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Permit D18-0345 - MELESSE RESIDENCE - BASEMENT ACCESS, WINDOW REPLACEMENTS AND UNCOVERED DECK
MELESSE RESIDENCE 16228 42ND AVE S FINALED 11/04/2020 DI 8-0345 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 DEVELOPMENT PERMIT 5379800694 Permit Number: D18-0345 16228 42ND AVE S Issue Date: Permit Expires On: MELESSE RESIDENCE 10 2/2 19 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: PAULSEN KARL 16228 42ND AVE S , TUKWILA, WA, 98188 DAN GARVIDA 12613 SE 237 PL, KENT, WA, 98031 OWNER AFFIDAVIT ON FILE BETHLEHEM ALEMAYHU DANIEL MELESSE 3809 S 176 ST , SEATAC, WA, 98188 Phone: (206) 261-2419 Phone: Expiration Date: DESCRIPTION OF WORK: REAPPLICATION FOR EXPIRED PERMIT APPLICATION D18-0108: INSTALL NEW ENTRANCE DOOR ON NORTH SIDE OF HOUSE FOR BASEMENT ACCESS, REPLACE ALL WINDOWS AND ADD A 300 SQUARE FOOT UNCOVERED DECK. Project Valuation: $7,526.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $447.99 Occupancy per IBC: R-3 Water District: HIGHLINE Sewer District: VALLEY VIEW 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: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: L/'' Permit Center Authorized Signature: W ' Date: it220 I toi 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: 1‹. 4-11 .L %cL Sim Date: �'- 3cD /r 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: There shall be no occupancy of a building 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. A copy can be obtained at City Hall in the office of the City Clerk. 10: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4 -inches shall be maintained above the controls with the strapping. 11: 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). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: 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. 14: 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. 15: 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** 0301 CONCRETE SLAB 0201 FOOTING 0200 FOUNDATION WALL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $279.26 D18-0345 Address: 1622842ND AVE S Apn: 5379800694 $279.26 Credit Card Fee $8.13 Credit Card Fee R000.369.908.00.00 0.00 $8.13 DEVELOPMENT $258.53 PERMIT FEE R000.322.100.00.00 0.00 $252.03 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $6.50 TECHNOLOGY FEE $12.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17405 R000.322.900.04.00 0.00 $12.60 $279.26 Date Paid: Monday, April 15, 2019 Paid By: BETHLEHEM ALEMAYHU Pay Method: CREDIT CARD 00166D Printed: Monday, April 15, 2019 11:54 AM 1 of 1 . - SYSTEMS 0 q CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 04/15/2019 11:53:38 AM CREDIT CARD SALE VISA CARD NUMBER: **********4669 K TRAN AMOUNT: $279.26 APPROVAL CD: 00166D RECORD #: 000 CLERK ID: kandace X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy CITY OF TUKYA 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. 1) It- 0.”5- Date 3 f5 Date Application Accepted: 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: 1 (`j 62e. , � iNe Tenant Name: 17Q Yi 4 e.1 • & t�SS King Co Assessor's Tax No.: S' D CO651---1 Suite Number: Floor: gaxy+- PROPERTY OWNER Name: Dei yll e,1 • ivi e i...,s s e Address:�� rqJJ, s , n 644 , Ci 'fes / LGe :iii-- At 1 s'Aq. G rte" CONTACT PERSON - person receiving all project communication l �,y Name: &`fe 'l�LerJt Address: _ ' 17-6-/-14- CT 7 . Stagy te�4_ f f City: 5e6%6 [77544. Phor __�.� i 5� ` ga77: Ql' 1 Email') e L:LI I Id) Ya it ra' • fest GENERAL CONTRACTOR INFORMATION Company Name: Address: .7 9 _ s • "( e7/ - Company Name: Address: Architect Name: City: State: Zip: Phone: Fax: Phone: Fax: Contr Reg No.: Email: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh New Tenant: Yes ❑ .. No ARCHITECT OF RECORD Name: Van/. pie, ` c ' Address: .7 9 _ s • "( e7/ - Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: Van/. pie, ` c ' Address: .7 9 _ s • "( e7/ - Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater perrRCCiW 19. 7.095) Name: Van/. pie, ` c ' Address: .7 9 _ s • "( e7/ - City: i / SCSI r v O Page 1 of 4 BUILDING PERMIT INFORMATIO206-431-3670 Valuation of Project (contractor's bid price): $ Describe the scope of work (please provide detailed'information): 19 /110Yt% S(tide_ L Kra i.. Existing Building Valuation: $ 3SUt t cz or Op Will there be new rack storage? ❑ ....Yes If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Floor area of accessory dwelling: Number of Parking Stalls Provided: Standard: Compact: Will there be a change in use? ❑ Yes ▪ No Handicap: If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm 0 None Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Saf 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. H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor gy 2nd Floor Gf !CI 3rd Floor Floors thru Basement 4 /r [ (�(/� Accessory Structure* Attached Garage Detached Garage 1 2.0 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): Floor area of principal dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Floor area of accessory dwelling: Number of Parking Stalls Provided: Standard: Compact: Will there be a change in use? ❑ Yes ▪ No Handicap: If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm 0 None Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Saf 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. H:\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 INF TION — 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 ❑ .. Tukwila 0 ...Water District #125 0 .. Water Availability Provided Sewer District 0 .. Tukwila 0 .. Sewer Use Certificate ❑... Highline ❑...Valley View ❑...Renton 0 ...Sewer Availability Provided ❑... Renton 0... 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): 0 .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) 0...Geotechnical Report ❑ .. Bond 0...Insurance 0... Easement(s) 0...Maintenance Agreement(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 ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 0 .. Total Cut ❑ .. Total Fill cubic yards cubic yards 0 .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation 0 .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0...Right-of-way Use - Profit for less than 72 hours 0...Right-of-way Use — Potential Disturbance 0... Work in Flood Zone 0... Storm Drainage 0...Abandon Septic Tank 0... Curb Cut 0...Pavement Cut 0...Looped Fire Line Domestic Water ❑... Grease Interceptor 0... Channelization 0... Trench Excavation 0...Utility Undergrounding 0 .. Permanent Water Meter Size (1) " WO # (2) " WO # (3) ❑ .. Temporary Water Meter Size (1) " WO # (2) " WO # (3) ❑ .. Water Only Meter Size 2,WO # 0 .. Deduct Water Meter Size 0 .. Sewer Main Extension Public 0 Private ❑ 0 .. Water Main Extension Public 0 Private 0 " WO# " WO# FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ .. Water ❑ .. Sewer 0 .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx 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 R THMr AGENT: Signature Print Name: - '/''e /G1.- ' / -! tj 1 . 55 Mailing Address: Day Telephone: Date: g 1 ) City H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh State Zip g$ Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ( ACCOUNT QUANTITY PAID $168.73 D18-0345 Address: 16228 42ND AVE S Apn: 5379800694 $168.73 Credit Card Fee $4.91 Credit Card Fee R000.369.908.00.00 0.00 $4.91 DEVELOPMENT $163.82 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R15733 R000.345.830.00.00 0.00 $163.82 $168.73 Date Paid: Monday, October 29, 2018 Paid By: DANIEL MELESSE Pay Method: CREDIT CARD 160751 Printed: Monday, October 29, 2018 3:09 PM 1 of 1 CRWSYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 10/29/2018 03:05:36 PM CREDIT CARD SALE VISA CARD NUMBER: **********3040 K TRAN AMOUNT: $168.73 APPROVAL CD: 160751 RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy Page 2 of 2 https://classic.convergepay.com/VirtualMerchant/transaction.do 10/29/2018 IBC/IRC 2015 ASCE 7-10 Engineering STRUCTURAL DESIGN tecinstruct LLC 6830 NE Bothell Way Suite C, PMB 181 Kenmore, WA 98028 Phone (206) 553 9076 rheimisch@yahoo.com www.tecinstruct.com Owner: Daniel Melesse Description: Renovation and Deck Addition Building Codes: Structural Design/ EOR: Roland Heimisch, P. E. Lic # 42479 JvaID NEI . Date 03/26/2019 .gra n ri r+i EtA[_.__ AJ ! `v j , rt 1/ "^ LTR#.132-- RECEIVED CITY OF TUKWILA O'- o3'15 APR 0-3 2019 PERMIT CENTER Project: 16228 42nd Ave S, Tukwila, WA 98188 1.1 Pesign Criteria 2 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 Boarc' 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 111 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 Boarcj (2 sides) 5/8" 5.6 Total 7.1, say $ psf Live Loads Roof 20 psf Living areas 40 psf Decks/Balconies 60 psf Snow Load Snow Ground Load 25 psf Snow Roof Load (no reduction applied) 25 psf tecinstruct LLC Project: 16228 42nd Ave S, Tukwila, WA 98188 2.2 List of designed members Key No. 01 Key No. Q2 Key No. Q3 Key No. Q4 Key No. Q5 Key No. Q6 Key No. 07 Key No. Q8 Key No. Q9 Key No. 10 Deck Joists, HF No. 2, 2x8", @ 16" o,c. Cantilevered Deck Joists, 4 -ply, IIF No. 2, (4) 2x8", P.T. Stair Stringers, HF No. 2, 2x12", @ 12" o.c., P.T. Beam, HF No. 2, 4x8", P.T. Exist. Header, verify min DF No. 2, 4x6" Deck Post, HF No. 2, 4x4", P.T. Spread Footing, fc = 2,500 psl, 18x18x8" Beam, Glulam WS, 24F -1.8E, 5-1/2x12" Post, PSL 1.8E, 3-1/2x3-1/2" Spread Footing, fc = 2,500 psi, 30x3Qx8" tecinstruct LLC 3 Project: 16228 42nd Ave S, Tukwila, WA 98188 2.3 Design 4 Key No. p1 Deck Joists, HF No. 2, 2x8", @ 16" o,c. $pan: L = 7 ft Load: DL = 10 psf LL = 60 psf SL = 25 psf For calculation see attached design sheets Key No. 02 Cantilevered Deck Joists, 4 -ply, HF No. 2, (4) 2x8", P.T. Cantilever supporting stairs $pan: L = 7 + 4 ft Load: rear span, deck w/ trib 1 ft DL 1 x 10 = 10 plf LL 1 x 60 = 60 plf SL 1 x 25 = 25 plf Cantilever, stairs w/ trib 2 ft DL 2 x 10 = 20 plf LL 2x40 = 80pIf SL 2 x 25 = 50 plf For calculation see attached design sheets Key No. p3 Stair Stringers, HF No. 2, 2x12", @ 12" o.c., P.T. $pan: max L = 9 ft Load: trib 1 ft DL 1 x 10 = 10 pif LL 1 x 40 = 40 pif SL 1 x 25 = 25 plf For calculation see attached design sheets. 1% exceeding deflection is still within the intent of the design tecinstruct LLC Project: 16228 42nd Ave S, Tukwila, WA 98188 5 Key No. 04 Beam, HF No. 2, 4x8", P.T. Span: L = 4 ft Load: a) deck w/ trib 3.5 ft, point load from 02 For consistency also used for spans without PL DL 3.5 x 10 = 35 plf LL 3.5 x 60 = 210 plf SL 3.5 x 25 = 90 Of PDL at x = 4ft = 3351bs PLL = 1,420 lbs PSL = 850 Ibs b) stairs w. trib 7 ft DL 7 x 10 = 70 Of LL 7 x 40 = 280 plf SL 7 x 25 = 175 plf For calculation see attached design sheets Key No. 95 Exist. Header, verify min DF No. 2, 46" Span: L = 4ft Load: deck w/ trib 3.5 ft DL 3.5 x 10 = 35 plf LL 3.5 x 60 = 210 plf SL 3.5 x 25 = 90 plf For calculation see attached design sheets Key No. 96 Deck Post, HF No. 2, 4x4", P.T. Height: H = 10 ft Loads: reaction from (2x) beam 04 + beam 04 without PL PDL 360 + 2.5 x 35 = 450 lbs PLL 1,670 +2.5 x 210 = 2,195 lbs PSL 910+2.5 x90 = 1,135 lbs For calculation see attached design sheets. Key No. 97 Spread Footing, fc = 2,500 psi, 18x1$x8" Load from post 06 P 450 + 0.75 x (2,195 + 1,135) = 2,950 lbs Soil pressure 2,950 / 2.25 = 1,311 psf < 2,000 Key No. Q8 Beam, Glulam WS, 24F -1.8E, 5-1/2x12" Span: L = 11 ft Load: (2) floors w/ tot 26 ft ft, wall w/ h 8 ft DL 26x12+8x10 = 310pIf LL 26 x 40 = 1,040 plf For calculation see attached design sheets tecinstruct LLC Project: 16228 42nd Ave S, Tukwila, WA 98188 6 Key No. 99 Post, PSL 1.8E, 3-1/2x3-1/2" Height: H = 8 ft Loads: reaction from beam 08 PDL = 1,730 lbs PLL = 5,810 lbs For calculation see attached design sheets. Key No. 10 Spread Footing, fc = 2,500 psi, 30x3Qx8" Load from post 09 P 7,540 Ibs Soil pressure 7,540 / 6.25 = 1,206 psf < 2,000 tecins;ruct LLC WoodWorks® SOE"VMF EOR"OOO DESIGN +u. 16228 42nd Ave S 7 Tukwila, WA 98188 01 Deck Joist Jan. 9, 8019 16:21 Design Check Calculation Sheet WoodWorks Sizer 11.1 Loads: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit DL LL SL Dead Live Snow Full Area Full Area Full Area 10.00(16.0") 60.00(16.0") 25.00(16.0") psf psf psf Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) ; " 7'-0.71 0' 7' Unfactored: Dead Live Snow Factored: 47 282 118 47 282 118 Total Bearing: 347 347 Capacity Joist Support Des ratio Joist Support Load comb Length Min req'd Cb Cb min Cb support Fcp sup 347 837 1.00 0.41 #3 0.71 0.71 1.00 1.00 1.25 625 347 837 1.00 0.41 #3 0.71 0.71 1.00 1.00 1.25 625 Lumber-soft, Hem-Fir, No.2, 2x8 (1-1/2"x7-1/4") Supports: Alt - Timber-soft Beam, D.Fir-L No.2 Floor joist spaced at 16.0" c/c; Total length: 7'-0.71 "; Clear span: 6'-11.29"; volume = 0.5 cu.ft. Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Analysis vs. Allowable Stress and Deflection using NDS 2015 ; Criterion Analysis Value Design Value Unit Analysis/Design Shear Bending(+) Live Defl'n Total Defl'n fv = 37 fb = 522 0.08 = <L/999 0.09 = L/930 Fv' = 120 Fb' = 938 0.23 = L/360 0.35 = L/240 psi psi in in fv/Fv' = 0.31 fb/Fb' = 0.56 0.33 0.26 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 8 01 Deck ,Joist WoodWorks® Sizer 11.1 Page 2 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 150 1.00 1.00 1.00 - - - - 1.00 0.80 1.00 2 Fb'+ 850 1.00 1.00 1.00 1.000 1.200 1.00 1.15 1.00 0.80 - 2 Fop' 405 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 0.95 - 3 Ervin' 0.47 million 1.00 1.00 - - - - 1.00 0.95 - 3 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+L, V max = 327, V design = 268 lbs Bending(+): LC #2 = D+L, M = 572 lbs -ft Deflection: LC #3 = D+.75(L+S) (live) LC #3 = D+.75(L+S) (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2015 CALCULATIONS: Deflection: EI = 61.9e06 lb-in2 "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2015), the National Design Specification (NDS 2015), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. $awn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks® SOFIWAFE FOR WOOD DESFCN 16228 42nd Ave S 9 Tukwila, WA 98188 02 Cant Joins Jan. 9, 2019 20:31 Design Check Calculation Sheet WoodWorks Sizer 11.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL1 Dead Partial UDL No 0.00 7.00 10.0 10.0 plf LL1 Live Partial UDL Yes 0.00 7.00 60.0 60.0 plf SL1 Snow Partial UDL No 0.00 7.00 25.0 25.0 plf DL2 Dead Partial UDL No 7.52 11.02 20.0 20.0 plf LL2 Live Partial UDL Yes 7.52 11.02 80.0 ,80.0 plf SL2 Snow Partial UDL Yes 7.52 11.02 50.0 50.0 plf Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 1 I 11'-0.25" .1' i 0' 7' 11' Unfactored: Dead 13 127 Live 211 579 Snow 60 318 Factored: -76 Uplift Total 224 800 Bearing: Capacity Beam 486 850 Support 1055 1055 Des ratio Beam 0.46 0.94 Support 0.21 0.76 Load comb #5 #3 Length 0.50* 0.50* Min req'd 0.50* 0.47 Cb 1.00 1.75 Cb min 1.00 1.75 Cb support 1.13 1.13 Fcp sup 625 625 *Minimum bearing length setting used: 1/2" for end supports and 1/2" for interior supports Maximum react'on on at east one support is from a different Toad combination than the critical one for bearing design, shown here, due to Kd factor. See Analysis results for reaction from critical Toad combination. Lumber n-ply, Hem-Fir, No.2, 2x8, 2-ply (3"x7-1/4") Supports: All - Timber-soft Beam, D.Fir-L No.2 Total length: 11'-0.25"; Clear span: 6'-11.5", 3'-11.75"; volume = 1.7 cu.ft. Lateral support: top= full, bottom= at supports; WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 10 02 Cant Joists WoodWorks® Sizer 11.1 Page 2 Analysis vs. Allowable Stress and Deflection using NDS 2015 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 27 Fv' = 138 psi fv/Fv/ = 0.20 Bending(+) fb = 161 Fb' = 816 psi fb/Fb' = 0.20 Bending(-) fb = 422 Fb' = 783 psi fb/Fb' = 0.54 Deflection: Interior Live -0.03 = <L/999 0,23 = L/360 in 0.12 Total -0,03 = <L/999 0,35 = L/240 in 0.09 Cantil. Live 0.14 = L/354 0.27 = L/180 in 0.51 Total 0.16 = L/304 0.40 = L/120 in 0.39 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 150 1.15 1.00 1.00 - - - - 1.00 0.80 1.00 3 Fb'+ 850 1.00 1.00 1.00 1.000 1.200 1.00 1.00 1.00 0.80 - 5 Fb'- 850 1.15 1.00 1.00 0.835 1.200 1.00 1.00 1.00 0.80 - 3 Fop' 405 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 0.95 - 6 Erpin' 0.47 million 1.00 1.00 - - - - 1.00 0.95 - 6 CRITICAL LOAD COMBINATIONS: Shear : LC #3 = D+.75(L+S), V max = 411, V design = 399 lbs Bending(+): LC #5 = D+L (pattern: L_), M = 354 lbs -ft Bending(-): LC #3 = D+.75(L+S), M = 925 lbs -ft Deflection: LC #6 = (live) LC #6 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake A11 LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2015 CALCULATIONS: Deflection: EI = 61.9e06 lb-in2/ply "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Lateral stability(-): Lu = 7' Le = 11'-10.69" RB = 21.4 Lu based on full span; b = single ply width Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2015), the National Design Specification (NDS 2015), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) and that each ply is equally top -loaded. Where beams are side -loaded, special fastening details may be required. 6. FIRE RATING: Joists, wall studs, and multi -ply merrlbers are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. WoodWorks® SCFTWAYFFCRWCWDFSICN 16228 42nd Ave S 11 Tukwila, WA 98188 03 Stair Stringers Jan. 9, 2019 20:29 Design Check Calculation Sheet WoodWorks Sizer 11.1 Loads: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit DL LL SL Dead Live Snow Full Area Full Area Full Area 10.00(12.0") 40.00(12.0") 25.00(12.0") psf psf psf Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) ; 9'-11.83" 0, 9' Unfactored: Dead 49 49 Live 181 181 Snow 113 113 Factored: Total 269 269 Bearing: F'theta 365 365 Capacity Joist 273 273 Support 586 586 Des ratio Joist 0.98 0.98 Support 0.46 0.46 Load comb #3 #3 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.25 1.25 Fcp sup 625 625 *Minimum bearing length setting used: 1/2" for end supports Lumber-soft, Hem-Fir, No.2, 2x6 (1-1/2"x5-1/2") Supports: All - Timber-soft Beam, D.Fir-L No.2 Floor joist spaced at 12.0" c/c; Total length: 9'-11.83"; Clear span: 9'-8.46"; volume = 0.6 cu.ft.; Pitch: 5/12 Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); This section FAILS the design check WARNING: This section violates the following design criteria: Deflection WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 12 03 Stair Stringers Woodworks® Sizer 11.1 Page 2 Analysis vs. Allowable Stress and Deflection using NDS 2015 : Criterion.Analysis Value Desgn Value Unit Analysis/Design Shear fv = 41 Fv' = 138 psi fv/Fv' = 0.29 Bending(+) fb = 957 Fb' = 1169 psi fb/Fb' = 0.82 Live Defl'n 0.33 = L/355 0,33 = L/360 in 1.01 Total Defl'n 0.40 = L/291 0,49 = L/240 in 0.82 Additipnal Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 150 1.15 1.00 1.00 - - - - 1.00 0.$0 1.00 3 Fb'+ 850 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 0.80 - 3 Fcp' 405 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 0.95 - 3 Emin' 0.47 million 1.00 1.00 - - - - 1.00 0.95 - 3 CRITICAL LOAD COMBINATIONS: Shear : LC #3 = D+.75(L+S), V max = 248, V design = 223 lbs Bending(+): LC #3 = D+.75(L+S), M = 603 lbs -ft Deflection: LC #3 = D+.75(L+S) (live) LC #3 = D+.75(L+S) (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Lpad combinations: ASCE 7-10 / IBC 2015 CALCULATIONS: Deflection: EI = 27.0e06 lb-in2 "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 8015), the National Design Specification (NDS 2015), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. SLOPED BEAMS: level bearing is required for all sloped beams. 2) WoodWorks® SOFTWARE W4 WOOD DESIGN 111.4. MEIN 16228 42nd Ave S 13 Tukwila, WA 98188 04a Beam Jan. 9, 2019 20:23 Design Check Calculation Sheet WoodWorks Sizer 11.1 Loads• Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit DL LL SL PDL PLL PSL Dead Live Snow Dead Live Snow Full UDL Full UDL Full UDL Point Point Point 4.00 4.00 4.00 35.0 210.0 90.0 335 1420 850 pif plf pif lbs lbs lbs Maximum Reactions I (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) i 5'-1.49" 1' x 0' 5' Unfactored: Dead Live Snow Factored: Total Bearing: Capacity Beam Support Des ratio Beam Support Load comb Length Min req'd Cb Cb min Cb support Fcp sup 159 829 405 356 1667 906 1084 2286 1084 2315 1.00 0.47 #3 0.96 0.96 1.00 1.00 1.11 625 2286 4881 1.00 0.47 #3 2.02 2.02 1.00 1.00 1.11 625 Lumber -soft, Hem -Fir, No.2, 4x8 (3-1/2"x7-1/4") Supports: All - Timber -soft Beam, D.Fir-L No.2 Total length: 5'-1.49"; Clear span: 4'-10.51"; volume = 0.9 cu.ft. Lateral support: top= full, bottom= at supports; WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 14 04a Beam WoodWorks® Sizer 11.1 Page 2 Analysis vs. Allowable Stress and Deflection using NDS 2015 : Criterion Analysis Value Design Value Unit Analysis/Design .hear fv = 108 Fv' = 120 psi fv/Fv' = 0.90 Fending(+) fb = 763 Fb' = 884 psi fb/Fb' = 0.86 Live Defl'n 0.06 = <L/999 0,17 = L/360 in 0.34 Total Defl'n 0.07 = L/904 0,25 = L/240 in 0.27 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 150 1.00 1.00 1.00 - - - - 1.00 0.80 1.00 2 Fb'+ 850 1.00 1.00 1.00 1.000 1.300 1.00 1.00 1.00 0.80 - 2 Fcp' 405 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 0.95 - 3 E:nin' 0.47 million 1.00 1.00 - - - - 1.00 0.95 - 3 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+L, V max = 2002, V design = 1835 lbs Bending(+): LC #2 = D+L, M = 1950 lbs -ft Deflection: LC #3 = D+.75(L+S) (live) LC #3 = D+.75(L+S) (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2015 CALCULATIONS: Deflection: EI = 144e06 lb-in2 "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC ¢015), the National Design Specification (NDS 2015), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your appligation. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks® SOFTWARE FOR WOOD DESIGN 16228 42nd Ave S Tukwila, WA 98188 04b Beam Jan. 9, 2019 20:22 15 Design Check Calculation Sheet WoodWorks Sizer 11.1 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 70.0 280.0 175.0 plf plf plf Maximum Reactions t (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) ; 4'-0.74" 0' Unfactored: Dead Live Snow Factored: Total Bearing: Capacity Beam Support Des ratio Beam Support Load comb Length Min req'd Cb Cb min Cb support Fcp sup 142 569 355 142 569 355 835 835 835 1784 1.00 0.47 #3 0.74 0.74 1.00 1.00 1.11 625 835 1784 1.00 0.97 #3 0.74 0.74 1.00 1.00 1.11 625 Lumber -soft, Hem -Fir, No.2, 4x8 (3-1/2"x7-1/4") Supports: All - Timber -soft Beam, D.Fir-L No.2 Total length: 4'-0.74"; Clear span: 3'-11.26"; volume = 0.7 cu.ft. Lateral support: top= full, bottom= at supports; WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 16 04b Beam WoodWorks® Sizer 11.1 Page 2 Analysis vs. Allowable Stress and Deflection using NDS 2015 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 33 Fv' = 138 psi fv/Fv = 0.24 Bending(+) fb = 322 Fb' = 1017 psi fb/Fb' = 0.32 Live Defl'n 0.01 = <L/999 0,13 = L/360 in 0.11 Total Defl'n 0.02 = <L/999 0,20 = L/240 in 0.09 Additional Data: FACTORS: F/E(psi)CD CM Fv' 150 1.15 1.00 Fb'+ 850 1.15 1.00 Fcp' 405 - 1.00 El 1.3 million 1.00 Ervin' 0.47 million 1.00 CRITICAL LOAD COMBINATIONS: Shear Bending(+): Deflection: LC #3 LC #3 LC #3 LC #3 Ct CL CF 1.00 1.00 1.000 1.300 1.00 1.00 1.00 D+.75(L+S), = D+.75(L+S), = D+.75(L+S) = D+.75(L+S) Cfu Cr Cfrt 1.00 1.00 1.00 1.00 - 1.00 - 1.00 - 1.00 Ci Cn 0.80 1.00 0.80 1.00 0.95 0.95 V max = 823, V design = 561 lbs M = 822 lbs -ft (live) (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake A11 LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2015 CALCULATIONS: Deflection: EI = 144e06 lb-in2 "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. LC# 3 3 3 3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2015), the National Design Specification (NDS 2015), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks® SOFIIVARE FOR MOOD DESIGN min. 17 06 Post Jan. 9, 2019 17:40 Design Check Calculation Sheet WoodWorks Sizer 11.1 Loads: Load Type Distribution Location [ft] Start End Magnitude Start End Unit PDL PLL PSL Dead Live Snow Axial Axial Axial (Ecc. = 0.00") (Ecc. = 0.00") (Ecc. = 0.00") 450 2195 1135 __ ips 1ps 1ps Lateral Reactions (lbs): o, 10' I p o (D 0. v 10' Lumber Post, Hem -Fir, No.2, 4x4 (3-1/2"x3-1/2") Support: Non -wood Total length: 10'; Clear span: 10'; volume = 0.9 cu.ft. Pinned base; Load face = width(b); Ke x Lb: 1.0 x 10.0 = 10.0 [ft]; Ke x Ld: 1.0 x 10.0 = 10.0 [ft]; Analysis vs. Allowable Stress and Deflection using NDS 2015 ; Criterion Analysis Value Design Value Unit Analysis/Design Axial Axial Bearing fc = 241 fc = 241 Fc' = 315 Fc* = 1719 psi psi fc/Fc' == 0.76 fc/Fc* = 0.14 Additional Data: FACTORS: F/E(psi)CD CM Ct CL/CP CF Cfu Cr Cfrt Ci LC# Fc' 1300 1.15 1.00 1.00 0.183 1.150 - - 1.00 1.00 3 Fc* 1300 1.15 1.00 1.00 - 1.150 - - 1.00 1.00 3 CRITICAL LOAD COMBINATIONS: Axial : LC #3 = D+.75(L+S), P = 2948 lbs D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2015 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2015), the National Design Specification (NDS 20$5), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. zo WoodWorks® SOFTWARE FOP W000 DESIGN 16228 42nd Ave S 18 Tukwila, WA 98188 08 Beam Jan. 9, 2019 17:55 Design Check Calculation Sheet WoodWorks Sizer 11.1 Loads: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit DL LL Dead Live Full UDL Full UDL 310.0 1040.0 plf pif Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) ; t 11'-2.11" 0' 11' Unfactored: Dead Live Factored: 1732 5811 1732 5811 Total Bearing: 7544 7544 Capacity Beam Support Des ratio Beam Support Load comb Length Min req'd Cb Cb min Cb support Fcp sup 7544 7748 1.00 0.97 #2 2.11 2.11 1.00 1.00 1.07 625 7544 7748 1.00 0.97 #2 2.11 2.11 1.00 1.00 1.07 625 plulam-Unbal., Wes Species, 24F -1.8E WS, 5-1/2"x12" 8 laminations, 5-1/2" maximum width, Supports: All - Timber -soft Beam, D.Fir-L No.2 Total length: 11'-2.11"; Clear span: 10'-9.89"; volume = 5.1 cu.ft. Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress and Deflection using NDS 2015 ; Criterion Analysis Value Design Value Unit Analysis/Design Shear Bending(+) Live Defl'n Total Defl'n fv = 135 fb = 1856 0.24 = L/549 0.28 = L/478 Fv' = 265 Fb' = 2400 0.37 = L/360 0.55 = L/240 psi psi in in fv/Fv' = 0.51 fb/Fb' = 0.77 0.66 0.50 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 19 08 Beam WoodWorks® Sizer 11.1 Page 2 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CV Cfu Cr Cfrt Notes Cn*Cvr LC# Fv' 265 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 2400 1.00 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 - - - El 1.8 million 1.00 1.00 - - - - 1.00 - - 2 Eminy' 0.85 million 1.00 1.00 - - - - 1.00 - - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+L, V max = 7425, V design = 5956 lbs Bending(+): LC #2 = D+L, M = 20419 lbs -ft Deflection: LC #2 = 0.5D+L (live) LC #2 = 0.5D+L (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2015 CALCULATIONS: Deflection: EI = 1426e06 lb-in2 "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2015), the National Design Specification (NDS 2015), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Clulam design values are for materials conforming to ANSI 117-2015 and manufactured in accordance with ANSI A190.1-2012 4. GLULAM: bxd = actual breadth x actual depth. 5.Olulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 6. OLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). WoodWorks® SOFTWARE MP WOOD DESIGN r 20 09 Post Jan. 9, 2019 17:58 Design Check Calculation Sheet WoodWorks Sizer 11.1 Loads: Load Type Distribution Location [ft] Start End Magnitude Start End Unit PDL PLL Dead Live Axial Axial (Ecc. = 0.00") (Ecc. = 0.00") 1730 5810 lbs lbs Lateral Reactions (lbs): o 1 co 8' D m 0' 8' PSL, 1.$E, 1.8E, 3-1/2"x3-1/2" Support: Non -wood Total length: 8'; Clear span: 8'; volume = 0.7 cu.ft. Pinned base; Load face = width(b); Ke x Lb: 1.0 x 8.0 = 8.0 [ft]; Ke x Ld: 1.0 x 8.0 = 8.0 [ft]; Analysis vs. Allowable $tress and Deflection using NDS 2015 ; Criterion Analysis Value Design Value Unit Analysis/Design Axial Axial Bearing fc = 616 fc = 616 Fc' '= 960 Fc* = 2500 psi psi fc/Fc' = 0.64 fc/Fc* = 0.25 Additional Data: FACTORS: F/E(psi)CD CM Ct CL/CP CV Cfu Cr Cfrt CF LC# Fc' 2500 1.00 - 1.00 0.384 - - - 1.00 - 2 Fc* 2500 1.00 - 1.00 - - - - 1.00 - 2 CRITICAL LOAD COMBINATIONS: Axial : LC #2 = D+L, P = 7540 lbs D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake A11 LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2015 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC Internatignal Building Code (IBC 2015), the National Design Specification (NDS 2015), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. SCL - Columns (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 4. FIRE RATING: LVL, PSL and LSL are not rated for fire endurance. WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 21 09 Post Woo0Works® Sizer 11.1 Page 2 a City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director October 10, 2019 Daniel Melesse 16228 42nd Ave S Tukwila, WA 98188 RE: Request for Extension #1 Permit Number D18-0345 Dear Daniel, This letter is in response to your written request for an extension to Permit D18-0345. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through April 12, 2020 If you should have any questions, please contact our office at (206) 431-3670. Sincerely, 4114 Rachelle Ripley Permit Coordinator File: Permit No. D18-0345 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov ei,t) a -e 61- n vceyyvit �lg-o3 U5, Dokyvkirl, mei sc VL:7-11 c, 2nd rIle5dY1 , vi/\ ce, cYCYtrc)&a L6 u 2c5i) u Jepect,t, )/ ri D `-z; ( • RECEIVED CITY OF TUKWILA SEP 062019 ��e�/� PERMIT CENTER 0 i Request for Extension # Current Expiration Date: 10'041 Extension Request: "� KI Approved for /fo days _ Denied (provide explanation) Signature/Initials 9/3/2019 DAN GARVIDA 12613 SE 237 PL KENT, WA 98031 Q a City of Tukwila Department of Community Development RE: Permit No. D18-0345 MELESSE RESIDENCE 16228 42 AVE S 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 10/12/2019. 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 fmal 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 10/12/2019, 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, Bill Rambo Permit Technician File No: D18-0345 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 3/1/2019 DAN GARVIDA 12613 SE 237 PL KENT, WA 98031 City of Tukwila Department of Community Development RE: Permit Application No. D18-0345 MELESSE RESIDENCE 16228 42 AVE S Dear DAN GARVIDA, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 10/29/2018, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical 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 on 4/29/2019. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete 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 we do not receive your written request for extension or 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, 7?,Jit Bill Rambo Permit Technician File No: D18-0345 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development February 17, 2019 DAN GARVIDA 12613 SE 237 PL KENT, WA 98031 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D18-0345 MELESSE RESIDENCE - 16228 42 AVE S Dear DAN GARVIDA, Allan Ekberg, 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 - C DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. This new plan set has engineering and engineer's stamp on calculations and plan sheets. However, the stamps are missing the engineer's date of signature. Provide new plans and calculations with engineer's stamp, signature and include the date of the signature. One set shall have the original "wet" stamp and signature by the engineer. See General Notes above. 2. The revised plans are not consistent with the first set of plans from October 2018. These plans indicate existing ramp. However, the first set indicated new ramp. The previous plans also indicated new basement entry door. The previous correction memo requested ramp details and engineering with details for the new entry door. The new elevations are not consistent with the information about the ramp and it appears the ramp leading to the basement is below grade where it also appears the ramp walls are new retaining walls apparently done without a permit according with code enforcement case CE17-0327. Please provide clarification and provide specific and accurate information with details that clearly shows all new work for this project. Plans shall show consistency in "all" plan details for "all" the new construction performed on this project. The plans shall include engineered retaining wall details and calculations with accurate ramp specifications. (See previous memo notes below) [2. From the previous correction memo, it appeared a door is to be cut into the foundation. This shall require more specific details and it shall be determined that removing material at that location of the wall to create a doorway, shall not affect the structural stability of the building for lateral seismic movement. Location of that door may be critical. An engineer may be required. Please provide clarification.] 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 rte, f [3. The ramp details are not clear. Ramp details shall include specifications for guardrails, handrails, slope 1:12, ramp curb, landing change in direction shall be a minimum clear width of 5 feet. Maneuvering clearances for ramp at doorway shall comply with accessible codes. (2009 ANSI 405 Sections 404.2.3, 404.3.2, 405.7.4 & 304.3).] Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) 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)433-7165. Rachelle Ripley Permit Technician File No. D18-0345 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 -mss ICT1-f4L, 1 s -1z) 6T1 �'f 11 1 AL1 G-L�1 i9 -e '(t-�'nn v -LL 17s 1 -1A -v__ "‘70,'OT" tk RECEIVED CITY OF TUKWILA JAN 2 8 2019 PERMIT CENTER City of Tukwila Department of Community Development November 05, 2018 DANIEL MELESSE 3809 S 176 ST SEATAC, WA 98188 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0345 MELESSE RESIDENCE - 16228 42 AVE S Dear DANIEL MELESSE, Allan Ekberg, 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 INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11 x 17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. The plans provided are not to scale and do not have all the necessary details. Provide, enlarged section details of work (cross sections) indicating sizes and types of hardware and materials, concrete and steel specifications, ramp and rail details per code for wheelchair accessibility etc. all to include dimensions. This information and details shall be required, no exceptions. The notes and marks provided are rather sketchy without the clarification and details required. Codes shall reference and comply with 2015 IRC. 2. From the previous correction memo, it appeared a door is to be cut into the foundation. This shall require more specific details and it shall be determined that removing material at that location of the wall to create a doorway, shall not affect the structural stability of the building for lateral seismic movement. Location of that door may be critical. An engineer may be required. Please provide clarification. 3. The ramp details are not clear. Ramp details shall include specifications for guardrails, handrails, slope 1:12, ramp curb, landing change in direction shall be a minimum clear width of 5 feet. Maneuvering clearances for ramp at doorway shall comply with accessible codes. (2009 ANSI 405 Sections 404.2.3, 404.3.2, 405.7.4 & 304.3). 4. Provide complete details for new stairs with dimensions and specify connecting hardware. 5. The plan shows new concrete walls with a fence on top. An engineer shall be required to provide details and 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 LJ specifications for the new concrete walls. Provide engineered details for the new wall and fence. 6. Provide complete and specific details for the new deck. Details shall specify all hardware connections for post to beam and post to foundation connections. Details shall include all Leger connections and specify all materials and grade of the materials. Show guard rail details and how they are connected to the deck. Guards shall be built to withstand 2001b. lateral pressure at any point of the guardrail. 7. All plans and details shall be clear and neatly drawn to scale. New construction plans and details shall be complete with dimensions of all related work. Notes and lettering shall be to a legible size and clear to read. Cloud all areas of new work or clearly indicate what is existing and new propose work. Engineer's plans and details shall be stamped, signed with date of signature. Note: Contingent on response to these corrections, further plan review may request for additional corrections. PLANNING DEPARTMENT: MAX BAKER at (206)-431-3683 if you have questions regarding these comments. • 1. Site plans indicate that the basement level is to be utilized as an office space. Office parking space requirements are 3 spaces per 1,000 sq. ft. Basement level appears to be approximately 900 square feet, requiring 3 parking spaces. 2. 3 bedrooms are indicated within the residence, requiring 3 parking spaces to be provided. 3. Indicate where required parking (6 spaces in total) will be located on site and the form of approved durable uniform surface that will be installed. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) 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)433-7165. Sincerely, 1 achel a Riley l Permit Technician File No. D18-0345 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COW: PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0345 PROJECT NAME: MELESSE RESIDENCE SITE ADDRESS: 16228 42ND AVE S Original Plan Submittal X Response to Correction Letter # 2 DATE: 04/03/19 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division II Public Works Fire Prevention Structural n Planning Division nPermit Coordinator n PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 04/04/19 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 05/02/19 Approved n Approved with Conditions Corrections Required n Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY. c PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0345 DATE: 01/28/19 PROJECT NAME: MELESSE RESIDENCE SITE ADDRESS: 16228 42 AVE S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: kTcd b H1 Building Division gi Public Works Fire Prevention Structural MM pip fl Planning Division Permit Coordinator ip PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 01/29/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews (ie: Zoning Issues) DUE DATE: 02/26/19 n n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Ping ❑ PW ❑ Staff Initials: gia--.4 12/18/2013 PERMIT COORD COPY. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0345 PROJECT NAME: MELESSE RESIDENCE SITE ADDRESS: 16628 42 AVE S X Original Plan Submittal Response to Correction Letter # DATE: 10/29/18 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: R-\\ 00W 11\1 Building Division Public Works Fire Prevention Structural MO to4I`fi Planning Division Permit Coordinator 1111 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 10/30/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Corrections Required n Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 11/27/18 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: \ Departments issued corrections: Bldg Fire ❑ Ping PW ❑ Staff Initials: Pr2.- 12/18/2013 City Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: APRIL 1, 2019 Plan Check/Permit Number: D18-0345 ❑ Response to Incomplete Letter # RECEIVED ® Response to Correction Letter # 2 CITY OF TUKWILA n Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: MELESSE RESIDENCE APR 0 3 2019 PERMIT CENTER Project Address: 16228 42nd AVE. S. Contact Person: DAN GARVIDA Phone Number: 206.261.2418 Summary of Revision: RESPONSE: 1. REVISED PLAN AND CALCULATIONS HAVE WET STAMP, SIGNATURE, AND DATE 2. REVISED PLAN'S ANNOTATION IS UPDATED TO CLARIFY EXISTING AND NEW. SHEET A-501 IS ADDED TO SHOW RAMP DETAILS AND SPECS. NEW DOOR OPENING ON THE BASEMENT IS ANNOTATED AS SUCH. A STAMPED LETTER OF CLARIFICATION FROM THE STRUCTURAL ENGINEER IS INCLUDED WITH THIS RESUBMITTAL. 3. RAMP DETAIL CAN BE FOUND ON SHEET A-501 Sheet Number(s): "Cloud" or highlight all areas of revision including dat of revision Received at the City of Tukwila Permit Center b alzthMte _ ; Entered in TRAKiT on J-/- 3- /9 i Date: City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: htto:L./www TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ,12,18 91t Response Plan Check/Permit Number: ❑ Response to Incomplete Letter # VResponse to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # RECEIVED CITY OF TUKWILA JAN 282019 MV/k1/7..S-e. � PERMIT CENTER Project Name: Project Address: i (0'1;131/?42 -i-. iD v - Contact Person: s� N v ' \ Phone Number: dc? '24) Summary of Revision: -I� O S htfk)5 YR -N 49E9 i y pq- Ct - ��.g�l ( tour 1s 'P 11 01W isJp�012=C1 f�i�i9�il� D p641419 vis`ricw:1 • Pop ks pt -T PST dr- m-\-,�s Grp( o'Mt.sL BKIA (04 '60 cit\-rti-\- ,vr-oc;c— oto 71 onr- cp\ • -PFS tas� t����' �� t�t- c�o3 pis • Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisio • c� Received at the City of Tukwila Permit Center by: al' Entered in TRAKiT on 1-)-e-17I W:\Permit Center\Templates\Forms\Revision Submittal Formdoc Revised: August 2015 e CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplanoci.tukwila.wa.us Permit Center/Building Division 206 431-3670 Public Works Department 206 433-0179 Planning Division 206 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING [please print name] , states as follows: PERMIT NO: j t� — 03 cy$ 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 11, 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. \\`.N‘m \ itt`) ,, �t..t t��ttttp F6 1T.A:; ,4, � �',l S.OTAkA d t134°t. oe‘-` WAS •111%%%..N• i k\ - `�- tag_fr, Owner/Owner's Agent* ttAAA ay/IAA Signed and sworn to before me this day of y', , 20/7 . N e T ' Y PUBLIC in and for the State of Washington Residing at Name as commissioned: My commission expires: , County v5/a9/aa, 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 46.70 RCW who shall warranty service and repairs under chapter 46.70 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; 10. 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; f t fiY.. .*tt r .. 18. An entity who holdsa 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,`diiectly, and immediately appropriate to the like=in`-kind'replacethent 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. BUILDING CODE ANALYSIS SUMMARY OF THE PROJECT: RENOVATE EXISTING STRUCTURE & CONSTRUCT MEW DECK. BUILDING DEPARTMENT CONTACT: CITY OF TUKWILA COMMUNITY DEVELOPMENT DEPARTMENT / PUBLIC WORKS DEPARTMENT PERMIT CENTER 6300 SOUTHCENTER BLVD., SUITE 100 TUKWILA, WA 98188 APPLICABLE BUILDING CODES: 2015 INTERNATIONAL BUILDING CODE (IBC) 2014 NATIONAL ELECTRICAL CODE (NEC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 INTERNATIONAL FIRE CODE (IFC) • 2015 ACCESSIBILITY STANDARDS DANIEL MELESSE RENOVATION & NEW DECK ADDITION 16228 42ND AVE. S. TUKWILA, WA 98188 SHEET INDEX REVISIONS: ARCHITECTURAL SHEET: C-100 SITE PLAN, COVER SHEET & PROJECT INFO. A-100 MAIN FLOOR, BASEMENT/FOUNDATION PLANS A-200 ATTIC FLOOR, ROOR PLAN, & FRAMING PLANS A-300 SECTION VIEWS A-400 ELEVATION VIEWS A-500 CONSTRUCTION DETAILS PROPERTY INFORMATION: SITE ADDRESS: 16228 42ND AVE. S. TUKWILA, WA 98188 PARCEL #: 537980-0694 LEGAL DESC.: BLOCK: LOT: MC MICKEN HEIGHTS DIV #2 UNREC VAL OF UNDEEDED STS & ALLEYS INC IN ADJ LOT VAL S 1/2 OF S 1/2 OF N 1/2 LESS CO RD 5 38 ZONING: NCC LOT AREA: 10,018 SF (0.23 ACRES) AREA CALCULATIONS: TOTAL: HOUSE GARAGE, DETACED PORCH DECK, PROPOSED = 960 sf = 960 sf 1 = 36 sf = 237 sf PROJECT DIRECTORY OWNER: DANIEL MELESSE 16228 42ND AVE. S. TUKWILA, WA 98188 DESIGNER: DAN V. GARVIDA GARVIDA DESIGN GROUP, LLC 12613 SE 237TH PLACE KENT, WA 98031 206.261.2418 DANGARVIDA@GMAT L.COM STRUCTURAL ENGINEER: ROLAND HEIMISCH TECINSTRUCT, LLC 4111 164TH ST. SW, UNIT 51 LYNNWOOD, WA 98087 206.553.9076 RHEIMISCH@YAHOO.COM GENERAL CONTRACTOR: TO BE DETERMINED STRUCTURAL SHEET: S-1 STRUCTURAL NOTES Parma. pian mae'7f ansa ai ,.i aublett co airoa ana SSM_::i A; r! vai :if i:'Sirdc,:on ccc rne!`I$ QCe$ arc,'iC tte(; :Coe Q' 11'-0" w 0 O ❑ 1 T 1 30'-0" EXIST. CEDAR F NCE TOR -•'IN (E) LAN SITE PLAN, PROPOSED SCALE: 1" = 10'-0" ING 4 4'-0" LANDING 2 11' - 53/4" 1,0" EXIST. 44" HIGH CONC ET TOR AIN IMIMMIMMODIESCPWCIMED 344 REBAR TIEBACK, TYP.—J LANDING 1 6" CONC. R4TAINING 3'-8" 4'-0" 14' - 7114" (E) RAMP DN+ - 0 a ea m 138.00' exp---ppe—e—a • • /C--3-#5 REBAR • / TIEBACK, TYP. • /ENCASED W/ CONC NEW DECK 18" DIA. X 48" CONC. PIER 237 SF EXISTING TO REMAIN (HATCHEC AREA) EXIST. 1" GALV. EYE BOLT W/ 8"X12"X1/2" GALV PLATES TYP. • • • • \ / 1 1 1 0" 23'-91/4" (E) 4" CURB 28'-0" T-0" NEW STAIRS 50 SF • 4'X5'8" LANDING (22 SF) .-(E) GRAVEL DRIVEWAY— " ' 11 �) EXISTING GATE TO REMAIN i 138.00' 1 i 1 EXISTING 6X6 PT RETAINING WALL, HEIGHT VARIES FROM 18"-30" 18'-0" 24' - 2" EXIST. 24" HIGH CONC. RETAINING WALL TO REMAIN EXIST. 24" CONC. RETAINING WALL TO REMAIN 24' - 0" 1 EXISTING ACCESSORY y 7 STRUCTURE TO REMAIN SEPARATE PER:v ;T AND APPROVAL REQUIRED 1 SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Coat; Piping City BUILDING DINASION c;",anaea ai *OM nr TUkSk aev svr[:".,tta: and rri alisobassalcalotmems 1 1 i I 1 1 oco N r.X :;; ;apn" mti41= tati SITE LOCATION '. 'A -I '-EA••'1 LaborWorlotin 1-444 `Staffing Specialist`s • yyir11 t `� r. 000490 Self Stortg 9',7" • el . i..._ .... _-.__.:. ..._._.._ + r ; _r Extra Car Airport Parkipg 9 51644, st `- bornino 8 +iiia 9 'y Ulysses' a 9 �, r Jasper's Coffee . oy n. — t�—;!!wI,• • •. - a ATM (Wells FaratRerkl itYr t''. ,: ( VICINITY MAP (NOT TO SCALE) Chevron ' T .., DinOettter ' 8164th Se r r t.,.- L'. RECEIVED CITY OF TUKWILA APR 0 3 2019 PERMIT CENTER Garvida Design Group, LLC 12813 SE 237TH PLACE KENT, WA 98031 206.261.2418 Dan Garvida dangarvida@gmail.com RLV,Ett ;:n F OR� CODE COMPLIANCE APPROVED At r : 2 44 City of Tukw la as BUILDING DVI 310N1 ft, SITE PLAN & PROJECT INFORMATION REVISIONS: MAR.22.2019 DORRE gitF T R * GDG Project Dw'034's 2018_039 Date: Jan.01.2019 Drawn by: Dan Garvida Checked by: D. Melesse C-100 Scale: AS NOTED DOOR SCHEDULE Mark Width Height Description 1-01 3' - 0" 6' - 8" EXISTING EXTERIOR, MAIN ENTRY, METAL WITH SOLID FOAM CORE. U- 20 1-02 3' -0" 6' - 6" NEW EXTERIOR DOOR, U-.20, METAL WITH FOAM CORE 1-03 2'-6" 6'-8" EXISTING INTERIOR TO REMAIN 1-04 2'-8" 6'-8" EXISTING INTERIOR TO REMAIN 1-05 2'-4" 6'-8" EXISTING INTERIOR TO REMAIN 1-06 3' - 0" 6' - 8" EXISTING EXTERIOR, MAIN ENTRY, METAL WITH SOLID FOAM CORE, U-20 1-07 2' -6" 6' - 8" EXISTING INTERIOR TO REMAIN 1-08 2' -6" 6' - 8" EXISTING INTERIOR TO REMAIN 2-01 34- 0" 6' - 8" EXISTING EXTERIOR, MAIN ENTRY, METAL WITH SOLID FOAM CORE, U-.20 2-02 2' -10" 6' - 8" EXISTING EXTERIOR, MAIN ENTRY, METAL WITH SOLID FOAM CORE, U-.20 2-03 2'-6" 6'-8" EXISTING INTERIOR TO REMAIN 2-04 2' - 8" 6' - 8" EXISTING INTERIOR TO REMAIN 2-05 2' - 6" 6' - 8" EXISTING INTERIOR TO REMAIN 2-06 2'-6" 6'-8" EXISTING INTERIOR TO REMAIN 2-07 2'-6" 6'-8" EXISTING INTERIOR TO REMAIN 2-08 2'-6" 6'-6" EXISTING INTERIOR TO REMAIN 3-01 3' - 0" 6' - 8" NEW EXTERIOR DOOR, LI -20, METAL WITH FOAM CORE 3-02 2'-6" 6'-8" EXISTING INTERIOR TO REMAIN 3-03 2'-6" 6'-8" EXISTING INTERIOR 10 REMAIN 3-04 2'-6" 6'-4" EXISTING INTERIOR TO REMAIN 3-05 2'-6" 6'-4" EXISTING INTERIOR TO REMAIN 0 x:5112" Ant. 28'-0" WINDOW SCHEDULE Type Mark Width Height Description W1 2'-6" 5'-0" NEW, VINYL FRAME, DOUBLE HUNG, PLY -GEM WINDOW, 11-.31 W2 2'-6" 5'-0" NEW, VINYL FRAME, DOUBLE HUNG, PLY -GEM WINDOW, U-.31 W3 2' - 6" 4' - 0" NEW, VINYL FRAME, DOUBLE HUNG, PLY -GEM WINDOW, U-.31 W4 2' - 6" 5' - 0" NEW, VINYL FRAME, DOUBLE HUNG, PLY -GEM WINDOW, U-.31 W5 2'-6" 5'-0" NEW, VINYL FRAME, DOUBLE HUNG, PLY -GEM WINDOW, U-.31 W6 2'-6" 6'-0" NEW, VINYL FRAME, DOUBLE HUNG, PLY -GEM WINDOW, U-.31 W7 3' - 0' 5' - 0" NEW, VINYL FRAME, FIXED, PLY -GEM WINDOW, U-.31 WB 2' -6" 5'-0" NEW, VINYL. FRAME, DOUBLE HUNG, PLY -GEM WINDOW, U-31 W9 3' -0" 5' - 0" NEW, VINYL FRAME, DOUBLE HUNG, PLY -GEM WINDOW, U-.31 W10 3' -0" 5' - 0" NEW, VINYL FRAME, DOUBLE HUNG, PLY -GEM WINDOW, U-.31 W11 2' -6" 5' - 0" NEW, VINYL FRAME, DOUBLE HUNG, PLY -GEM WINDOW, U-.31 W12 2' - 6" 5' - 0" NEW, VINYL FRAME, DOUBLE HUNG, PLY -GEM WINDOW, U-.31 W13 2' - 6" 5' - 0" NEW, VINYL FRAME, DOUBLE HUNG, PLY -GEM WINDOW, U-.31 W14 2'-6" 4'-0" NEW, VINYL FRAME, DOUBLE HUNG, PLY -GEM WINDOW, U-.31 W15 4'-0" 4'-0" NEW, VINYL FRAME, HOR. SLIDER, U-.31 W16 4' - 0" 4' - 0" NEW, VINYL FRAME, HOR. SLIDER, U-.31 F f• EXISTING FOUNDATION 'TO REMAIN -CUT OPENING FO NEW EXT. DOOR 7'-9" t d IT 1 4 u 1 I I I EXT(NI4 C ur.t 1 I I L r I I L _ J NEW FOOTINGS 18"X18"X8"W/ 344 EA. WAY v b, NEW FOOTINt $ 18"X18"X8" / 344 EA. WAY Al EXISTING FOUNDATION TO REMAIN FOUNDATION & BASEMENT PLAN (EXISTING TO REMAIN) SCALE 114= r-0' LIST OF DESIGNATED MEMBERS: Key No. 01 Key No. 02 Key No. 03 Key No, 04 Key No. 05 Key No. 06 Key No. 07 Key No. 0I Key No. 09 Key No.10 Dock Joke, HF No, 2, Ur, Q IR" 04, CantSwerod Deck Joklte, 4 ply, HF No. 2, (4) 2x8", P,T, Stair HF No. Z, 2x12, a 12" o.c,. P.T. Beam, HF No. 2, 4x8", P.T. Exist. Header, verify min DF No. 2.4x8" Deck Post, HF No. 2, 4x4", P.T. Spr ac Footing, 1c a 2,500 pal,1IX1Ix$" Beem,;Glulem WS, 24F-1.IE, s-it2912" Post, PI! 1. SE, 3 -112x3 -1/r IPnul Footing, fc • 2,500 Pel, IOx3Ox8" • 2 12'-5112" 2'-7" 12'-111/2" 9 -9" 07 ALL FOOTINGS 18"X18"XB"W/ 1 34#4 EA. WAY 8 i EXIST. EXT`WALL TO REMAIN (E) BEDROOM RM 4:124 AREA:129 SF RONT PORCH LANDING DN J 1 (2-08) 1 —(E) FIREPLACE MAIN ENTRY DR. WALLS TO REMAIN (SOLID LINES) (E) LIVING ROOM RM #:121 AREA232 SF EXIST. WALL TO REMAIN WS W4 5'-4" EXIST. EXT. WALL TO REMAIN (E) BEDROOM RM=:123 AREA:115 SF EXIST. INT. WALL TO REMAIN, TYP. ID N I❑ I - L1J r L i b 1-i _C�yall LLJ 3' 9""� CI (2-04) POST---/_ 1 (2-03)U u �Ir—r DEMO WALL l 1 (DASHED LINES) I i4 1(1 VI I 0 BATHROO RM t122 AREA:::F `EXIST. WALL TO REMAIN DINING AREA RM t.120 AREA:171 SFl `rn N 1 i R r r —i L9 DEMO WALL 0 N REF. landing EXIST. STAIRS in i1) OoO O O_ KITCHEN 0 0 EXIST. EXT. WALL TO REMAIN r to 28'-0" DEMO WALL 35' - 0" REMOVE AND REPLACE ALL EXTERIOR WINDOW WITH SAME SIZE. SEE WINDOW SCHED. MAIN FLOOR DEMOLITION PLAN SCALE: 1/4" = 1'-0" ( A C) Garvida Design Group, LLC 12613 SE 237TH PLACE KENT, WA 98031 206.261.2418 Dan Garvida dangarvida(fig ma il. com (91'l(Di � (S MELESSE RENOVATION & DECK ADDITION co m . ,- 0 0 co o > > co aQ>� o > M Z N Q J J CO NYLijU J- < 0 RE -c7::::.7:6 -Hit CODE COv,/I; ! IANCE APPROVED Af r; 12 2019 i City or Tukwila BUILDING DIVISION 1 RECEIVED CITY OF TUKWILA APR 0 3 2019 PERMIT CENTER Pltb-omq MAIN FLOOR & FOUNDATION PLANS REVISIONS: MAR.22.2019 GDG Project*: 2018 039 Date: Jan.01.2019 Drawn by: Dan Garvida Checked by: D. Meknes A-100 Scale: AS NOTED (STING FURRING WALL 4X8 DF#2 HEADER ORE N 13'-0114" EXIST. DOOR eOFFICE TO REMAIN RM t129 AREA:133 SF %EXIS111NG TO R i INTERIOR WALLS MAIN (E) COMMON AREA / 111111°S. b1 RM11:128 AREA279 SF N 8\ — 1 FOUNDATION IC (E) ( OFFICE RM # 130 ARE :83 SF (1-06) 6 6" • I L_J I 30"X30"X8" m W1444 EA. WAY (1-05) , _ _ (1-03) (E I STORAGE 1.04 ( RR (E) RR R1'• AR n.. "• -' *126 AREA:30 SF RM11:127 AREA:50 SF (E) FURRING WALL r(E) FOUNDATION 1 . 7'-9" t d IT 1 4 u 1 I I I EXT(NI4 C ur.t 1 I I L r I I L _ J NEW FOOTINGS 18"X18"X8"W/ 344 EA. WAY v b, NEW FOOTINt $ 18"X18"X8" / 344 EA. WAY Al EXISTING FOUNDATION TO REMAIN FOUNDATION & BASEMENT PLAN (EXISTING TO REMAIN) SCALE 114= r-0' LIST OF DESIGNATED MEMBERS: Key No. 01 Key No. 02 Key No. 03 Key No, 04 Key No. 05 Key No. 06 Key No. 07 Key No. 0I Key No. 09 Key No.10 Dock Joke, HF No, 2, Ur, Q IR" 04, CantSwerod Deck Joklte, 4 ply, HF No. 2, (4) 2x8", P,T, Stair HF No. Z, 2x12, a 12" o.c,. P.T. Beam, HF No. 2, 4x8", P.T. Exist. Header, verify min DF No. 2.4x8" Deck Post, HF No. 2, 4x4", P.T. Spr ac Footing, 1c a 2,500 pal,1IX1Ix$" Beem,;Glulem WS, 24F-1.IE, s-it2912" Post, PI! 1. SE, 3 -112x3 -1/r IPnul Footing, fc • 2,500 Pel, IOx3Ox8" • 2 12'-5112" 2'-7" 12'-111/2" 9 -9" 07 ALL FOOTINGS 18"X18"XB"W/ 1 34#4 EA. WAY 8 i EXIST. EXT`WALL TO REMAIN (E) BEDROOM RM 4:124 AREA:129 SF RONT PORCH LANDING DN J 1 (2-08) 1 —(E) FIREPLACE MAIN ENTRY DR. WALLS TO REMAIN (SOLID LINES) (E) LIVING ROOM RM #:121 AREA232 SF EXIST. WALL TO REMAIN WS W4 5'-4" EXIST. EXT. WALL TO REMAIN (E) BEDROOM RM=:123 AREA:115 SF EXIST. INT. WALL TO REMAIN, TYP. ID N I❑ I - L1J r L i b 1-i _C�yall LLJ 3' 9""� CI (2-04) POST---/_ 1 (2-03)U u �Ir—r DEMO WALL l 1 (DASHED LINES) I i4 1(1 VI I 0 BATHROO RM t122 AREA:::F `EXIST. WALL TO REMAIN DINING AREA RM t.120 AREA:171 SFl `rn N 1 i R r r —i L9 DEMO WALL 0 N REF. landing EXIST. STAIRS in i1) OoO O O_ KITCHEN 0 0 EXIST. EXT. WALL TO REMAIN r to 28'-0" DEMO WALL 35' - 0" REMOVE AND REPLACE ALL EXTERIOR WINDOW WITH SAME SIZE. SEE WINDOW SCHED. MAIN FLOOR DEMOLITION PLAN SCALE: 1/4" = 1'-0" ( A C) Garvida Design Group, LLC 12613 SE 237TH PLACE KENT, WA 98031 206.261.2418 Dan Garvida dangarvida(fig ma il. com (91'l(Di � (S MELESSE RENOVATION & DECK ADDITION co m . ,- 0 0 co o > > co aQ>� o > M Z N Q J J CO NYLijU J- < 0 RE -c7::::.7:6 -Hit CODE COv,/I; ! IANCE APPROVED Af r; 12 2019 i City or Tukwila BUILDING DIVISION 1 RECEIVED CITY OF TUKWILA APR 0 3 2019 PERMIT CENTER Pltb-omq MAIN FLOOR & FOUNDATION PLANS REVISIONS: MAR.22.2019 GDG Project*: 2018 039 Date: Jan.01.2019 Drawn by: Dan Garvida Checked by: D. Meknes A-100 Scale: AS NOTED 3 A-300 LIST OF DESIGNATED MEMBERS: My No. 61 Kay No. 42 Key No 03 Key No. 04 KeyNo.16 Kay No. OS Key No" 07 Kay No. 011 Key No. 02 Kay No. 10 Dock Jobb, HF No. z 2x1r, l ' me. Candi verad Dock Joists, 4ply, HF No. 2, IM Ztr, P.T. at*I D aae►, tai kgMs,HPNo. 2,J,At,®1roa.P.T. F No. 2, 4x6", P.T. Isdsr, verify min OF No. 2, 4xr Cook Pool, HF No. 2, 4ae4"", P.T. e r -d Footing. fc a 2„501 ps41Ixlle S ant, GWlom Wer, 24F-uE, s-sne1Y Post, Mtn, 3.1124-112" Spud Footles fc *MOO w+. 3OxIOxr 28' - 0" GENERAL NOTES: 1. 00 NOT SCALE THESE DRAWINGS: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL. CONTACT THE SUPERINTENDENT WITH ANY CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK. 2. ON-SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB -CONTRACTORS. EACH SUB -CONTRACTOR SHALL REPORT TO THE SUPERINTENDENT ANY DISCREPANCY OR OTHER QUESTIONS PERTAINING TO THE DRAWINGS AND/OR SPECIFICATIONS. 3. ITIS THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE 2009 INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE LOCAL, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK. 4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE OF WORK. 5. SMOKE DETECTORS: ALTERATIONS, REPAIRS 8 ADDITIONS - SMOKE DETECTORS SHALL BE INTERCONNECTED 8 HARD -WIRED THROUGHOUT. 6. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 7. ALL HEADERS TO BE 4 X 8 DF#2 UNLESS OTHERWISE NOTED. 8. ALL FRAMING NAILINGS TO MEET IRC 2009. BLOCK ALL PLYWOOD EDGEWOOD AND NAIL WITH 10d @ 6" O.C. TYPICAL ALL EXTERIOR WALL. 12'_0" ArPT POST, TYP dl (e) ATTIC ACCESS (3-05) PLAYROOM RM #131 AREA:119 SF STORAGE 0 5' - 6 3/4" STORAGE (3-04) (3-03) (3-02) DEN RM # 132 !AREA' 133 SF ATTIC SPACE 36" GUARDRAIL ROOF GUTTER WATERPROOFED3.— DECK, SLOPED—P— CO LOPED—` m Ko,r. DN ATTIC FLOOR & DECK PLAN SCALE: 1/4"= 1'-0" w 0 w w ROOF GUTTEIr WATERPROOFED DECK, SLOPED w 36" GUARDRAIL J 40 A B, 1 i 9. FIRE BLOCKING ALL ALL PLUMBING PENETRATION 10. FINISH ALL WALLS AND CEILING WITH 112" GWB 11. ALL WINDOWS MUST NOT EXCEED 44" FROM FLOOR TO SILL 12. EACH DWELLING UNIT IS REQUIRED TO BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULAR TEMPERATURE 13. MINIMUM 50% OF ALL INTERIOR LUMINARIES SHALL BE HIGH EFFICACY LUMINARIES. ALL EXTERIOR LIGHTING SHALL BE HIGH EFFICACY LUMINARIES 14. A RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE COMPLYING WITH SEC 105.4 IS REQUIRED TO BE COMPLETED BY THE DESIGN PROFESSIONAL OR BUILDER AND PERMANENTLY POSTED WITHIN 3' OF THE ELECTRICAL PANEL PRIOR TO INSPECTION 15. DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION 16. MECHANICAL WHOLE HOUSE VENTILATION SYSTEM IS BEING PROVIDED BY AN EXISTING SYSTEM INTEGRATED WITH FORCED -AIR SYSTEMS 17. A SEPARATE ELECTRICAL PERMIT IS REQUIRED. EXISTING HDR TO REMAIN ;3 7'-0" DOUBLE JOISTS ,—ALL POST 2X8 PT @ 12" O.C. • 02 UBLE JOISTS, 1 L. , — k-t=t EXISTING HDR TO REMAIN 03 2X12 PT STRINGERS 041 MID SPAN BEAM �EQIEQjrEQ EXISTING CEILING JOISTS TO REMAIN EXISTING HDR TO REMAIN 08 ROOF & DECK FRAMING PLAN SCALE: 1/4" = 1'-0" Garvida Design Group, LLC 12613 SE 237TH PLACE KENT, WA 98031 206.261.2418 Dan Garvida dangarvida@gmail.com Ott(0(/ 1� MELESSE RENOVATION & DECK ADDITION -coO i e co Qarn co Z N co W co D CL N H Q D - CODE CO"vrI:'LIANCE P APPROVED rt ,Pi. i k itiiS 1 R ISIONS: City I E3UILD NG Diu M .22.2019 RECEIVED CITY OF TUKWILA Date: Jan.01.2019 2R 032019 :3ERtdlT CENTER GDG Project#: 2018_039 V6-03 Drawn by: Dan Garvida Checked by: D. Melesse A-200 Scale: AS NOTED Rene 18' - 7 23/32" Dormer ToP t 1�5'-10" a Attic Level Top 10"8' - ph Of TOf Plate 8'-2" Maio Floor 0'-0-0" da Basement ToP . 4 -10" :.: •111 • Basement 11 I I SECTION 1 SCALE: 1/4' =1'-0" da�Rid geline mu/ 18' - 7 23/32" d _Dormer ToP - 10" OTP aat mu 8'-2" Main Floor gif 0'-0" EXISTING/FINISH GRADE a Basement miJ -8' -1" Y s -LT my, clionstesteastesstossesast H-♦ ke.e.so 444.04441160�1 EXIST. BATT INSUL. EXIST. INSUL. EXIST. 5/8 GWB EXITS. 5/8" GWB —EXIST. CONC. SLAE • 3 `' J -1 1 1-1 1 1-1 1 1---1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1_ SBI 4 Attic Level ' 8' - 10" 1;i. iII 1 SECTION 2 SCALE. 1/4" = 1'-0" I__ 111-1-.! Lk RF eline `l 18' - 7 23/32" Dormer ToP 15'-10" Attic Level wi 8' - 10" ToOf Plate 8' - 2" Ana 0'Floor- 0" LkBasement ToP -0' - 10" auk 8'1" Basement ±11— I I 111I (2 T r .: • ;11: "41117 • "Sp -^Y 1.776 iTddWWVVVVVVgVVVwVVV EXIST EXIST. LATH & 3ATT INSUL. PLASTER 111111N1N111111111/1/111111111l1111164.41111/111114611.11111111111111111INN 111 111111111 pC -YEXIST. BATT INSUL --- EXIST. 5/8" GWB EXIST. BATT INSU EXIST. 5/8" GWB • • • • • • • • • SECTION 3 SCALE: 1/4' = 1'-0" 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 III -111-111-111-111-111 REVIEVi'L'D FOR CODE COMPLIANCE APPROVED APR 1 2 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 3 2019 r'ERMIT CENTER PlcSibtogi Garvida Design Group, LLC 12613 SE 237TH PLACE KENT, WA 98031 206.261.2418 Dan Garvida dangarvidaagmail.com MELESSE RENOVATION & DECK ADDITION SECTION VIEWS & DETAILS REVISIONS: MAR.22.2019 n GDG Project #: 2018_039 Date: Jan.01.2019 Drawn by: Dan Garvida Checked by D. Melesse A-300 Scale: AS NOTED 12613 SE 237TH PLACE KENT, WA 98031 206.261.2418 Dan Garvida dangarvida@gmail.com 11111 I EIi 1111/1 i!�u�rIIIIIIIIIHI1 � Ii�IiilIIIIIII1�.IIC11f111nn nuuIIuIII Iun/I., II11!l] ill nnn�nnn �� 11 1 )iFdiLbiit ;1IIIIIIII� �-I ■■ i MI AREA OF WORK DEMO ROOF & CONSTRUCT NEW DECK Attic Level NEW EXT. STAIRS ....� _til.-...:..- ' NEW REPLACED WINDOWS TYP. TO ALL EXTERIOR WIN City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 3 WS PERMIT CENTER Guardrail Attachment (Guardrails are required when the deck is more than 30 inches above grade.) W O.D. galvanized bolt or threaded rod w/ nuts & washers 4x4 min. post @ 8'0" o.c. max., Typ Vismh and S ma Mln. 1800# tension device W O.D. gatvanaed bon or threaded rod w/ nuts & washers Deis Z}pnhand&nmi, rmki Note: Use above details for guard connections or provide engineered design that shows Guards can resist a single concentrated Toad of 200 am applied in arty direction at any point along the top and have attachment devices and supporting structure to transfer this load to appropriate structural elements of the building per IBC sec 1607.7.1.1 GUARDRAIL ATTACHMENT DETAIL SCALE: 3/4" = 1'-0" Sheathing Siding Flashing Decking Joists Joist Hangers Treated 2x ledger Min. Section A tart �lii�l►�'�'il1 78000 tension straps 2x8 min. blocking 7min Section B 750# capacity holddown device at 4 locations evenly distributed along the deck and within 2 ft of each end. Install per manufacturer Fully threaded 3/8" diameter lag screw predrilled with a minirtium of 3 in embedment into solid framing. Option # 2 (Existing Construction Only) LEDGER CONNECTION TO EXISTING RIM JOIST SCALE: 1 1/2" = 1'-0" sere on nal tan see d each us run of ar Moht "th tour or more HANDRAIL DETAIL SCALE: 3/4" = 1'-0" Placement of Lag Screws and Bolts in Ledgers (Reference IRC Figure 5071.1(2)) EXTERIOR SHEATHING EXISTING STUD WALL Existing 2x BAND JOIST OR ENGINEERING RIM BOARD Post to Beam Connection w/ Knee Brace (Knee braces are required on posts greater than 4 feet in height.) Or 1/3 the height lithe post, whichever Is greater Corrosion resistant. metal column cap. Fdrow manufacturer's Installation Instructions. E DECK JOIST LAG SCREWS OR BOLTS JOIST HANGER PLACEMENT OF LAG SCREWS & BOLTS SCALE: 1 12" = 1'-0" Beern splices must occur over poets 1rit1 1-1/2" nit bearing ase Altemate Knee Brace Dotal: 2x4 lines trap face nailed at side of port and base with 4-16d nails at each face and comedian KNEE BRACING DETAIL SCALE: vr = 1'-0" 4 x 4 tutee braes (1)3/8" darned; th►u-bolt or 112 Mag screws with washers, top & bottom (typical) Pressure treated wood post A" 08 =1 I I-111=111—_= -1�1 � I � 11 �III —III 1—I 11= I1111IIIIIIIIIII11 STRINGERS 4" CONC. PAD 2X6 PT W/ —I 3-1/2"X5" GALV EXP. BOLT STAIRS CONNECTION @ LANDING SCALE: 3/4" = 1'-0" -500 SECTION THRU DECK STAIRS SCALE: 1/4" =1141" 0 i, 6X6 PT POST, TYP. 07 NC. FOOTING / EXISTING & �_ f FINISH GRADE I i i i 1-1 i-1 1 —ill -1I I I - SIMPSON AC6 SCALE: 1 1/2" = 1'-0" SIMPSON HDU SCALE: 1 1/2" = 1-0" WATERPROOFING MATERIALS OVER 3/4" PLYWOOD DECKING 2X8 PT FLOOR JOISTS DOUBLE JOISTS DOUBLE 2X6 PT STRINGERS STAIRS CONNECTION (a TOP LANDING SCALE: 3/4" =11-0" CBSQ66 SCALE: 1 1/2" = 1'-O" STAIRS RISE & RUN DETAIL SCALE: 3/4" = 1'-0" CODE CCPat4 LIANCE APPROVED APF; 12 2819 'r W• City of Tukwila BUILDING DIVISION 1 RECEIVED CITY OF TUKWILA APR 0 3 2019 PERMIT CENTER Pi(6/02fric Garvida Design Group, LLC 12613 SE 237TH PLACE KENT, WA 98031 206.261.2418 Dan Garvida dangarvida@gmail.com 047o///5 O 0 Q 0 uJ 0 0 z O 0 W co w Lu J W CO CONSTRUCTIOND DETAILS REVISIONS: MAR.22.2019 /2\ GDGProject #: 2018_039 Date: Jan.01.2019 Drawn by: Dan Garvida Checked by: D. Melesse A-500 Scale: AS NOTED 1-114" HANDRAIL BEYOND EXIST. FOUNDATION WALL RAMP LANDING BEYOND EXIST. CONC. SLAB rrThr-rm 4'-0" RAMP LANDING a, 2" X 2" STEEL COLUMN 4"X4" X 114" WELDED WIRE MESH GUARDRAIL. MUST BE ABLE TO WITHSTAND 200 LBS OF PRESSURE AT ANY POINT STEEL PLATE FINISH/EXIST. GRADE DECORATIVE RETAINING STONE #4 VERTICAL © 24" O.C. 6" CONC. RETAINING WALL, TYP. SLOPES UP PARALLEL TO RAMP #4 HORIZONTAL @ 24" O.C., TYP. . RETAINING WALL SCALE: 1/2" = 1'-0" 1-1/4" PIPE HANDRAIL 6X6WWM 3/4" ALL TREADED ROD WELDED TO 344 REBAR OCCURS @ 3 LOCATIONS (E) CONCRETE WALL ALONG PROPERTY LINE —12"X4"X1/2" GALV STEEL PLATE 1" GALV. NUT z STEEL BRACKET STEEL PLATE WITH 2 ANCHOR BOLTS CONC. RETAININ WALL 1 1rz" 4" CONC. RAMP •a :'1•(r • • • 11 I 8•'RETAtNING;WALLI II 11• 1 r i J - I11 — i Ii-1 RAMP HANDRAIL DETAIL SCALE: 3" = 11-0" Exist Grade Level 3.916' (- 41-0") LANDING 5 11'-53/4" 4'-0 1:12 LANDING 4 1-1/4" PIPE HANDRAIL, TYP. GI LANDING 3 6'-91/2" 1:12 / 4'-0" LANDING 2 / 0 0 22' - 2" LANDING 2 4" CONCRETE RAMP 1:12 LANDING 1 _... I. 111 iI..I ,_I.. RAMP DETAIL SCALE: 1/4" =1'-0" Basement Level 0.00' (- 8'-1") CODE CO"r; LIANCE APPROVED Arl, 12 7_,14'19 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 31019 ERMI! c, ::IEri __TN/ bse Garvida Design Group, LLC 12613 SE 237TH PLACE KENT, WA 98031 206.261.2418 Dan Garvida dangarvrda@g mai i.corn 0(4 (0rl u MELESSE RENOVATION & DECK ADDITION MISCELLANEOUS DETAILS REVISIONS: MAR.22.2019 /2\ GDG Project #: 2018_039 Date: Jan.01.2019 Drawn by: Dan Garvida Checked by: D. Melesse A-501 Scale: AS NOTED