The URL can be used to link to this page

Home My WebLink AboutPermit D14-0362 - LE RESIDENCE - DECKLE RESIDENCE 4725 S 107 ST EXPIRED 05/22/16 D14-0362 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 5476800100 4725 S 107TH ST LE RESIDENCE DEVELOPMENT PERMIT Permit Number: D14-0362 Issue Date: 11/24/2015 Permit Expires On: 5/22/2016 Owner: Name: Address: Contact Person: Name: Address: LES CAPITAL LLC 8823 RENTON AVE S #2 , SEATTLE, WA, 98118 LUU LE 4725 S 107 ST, TUKWILA, WA, 98178 Phone: (206) 276-4559 Contractor: Name: OWNER AFFIDAVIT ON FILE Phone: Address: I/I License No: Expiration Date: Lender: Name: Address: III DESCRIPTION OF WORK: INSTALL BEAM, FINISH DECK, AND OTHER TOUCH UP WORK Project Valuation: $20,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Fees Collected: $824.42 Occupancy per IBC: R-3 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: NONE 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: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: l//d-y!/S I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: -Gt u Date: 11— 24- 1 5— This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: 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: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: All wood to remain in placed concrete shall be treated wood. 7: 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. 8: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: Preparation before concrete placement: Water shall be removed from place of deposit before concrete 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 to be occupied by concrete. 12: VALIDITY OF PERMIT: 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 of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 13: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0201 FOOTING 0409 FRAMING 0606 GLAZING 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 4046 SI-EPDXY/EXP CONC 0602 SLAB/FLOOR INSUL 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OFTUI..,ILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: For o f ace use onl 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 King Co Assessor's Tax No.: 647680 — Of 00 Site Address: 4-7Z s, J6 sr. 1 L � W I �-` 98/7CdSuite Number: Floor: 3 Tenant Name: New Tenant: ❑ Yes J. No PROPERTY OWNER Name: LU U LE Address: 4.7tt2.. 5 S . lo7 '.s 7 City: i u bo hL�/ State: Lurk Zip: (vim CONTACT PERSON — person receiving all project communication Name: 1.44 a Address: ie 7� s S ' fo7 t it ;T City: Tic J KrLA- State: uu A Zip:gg j 7 Phone: 266 Z76lts_s_#ax: Email: pL 4 z?,,InJJ2-, . co -en GENERAL CONTRACTOR INFORMATION Company Name: W/A" Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: Li //fr, Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Tamti LL6 . L. Engineer Name: ,Kcs, A_ti_ei 14 i sn 4 Address: 6s3 0 N c �o�-N t L... ‘.4.�iA 0. G City: KEN M v RE State: V4 - Zip:60 c 2g O Phone: 266 5 5 7.. 9'7e : Email: td 1 561 • C..nwi Cl P/1vin LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: t•I /4SX-- Address: City: State: Zip: H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-I2.docx Revised: February 2012 bh Page 1 of 4 BUILDING PERMIT INFORMA7 1— 206-431-3670 Valuation of Project (contractor's bid price): $ Describe the scope of work (please provide detailed information): eN -' Iv tit w h ors Existing Building Valuation: $ ri�+mil A, -rah Will there be new rack storage? ❑ ....Yes ❑ ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC tat Floor $� /J 2nd Floor gigo T 3rd Floor Floors thru Basement Accessory Structure* Attached Garage (�/ Detached Garage Attached Carport Detached Carport 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): 2 91 2.404 Floor area of principal dwelling: I co Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one o the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 3 Compact: (Aga. Handicap: W c_ Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers 0 Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Sa ety ata Sheets. SEPTIC SYSTEM O On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. 14:\Applications'Forms-Applications On Line\2012 Applications\permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT IN tMATION — 206-433-0179 Scope of Work (please provide detailed information): N �k Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District .. Tukwila ❑ ...Water District # 125 .. Water Availability Provided Sewer District )Fg.. Tukwila 0 .. Sewer Use Certificate ❑... Highline ❑...Valley View ❑...Renton ❑ ...Sewer Availability Provided 0... Renton ❑... Seattle Septic System: ❑ 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): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond ❑... Insurance ❑... Easement(s) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way 0 ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Permanent Water Meter Size (1) El .. Temporary Water Meter Size (1) ❑ .. Water Only Meter Size ❑.. ❑.. ❑.. ❑.. 14 ❑... Geotechnical Report ❑ ... Maintenance Agreement(s) `v�❑ ... Right-of-way Use - Profit for less than 72 hours 0...Right-of-way Use — Potential Disturbance El...Work in Flood Zone El... Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line ❑ .. Sewer Main Extension Public ❑ .. Water Main Extension Public 15 51 ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) ❑ ... Grease Interceptor ❑... Channelization 0... Trench Excavation ❑ ... Utility Undergrounding WO # (2) " WO # (3) " WO # WO # (2) " WO # (3) " 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) ❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: tE Mailing Address: 4-72 J_ I 67 TO- Sr Water Meter Refund/Billing: Name: Mailing Address: Tff- Day Telephone: Tt tJ-K` LA- iU - I/ 7 City State Zip Day Telephone: f City H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docz Revised: February 2012 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). I 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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT•`.' Signature: Print Name: Mailing Address: I-u u t Date: rl Day Telephone: 2C 2 76 4 vl.. City State Zip H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February2012 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY PermitTRAK PAID $824.42 D14-0362 Address: 4725 S 107TH ST Apn: 5476800100 $824.42 DEVELOPMENT $800.30 PERMIT FEE R000.322.100.00.00 0.00 $482.30 PLAN CHECK FEE R000.345.830.00.00 0.00 $313.50 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $24.12 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R6732 R000.322.900.04.00 0.00 $24.12 $824.42 Date Paid: Tuesday, November 24, 2015 Paid By: LUU LE Pay Method: CASH Printed: Tuesday, November 24, 2015 1:49 PM 1 of 1 SYSTEMS tecinstruct LLC 6830 NE Bothell Way Suite C, PMB 181 Kenmore, WA 98028 Phone (206) 553 9076 rheimisch(yahoo.com www.tecinstruci.com Engineering Client: Project: Description: Building Codes: Structural Design/ STRUCTURAL DESIGN Luu Le 4725 S 107th Street Tukwila, WA Remodel IBC/IRC 2012 ASCE 7-10 Roland Heimisch, P. E. EOR: Lic # 42479 Date 10/02/2013 RECEIVED CITY OF TUKWILA NOV 2 6 2014 PERMIT CENTER Engineering 1. LATERAL DESIGN tecinstruct LLC 1 6830 NE Bothell Way Suite C, PMB 181 Kenmore, WA 98028 Phone (206) 553 9076 rheirnisch@yahoo.com Project: Luu Le, Remodel, 4725 107th Street, Tukwila, WA 2 1.1 Seismic Design Criteria Basic Seismic -Force -Resisting System Diaphragms / Shear Walls Medium Building Height H = 30 ft Seimic Use Group I Importance Factor le = 1.0 Site Class D Seismic Design Category D Response Factor R = 6.5 (light frame wood building) Mapped Acceleration SS = 1.392 Si = 0.505 < 0.6 Site Coefficient Fa = 1.000 F, = 1.535 Design Acceleration SDs = 0.928 SD, = 0.505 I = 1.0 Ct = 0.02 K = 0.75 Fundamental Period Ta = Ct X (ha)K = 0.02 X (30)0.75 = 0.256 sec Seismic Response Coefficient CS = SDs / (R/I) = 0.928 / (6.5/1.0) = 0.143 max CS = SD, / (T x R/I) = 0.505/ (0.256x6.5/1) = 0.303 minC, = = 0.01 CS = 0.143 Building Weight (addition only) The weight of the walls is applied by adding 5 psf to the roof/floor dead loads Deck W = (10 + 5) psf x 210 sqft = 3,150 Ibs Floor W = (12 + 5) psf x 210 sqft = 3,570 Ibs Base Shear VBase = Cs x W = 0.143 x 6,720 = 960 Ibs Design Shear: To convert from strength level to ASD, Base Shear is multiplied by 0.7 Voesign = 0.7 x 960 = 670 Ibs As wind laods govern in both directions, no further seismic evaluation is performed rri tecinstruct LLC, Kenmore, WA 98028 Project: Luu Le, Remodel, 4725 107th Street, Tukwila, WA 3 1.2 Wind Design All Heights Method per ASCE 7-10 Design Criteria: Ultimate Design Wind Speed 110 MpH ASD Wind Speed 85 MpH Exposure g Importance Factor IW 1.0 Adjustment Factor A 1.0 Wind Speed up factor KZ, 1.0 Roof Slope 30 degrees KZ per table 37.3-1 ASCE 7-10 for medium height 30 ft 0.70 For simplicity and conservatively Kh = KZ For positive internal pressure Ono For negative internal pressure Cnet Wind pressure = 0.43 — (-0.51) = 0.73 — (-0.21) = 0.94 0.94 p = 0.00256 x V2 x KZ x Cne, x KZ, = 12 psf (governs) Compare to minimum wind load 16 psf x 0.7 (to convert to ASD) = 11.2 psf Tributary wind area on addition A = 6 x 4 + 15 x 8 = 144 sqft Total wind shear = 144 sqft x 12 psf = 1,728 Ibs »> wind governs Uniform wind loads Deck diaphragm w/ trib h 4 ft w= Floor diaphragm w/ trib h 8 ft w = 4 x 12 = 48 plf, say 50 8 x 12 = 96 plf, say 100 (ecinstruct LLC, Kenmore, WA 98028 Project: Luu Le Residence Shear Wall Types SW OSB Nails Nail Nails Nails Boundary Seismic Wind Anchor Clips Clip type embmt edge field Member list x .94 x 1.4 Bolt 5/8" type Spacing @ @ (to adjust @ @ (in o.c.) (in o.c.) for HF) plf (in o.c.) (in o.c.) P1-6 7/16" 8d 1-3/8" 6" 12" 2x 226 316 48 A 35 24" Straps Holdowns Callout Strap All Wood Nails/ T Member Bolts (lbs) (in) A MST 37 2710 (2) 2x 20-16d Callout HD All Wood Bolt Bolt T Member dia embmt. (ibs) 1 LTT19 1125 2x 5/8" 7" � f1 1-tecinstruct LLC, Kenmore, WA 98028 Shear Plane 1 Project: Luu Le Residence Shear design Overturning Level Shear Shear Length Shear SW Panel L h Aspect M of Wall R/FI M rest M tot M tot Uplift HW story acc total uniform Type Ratio trib.H trib.L Restr. acc T V (Ibs) V (lbs) L (ft) v (plf) (ft) (ft) h/L (lb-ft) (ft) (ft) (lb-ft) (lb-ft) (lb-ft) (Ibs) 2 150 150 5.0 30 P1-6 1-1 2.5 8 3.20 600 8 3 206 394 394 158 MST37 1-2 2.5 8 3.20 600 8 3 206 394 394 158 MST37 1 750 900 6.0 150 P1-6 1-1 2.0 3 1.50 900 16 8 288 612 1006 503 1-1 2.0 3 1.50 900 16 8 288 612 612 306 1-1 2.0 3 1.50 900 16 8 288 612 1006 503 Full height P.T. studs bolted to concrete pillar w/ (2) wedge anchors 3/8", stainless steel stud tension capacity = 1.5 x 5.0 x 525 = 3,937 lbs > 503 wedge anchor capacity 2 x 1,215 = 2,430 lbs at corners: LTT19 w/ capacity 1,125 lbs frr tecinstruct LLC, Kenmore, WA 98028 Engineering 2. GRAVITY DESIGN tecinstruct LLC 6 6830 NE Bothell Way Suite C, PMB 181 Kenmore, WA 98028 Phone (206) 553 9076 rheimisch@vahoo.com Project: Luu Le, Remodel, 4725 I07`h Street, Tukwila, WA 7 2.1 Design Criteria Dead Loads Roof Coating/Waterproofing 2.0 Sheathing OSB/Plywood 15/32" 2.0 Trusses / Framing 3.0 Insulation R-38 1.2 Gypsum Board 5/8" 2.8 Miscellaneous (Sprinkler, HVAC etc) 1.5 Total 12.5, say 15 psf Floors Living Finished Floor (carpet) 1.0 Sheathing OSB/Plywood 3/4" 2.5 Floor Joists / TJIs 2.5 Insulation R-11 1.0 Gypsum Board 5/8" 2.8 Miscellaneous (Sprinkler, HVAC etc) 1.5 Total 11.3, say 12 psf Decks/Balconies Decking 3.0 Floor Joists / TJIs 2.5 Miscellaneous (Railing/Waterproofing) 1.5 Total 7.0 say 8 psf Ext. Walls Siding 3.0 Sheathing 15/32" OSB/Plywood 2.0 2x6" Studs @ 16" o.c. 1.5 Insulation R-21 0.6 Gypsum Board 5/8" 2.8 Total 9.9, say 10 psf Int. Walls 2x4" Studs @ 16" o.c. 1.5 Gypsum Board (2 sides) 5/8" 5.6 Total 7.1, say 8 psf Live Loads Roof 20 psf Living areas/Decks/Balconies 40 psf Snow Load Snow Ground Load 25 psf Snow Roof Load (no reduction applied) 25 psf Snow Exposure Factor Ce = 1.0 Snow Load Importance Factor Is = 1.0 Thermal Factor C, = 1.0 11 Ii tecinstruct LLC, Kenmore. WA 98028 Project: Luu Le, Remodel, 4725 1071' Street, Tukwila, WA 8 2.2 Covered Deck List of designed members Key No. 1.1 Rafters, HF No. 2, 2x8", @ 24" o.c. Key No. 1.2 Header, DF No. 2, 4x6" Key No. 1.3 Floor Joist, HF No. 2, 2x10", @ 16" o.c. Key No. 1.4 Garage Header, DF No. 2, 6x10" Key No. 1.5 Garage Header, Glulam WS. 24F-1.8E, 5-1/8x10-1/2" Key No. 1.6 (E) Beam, verify min Glulam WS, 5-1/8x10-1/2" Key No. 1.7 (E) Beam, verify min Glulam WS, 5-1/8x18" tecinstruct LLC, Kenmore. WA 98028 Project: Luu Le, Remodel, 4725 1071' Street, Tukwila, WA 9 Key No. 1.1 Rafters, HF No. 2, 2x8", @ 24" o.c. Span: = 6 ft Load: DL = 12 psf LL = 40 psf SL = 25 psf Per span tables, no numeric calculation Connection to ledger: Simpson LU28 Key No. 1.2 Header, DF No. 2, 4x6" Span: L = 3.5 ft Load: deck w/ trib 3 ft DL = 3 x 15 = 45 plf LL = 3 x 40 = 120 plf SL = 3x25 = 75p1f For calculation see attached design sheets Key No. 1.3 Floor Joist, HF No. 2, 2x10", @ 16" o.c. Span: = 6 ft Load: DL = 12 psf LL = 40 psf Per span tables, no numeric calculation Connection to ledger: Simpson LU210 Key No. 1.4 Garage Header, DF No. 2, 6x10" Span: = 9 ft Load: deck w/ trib 3 ft, floor w/ trib 3 ft, wall w/ h = 8 ft DL = 2x3x12+8x10 = 152p1f LL = 2 x 3 x 40 = 240 plf For calculation see attached design sheets Key No. 1.5 Garage Header, Glulam WS. 24F-1.8E, 5-1/8x10-1/2" Span: = 16 ft Load: deck w/ trib 3 ft, floor w/ trib 3 ft, wall w/ h = 8 ft DL = 2x3x12+8x10 = 152p1f LL = 2 x 3 x 40 = 240 plf For calculation see attached design sheets �� 11 tecinstruct LLC, Kenmore, WA 98028 Project: Luu Le, Remodel, 4725 I07`h Street, Tukwila, WA Key No. 1.6 (E) Beam, verify min Glulam WS, 5-1/8x10-1/2" Span: = 11 ft Load: upper floor/deck w/ trib 10 ft, lower/deck w/ trib 8 ft, wall w/ h = 18 ft DL = 18x12+18x10 = 396p1f LL = 18 x 40 = 720 plf For calculation see attached design sheets Key No. 1.7 (E) Beam, verify min Glulam WS, 5-1/8x18" Span: = 19 ft Load: upper floor/deck w/ trib 10 ft, lower/deck w/ trib 8 ft, wall w/ h = 18 ft DL = 18x12+18x10 = 396p1f LL = 18 x 40 =. 720 plf For calculation see attached design sheets tecinstruct LLC, Kenmore, WA 98028 10 / ` i 11 Wood\iVorks® sof,,,,,e, rokewoor.)nesIc.o• COMPANY July 30, 2013 22:44 PROJECT 11 Huseby Residence Redondo WA 98198 1_2 Ridge Beam Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Pat- tern Location [ftl Start End Magnitude Start End Unit DL SL Dead Snow Full UDL Full UDL No Yes 225.0 375.0 plf plf MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' 2' 33f Unfactored: Dead Other Factored: 4865 6587 4275 5800 Total Bearing: 11452 10076 Load Comb Length Cb #0 0.00 0.00 #2 1.26 1.30 #4 1.94 1.00 Glulam-Unbal., West Species, 24F-1.8E WS, 10-3/4x21" Self -weight of 51.97 plf included in loads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection ( n) using NOS 2005 : Criterion Analysis Value Design Value Analysis/Design Shear Bend-ng(+) Bending(-) Deflection: fv = 60 fb = 1182 fb = 18 Fv' = 305 Fb' = 2332 Fb' = 1666 fv/Fv' = 0.20 fb/Fb' = 0.51 fb/Fb' = 0.01 Interior Live Total Cantil. Live Total 0.52 = L/716 1.09 = L/340 --0.11 = L/224 -0.22 = L/107 0.77 = L/480 1.55 = L/290 0.10 = L/290 0.20 = L/120 0.67 0.70 1.07 1.12 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CV Cfu Cr Cfrt Notes Cn LC# Fv' 265 1.15 1.00 1.00 - - - 1.00 1.00 1.00 2 Fb'+ 2900 1.15 1.00 1.00 1.000 0.845 1.00 1.00 1.00 1.00 4 Fb'- 1450 1.15 1.00 1.00 0.999 1.000 1.00 1.00 1.00 1.00 - 2 Fcp' 650 1.00 1.00 - - - 1.00 - - E' 1.8 million 1.00 1.00 - - - 1.00 - - 9 Emin' 0.85 million 1.00 1.00 -- - - - 1.00 - - 4 Shear : LC #2 = D+S, V = 10148, V design = 9007 'bs Bending(+): LC 44 = D+S (pattern: sS), M = 77855 lbs-ft Bending(-): LC #2 = D+S, M = 1200 lbs-ft Deflection: LC #4 = D+S (pattern: sS) (live) LC #4 = D+S (pattern: sS) (total) EI = 14933e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated All LC's are listed in the Analysis output Load Pattern: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-05 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Glulam design values are for materials conforming to AITC 117-2001 and manufactured in accordance with ANSI/AITC A190.1-1992 3. Grades with equal bending capacity in the top and bottom edges of the beam cross-section are recommended for continuous beams. 4. GLULAM: bxd = actual breadth x actual depth. 5. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 6. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). 7. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. 1111 I %VoodV\/orks SOFIN.,I.t-OwW'OUD,:7F31L;^" COMPANY July 30, 2013 22:46 PROJECT 12 Huseby Residence Redondo WA 98198 1_3 Ridge Beam Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit DL SL Dead Snow Full UDL Full UDL No Yes 225.0 375.0 plf pif MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' 11' 13' Unfactored: Dead Other Factored: 1473 2028 2128 2881 Total Bearing: 3501 5008 Load Comb Length Cb #3 0.50 1.00 #2 0.50* 1.75 #0 0.00 U.00 *Min. bearing length for beams is 1/2" for intermediate supports Glulam-Unbal., West Species, 24F-1.8E WS, 10-3/4x21" Self -weight of 51.97 plf included in loads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005 : Criterion Analysis Value Design Value Analysis/Design Shear Bending(+) Bending(-) Deflection: fv = 17 fb = 143 fb = 20 Fv' = 305 Fb' = 2592 Fb' = 1667 fv/Fv' = 0.06 fb/Fb' = 0.06 fb/Fb' = 0.01 Interior Live Total Cantil. Live Total 0.01 = <L/999 0.02 = <L/999 -0.00 = <L/999 -0.01 = <L/999 0.28 = L/480 0.55 = L/240 0.10 = L/240 0.20 = L/120 0.03 0.03 0.04 0.04 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CV Cfu Cr Cfrt Notes Cn LC# Fv' 265 1.15 1.00 1.00 - 1.00 1.0C 1.00 2 Fb'+ 2400 1.15 1.00 1.00 1.000 0.939 1.00 1.00 1.00 1.00 - 3 Fb'- 1450 1.15 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 2 Fcp' 650 - 1.00 1.00 - - - - 1.00 - - - E' 1.8 million 1.00 1.00 - - - 1.00 - - 2 Emin' 0.85 million 1.00 1.00 - -- 1.00 - 2 Shear : LC #2 = D+S, V = 3704, V design = 2563 lbs Bending(+): LC #3 = D+S (pattern: Ss), M = 9402 lbs ft Bending(-): LC #2 = D+S, M = 1304 lbs-ft Deflection: LC #3 = D+S (pattern: Ss) (live) LC #2 = D+S (total) EI = 14933e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. D=dead L=live S=snow W=wind I=impact Lr=roof live Le=concentrated All LC's are .listed in the Analysis output Load Pattern: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-05 ell:Huseby Wood\iVorks® soft ,nRF Fok WOOL) >,EikeN COMPANY July 30, 2013 22:59 PROJECT 13 Residence WA98198 1_4 Beam Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit DL SL Dead Snow Point Point 3.00 3.00 4900 6600 lbs lbs MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 1 0' Unfactored: Dead Other Factored: 2492 3300 2492 3300 Total Bearing: :792 5792 Load Comb Length Cb 42 1.74 1.00 #2 1.74 1.00 Glulam-Unbal., West Species, 24F-1.8E WS, 5-1/8x12" Self -weight of 14.16 plf included in loads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005 : Criterion Analysis Value Design Value Analysis/Design Shear Bending(+) Live Defi'n Total Defl'n fv = 141 fb = 1689 0.04 = <L/999 0.08 = L/876 Fv' = 305 Fb' = 2760 0.15 = L/480 0.30 = L/240 fv/Fv' = 0.46 fb/Fb' = 0.61 0.26 0.27 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CV Cfu Cr Cfrt Notes Cn LC# Fv' 265 1.15 1.00 1.00 - - - 1.00 1.00 1.00 2 Fb'+ 2400 1.15 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.0C 2 Fcp' 650 - 1.00 1.00 - 1_00 E' 1.8 million 1.00 1.00 - 1.00 - •- 2 Emin' 0.85 million 1.00 1.00 -- - - 1.00 - - 2 Shear : LC #2 = D+S, V = 5792, V design = 5778 lbs Bending(+): LC #2 = D+S, M = 17314 lbs-ft Deflection: LC #2 = D+S (live) LC #2 = D+S (total) EI = 1328e06 ib-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated All LC's are listed in the Analysis output Load combinations: ASCE 7-05 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Glulam design values are for materials conforming to AITC 117-2001 and manufactured in accordance with ANSI/AITC A190.1 1992 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). WoodVVorks SOrr .kktOeWOrxJOEsrcN COMPANY July 30, 2013 23:04 PROJECT 14 Huseby Residence Redondo WA 98198 1_5 Beam Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit DL SL Dead Snow Point Point 3.50 3.50 6345 8620 lbs lbs MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : Xi X. 0 10' 71 Unfactored: Dead Other Factored: 3222 4310 3222 4310 Total Bearing: 7532 7532 Load Comb Length Cb #2 2.26 1.00 #2 2.26 1.00 Glulam-Unbal., West Species, 24F-1.8E WS, 5-1/8x12" Self -weight of 14.16 plf included in loads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005 : Criterion Analysis Value Design Value Analysis/Design Shear Bending(+) Live Defl'n Total Defl'n fv = 183 fb = 2563 0.08 = <L/999 0.17 = L/495 Fv' = 305 Fb' = 2760 0.18 = L/480 0.35 = L/240 fv/Fv' = 0.60 fb/Fb' = 0.93 0.46 0.48 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CV Cfu Cr Cfrt Notes Cn LC# Fv' 265 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 2400 1.15 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 2 Fcp' 650 - 1.00 1.00 - - - - 1.00 - - - E' 1.8 million 1.00 1.00 - - - - 1.00 - - 2 Emin' 0.85 mi...iion 1.00 1.00 - - - - 1.00 - - 2 Shear : LC #2 = D+S, V = 7532, V design = 7518 lbs Bending(+): LC #2 = D-S, M = 26275 lbsEt Deflection: LC #2 = D'S (live) LC #2 = D+S (total) E1 = 1328e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated All LC's are listed in the Analysis output Load combinations: ASCE 7-05 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Glulam design values are for materials conforming to AITC 117-2001 and manufactured in accordance with ANSI/AITC A190.1 1992 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). 1111%° ill %VoodVVorks®WA98198 s i* IW,Rt FOR woo();,r, ® 'C COMPANY July 30, 2013 23:24 PROJECT 15 Huseby Residence Redondo 1 6 Header Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit DL SL Dead Snow Full UDL Full UDL 150.0 250.0 plf plf MAXIMUM RE rTIfNS (Ihcl and REARING I ENGTHS (inl • 10, K 4( Unfactored: Dead Other Factored: 309 500 309 500 Total Bearing: 809 809 Load Comb Length Cb *Min. #2 0.50* 1.00 #2 0.50* 1.00 bearing length for beams is 1/2" for exterior supports Lumber -soft, D.Fir-L (N), No.1/No.2, 4x6" Self -weight of 4.49 plf included in loads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005 : Criterion Analysis Value Design Value Analysis/Design Shear Bending(+) Live Defl'n Total Defi'n fv = 49 fb = 550 0.02 = <L/999 0.02 = <L/999 Fv' = 207 Fb' = 1271 0.13 = L/360 0.20 = L/240 fv/Fv' = 0.23 fb/Fb' = 0.43 0.14 0.12 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.15 1.00 1.00 - - 1.00 1.00 1.00 2 Fb'+ 850 1.15 1.00 1.00 1.000 1.300 1.00 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - 1.00 1.00 E' 1.6 million 1.00 1.00 1.00 1.00 - 2 Ervin' C.00 million 1.00 1.00 - 1.00 1.00 - 2 Shear : LC #2 = D+S, V = 809, V design = 624 lbs Bending(+): LC #2 = D+S, M = 809 lbs-ft Deflection: LC #2 = D+S (live) LC #2 = D+S (total) EI = 78e06 .lb-in2 Total Deflection = 0.50(Dead Load Deflection) + Live Load Deflection. D=dead L=iive S=snow W=wind i=impact Lr=roof live Lc=concentrated All LC's are listed in the Analysis output Load combinations: ASCE 7-05 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4,4.1. Woodworks" SOFTWARF FOR %WOor DESIGN COMPANY Aug. 11, 2013 18:12 PROJECT Huseby Residence Redondo WA 98198 1_7 Header 16 Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit DL SL Dead Snow Full UDL Full UDL 150.0 250.0 plf plf MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : A 10. 81 Unfactored: Dead Other Factored: 635 1000 635 1000 1635 1635 Total Bearing: Load Comb #2 1(2 Length 0.50* 0.50* Cb 1.00 1.00 in. eeanng iengtn Tor beams is or exterior supports LSL, 1.3E, 1700Fb, 3-1/2x7-1/4" Self -weight of 8.81 plf included in loads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 82 Fv' = 460 fv/Fv' = 0.18 Bending(+) fb = 1280 Fb' = 1955 fb/Fb' = 0.65 Live Def1'n 0.16 = L/602 0.27 = L/360 0.60 Total Def1'n 0.21 = L/456 0.40 = L/240 0.53 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CV Cfu Cr Cfrt C'_ Cn LC# Fv' 400 1.15 - 1.00 - - 1.00 - 1.00 2 Fb'+ 1700 1.15 - 1.00 1.000 1.00 - 1.00 1.00 - 2 Fcp' 1400 - - 1.00 - - - - 1.00 - E' 1.3 million - 1.00 - - - 1.00 - 2 Emin' 0.67 million - 1.00 - - - 1.00 - 2 Shear : LC #2 = D+S, V = 1635, V design = 1388 lbs Bending(+): LC #2 = D+S, M = 3270 lbs-ft Deflection: LC #2 = D+S (live) LC #2 = D+S (total) EI = 144e06 lb-in2 Total Deflection = 0.50(Dead Load Deflection) + Live Load Deflection. D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated All LC's are listed in the Analysis output Load combinations: ASCE 7-05 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. Size factors vary from one manufacturer to another for SCL materials. They can be changed in the database editor. Project: Luu Le, Remodel, 4725 107`h Street, Tukwila, WA 2.3 Uncovered Deck List of designed members Key No. 2.1 Deck Joist, HF No. 2, 2x8", @ 24" o.c., P.T. Key No. 2.2 Beam at Deck, HF No. 2, 6x10", P.T. Key No. 2.3 Deck Post, HF No. 2, 6x6", P.T. Key No. 2.4 Spread Footing, fc = 2,500 psi, 18x18x10" tecinstruct LLC, Kenmore, WA 98028 17 Project: Luu Le, Remodel, 4725 I07'h Street, Tukwila, WA Key No. 2.1 Deck Joist, HF No. 2, 2x8", @ 24" o.c., P.T. Span: = 6 ft Load: DL = 12 psf LL = 40 psf SL = 25 psf Per span tables, no numeric calculation Connection to ledger: Simpson LU28 Key No. 2.2 Beam at Deck, HF No. 2, 6x10", P.T. Span: max L = 8 ft Load: deck w/ trib 3 ft DL = 3 x 10 = 30 plf LL = 3 x 40 = 120 plf SL = 3 x 25 = 75 plf For calculation see attached design sheets Key No. 2.3 Deck Post, HF No. 2, 6x6", P.T. Height: max H = 8 ft Load: from (2x) beam 2.2 = 2 x 705 = 1,410 Ibs Per inspection, no numeric calculation Key No. 2.4 Spread Footing, fc = 2,500 psi, 18x18x10" Load from column 2.3 = 1,410 Ibs Soil pressure = 1,410 / 2.25 = 627 psf < 2,000 Reinforcement: (2) rebars # 4 each direction 18 Key No. 2.5 Bracing at Beam/Post Connection The deck along the south side is braced with steel plates bolted to the beams and posts (see drawings) With C = 0.143 (from seismic design), weigth 10 psf, and tributary area to front shear plane (rear plane = existing building) 0.5 x 5 x 42 = 1,050 sqft, and factor 0.7 to convert to ASD forces, Total horizontal force V = 0.143 x 0.7 x 1,050 = 315 Ibs w/ (5) posts, H = 0.2 x 315 = 63 Ibs per connection w/ post height 8 ft M = 63 x 8 x 12 = 6,048 lb -in req S = 6,048 / 21,600 = 0.208 in3 w/ plate 4x1/4", and net section 3.375 (reduction for bolt dia.) S = 1/6 x 0.25 x 3.3752 = 0.47 in3 > 0.208 (ri 11� tccinstruct LLC. Kenmore, WA 98028 ` diWoodWorks® $OOft4m ro5WOOD .,rsrcn• COMPANY Sep. 8, 2013 19:00 PROJECT 19 Huseby Residence Redondo WA 98198 2_4 Header Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit DL LL PDL PSL Dead Live Dead Snow Full UDL Full UDL Point Point 3.00 3.00 200.0 400.0 2500 3300 p1f pif lbs lbs MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : ' 0 121 Unfactored: Dead Other Factored: 3133 4875 1883 3225 Total Bearing: 6789 4302 Load Comb Length Cb #3 2.98 1.00 #3 1.89 1.00 Glulam-Unbal., West Species, 24F-1.8E WS, 3-1/2x12" Self -weight of 9.67 plf included in loads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005 : Criterion Analysis Value Design Value Analysis/Design Shear Bending(+) Live Defl'n Total Defl'n fv = 224 fb = 2593 0.27 = L/531 0.38 = L/375 Fv' = 305 Fb' = 2760 0.30 = L/480 0.60 = L/240 fv/Fv' = 0.74 fb/Fb' = 0.94 0.90 0.64 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CV Cfu Cr Cfrt Notes Cn LC# Fv' 265 1.15 1.00 1.00 - - - 1.00 1.00 1.00 3 Fb'+ 2400 1.15 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 3 Fcp' 650 - 1.00 1.00 - - - - 1.00 - - E' 1.8 million 1.00 1.00 - - - 1.00 - - 3 Emin' 0.85 million 1.00 1.00 -- - - - 1.00 - 3 Shear : LC #3 = D+.75(L+S), V = 6789, V design = 6280 lbs Bending(+): LC #3 = D+.75(L+S), M = 18152 lbs-ft Deflection: LC #3 = D+.75(L+S) (live) LC #3 = D+.75(L+S) (total) EI = 907e06 lb-in2 Total Deflection = 0.50(Dead Load Deflection) + Live Load Deflection. D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated Ali LC's are listed in the Analysis output Load combinations: ASCE 7-05 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Glulam design values are for materials conforming to AITC 117-2001 and manufactured in accordance with ANSI/AITC A190.1-1992 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). .11" 4, %Vood\A/orks® sc,r,i,•.,Kr Noe WOOL, DI uGn' COMPANY Aug. 19, 2013 16:18 PROJECT 20 Huseby Residence Redondo WA98198 2_5 Header Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit DL LL SL Dead Live Snow Full UDL Full UDL Full UDL 400.0 320.0 200.0 plf plf plf MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : Unfactored: Dead Other Factored: 1226 1560 1226 1560 Total Bearing: 2396 2396 Load Comb Length Cb #3 0.50* 1.00 43 0.50* 1.00 *Min. bearing length for beams is 1/2" for exterior supports LSL, 1.3E, 1700Fb, 3-1/2x7-1/4" Self -weight of 8.81 plf included in loads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005 : Criterion Analysis Value Design Value Analysis/Design Shear Bending(+) Live Defl'n Total Defl'n fv = 103 fb = 1284 0.08 = L/914 0.20 = L/355 Fv' = 400 Fb' = 1700 0.15 = L/480 0.30 = L/240 fv/Fv' = 0.26 fb/Fb' = 0.76 0.52 0.67 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Fv' 400 1.00 - 1.00 - - - 1.00 - 1.00 2 Fb'+ 1700 1.00 - 1.00 1.000 1.00 - 1.00 1.00 - -- 2 Fcp' 1400 - - 1.00 - -- - 1.00 E' 1.3 million - 1.00 1.00 3 Emin' 0.67 million - 1.00 - - - - 1.00 - 3 Shear . LC #2 = D+L, V = 2186, V design = 1746 lbs Bending(+): LC #2 = D*L, M = 3280 lbs-ft Deflection: LC 43 = D+.75(L+S) (live) LC #3 = D+.75(L+S) (total) El- = 144e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated All LC's are listed in the Analysis output Load combinations: ASCE 7-05 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. Size factors vary from one manufacturer to another for SCL materials. They can be changed in the database editor. ?` 11 %VoodV\Iorks� SOfTWd&P FOR' L4'000 1/E5A1,7v COMPANY Sep. 8, 2013 18:43 PROJECT 21 Huseby Residence Redondo WA 98198 2__1 0 Beam Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit DL LL Dead Live Full UDL Full UDL 20.0 80.0 plf plf MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : '0' 13 Unfactored: Dead Other Factored: 164 520 164 520 Total Bearing: 684 684 Load Comb Length Cb #2 0.50* 1.00 #2 0.50* 1.00 *Min. bearing length for beams is 1/2" for exterior supports Lumber -soft, Hem -Fir, No.2, 4x8" Self -weight of 5.24 plf included in loads; Lateral support: top= hill, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005 : Criterion Analysis Value Design Value Analysis/Design Shear Bending(+) Live Defl'n Total Def1'n fv = 37 fb = 870 0.36 = L/438 0.52 = L/297 Fv' = 150 Fb' = 1105 0.43 = L/360 0.65 = L/240 fv/Fv' = 0.24 fb/Fb' = 0.79 0.82 0.81 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 150 1.00 1.00 1.00 - -- 1.00 1.00 1.00 2 Fb'+ 850 1.00 1.00 1.00 1.000 1.300 1.00 1.0C 1.00 1.00 - 2 Fcp' 405 1.0C 1.00 - - 1.00 1.00 E' 1.3 million 1.00 1.0C - - 1.00 1.00 2 Emin' 0.47 million 1.00 1.00 - - - - 1.00 1.00 - 2 Shear : LC #2 = D+L, V = 684, V design = 620 lbs Bending(+): LC #2 = D+L, M = 2223 lbs-ft Deflection: LC #2 = D+L (live) LC #2 = D+L (total) EI = 144e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated , All LC's are listed in the Analysis output Load combinat.ons: ASCE 7-05 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 1 %VoodV\/orks' JOF1WAl a f-Ofi WO or., DEVON COMPANY Sep. 8, 2013 18:57 PROJECT 22 Huseby Residence Redondo WA 98198 2_ 1 1 Beam Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit DL LL SL Dead Live Snow Full UDL Full UDL Full UDL 80.0 320.0 200.0 plf pif plf MAXIMUM REAnTICmS flhc\ and RFARINC 1 FNCTHS fin\ • IA 1 0' 4i Unfactored: Dead Other Factored: 168 1040 168 1040 Total Bearing: 948 948 Load Comb Length Cb #3 0.67 1.00 #3 0.67 1.00 Lumber -soft, Hem -Fir, No.2, 4x6" Self -weight of 3.98 plf included in loads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection ( n) using NDS 2005 : Criterion Analysis Value Design Value Analysis/Design Shear Bending(+) Live Defl'n Total Defl'n fv = 57 fb = 645 0.04 = <L/999 0.04 = <L/999 Fv' = 172 Fb' = 1271 0.13 = L/360 0.20 = L/240 fv/Fv' = 0.33 fb/Fb' = 0.51 0.27 0.20 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 150 1.15 1.00 1.00 - - - 1.00 1.00 1.00 3 Fb'+ 850 1.15 1.00 1.00 1.000 ].300 1.00 1..00 1.00 1.00 3 Fcp' 405 1.00 1.00 - - - 1.00 1.00 E' 1.3 million 1.00 1.00 - - 1.00 1.00 3 Emin' 0.00 million 1.00 1.00 - - 1.00 1.00 3 Shear : LC #3 = D+.75(L+S), V = 948, V design = 731 1bs Bending(+): LC #3 = D+.75(L+S), M = 948 lbs-ft Deflection: LC #3 = D+.75(L+S) (live) LC #3 = D+.75(L+S) (total) EI = 63e06 lb-in2 Total Deflection = 0.50(Dead Load Deflection) + Live Load Deflection. D=dead L=li.ve S=snow W=wind I=impact Lr=roof live Lc=concentrated All LC's are listed in the Analysis output Load combinations: ASCE 7-05 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Project: Luu Le, Remodel, 4725 107th Street, Tukwila, WA 2.3 Floor above Main List of designed members Key No. 3.1 (E) Floor Joist, HF No. 2, 2x8" + 2x6", @ 16" o.c., P.T. Key No. 3.2 (E) Header, DF No. 2, verify min 4x10" Key No. 3.3 Beam, Glulam WS, 24F-1.8E, 5-1/8x9" ==y: tecinstrucl LLC, Kenmore, WA 98028 23 Project: Luu Le, Remodel, 4725 107th Street, Tukwila, WA 24 Key No. 3.1 (E) Floor Joist, HF No. 2, 2x8" + 2x6", @ 16" o.c., P.T. The existing floor system is modified to a 2-span system by installing a perpendicular beam (key no 3.3) along the hallway Span: = 13.5 + 3.5 ft Load: DL = 1.33 x 15 = 20 plf LL = 1.33 x 40 - 52 plf I (2x6) = 1/12 x 1.5 x 5.53 = 20.8 in4 I (2x8) = 1/12 x 1.5 x 7.253 = 47.6 in4 Load on 2x6 20.8 / 68.4 = 30 % DL (2x6) = 0.3 x 20 = 7 plf LL (2x6) = 0.3 x 52 = 16 plf Load on 2x8 47.6 / 68.4 = 70 % DL (2x8) = 0.7 x 20 = 14 plf LL (2x8) = 0.7 x 52 = 36 plf For calculation see attached design sheets »> (E) Joists are adequate (w/ addtl. beam 3.3) Key No. 3.2 (E) Header, DF No. 2, verify min 4x10" Span: L = 7.5 ft Load: floor w/ trib 9 ft + wall w/ h = 10 ft DL = 9x12+10x10 = 208p1f LL = 9 x 40 = 360 plf For calculation see attached design sheets Key No. 3.3 Beam, Glulam WS, 24F-1.8E, 5-1/8x9" Span: L = 12.5 ft Load: floor w/ trib 9 ft + wall w/ h = 10 ft DL = 9x12+8x10 = 182p1f LL = 9 x 40 = 360 plf For calculation see attached design sheets 111 tecinstruct LLC, Kenmore, WA 98028 / ` 111 %Vood\i\/orks® ,onli..AnrfOR44,0ova,r,"6^' COMPANY Oct. 2, 2013 22:21 PROJECT 27 Huseby Residence Redondo WA 98198 3_3 Beam Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Pat- tern Location [ft) Start End Magnitude Start End Unit DL LL Dead Live Full UDL Full UDL 300.0 600.0 plf plf MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : Unfactored: Dead Other Factored: 1757 3300 1757 3300 Total Bearing: 5057 5057 Load Comb Length Cb #2 1.28 1.00 #2 1.28 1.00 PSL, 2.0E, 2.0E, 5-1/4x11-7/8" Self -weight of 19.48 plf included in loads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005 : Criterion Analysis Value Design Value Analysis/Design Shear Bending(+) Live Defl'n Total Defl'n fv = 100 fb = 1353 0.13 = L/978 0.17 = L/772 Fv' = 290 Fb' = 2903 0.37 = L/360 0.55 = L/240 fv/Fv' = 0.34 fb/Fb' = 0.47 0.37 0.31 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Fv' 290 1.00 - 1.00 - - - - 1.00 - 1.00 2 Flo'-) 2900 1.00 - 1.00 1.000 1.0C - 1.00 1.00 - 2 Fcp' 750 1.00 - - -- 1.00 - - - E' 2.0 million - 1.00 - - - 1.00 - - 2 Emin' 1.04 million - 1.00 - - - - 1.00 - - 2 Shear : LC #2 = D+L, V = 5057, V design = 4147 _-Ds Bending(,): LC #2 = D+L, M = 13907 lbs..ft Deflection: LC #2 = D+L (live) LC #2 = D+L (total) Ei = 1465e06 lb-in2 Total Deflection = 0.50(Dead Load Deflection) + Live Load Deflection. D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated Ail LC's are listed in the Analysis output Load combinations: ASCE 7-05 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. . 3. Size factors vary from one manufacturer to another for SCL materials. They can be changed in the database editor. City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director May 26, 2016 Luu Le 4725 S 107th ST Tukwila, WA, 98188 Re: Request to reactive expired permits D14-0362 and PG15-0137 Dear Luu Le, We are in receipt of your May 23, 2016 letter requesting reactivation of expired permits D14-0362 and PG15-0137. Regrettably, we do not have a method that allows an expired permit to be reactivated, extended, or unexpired. The Permit Center sends a courtesy letter to the contact listed on the permit application a minimum of 30 days prior to expiring a permit. Below is the history of courtesy letters sent to the contact of permits D14-0362 and PG15-0137: D14-0362 Application 4/8/2015 Application expiration letter mailed indicating expiration on May 26, 2015. 5/26/2015 Request for extension of application was approved. 10/5/2015 Application expiration letter mailed indicating expiration on November 26, 2015. Permit 11/24/15 Permit was issued. 4/1/2016 Application expiration letter mailed indicating expiration on May 22, 2016. 5/23/16 Permit closed due to expiration. PG15-0137 Permit 11/24/15 Permit was issued. 4/1/2016 Application expiration letter mailed indicating expiration on May 22, 2016. 5/23/16 Permit closed due to expiration. To obtain new permits a complete permit application, fees, plans, and other documents shall be submitted for review and approval. No exceptions. If you have any questions please contact me directly at 206-431-3675. Respectfully, G�c lyZe' Jerry E Hight Building Official Cc: File 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 RECEIVED CITY OF TUKWILA MAY 2 3 2016 PERMIT CENTER Request for Extension # Current Expiration Date: Extension Request: ❑ Approved for days Denied (provide ex -planation) £ )[/' /e' f22 //6 Signature/Initials City of Tukwila Department of Community Development 6300 Southcenter Boulevard • Suite 100 Tukwila, WA 98188-8548 SEXfl i dA.c .27 1 fi i 3 11 Luu Le 4725 S 107th St Tukwila, WA 98188 NIXIE [ 'ifi'=.i AcanT 980. S E ' 1 U.S. POSTAGE »)PITnEYBowes. e/ralliPrir.m ZIP 98188 $ 000.452 02 1Ni 0001387129MAY. 27. 2016 0006/01/15 RETURN TO SENDER VACANT UNABLE TO FORWARD BC: 98188854825 *1926-04535-27-41 li'11lljll111llllllll„llt}illllilllllllfltll1}Ilil►llli,1,i.11111 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director May 26, 2016 Luu Le 4725 S 107`h ST Tukwila, WA, 98188 Re: Request to reactive expired permits D14-0362 and PG15-0137 Dear Luu Le, We are in receipt of your May 23, 2016 letter requesting reactivation of expired permits D14-0362 and PG15-0137. Regrettably, we do not have a method that allows an expired permit to be reactivated, extended, or unexpired. The Permit Center sends a courtesy letter to the contact listed on the permit application a minimum of 30 days prior to expiring a permit. Below is the history of courtesy letters sent to the contact of permits D14-0362 and PG15-0137: D14-0362 Application 4/8/2015 Application expiration letter mailed indicating expiration on May 26, 2015. 5/26/2015 Request for extension of application was approved. 10/5/2015 Application expiration letter mailed indicating expiration on November 26, 2015. Permit 11/24/15 Permit was issued. 4/1/2016 Application expiration letter mailed indicating expiration on May 22, 2016. 5/23/16 Permit closed due to expiration. PG15-0137 Permit 11/24/15 Permit was issued. 4/1/2016 Application expiration letter mailed indicating expiration on May 22, 2016. 5/23/16 Permit closed due to expiration. To obtain new permits a complete permit application, fees, plans, and other documents shall be submitted for review and approval. No exceptions. If you have any questions please contact me directly at 206-431-3675. Respe y, Jerry E Hight Building Official Cc: File 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development 4/1/2016 LUU LE 4725 S 107 ST TUKWILA, WA 98178 RE: Permit No. D14-0362 LE RESIDENCE 4725 S 107 ST Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 5/22/2016. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 5/22/2016, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, --1),t1) Bill Rambo Permit Technician File No: DI4-0362 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development October 5, 2015 LUU LE 4725 S 107TH ST TUKWILA, WA 98178 RE: Application No. D14-0362 LE RESIDENCE 4815 S 107TH ST Dear LUU LE: Jim Haggerton, Mayor Jack Pace, Director Permit application D14-0362 for the work proposed at LE RESIDENCE (4815 S 107TH ST) has not been issued by the City of Tukwila Permit Center. Per the International Building, Residential, and Mechanical Codes as well as the Uniform Plumbing Code and/or the National Electric Code, every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire 11/26/2015. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is completed for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that your permit is not issued, we do not receive your written request for extension, or your request is denied your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, 4144t4(1/ VOIRA1 Rachelle Ripley Y Permit Technician File No: D14-0362 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director June 11, 2015 Luu Le 4725 S 107th St Tukwila, WA 98178 RE: Request for Application Extension Le Residence — 4725 S 107 St Dear Mr. Le, This letter is in response to your written request for an extension to Application Number D14-0362. The Building Official has reviewed your letter and considered your request to extend the above referenced application. It has been determined that the City of Tukwila Building Division will be extending your permit application an additional 180 days, through November 26, 2015. If you should have any questions, please contact our office at (206) 431-3670 extension 1. Sincerely, Bill Rambo Permit Technician File: Permit D14-0362 W:\Permit Center\Extension Letters\Applications\2014\D14-0362 App Extension Letter.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 RECEIVED CENTER Request for Extension #1, Current Expiration Date: lo —%,- Extension Request: Approved for 161 days ❑ Denied (provide explanation) Sinature/Initials Engineering Project Correction Note CORRECRTION LTR# RECEIVED CITY OF TUKWILA MAY 2 6 2015 PERMIT CENTER Building Codes Structural Design FOR tecinstruct LLC 6830 NE Bothell Way Suite C, PMB 181 Kenmore, WA 98028 Phone (206) 553 9076 rheimisch@ychoo_com www.tecinstruct.com D-14-0362 Corrections 4725 S 107th Street Tukwila, WA 98178 1. Key No. 2.1 modified to read 2x8 joist 2. Sloped ceiling lines adjusted 3. Windows in bedrooms, offices, and study labeled to be egress windows. 4. Smoke detectors added to floor plans 5. Flashing details and coating material added. 6. Lower deck modified per owner's request to be open. Design for key no.'s 1.8/1.9/1.10 provided. Without walls around, the slope is required. 7. With the deck now open and the front part located above the unheated garage, no material under the joists is required »> removed 8. Elevation call out on page A-4 corrected. The garage walls at the front of the building are existing (called out in plan), i.e. no new footings are necessary. The shear walls at the front are new, but resting on the existing concrete pillars. IBC/IRC 2012 ASCE 7-10 Roland Heimisch, P. E. Lic # 42479 05/22/201 b'-io 32. 'Project: L..uu Le, Remodel. 4725 107" .3areet, Tukwila. WA Key No. 1.8 Beam at Deck, HF No. 2, 6x10", P.T. Span: = 11 ft Load: deck w/ trib 3 ft DL = 3x8 = 24plf LL = 3 x 40 = 120 plf SL = 3 x 25 = 75 plf For calculation see attached design sheets Key No. 1.9 Beam at Deck, HF No. 2, 6x10", P.T. Span: = 18 ft Load: deck w/ trib 3 ft DL = 3x8 = 24p1f LL = 3 x 40 = 120 plf SL = 3 x 25 = 75 plf For calculation see attached design sheets Key No. 1.10 Deck Post, HF No. 2, 6x6", P.T. Height: max H = 8 ft Load: max P from beams 1.8 + 1.9 PDL = 270 + 165 = 435 Ibs PLL = 1,320 + 805 = 2,125 Ibs Per inspection, no numeric calculation Connection to concrete pier Simpson AB66 tecinstruct I.I.,C'. Kenmore, WA 98028 DCity of Tukwila Department of Community Development April 8, 2015 LUU LE 4725 S 107 ST TUKWILA, WA 98178 RE: Application No. D14-0362 LE RESIDENCE 4725 S 107TH ST Dear LUU LE: Jim Haggerton, Mayor Jack Pace, Director Permit application D14-0362 for the work proposed at LE RESIDENCE (4725 S 107TH ST) has not been issued by the City of Tukwila Permit Center. Per the International Building, Residential, and Mechanical Codes as well as the Uniform Plumbing Code and/or the National Electric Code, every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of COMMENTS OUT and is due to expire 05/26/2015. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is completed for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that your permit is not issued, we do not receive your written request for extension, or your request is denied your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, c Bill Rambo Permit Technician File No: D14-0362 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development December 03, 2014 LUU LE 4725 S 107 ST TUKWILA, WA 98178 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D14-0362 LE RESIDENCE - 4725 S 107 ST Dear LUU LE, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. (BUILDING REVIEW NOTES) 1. Key number 2.1 on structural table makes reference to a beam. I assume this is supposed to be 2x8 joists. Please clarify. 2. The sloped ceiling lines on the second floor appear to be inconsistent with the building foot print on the site plan including the floor plan. This is necessary to verify habitable rooms with sloped ceilings have at least 50 percent of the required floor area and the different rooms have a ceiling height of at least 7 feet and where no portion of the required floor area shall be less than 5 feet. Also bathrooms shall have a minimum ceiling height of 6 feet 8 inches at the center of the front clearance area for fixtures and such that the fixture is capable of being used for its intended purpose. Please provide the specifications and ceiling areas as indicated above. (IRC R305.1) 3. The offices and study rooms that are capable of becoming bedrooms shall have egress windows. Also show the bedroom windows as egress windows. 4. Show bedrooms and hallways next to the bedrooms provided with smoke alarms and hallways with smoke and carbon monoxide alarms. (IRC R314 & R315) 5. The decks in Covered Deck detail `B" specify plywood surface sloped. Provide specifications for type of deck coatings/sealant. Include a flashing detail where all exterior deck connections at the house exterior wall shall prevent penetration of water to the building structural framing or wall cavity. (IRC R703.8) 6. The lower covered deck shows sloping. If walled in on each side is there a potential for moisture inside and where will it drain too? Please clarify. 7. Covered Deck detail `B" shows material under the deck joist. Please specify with its purpose. Specify if the intent for the covered deck is to be a heated space with the enveloped insulated to meet all energy codes or an unheated space. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 8. Sheet A-4 shows two South Elevations, however each side is different. Please clarify. In addition clarify if the garage walls shown are existing or an extension of the garage and house. It appears this is an extension of the existing garage. Is there additional foundation walls or are they existing. Specify the front shear walls on A-3 as new or existing. For clarity, if new provide foundation details and specify how the new concrete is attached to the existing foundation. Provide details and clarification for the extended garage floor and foundation. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, 1:1J) j, Bill Rambo Permit Technician File No. D14-0362 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0362 DATE: 05/26/15 PROJECT NAME: LE RESIDENCE SITE ADDRESS: 4725 S 107 ST Original Plan Submittal _ X Response to Correction Letter # 1 _ Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: AVG 63 CiA Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 05/28/15 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 06/25/15 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED. Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0362 DATE: 11/26/2014 PROJECT NAME: LE RESIDENCE SITE ADDRESS: 4725 S 107 ST X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Co>r►' Building Division 111 w\ /0/A— Ii t Public Works 4W1 N/A— c p'- /-P Fire Prevention ® Planning Division Structural Permit Coordinator n PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 11/25/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required j (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 12/30/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only ( CORRECTION LETTER MAILED: 1��D_ ' LA Rit Departments issued corrections: BldgFire PingPW Staff Initials: P ❑❑ ❑ 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5/26 1 G Plan Check/Permit Number: D i •-0 36 2- ❑ R• esponse to Incomplete Letter # Response to Correction Letter # 1 ❑ R• evision # after Permit is Issued ❑ R• evision requested by a City Building Inspector or Plans Examiner Project Name: L Res l Project Address: 4-7 ZS S . tO7 ST .� kW 1 i -A \ 1-ds, q_5kf 7� Contact Person: cl W- L Phone Number: C 27C Summary of i" evision:)VLkf 4-4,-54ce_ c/`e ihcci �,XkLz � . �✓i ` ! f knCq rLOZ s . 0 RECEIVED CsTV O .A MAY 262' , W CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1---Entered in TRAKiT on �� CITY OF TUKWILA Department of Community Development 630o Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplan@ci.tukwila.wa.us Permit Center/Building Division 206 431-367o Public Works Department 206 433-0179 Planning Division 206 431-367o AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING trE [please print name] , states as follows: PERMIT NO: 4)/ T v 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number j j , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. LAURIE A. WERLE NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES MAY 29, 2018 Owner/Owner's Agent* Signed and sworn to before me//this da of (i✓2i�t lam✓^ , 20 /-S . Y PUBLIC in and for the State of Washington Residing at 7 inD Name as commissioned: Q, County My commission expires: o4a.// 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 1o. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate -to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. * Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. ADDRESS OF PROPERTY: OWNER: LEGAL DESCRIPTION: ASSESSOR PARCEL NO.: N SET BACK 4725 S. 107TH ST. TUKWILA, WA. 98178 LUU LE MERRICKS ACRE TRS. DIV#2 LESS ST. 5476800100 S. 107 ST. P.L. 100' REBUILT COVERED DECK ,I ROOF OUTLINE HOUSE EXTERIOR • , i,,,,/,/,,,,,//, III' IIIII 0 REBUILT UNCOVERED DECK P.L. 100' 2'-0" SITE PLAN SCALE: 1 "=2'-0" SET BACK WALK WAY TO GRADE :D SHEET INDEX SHEET # DESCRIPTION A-1 SITE PLAN & BASEMENT PLAN A-2 1ST FLOOR. & 2ND FLOOR A-3 DETAILS & ELEVATION A-3 ELEVATIONS 6' 0" KEY NO. STRUCTURAL MEMBERS COVERED DECK Rafters, HF No.2, 2x8" @ 24" o.c. 1.1 Header, DFNo.2, 4x6" 1.2 Deck Joist, HF No.2, 2x10" @ 16"o.c. P.T. 1.3 Garage Header,DF No.2, 6x10" 1.4 Garage Header, Glulam WS, 24F-1.8E, 5-1 /8x10-1 /2" 1 5 (E) Beam, verify min. Glulam WS, 5-1 /8x10-1 /2" 1.6 (E) Beam, verify min. Glulam WS, 5-1/8x18" 1.7 Beam @ Deck, HF No.2, 6x10", P.T. 1.8 Beam @ Deck, HF No.2, 6x10", P.T. 1.9 Deck Post, HF No.2, 6x6", P.T. 1.10 4' 8 1 /2" i 7/ //q/1/ 7/ ix/ii//// /,(//// //// / 7/ 9' 11 " 4" 6' 3" /L / 11 5'-6 1 /2 ---A FURN. " in 7, • Exist. Garage Front WALL LEGEND ® EXISTING WALL NEW WALL 1 fj REC. RM •' 1 3/4" /2668 HOBBIES RM • 2'-0" 11' 10" 1.6 11' 4" KITCHEN 12' 3" 2' 0" 2668 3' 10" 3068 /I!////////// //////////, 2668 5,40 1 /4" BATH 5/0 TUB/SHW EXISTING GARAGE CONC. SLAB Line of Floor above FRI DRYER UP 3'-3 .3/4" 3' 2" f WASHER UTIL. Exist. 2x1 0" .1 306 2.3 1 /2" -----4' 0" DN DN 2.4 NEWALONC. 2'--0" 2668 FULL LITE WALL SECTION EXISTING WALL 14'® 30' 0" 15' 6" 2'-0" CONC. WALK WAY 2.4 1 ,: ...r:.•:,• I2.3 to — \\ 35' 0" DN 2.4 2.3 2.4 2.4 1 MAY .222O SEPARATE REQUIRED FOR ,D Mtechanical gElectrical Iumbing as Piping Ciy of Tukwila Rl !1 'iNG DIVISION FILE COPY Per ; t No. DILI"-•09)4 PI,.n review approval is subject to errors and omibcions. proval of construction documents does not u horize Utz' violation of any adopted code or ordinance. Receipt of clpprovad Q -6o y and cordons is ackncwledged: By: Date: BASEMENT PLAN SCALE: „a.—„o. 6x6 P.T. POST ON 18" wi EA 11--2 -.-1 - City of Tukwila BUILDING DIVISION ,;,..: RECEIVED CITY OF TUKWILA MAY 2 6 2015 ) #4 BARS REVISIONS H d4,^ shall be made to the scope of Imirk without prior f- , t approval of ge.iint3 Division. 1.71 CORRECTION LTR.;; PERMIT CENTER 4247,) J rCso H •N pp 4 ci) C/j pip o ot_H-4 c.) 4-4 OFi a CD =J N c73 W °° W 0 cp U DC DATE REVISION BY 2/16/11 UPDATED TL 05/21/15 REVISED MF BUII fCWED FO DING DIVII 1e Style CUSTOM COVERED DECK Sq. Ft. 180 UNCOVERED DECK Sq. Ft. 202 GARAGE Sq. Ft. NA Drawn By TL Date 1/16/11 Scale 1/4"=1'-0" JOB NO. 11-025 SHEET NO. A-1 FP-1 FP-2 FLOOR PLAN NOTES FOR BATHROOM FIXTURES PROVIDE CLEARANCE (REF. IRC R307.1) OF > 21" IN FRONT OF SINK/TOILET/TUB • 24" IN FRONT OF SHOWER OPENING > 15" BTWN WALL/TUB & TOILET O.C. > PROVIDE NONABSORBENT SURFACE FOR TUB & SHOWER AT FOR MIN. 6FT ABOVE FLOOR (REF. Irc 307.2) OBSERVE BATH ROOM HEIGHT OF 0 80" @a CTR OF FRONT CLEARANCE > 30 x 30" @ SHOWERHEAD (REF. IRC R305) 1'-10 1/2" 0 el rn 1'-5' / 17-8. 1/2" 10' 10" 36' 0" FP-3 FP-4 FP-5 INSTALL HARD WIRED 110V SMOKE DETECTOR WITH BATTERY BACKUP INTERCONNECTED (REF. IRC R313.2) > NEAR EACH SEPARATE SLEEPING AREA > IN EACH SLEEPING ROOM > IN EACH STORY OF DWELLING UNIT INSTALL CARBON MONOXIDE ALARM (REF IRC R315) NEAR EACH SEPARATE SLEEPING AREA WHERE WORK REQUIRING A PERMIT OCCURS IN EXISTING DWELLINGS THAT HAVE ATTACHED GARAGES ➢ WHEN FUELED FIRED APPLIANCES ARE INSTALLED > IN DWELLING UNITS W/ ATTACHED GARAGE EGRESS WINDOWS TO BE > MIN. 20" (W) X 24"(H) AND 5.7 SF MIN. CLEAR OPENING > WINDOWSILL HEIGHT MAX. 44" ABOVE FLOOR (REF. IRC R310.1) V-11.1/2" ' 0" / 3036 CSMT 6'-10 1/2" 12' 4" FP-5 2656 CSMT 5' 5 1/2" 2668 FULL LITE 2646 CSMT 1'-1 3/4" 0'-0" iF_I_ _714. 3.2 1- 1.10 0 0 0 0 DW 10' 10" RANGE '-0" 4 KITCHEN REF'R 7 9" 5/0 TUB/SHW 4' 6" X 0'-2' /2" 3.1 N 1 Exist. 2x8" + 2x6" Joist 5' 6" BAT 2668 ..17 2668 DN / 10" 2668 / OFFICE O> 11' 7" 1 2' 7" Roo DINING RM 6068 FULL LITE 12' 8" LIVING RM ALL SECTION 7656 CSMT/PIC/t'SMT j 111 N / 10' —4' 1/2" 1.3 FP-3 // DN / L7 `'''D 2668 / 1 / d I / 2' 7" ///VJ////I///////%/, 6 3' 1"/./l/ / 3' 8" // / 1.10 2668 CNI b 0 /7/ 9' 7" FAMILY RM 0 5068 FULL LITE • N /////////////////////////// S 7656 CSMT/PIC/CSMT - 1/2" 4 FP-5 1.10 30' 0" R SYMBOL LEGEND ® EXISTING WALL NEW WALL = Smoke Detector = Smoke & Carbon Monoxide Detector Combo 0 = Vent 35' 0" DN ' o" DN 0 1ST FLOOR PLAN SCALE: 1/4"=l'-0" KEY NO. STRUCTURAL MEMBERS UNCOVERED DECK Deck Joist, HF No.2, 2x8" @ 24" o.c., P.T. 2.1 Beam @ Deck, HF No.2, 6x10", P.T. 2.2 Deck Post, HF No.2, 6x6", PT. 2.3 Spread Footing, fc = 2,500 psi,18x18x10" 2.4 0 0 0 el N CNI 0 N KEY NO. STRUCTURAL MEMBERS SECOND FLOOR FRAMING (E) Floor Joist, HF No.2, 2x8" + 2x6" @ 16" oc. P.T. 3.1 (E) Header, DF No.2,verify min. 4x10" 3.2 Beam, Glulam WS, 24F-1.8E, 5-1/8x9" 3.3 3/4" 3 3/4" FP-5 2646 CSMT 3/4" .711 SOAKING TUB c' 0" x 0 - -•- -a-+ 3 3/4" 30' 0" 1.• 7" 15'-0 1/2" FP-5 2646 CSMT 10' 5 1/2" / 5'-3 3/4' 14' 7" •- 11'-8 3/4" ``BDRM 2 FP-3 2" 5/0 TUB/SHW 42'-9.1 /2 4' 6 1/2" 8' Ceiling height (Dormer) M-BATH 0' 5 1/2" " 10'-9 3/4" 2668 FULL LITE 1 '.\l, 2668 i45 .41 7.5 2668 '-9.1/2"/.✓ 5' 5 1/2" 22x33 Ar C ACCESS '-11. 1 /2" OFFICE 8'-1.1/2" N 8' Ceiling height (Dormer) 8 0) 0 11' 10 1/2" 7' 11 1/2" HOBBY RM 2668 FULL LITE UNCOVERED DECK 180 SQ. FT. 30' 0" 11' 1 1/2" 2ND FLOOR PLAN SCALE: 1/4"=1'-0" N co FP-5 7 0 0 N 0 cV EXISTING ROOF LINE 'f 2t 21116 RECEIVED CITY OF TUKWILA MAY 2 6 2015 PERMIT CENTER ds 17 (T► DATE REVISION BY 2/16/11 UPDATED TL 05/21/15 REVISED MF REVIEWED FOR CODE COMPLIANC APPROVED JUN 0 3 2015 City of Tukwila BUILDING DIVISIC N Style CUSTOM COVERED DECK Sq. Ft. UNCOVERED DECK Sq. Ft. 180 202 GARAGE Sq. Ft. NA Drawn By TL Date Scale 1/16/11 1 /4"=1'-0" JOB NO. 11-025 SHEET NO. A-2 (2) 5/8" Through -Bolts co w CO 2x6" Handrail, P.T. 3x3" Guard Post ----Spacing btwn Railings (Cables/Bracings) to be max. 4" max. 4' Sheathing- , (E) Siding Wood Decking Simpson LU28 or equal slope 1/4" per ft Q 0 2.2 Simpson EPB66 3" CLR V min. 12" below Ground (2) 5/8" Through -Bolts 1.8 2.1 (E) Floor System / // //// //// _,// //// //// //// //// //// //// 1.9 1 10 (2) 5/8" Through -Bolts, bolted through Guard Post supported by (2) Joists Rim Board Simpson H2.5 1.4 1.5 Simpson BC6 2.3 (3) Rebars #4 each direction 2x6" Handrail, P.T. Guard Post "4x4", P.T max. 6ft o.c. 2 x 8" Ledger, P.T. connected to wall w/ 5/8" Bolt @ 8" o.c., staggered 3/4" Plywood Sheathing w/ waterproofing/coating 60 mil TPO EverGuard Extreme, applied per MFR spec's Galvanized Flashing Simpson HUC610 (max. 1.10 Simpson LU28-\ or equal / // Ji/i 2777' y,,-, (A) DETAIL AT DECK SCALE: 1" = 1'-0" (1:12) 1.1 4x4" Knee Braces, P.T. 2'-0" 4x4" Guard Post max. 6ft o.c. k 3/4" Plywood Sheathing w/ waterproofing/coating 60 mil TPO EverGuard Extreme, applied per MFR spec's Galvanized Flashing 1/2" Lag Bolts, A307 @ 8" o.c. staggered — slope 1/4" per ft /// // fl //// 0 z 2 w w rn 0 I— w 11 1.3 Simpson LU210 2 x 10" Ledger P. T. 2 x 8" Ledger, P.T. connected to wall w/ 1/2" Bolt @ 8" o.c., staggered (E) Stud Wall above E) Floor System /// //// //// //// //// //J/ / 1.6 vw,rwvwwvV VYVvvvv4ww 1.7 COVERED DECK DETAIL 1.10 INSPECTION FOR VERIFICATION OF DRILLED HOLES AND HOLE PREPARATION FOR EPDXY SHALL BE REQUIRED PRIOR TO INSTALLATION OF EPDXY AND RE -BAR (OR BOLTS IF APPLICABLE). INSPECTION SHALL BE INCLUDED WITH FOUNDATION OR CONCRETE INSPECTION. �1 T 1.8 1.10 KNEE BRACES SCALE: 1" = 11-0" (1:12) 1.9 4x4" Knee Braces, P.T. 2'-0" k 0 CV MST37 •0 0 DETAIL SCALE: 1" = 1'0" (1:12) J MST37 (1) 2x6" P.T. + 2.5x6" P.T. (actual size) (2) 3/8" Wedge Anchor, min. embedment 4" pson HUC610 (ma 0 0 7 •n. ST48 Simpson HUC61 0• MST37 I (1) 2x6" P.T. �/8" WedgE ior, min. edment 4" me 1.4 Si ♦ max.) I/ late •/ /o• 7 1 / v v [ MST37 Simpson A35 / a p a ,11, \—(1) 2x6" P.T. 1 a v 1 d v ' I [ C 7 4 / - 1 v v / e �v v /- v v v v' / v v [ [ v ' [ 1 1 , v v v v DETAIL SCALE: 1" = 1'-0" (1:12) ' r ISimpson ArArr Fr 10/ max. MST37 1(4)2x6"P.T_\ 11 1 (2) 5/8" Wedge Anchor, min. embedment 4" EXISTING HOUSE & ROOF LINE / / 110i�i UIST37 LTT1 9 APPROX. GRADE 1 ,SW / / / / / / / / / /// ARMI .8 1 .10 r MST 1.9 SW/ 1.3 S / 11111111•rQ 1 T 1 MST37 ALL SHEAR WALLS (S\V) TO BE 7/16" OSB/APA RATED W/NAILING PATTERN 6" O.C. AT EDGE AND 12" O.C. ONFIELD; USE 8d NAILS, MIN. EMBEDMENT 1-3/8"; 1.4 MST37 EXISTING GARAGE DR PROVIDE ANCHOR BOLTS 5/8" @ 48" O.C. & A35 CLIPS @ 24" O.C. MST37 AS SHOWN W/ (2) 2x LTT19 AS SHOWN W 5/8" BOLTS,MIN.EMBEDMENT 7" MST37 • 1.5 EXISTING GARAGE DR * Exist. Concrete Piers at Garage to remain WEST ELEVATION SCALE: 1/4"=1'-0" MST37 1'I a). O UI �n of Ui if /• Si�r pson L4T19 Si I Plat /• .o II' ' I I I' ✓ v I7 v v / 4" / 'v 4 v1 ' a v 1 / / a '1v ✓ v v vI ✓ 1 fi v /• / \v v / \v DETAIL SCALE: 1" = 1'-0" (1:12) 5'-0" NEW DECK 1.10 II�IIIIIIIIAI /- ,• 2.1 MST37 1 •LTT 19 1 1 12.3 j 2.4 2.2 MST37 MAY 2 2018 RECEIVED CITY OF TUKWILA MAY 2 6 2015 PERMIT. CENTER 42474 ksr 0C/ it DATE REVISION BY 2/16/11 UPDATED TL 05/21/15 REVISED MF CO REVIEWED F DE COMPLIA APPROVED aR 4CE JUN 0 3 2015 I BU City of Tukwll a ION Style CUSTOM COVERED DECK Sq. Ft. 180 UNCOVERED DECK Sq. Ft. 202 GARAGE Sq. Ft. NA Drawn By TL Date 1/16/11 Scale 1/4"=1'-0" JOB NO. 11-025 SHEET NO. A-3 SCALE: 1" = 1'-0" (1:12) /- ,• 2.1 MST37 1 •LTT 19 1 1 12.3 j 2.4 2.2 MST37 MAY 2 2018 RECEIVED CITY OF TUKWILA MAY 2 6 2015 PERMIT. CENTER 42474 ksr 0C/ it DATE REVISION BY 2/16/11 UPDATED TL 05/21/15 REVISED MF CO REVIEWED F DE COMPLIA APPROVED aR 4CE JUN 0 3 2015 I BU City of Tukwll a ION Style CUSTOM COVERED DECK Sq. Ft. 180 UNCOVERED DECK Sq. Ft. 202 GARAGE Sq. Ft. NA Drawn By TL Date 1/16/11 Scale 1/4"=1'-0" JOB NO. 11-025 SHEET NO. A-3 SCALE: 1" = 1'-0" (1:12) APPROX. G 2ADE RAILING PER Q(DE 40' 4 NEW DECK 8'-7" EXISTING HOUSE & ROOF LINE 16'-4 1/2" POSTS & PADS PER PLAN POSTS PER PLAN EXISTING HOUSE STEPS TO GRADE PER CODE SOUTH ELEVATION SCALE: 1/4"=1'-0" Lag Bolt 5/8", A307 1/4" Steel Plate, A36 custom made 6x6" Post, P.T. CUSTOM STEEL BRACES (TYP.) SCALE: 1" = 1'-0" (1:12) Install Vent Tray tD insure air passage Boundary Nailing Blocking w/ Vent Openings (typ.) Asphalt Shingles on #15 Felt Roof Sheathing Furred out Rafter Gutter Simpson H2.5 EXISTING HOUSE & ROOF LINE 13'-1" 6'-0" . NEW DECK 8' 7" H s- • ° ' SimpsonTS12 2x4", beveled R21 ATTIC VENTING DETAIL SCALE: 1" = 1'-0" (1:12) °. . . : • °• ° v ° • a • • • a. ° n APPROX. ` RADE NORTH ELEVATION SCALE: 1/4"=1'-0" R38 Exist. 2x4" J Mk'.2 NNIS ;• •lE lII111 it \ 0.1111ll !►,IIIIAII!Illl [INNII " Nam` Exist. Ceiling Joists N N ROOF SECTION (TYP.) SCALE: 1/4" = 1-0" (1:48) RECEIVED CITY OF TUKWILA MAY 2 6 2015 PERMIT CENTER F—+ •N pp ci) z "‘c? o ZZ a00 w U 4.) DATE REVISION BY 2/16/11 UPDATED TL 05/21/15 REVISED MF CODE A EWED FOR 'OMPLIAN4k PROVED 03 2015 City of Tukwila BUILD r G DIVISION' Style CUSTOM COVERED DECK Sq. Ft. 180 UNCOVERED DECK Sq. Ft. GARAGE Sq. Ft. 202 NA Drawn By TL Date Scale 1/4"=1'-0" JOB NO. 11-025 SHEET NO. Ittbsoo A-4