 66 Table 11.4-2 pg. 66 Fig 22-12, pg. 224 Section 11.4-1 pg. 65 Section 11.4-2 pg. 65 Section 11.4-3 pg. 65 Section 11.4-4 pg. 65 Section 11.4-5 pg. 66 Table 11.6-1&2 pg. 67 Section 12.8.2.1 pg. 90 Table 12.2-1 pgs. 73-77 Table 12.2-1 pgs. 73-77 Section 12.3.4, pg. 83 Section 12.4.2.1 pg. 84 Section 12.4.2.2 pg. 86 5:10 PM 3/11/2019 P:\Active Job Files\2k19 jobs\2k19 Jobs 001-100\19074 Laurel Estates Condos\ 'oject No: 77-0 ci Date: Sheet: Of_ Project Name: ; 5 ' Comp. By: Chk.By: ,!PAC F C ENGINEERING TECHNOLOGIES, INC. 2150 North 107th Street, Suite 320 CO [206] 281-7500 Is [800] 621-7300 Contents: Seattle, Washington 98133-9009 (F) [206] 281-4611 , I 1 I I ! ! I 11 I i I; 1 1 ' I I I 1 i , I 1 ; I 1 —1-•-•'-•- I 1 —1 . I ! ; , I 1 , ; I ; I I i I I 16r I i,..... I 1 ! . ! I ; ; ; ..--;•- - : 1 I 5 l' — 0, I ‘r , I ; II i , .--1-- 1 1 I . i i : , ) I'i#4 -; ;; ; :;1/4,--- -; -- ; "- -i-- --- i r-- --I. . 3 I 7 3 i I 3 3 3 I i 2 3 3 I 2 i i 1 2 2 I 333 I 2 I 3 3 i ; 3 I 0273213123 I 1 3 i 3 i i 1 3 7 7 3 2 322.27222* 3 7 3 i 1 3 2 2 I I 3 2 2 1 1 7 3 3 2 2 1 2 3 3 I ; i 2 3177 _7;7 7 i 1 2 I I 3 3 3 2 3 I 11 ! i 1 ; L 1 1 1 I 1 ; •i, ; 1 • 1 i ! i . , 1 1 ; 4;0..-C1-,_ 4i1.14,1/,..;1-swzrFal-r,t i 1 • 1 i I. i .1.... i , , , ,- . 4- i . ; , : „ I ; !' i i i 1 i , i I i i 1 ; _ ; ; . ; ; i I ; ,..1 ori I C P,A t 1 v i ' ! 1 1 1 i 1 1 ; 1 , ; --- 1 1 i 1 ; 1— .1 ! -4 tr i --i— f `i"-- 1 —1—• 1 '—i— .. .... : t ; I I I . i i I 1 i ! ! , ! ! I 1 1 , i i ! 1 ! r I i ; . ; ; : 1 ,:., i i 1 i ; ; - : -1 1 1 ; i i I 3 • • • , : 1 ; 1 I ' . 1 3 3 2 3 3 3 3 2 3 3 ; I • 1 2 ; f 1 ; / 3 3 I i i ; 2 7 i . i ! ; , ! f. • ! i 1 i 1 1 1 i 1 , ! 1 i 1 1 ! ! i I 1 I I ,, ,i ! i 2 I .I.33 3 I I 3 1 3 i 3 / 3 I / 3 2 1 3 I I 2 3 3 2 I I 3 2 1 3 3 3 1 2 3 I 1 2 2 1 2 1 3 3 3 3 3 2 3 1 3 1 3 3 3 I 1 If 1 33 3 3 22 2 32 I 3 2 3 I 33 3 ; ; 1 i I I i i i I t i 1 I I 3 3• 2 3 I 3 3 3 1 3 3 I i 3 3 I I ! 1 I r I I '• i r I I 1 3 e 7 I I i 3 3 3 I 3 3 I I 2 I 3 I I 3 3 3. 3; 3 3 3 i i 3 3 2 1 1 3 3 i 3 2 3 I 2 2 I 3 1 I I 7 1 3 3 I 2 3 2 3 3 2 3 I 3 I 3 3 2 1 2 3 2 2 3 I i 7 3 1 2 73 I 3 3 3 i 2 1 i 2 1 7 I 1 I 3 3 7 3 7 2 33 i 3 3 7 3 1 i 3 1 3 7 3 3 7 i I 7 I 7 i 3 3 3 3 37 3 3 337 I 3 ; 3 3 I I 3 3 3 I 2 3 i 1 3 3 3 2 i 3 3 1 i 32 2 2 1 I 3 3 . 3 I 3 1 ; 2 • , i ,, 7 I . i 2 2 1113 113 II 1 3 3 3 3 I I 2 3 I 3 2 i 2 3 I 3 Timber Beam -Column Design Pacific Engineering Laurel Estate Condo 19074 Member Identification EmnbededCo|urnn Species is Service conditions are Hem'Fir8eam» Dry service Temperature upto1OOdegF Grade is No2 Sawn Timber S"+ Timber Properties [m Ct Cr [m O Adjusted Properties Fu»« 675 psi 1.00 1.00 1.00 0i80 F*ux«= 540 psi Fuyi/ 675 psi 1.00 1.00 1.00 0.80 F~uy-y= 540 psi Ft 350 psi 1.00 1.08 1.00 0.80 6= 280 psi Fv 140 psi 1.00 1.00 1.00 0.80 F,= 112 psi Fc 500 psi 1.00 1.00 1.00 0.80 F*c= 400 poi E 1'100'000 psi 1.00 1.00 1.00 0.95 E' = 1^045'000 psi Em/° 400'000 psi 1.00 1.00 1.00 0.95 E'mm = 380'000 psi Member is O by 8 nominal adjust size in in True dimensions 7.50 in 7.50 in Area = 56.25 in 5»«= 70.31 in Height 8.00ft Syf= 70.31 in' |uX-X 8.00 ft Kex-x= 1.00 |ez/d = 12.80 |vry 8.00ft K«v-Y= 1.00 |e2/d= 1210 Le*d~ 2.06x |"Y-v= 1483 in. for major axis bending Le/d= 12.80 for compression x' Member Service Loads Dead Live Snow 0.6*VVindl 0.6*VVind2 0.7*E Axial 1116.3 |b |b |b |b |b |b K4»« ft-lb ft-lb ft-lb ft'|b ft-lb 4116 ft-lb KAy~y ft'|b ft'|b ft'|b ft'|b ft'|b ft'|b V |b |b |b |b |b |b Ro 5.13 5.13 5.13 5.13 5.13 5.13 F^» 486 540 621 864 864 864 Fo*l 9'999 9'999 9'999 9.999 9'999 9'999 [L 1.00 1.00 1.00 1.00 1.00 1.00 F~c 360 400 460 640 640 640 FcEz 1'906 1,906 1'906 1'906 1'906 1'906 Fccz 1,906 1'906 1'906 1'906 1'906 1'906 [p 0.96 0.96 0.94 0.92 0.92 0.92 Y -x Y ND533 ND5]71 Analysis Results Inter - Load Case Axial Mx-x My-Y V fc fb»« fby-y fv F'c/F't F'bxx F'by-y F'v action D~0J5(L+S+E) 1'116 3'087 U O 20 527 0 O 588 860 864 179 0.62 0.6D-.7E 670 -4'116 O O lZ '703 U O 588 860 864 179 (0,82l roject No: I 1 D7 y Date• f t 1, ( Sheet: Of Project Name L.",�f�,rL 5 S T,47E coe/Dv Comp. By: �' Chk.By: rvYN AT.-7/J ±: 5 /✓ Contents: it i i PACIFIC ENGINEERING TECHNOLOGIES, INC. 2150 North 107th Street, Suite 320 (T) [206] 281-7500 • [800] 621-7300 Seattle, Washington 98133-9009 (F) [206] 281-4611 I I j ? : I . ... PASsi;�- vE iL-4-EI J-1��I kZesu! o� 4.5F .._ i 0:4it Li 1 F f 1 Liev (� ! ; j ; i ! I ! i 1 I 1 1 i ! I i I 1 ? 1 ; ! 1 1 i i i ..1.. 1 t 1 i i i 1 ; Calculated 5 Footing Diameter FIND 2015 IBC 1807.3.2.2 Constrained footings - Equations 18-3 Equation 18-3 INPUTS Input Load Combination 1.0 D Vertical Load of Column Moment in post at grade P_v = D= M_L = E_ Passive Lateral Earth Pressure a passive = Use 2x a passive = *Use 1806.3 and Table 1806.2 **1806.3.4 Pole allowed TWO x 1806.2 values? Yes S = 775.517054 Project Name: Laurel Estate Condo Project Number: 19074 Constrained Footing Calc Equation 18-3 4.25 * M d= S3*b 0.7 E 884.3 Ibs 884.3 Ibs 5880 ft-Ibs 4116 ft-Ibs Depth of Footing b= di = d= 100 psf/ft 200 psf/ft 1.50 ft 3.88 ft <= Set up initial guess at depth 88' ft <= Calculated Result 0.00 These values should be equal. Dia (ft) calc depth (ft) use depth (ft) foot area (sqft) Bearing Demand (psf) Conc Vol (ft^3) increas 1 4.44 4.5 0.79 1125.93 3.53 (-) 1.5 3.88 4 1.77 500.41 7.07 100% 2 3.52 4 3.14 281.48 12.57 78% 2.5 3.27 3.5 4.91 180.15 17.18 37% reject No: 610 7- Data: Sheet —CM_ Project Name: 1—)Rt. Comp. By: • S contents: 6A-M ps PACIFIC co/a00 I- 0. 5 47 S 4- -t- 5/VoL4., 12p5F•t“? Fr t i & -I- fie?, t-rA15-r + 2- 3 tiF4 ° ~ Timber Beam -Column Design Pacific Engineering Laurel Estate Condo NDS 2012EdNdon - Technologies - 19074 Member Identification EmbededBeam Species is Service conditions are Hem -Fir Beams Dry service Temperature upto1OOdegF Grade is Nu2 Timber Properties Cm Ct [p [m O Fox« 676 psi 1.00 1.00 1.00 0.80 Fuy'y 675 psi 1.00 1.00 1.00 0.88 Ft 360 psi 1.00 1.00 1.00 0.80 Fv 140 psi 1.00 1.00 1.00 0.80 Fc 500 psi 1.00 1D0 1.00 0.80 E 1'100'000 psi 1.00 1.00 1.00 0.95 Emm 480'000 psi 1.00 1.00 1.00 0.95 Member is 6 by lZ nominal adjust size in in True dimensions 5.50 in 11.50 in Area= 63.25 in S»«= 121.23 in' Height 8.90 ft 5Y-y= 57.98 ins |uX-X 2.00 ft Ke x-x= 1.00 |ez/d= 2.09 |u°v 8.90 ft Kev-Y= 1.00 |e4d= 19/42 be*d= 2.06 x |uY-Y= 2530 in. for major axis bending Le/d~ 19.42 for compression Sawn Timber 5"+ Adjusted Properties F*uX-x= 540 psi F~uy'y= 540 psi Ft= 280 psi F,= 112 psi F*c= 400 psi E' = 1'045'000 psi E'mm= 380'000 psi x' Member Service Loads Dead Live Snow 0.6*VV|nd1 0.6*vxind2 0.7*E Axial |b |b |b |b |b |b Mx-x 1337 ft-lb ft-lb 2356 ft-lb ft-lb ft-lb ft-lb my-y ft'|b ft-lb ft-lb ft1b ft'|b ft'|b V 587 |b |b 1059 |b |b |b |b Y 'x Ro 9.15 9.15 9.15 9.15 9A5 9.15 NDS3.3 F~u 486 540 621 864 864 864 FuEz 5'452 5^452 5'452 5'452 5'452 5'452 CL 1.00 0.99 0.99 0.99 0.99 0.99 F*c 360 400 460 640 640 640 NDS3.71 Fcsz 9'999 9'999 9'999 9'999 9'999 9'999 Foz 828 828 828 828 828 828 [p 0.89 0.87 0.85 0.77 077 0.77 Analysis Results Inter - Load Case Axial K4x'x K4y'y V fc fbx'x fby-y fv F'c/F't Fbx'x F'by'y F'v action D*L 8 1'337 O 587 O 132 8 14 280 537 540 112 0,2$ D+S O 3'693 O 1'646 O 366 O 39 322 617 621 129 0.59 D+0.75(L+S) 0 3104 U 1381.3 O 307 O 33 322 617 621 129 0.50 D+n.G*VVl U 1337 0 587 O 132 U 14 448 856 864 179 0.15 D+0.6*VV2 O 1337 O 587 O 132 0 14 448 856 864 179 0.15 D+0.75(L+VVz+S) O 2220.5 0 984.13 O 220 O 23 448 856 864 179 0.36 D+0.75(L+VV2+S) O 2220.5 O 984.13 O 220 O 23 448 850 864 179 0'26 D+0.75(L+S~E) 0 3104 0 1381.3 0 307 0 33 448 856 864 179 0'36 PERMIT COORD COPP PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0131 DATE: 04/19/19 PROJECT NAME: LAUREL ESTATES CARPORT BLDG A SITE ADDRESS: 3810 S 158 ST BLDG A X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: fc\N LAW\ V\ Building Division Public Works tVV\ i161 k012 Pe? 4\o\61 Fire Prevention Planning Division Structural Permit Coordinator PRELIMINARY REVIEW: Not Applicable T (no approval/review required) DATE: 04/23/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: 05/21/19 Approved with Conditions r Denied (ie: Zoning Issues T REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 KUSTOM US INC Page 1 of 2 Hone Espanol Contact Search L&I A-Z Index Help My L&] Safety & Health Claims & Insurance Workplace Rights Washington State Department of Labor & industries KUSTOM US INC Owner or tradesperson Principals ZAVODNEY JR, ANDREW L, PRESIDENT TRY, SARAH C, SECRETARY Doing business as KUSTOM US INC WA UBI No. 604 020 885 265 HUNT PARK COVE LONGWOOD, FL 32750 407-965-1940 Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. KUSTOUI847NQ Effective — expiration 08/17/2016— 08/17/2020 Bond Hanover Insurance Company, The Bond account no. 1949942 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 08/13/2018 08/11/2018 Expiration date Until Canceled Bond history Insurance Allied World Assurance Co US I $1,000,000.00 Policy no. 0311-3643 Received by L&I Effective date 06/04/2018 05/31/2018 Expiration date 05/31/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts Trades & Licensing Help us improve haps://secure.lni.wa.gov/verify/Detail.aspx?UBI=6040208858cLIC=KUSTOUI847NQ&SAW= 5/14/2019 STRUCTURAL NOTE S: GENERAL NOTES: GENERAL CONDITIONS: 1. DO NOT SCALE DRAWINGS. 2. REPETITIVE FEATURES MAY BE DRAWN OR CALLED OUT ONCE, BUT SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 3. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND CRAFTSMANSHIP AND SHALL BE IN ACCORDANCE WITH ALL MANUFACTURERS' SPECIFICATIONS, DIRECTIONS AND RECOMMENDATIONS. THE WORK SHALL ALSO BE IN STRICt CONFORMANCE WITH INDUSTRY STANDARDS AND COMPLY WITH SOUND ENGINEERING AND CONSTRUCTION PRACTICES. THE CONTRACTOR SHALL REPLACE PORTIONS OF THE INSTALLED WORK THAT DOES NOT MEET THESE REQUIREMENTS AT THE THEIR EXPENSE. 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, AND IN ACCORDANCE WITH CURRENT CODE REQUIREMENTS: 5. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED LOCAL JURISDICTION INSPECTIONS AND SPECIAL INSPECTIONS. THE CONTRACTOR SHALL PROVIDE COPIES OF THE INSPECTION REPORTS TO THE ENGINEER AND OWNER 6. ALL NEW AND/OR REPLACEMENT MATERIALS SHALL BE EQUAL OR SETTER IN KIND AS EXISTING MATERIALS. 1. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (I) YEAR FROM THE DATE OF FINAL, ACCEPTANCE BY OWNER 8. MECHANICAL AND ELECTRICAL WORK (AS REQUIRED FOR REPAIR WORK) TO BE FILED UNDER SEPARATE PERMIT AND DIPPER DESIGNED. MECHANICAL AND ELECTRICAL REPAIR DESIGN TO BE PERFORMED BY LICENSED AND QUALIFIED MECHANICAL AND ELECTRICAL CONTRACTOR ALL NEW MECHANICAL WORK SHALL CONFORM.:TO THE REQUIREMENTS OF THE WASHINGTON STATE ENERGY CODE. 9. CONTACT THIS OFFICE AT (206) 281-1500 IF ANY ADDITIONAL DAMAGE IS FOUND OUTSIDE THIS SCOPE OF WORK DURING DEMOLITION OR ANY VARIATIONS TO THE SITE OR EXISTING BUILDING(S) ARE FOUND DURING THE CONSTRUCTION WORK, SITE CONDITIONS. SAFETY AND DEMOLITION: 10. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS At THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS AT THE JOB SITE DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 11. THE CONTRACTOR SHALL PROVIDE ACCEPTABLE SAFETY AND SECURITY MEASURES AND SHALL MAINTAIN SAFETY AND SECURITY AT THE JOB SITE DURING THE ENTIRE COURSE OF THE PROJECT. 12. THE REQUIRED AND/OR IMPLIED DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE DOES NOT, AND IS NOT INTENDED TO, INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE. 13. THE CONTRACTOR AND THE SUB -CONTRACTORS SHOULD VISIT THE SITE TO REVIEW THE EXISTING SITE, BUILDING CONDITIONS, FEATURES, INCLUDING GRADES, DIMENSIONS, ACCESS TO THE WORK, POWER ACCESS, STAGING, REFUSE DISPOSAL, MATERIAL STORAGE, ETC. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION, TEMPORARY BRACING, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES IN CONNECTION WITH THE WORK, 15. PROTECT EXISTING FINISHES, FIXTURES, EQUIPMENT, ETC. THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL TRANSPORT AND DISCARD IN A LEGAL MANNER ALL CONSTRUCTION DEBRIS, DAMAGED AND REMOVED ITEMS NOT INTENDED FOR REUSE. TRUSS NOTES: TRUSS FABRICATION NOTES: I. TRUSS PROFILES SHOWN ARE SCHEMATIC AND ARE FOR REFERENCE ONLY. TRUSS MANUFACTURER TO LOCATE WEBS AS REQUIRED FOR DESIGN. PACIFIC ENGINEERING TECHNOLOGIES, INC. MAKES NO GUARANTEES REGARDING THE ACCURACY OF TRUSS DIMENSIONS SHOWN. 2. TRUSS MANUFACTURER/CONTRACTOR SHALL FIELD VERIFY ALL TRUSS LENGTHS, ROOF AND CEILING HEIGHTS, SLOPES, STEPS IN ROOF AND RIDGE, ETC. PRIOR TO FABRICATION. 3.TRUSS MANUFACTURER SHALL BRING ANY DISCREPANCIES WITH THESE PLANS TO THE ATTENTION OF THE ENGINEER. 4.ROOF TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF WASHINGTON AND FABRICATED IN ACCORDANCE WITH SECTION 2303.4 OF THE IEC, USING DOUGLAS FIR -LARCH OR HEM -FIR MEMBERS. S.MEMBERS SHALL BE OF THE MINIMUM SIZE SHOWN ON THE PLANS OR LARGER AS REQUIRED BY TRUSS DESIGNER (PALL TRUSS PLATES SHALL BE IBC APPROVED AND DESIGNED TO TRANSMIT 100% OF THE MEMBER LOAD DETERMINED BY THE TRUSS ANALYSIS. THE HEEL CONNECTIONS SHALL BE DESIGNED CONSIDERING THE EFFECTS OF ECCENTRIC LOADING. TRUSS PLATES SHALL BE INSTALLED ONTO CHORD MEMBERS SO THAT A MINIMUM OF 1 1/2" CONTINUOUS CONTACT WIptH BE PROVIDED FOR 2x4 CHORD MEMBERS, AND 2" CONTACT FOR 2x6 CHORD MEMBERS. THE CONTACT AREA OF A PLATE SHALL NOT INCLUDE AREA OF A WEB OR CHORD MEMBER LOCATED WITHIN 1/2" OF THE END OF THAT MEMBER 1. TRUSS MANUFACTURER TO PROVIDE VERTICAL WEBS AT GABLE END TRUSSES. S.MANUFACTURER'S COMPANY NAME, THE DESIGN LOAD, AND THE SPACING OF THE TRUSSES. 9.TRUSS MANUFACTURER IS RESPONSIBLE FOR DETERMINING AND ADHERING TO ALL RELEVANT REQUIREMENTS FOR PREFABRICATED TRUSSES. 10. TYPICAL TRUSS LOADS: DL (TOTAL) 15 PSF LL (SNOW) 25 PSF TRUSS INSTALLATION NOTES: I. APPROVED TRUSS DRAWINGS MUST BE ON JOBSITE DURING INSTALLATION AND INSPECTION. 2. DO NOT DRILL, CUT OR OTHERWISE DAMAGE TRUSSES. 3.00 NOT INSTALL DAMAGED TRUSSES. NOTIFY THE TRUSS SUPPLIER IP DAMAGE IS OBSERVED. 4.00 NOT MAKE FIELD REPAIRS TO DAMAGED TRUSSES WITHOUT APPROVAL PROM THE TRUSS DESIGNER S.PROVIDE TEMPORARY TRUSS BRACING AS REQUIRED BY THE TRUSS MANUFACTURER AND THE IBC DURING INSTALLATION OF TRUSSES. 6.PROVIDE PERMANENT TRUSS BRACING AS REQUIRED BY THE TRUSS MANUFACTURER AND THE. IBC PRIOR TO LOADING THE TRUSSES. 1. PROVIDE ALL TRUSS -TO -TRUSS CONNECTIONS, BRACING, STRONG BACKS, AND OTHER DETAILS IN CONFORMANCE WITH DETAILS PROVIDED BY THE TRUSS MANUFACTURER CODE: THE INTERNATIONAL BUILDING CODE (IBC) 2015 EDITION WITH THE STATE OF WASHINGTON AMENDMENTS. LIVE LOADS: ROOF SNOW LOAD 25 PSF LATERAL LOADS (BASED ON ASCE 1): UINJD DESIGN DATA: WIND SPEED EXPOSURE TOPOGRAPHICAL FACTOR 110 MPH B 1.0 EARTHQUAKE DESIGN DATA (USING USGS SEISMIC HAZARD MAPS): LATITUDE LONGITUDE Se Si SITE CLASS SDS SDI IMPORTANCE FACTOR SEISMIC DESIGN CATEGORY R 41.462 DEGREES (CN) -122285 DEGREES (CW) 1.418 0.553 0.985 0.553 IS LATERAL FORCES ARE TRANSMITTED BY THE ROOF TO THE EMBEDDED COLUMNS BY TRIBUTARY AREA. FouNDAtI0N: BEFORE WORK BEGINS, LOCATE ALL UNDERGROUND UTILITIES BY CONTACTING "CALL BEFORE YOU DIG" AT 1-800-424-5555 OR ell. HOWEVER, THIS SERVICE DOES NOT NAVE A COMPLETE DATABASE OF ALL OBSTRUCTIONS, THEREFORE OTHER LOCATING SERVICES MAY ALSO BE NECESSARY. EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL OF 1500 PSF BEARING CAPACITY. CONCRETE: CONCRETE f'c = 2500 PSI AT 28 DAYS. CONCRETE EXPOSED TO THE WEATHER IS TO BE AIR -ENTRAINED. ALL CONCRETE IN FOOTINGS SHALL BE PLACED IN A MONOLITHIC POUR UNLESS SHOWN OTHERWISE OR APPROVED BY THE ENGINEER PRIOR TO PLACING. ALUMINUM CONDUIT AND ACCESSORIES SHALL NOT BE EMBEDDED IN CONCRETE. NAILS: NAILING SHALL BE IN ACCORDANCE W/ FASTENING SCHEDULE TABLES 23-25 IN ICC-ES EVALUATION REPORT ESR-1539 PREPARED FOR THE INTERNATIONAL STAPLE, NAIL AND TOOL ASSOCIATION (ISANTA). ALL NAILS SHALL HAVE STANDARD SIZE ROUND HEADS UNLESS NOTED OTHERWISE ON THE DRAWINGS. NAIL LENGTHS AND DIAMETERS SHALL BE AS FOLLOWS: 10d 3" x 0.131" DIA, 10d COMMON 3" x 0.148" DIA. ALL NAILS EXPOSED TO WEATHER OR IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED PER ASTIM AI53. SCREWS INSTALLED IN WOOD: SCREWS FOR INSTALLATION IN WOOD SHALL BE MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, IN ACCORDANCE WITH ICC-ES REPORT ESR-2236 AND IAPM0 UES REPORT °192. THE SCREW DIAMETERS AND LENGTHS ARE AS FOLLOWS: SDS (0.25" DIAMETER, LENGTHS: 1,5" TO 8") . SIDS SCREWS EXPOSED TO WEATHER OR IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE TYPE 3I6L STAINLESS STEEL. EQUIVALENT SCREWS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL LOAD CAPACITIES AND CORROSION RESISTANCE. LIGHT GAUGE FRAMING CONNECTORS: NOTATIONS ON DRAWINGS RELATING t0 FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, DUBLIN, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY SE SUBSTITUTED PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL LOAD CAPACITIES. CONNECTORS SHALL BE FASTENED TO THE FRAMING MEMBERS USING THE NUMBER AND TYPE OF FASTENERS CALLED FOR BY MANUFACTURER HANGERS AND CLIPS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE ZMAX/HDG GALVANIZED CONNECTORS. ALL HANGER FASTENERS USED WITH ZMAX/HDG GALVANIZED CONNECTORS SHALL BE HOT -DIPPED GALVANIZED PER ASTM A153 OR SDS SCREWS (REFER TO 'SCREWS INSTALLED IN WOOD' ON THIS SHEET) STRUCTURAL LUMBER GRADES AND SHEATHING RATINGS: ALL LUMBER SHALL BE GRADED IN ACCORDANCE WITH CURRENT WWPA STANDARD GRADING RULES FOR WESTERN LUMBER USE THE FOLLOWING SPECIES AND MINIMUM GRADE: POSTS AND TIMBERS HEM -FIR N2 Fc■500 PSI, Fb m 615 PSI (OR BETTER) BEAM (6x 4 LARGER) HEM -FIR wl Fb • 615 PSI ALL SHEATHING SHALL BE APA PERFORMANCE RATED PANELS. SHEATHING SHALL BE PLYWOOD. BOND CLASSIFICATION SHALL BE 'EXPOSURE 1' WHERE PROTECTED FROM THE WEATHER. BOND CLASSIFICATION SHALL BE 'EXTERIOR' WHERE EXPOSED, SUCH AS EAVE AND SIDING APPLICATIONS. ALL ABUTTING PANELS SHALL HAVE 1/8" GAP. WOOD PROTECTION / TREATMENT: ALL LUMBER IN CONTACT WITH GROUND OR CONCRETE OR EXPOSED TO THE ELEMENTS SHALL BE PRESSURE -TREATED (NOTED P.T.) IN ACCORDANCE WITH AUJPA STANDARD Ul. USE THE FOLLOWING MINIMUM ,AWPA USE CATEGORIES: GROUND CONTACT (DECK POSTS): UC4B PAINT ALL SCARS, CUTS AND DRILL HOLES WITH A WOOD PRESERVATIVE THAT IS COMPATIBLE WITH THE CHEMICALS USED FOR THE PRESSURE TREATMENT OF THE WOOD. PRESERVATIVES FOR FIELD TREATMENT SHALL MEET THE REQUIREMENTS OF AWPA STANDARD M4. GENERAL WOOD FRAMING NOTES: I. MINIMUM NAILING SHALL BE IN ACCORDANCE WITH FASTENING SCHEDULE TABLES 23-25 IN ICC-ES EVALUATION REPORT ESR-1539. 2. PROVIDE CONTINUOUS 2x SOLID BLOCKING OR ENGINEERED LUMBER BLOCKING FOR FRAMING MEMBERS AT ALL SUPPORTS. 3. CURRENT IBC BUILDING CODES ARE AVAILABLE ONLINE FOR FREE PUBLIC ACCESS AT CODES.ICCSAPE.ORG. ROOF SHEATHING: APPLY 19/32" PLYWOOD NAILED TO JOISTS WITH lad NAILS AT 6" O.C. At ALL SUPPORTED PANEL EDGES AND AT 12" O.C. ALONG INTERMEDIATE SUPPORTS. NEW ROOF SHEATHING TO SPAN ACROSS A MINIMUM OF THREE SUPPORTS. WORK THIS PERMIT UNIT A-4 UNIT A - SOUTH{ 158th STREET SITE PLAN f SCALE: I„ • 30 0 b NOTE: THE INFORMATION ON THIS SITE PLAN IS SCHEMATIC AND HAS BEEN DERIVED FROM THE SITE PLAN INFORMATION ON RECORD WITH KING COUNTY, AERIAL PHOTOGRAPHS AND SITE VISIT. SCOPE OF WORK SUMMARY THE PURPOSE OF THESE DRAWINGS IS TO SHOW THE INFORMATION NECESSARY TO REBUILT THE RECENTLY COLLAPSE CARPORT FOR UNIT A-3 AND UNIT A-4 AT THE LAUREL ESTATE CONDOMINIUMS LOCATED IN TUKWILA, WASHINGTON. THE EXIST. CARPORT WILL BE DEMOLISHED AND A NEW CARPORT WILL BE INSTALLED THAT IS THE SAME SIZE, HEIGHT, AND CONSTRUCTION AS THE EXISTING CARPORT. EXCLUSIONS: ELECTRICAL WORK IS NOT INCLUDED IN THIS SCOPE OF WORK AND IS TO BE BIDDER -DESIGNED (BY OTHERS) AND SUBMITTED UNDER A SEPARATE PERMIT. ARCHITECTURAL DETAILS SUCH AS BUT NOT LIMITED TO WEATHER -RESISTIVE ASSEMBLIES, WATERPROOFING, EXTERIOR SIDING, FLASHING, ETC. ARE NOT INCLUDED IN THESE DRAWINGS. S148th St IER.TON TIGHTS S 162nd S1 91r Coreo ej Express 9 S IGlsr.g, S 19&h St N - Travelodge by Wyndham t Sea•Tac Airport North Wendy Taco Time NW 9 United States Postal Service Se;CaraTac FaciliRentalty 9 • S 1 L6tlt S1 S 1481h St S 158d1 St - McDonald's S 15401St .` ; Southeenter plvd S 16,1h1( Thorndyke Elementary School SiIE. 3810 South 158th Street 20 min drive- home 9 11» 9r 6t S11ath S1 ,The -Boulevard 0 At South Station SoUthcente101vd ovncCoe S 158th S. 5 16eth 5t S 162nd Gt. 1,0 46, S 16dth St Safeway GoOilhg10,1,s, S156Ih St 51 1> to Crystal Springs Park k tlb„: 4 I6'1111 S1 S 1491h 51 VICINITY MAP 0740 SCALE: N.T.S. ASSESSOR'S No.: 421500-0000 LEGAL DESCRIPTION: 100 PCT DIV INT LAUREL ESTATES CONDOMINIUMS WILE) ING DATA: JURISDICTION: CODES: ZONING: OCCUPANCY: LOT SIZE: SWEET INDEX TUKWILA 2015 INTERNATIONAL BUILDING CODE (IBC) WITH THE STATE OF WASHINGTON AMENDMENTS HOR - HIGH DENSITY RESIDENTIAL R-2 CONDOMINIUMS 92,051 SQ. Ft. SHEET I PROJECT NARRATIVE, VICINITY MAP, ASSESSOR'S No., LEGAL DESCRIPTION. SHEET INDEX, SITE PLAN AND NOTES SHEET 2 CARPORT ROOF FRAMING PLAN AND SECTIONS FILE Permit No. i5iPd'I01 Plan review approval is subject to errors and omissions Approval of construction documents does not authorize the violation of any adopted code or ordinance Receipt of approved Field Copy and congIxI9 ,� is acKnowledgea: By: Date: zoqm C1ty of Tukwila BUILDING DIVISION REVISIONS No changes made the scope of work withoutsnail priorbe approvalto of the -Tukwila Building Division. NOTE: • Revisions wilt require a new plan may submittal andd may include additional plan review. SEPARATE PERMIT RE IRED FOR: R:/�Mechanical �[Ellec trtnca inpl CityGofaTsuPkwiipilnag BUILDING DIVISION REVIEVVED FOR CODE COMPLIANCE APPROVED AP JR 25 712,_ Pr City of Tukwila BUILDING DIVISION CITY OF T U ti WILA APR 192019 PERMIT CENTER ALL INFORMATION ON THIS DOCUMENT I. THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. O COPYRIGHT 2019 z° .2 d) te w 50 i 4/17/2019 19074.wd.1.0.dwg Job No. 19014.00 plq- 0131 RIDGE (MATCH EXIST.) 1 t uL EXIST. CONC. SLAB -J.r-LJ.-LLI. L!.!. � � �-L1-11S JJ�. L-iL TI1J�. �'!.I S CTION SCALE: 1/4" • I'-0" 1 A TRUSS PROFILE SHOWN IS SCHEMATIC AND IS FOR REFERENCE ONLY. TRUSS MANUFACTURER TO LOCATE WEBS AS REQUIRED FOR DESIGN IPREMANUFACTURED TRUSS PER PLAN 6x BEAM PER PLAN 1 P.T. Sx COLUMN PER PLAN CONC. FOOTING PER PLAN PREMANUFACTURED I TRUSS PER PLAN ROOF SHEATHING PER STRUCTURAL NOTES PANEL EDGE NAILING 2x BLOCKING' AT EA. BAY OVERHANG( PER PLAN SIMPSON CCQ68S0S2.5 POST CAP P.T. Sx COLUMN PER I PLAN 4.5± •� 12 INTENTIONALLY ROUGHEN EDGES OF EXIST. CONC. SLAB TO A FULL AMPLITUDE OF APPROXIMATELY 1/4". (THIS CAN BE ACHIEVED BY USING A 15 LBS CHIPPING HAMMER) ISIMPSON HI TIE AT EA. TRUSS, TYP. 6x BEAM PER PLAN SEC 1 IQN SCALE: 3/4" • I'-0" 2 EXIST. CONC. SLAB 6" CLEARANCE FROM BOTTOM OF COLUMN TO BOTTOM OF FOOTING SECTION 7-1 EXIST. ASPHALT SURFACING 3 SCALE: 3/4" • 1'-0" 2' -4" IIII„III III III P.T. 8x COLUMN PER PLAN, EMBED 3'-6" CONC. FOOTING PER PLAN -1 FIRM UNDISTURBED SOIL 9'-6" 2'-4" 1 1/2"± UNIT ,4-4 (NO WORK) UNIT ,4-3 (NO WORK) 6" O.H. TYP. AT FOOTING ROOF SHEATHING AND PANEL EDGE NAILING PER STRUCTURAL NOTES PANEL EDGE NAILING FASCIA BOAR TO MATCH EXIST. REF. PLAN GABLE END TRUSS. PROVIDE DEEPER TOP CHORD FOR NOTCHES AT OUTRIGGERS. DO NOT OVERCUT NOTCHES 1 I/2"± 3 K12_ BEAM 1 RIDGE 6x12 (GRIDS ALIGN WITH OUTSIDE FACE OF BEAM, TYP I EDGE OF EXIST. ASPHALT (ADJACENT BUILDING WALL SECTION 2x4 FLAT OUTRIGGERS AT 4'-0" O.C. WITH 24" BACKSPAN (2) I0d NAILS ROOF PREMANUF. ROOF TRUSSES PER PLAN 4 SCALE: 3/4" • 1'-0" GRIDS ALIGN WITH OUTSIDE FACE OF GABLE END TRUSS, TYP. P.T. 8x8 COLUMN, TYP. (4) PLACES I'-6"4'x4'-0" DEEP FOOTING, TYP. (4) PLACES I� OUTL INE OF ROOF ABOVE �G 441 2 CARPORT ROOF FRAMING PLAN firo SCALE: 1/4" • 1 0" ROOF SHEATHING PER STRUCTURAL NOTES, SHOWN EDGE OF EXIST. CONC. SLAB NOTES: • CONTRACTOR TO VERIFY EXIST. UNDERGROUND UTILITIES PRIOR TO INASTALLING NEW FOOTINGS • CONTRACTOR TO MATCH OVERALL DIMENSIONS WITH EXIST. CARPORTS APR 252019 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA REVIEWED FOR \-- CODE COMPLIANCE APPROVED APR.19 2019 PERMIT CENTER ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. ® COPYRIGHT 2019 ce 3 1 X' c 0 co C 2 4/17/2019 19074.wd.1.0.dwg Job- No. 1901400 •