Loading...
HomeMy WebLinkAboutPermit D16-0257 - EXTINE RESIDENCE - REBUILD DECKSVACANT 11854 42 AVE S D16-0257 Parcel No: Address: 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 3347400265 11854 42ND AVE S Project Name: VACANT DEVELOPMENT PERMIT Permit Number: D16-0257 Issue Date: 10/5/2016 Permit Expires On: 4/3/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: EXTINE WARREN W+CASSANDRA L 11854 42ND AV 5 , TUKWILA, WA, 98168 AARON MCGRATH 6826 20TH ST E #3 , FIFE, WA, 98424 MKC CONSTRUCTION LLC 12120 217TH CT E , BONNEY LAKE, WA, 98391 MKCCOCL859NR WESCO INSURANCE CO 420 MAPLE , YUKON, OK, 73099 Phone: (253) 205-4501 Phone: (253) 651-4804 Expiration Date: 8/19/2017 DESCRIPTION OF WORK: TEAR DOWN AND REBUILD FRONT AND BACK DECKS AT PROPERTY. FRONT DECK IS LEADING TO FRONT DOOR 7' X 7' WITH 3 STEPS. BACK DECK IS 18' X 8' WITH 12 STEPS LEADING TO IT. THE AWNING AND STORAGE WILL NOT BE REBUILT, JUST THE DECK AND STAIRS Project Valuation: $2,358.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $257.98 Occupancy per IBC: Water District: TUKWILA Sewer District: TUKWILA 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: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: a/ Date: /6/3-/ 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 aryl agree to)j e cond' 'ons attached to this permit. Signature: Print Name: /20A) ✓r ?/ate Date: (6 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: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0201 FOOTING 0409 FRAMING CITY OF TUX,. _LA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. DI (P 0251 Project No. Date Application Accepted: Date Application Expires: M20111 (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: '?)C-1-4 2Y'cl h vc, C Tenant Name: VPr('ty* Owned PROPERTY OWNER Name: A A Re) it.) t Y ((� ii Address: 6/ , si, p, 4 3 Name: I4)0•J df- Arn -lGA Address: Address: State: O ic. City: City: Zip: State: Fax: Zip: CONTACT PERSON — person receiving all project communication Name: A A Re) it.) t Y ((� ii Address: 6/ , si, p, 4 3 City: ri..1 G c State: (Ai() Zip: VOLE Phone: 9S _ jos_ rax: .,� II Email: � m 7E,. C..— (.').NGTRUGTIoP /& Ch 1TUZi =t Ciherl GENERAL CONTRACTOR INFORMATION Company Name: (n (C C co JS T}K-� e( Ti U N u_c_ Address: 0 1 i006 S 1/Ji; j1aV�,/JI WAY G City: Bonn uk, State: 14/6 Zip: qg I Phone: a S' 651, c, tiF'ax: ,�. u,"1 Contr Reg No.: .0.+KC. COG Loccimexp Date:t 6;7/ -7 CJ Tukwila Business License No.: H:\Applications\Forms-Applications On Line\2012 Applications'Permit Application Revised - 2-7-12.docx Revised: February 2012 hh King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: ❑ Yes K.. No ARCHITECT OF RECORD Name: vtAa co i nsu retract Company Name: Address: q ZA Architect Name: Address: State: O ic. City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: vtAa co i nsu retract Company Name: Address: q ZA Engineer Name: Address: State: O ic. City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: vtAa co i nsu retract C Address: q ZA MIA IA R (A, City: 1/1CO.A) State: O ic. Zip: 130ciei Page 1 of 4 BUILDING PERMIT INFORMATI( 206-431-3670 Valuation of Project (contractor's bid price): $ `1- (3(A) Existing Building Valuation: /$ Describe the scope of work (please provi a detailed information): 1 Fre_ 001..or Ck. n) (k, bf Il In /�' PCIAL (A,nLt \Z(,kcxx.— frit c,1�-� Pry i. &. is lu cline !- ivn fid(( Tv?' %ti S �pS• cs c u iC 3/X v I2. S�tps ka1'n� iv � awnin A &I'h o—c�rtE0 (#) jUs GL,L 6j 4c( S ftt �tZS Will there be new rack storage? ❑ .... Yes ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: o Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. 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. H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: Febnary 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage • Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 3b0 3 PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: o Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. 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. H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: Febnary 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INF VIATION — 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 ❑ ...Water District #125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ❑... Highline 0 ...Valley View ❑...Renton ❑ ... Sewer Availability Provided 0...Renton ❑... Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond 0...Insurance ❑... Easement(s) Proposed Activities (mark boxes that apply): 0 .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right -of. --way ❑ ❑ .. Total Cut ❑ .. Total Fill ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention cubic yards cubic yards Fire Protection Irrigation Domestic Water ❑ ... Geotechnical Report El...Maintenance Agreement(s) ❑ .. 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 ❑... Curb Cut ❑... Pavement Cut ❑... Looped Fire Line ❑ .. Permanent Water Meter Size (1) 0 .. Temporary Water Meter Size (1) ❑ .. Water Only Meter Size ❑ .. Sewer Main Extension Public ❑ .. Water Main Extension Public WO # WO # WO # Private ❑ Private 0 0...Grease Interceptor ❑ ... Channelization 0... Trench Excavation ❑... Utility Undergrounding (2) " WO # (3) " WO # (2) " WO # (3) " WO # ❑ .. Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line ❑ .. Water ❑ .. Sewer Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) 0 .. Sewage Treatment Mailing Address: Day Telephone: 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 hh 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 OW R OR RIZED AGENT: Signature: ,tip Print Name: 1L c7 r.1 1 C� �'fl Mailing Address: (O3, ijk * 3 H:'Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 hh Date: //a 06 Day Telephone: dS 3J ctS -6l F l Pe_ cup qVI -€1 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY PermitTRAK PAID $257.98 D16-0257 Address: 11854 42ND AVE S Apn: 3347400265 $257.98 DEVELOPMENT $250.52 PERMIT FEE R000.322.100.00.00 0.00 $149.10 PLAN CHECK FEE R000.345.830.00.00 0.00 $96.92 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $7.46 TECHNOLOGY FEE R000.322.900.04.00 0.00 $7.46 • A A 1 •• • • Date Paid: Tuesday, September 20, 2016 Paid By: MICHELLE MCGRATH Pay Method: CREDIT CARD 002032 Printed: Tuesday, September 20, 2016 11:03 AM 1 of 1 ���SYSTEMS INSPECTION RECORD Retain a copy with permit INS ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (-©2S7 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 u�- (206) 431-3670 Project: AcA,tli Tye of Inspection: Itiitbi,Jt- fl ' L. Address: Date Called: Special Instructions: Date Wanted g �� p.m. Requester Phone No: IXApproved per applicable codes. 11 Corrections required prior to approval. COMMENTS: Cie 77) h/vrie_ Inspector: d Date: i/7/4 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 116-0ZS7 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project:V A-CA-A1r T oInspection: ittin` ��A-L Address: Date Called: Special Instructions: Date Wanted:(-a.m, // 1/�%6 p.m. Requester - Phone No: IDApproved per applicable codes. Corrections required prior to approval. COMMENTS: ho --Si L /4A-Ait 12vt_ Inspector/1)1>AI,, Date,, 4 REINSPECTION FEE REQUIRED. Prior to next inspectio . fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION bi6-ozs7 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Proj ^ VACAi 1 yyDt: T,of Inspection: I /�cr�1L0,/li r Address: Date Called: Special Instructions: Date Wa t V a.r Requeste : Phone No: EiApproved per applicable codes. Corrections required prior to approval. COMMENTS: Orymy bispLeener 4.144.11 Inspector: REI SPECTION FEE n E REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INS TION NO. INSPECTION RECORD Retain a copy with permit 1)/6 -02s-7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projeciy Type nspection: Address: /JAI/ lab AllIF Date Called: Special Instructions: p �oS i Date Want : /O 27 )6 rr p.m. Request Phone No: 5( Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: At /114'l Date: i0 27/ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 981 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 �� I b/6 -02r7 Project:1 ^^ Type of ction: Address: iiPs 1/2/1/ s Date Called: Special Instructions: Date Wanted: /0/19 /6 a:m; Requester- equesterPhone PhoneNo: 'Approved per applicable codes. !__J Corrections required prior to approval. COMMENTS: Inspector: Date:/O •L /a n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6 -ZZs 7 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: 1/rCr r, J'T` Type o pection: 1-0c/7AT6- Address: )t. taiirb AVE S Date Called: Special Instructions: Date Wante �/ P.m. Request r: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1, ^J'-- /264 44 A%o ?E t 'ii2 ‘07-7/16.c Inspector: 14 Date: ie/Zo/i n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. FILE GREEN PROJECT SOLUTIONS TUKWILA RESIDENCE REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 9 2016 City of Tukwila BUILDING DIVISION AMERICAN HOME PLANNERS ROOF LOAD: 25# LIVE LOAD, 15# DEAD LOAD FLOOR LOAD: 40# LIVE LOAD, 15# DEAD LOAD DECK LOAD: 60# LIVE, 15# DEAD LOAD WALL LOAD: 10# PLF RECEIVED CITY OF TUKWILA SEP 2 0 2016 PERMIT CENTER 1)1.(P- 2812 COLBY AVENUE, EVERETT, WA 98201 PHONE: (425) 258-6400 Project: Larry Adeyemi - Tukwila Location: 16x16x10 FTG @ FRONT PORCH Footing [2015 International Building Code(2012 NDS)] Footing Size: 1.33 FT x 1.33 FT x 10.00 IN Reinforcement: #4 Bars @ 9.00 IN. O.C. ENV / (2) min. Section Footing Design Adequate FOOTING PROPERTIES Allowable Soil Bearing Pressure: Concrete Compressive Strength: Reinforcing Steel Yield Strength: Concrete Reinforcement Cover: Qs = 1500 psf F'c = 2500 psi Fy = 40000 psi c= Sin FOOTING SIZE Width: W = 1.33 ft Length: L = 1.33 ft Depth: Depth = 10 in Effective Depth to Top Layer of Steel: d = 6.25 in COLUMN AND BASEPLATE SIZE Column Type: Column Width: Column Depth: Baseplate Width: Baseplate Length: Steel m= 4 in n= 4 in bsw = 6 in bsl = 6 in FOOTING CALCULATION4 Bearing Calculations: Ultimate Bearing Pressure: Qu = 890 psf Effective Allowable Soil Bearing Pressure: Qe = 1375 psf Required Footing Area: Areq = 1.14 sf Area Provided: A = 1.77 sf Baseplate Bearing: Bearing Required: Allowable Bearing: Bear -A = 99450 Ib Beam Shear Calculations (One Way Shear): Beam Shear: Vu1 = 0 Ib Allowable Beam Shear: Vc1 = 7481 Ib Punching Shear Calculations (Two Way Shear): Critical Perimeter: Bo = 45 in Punching Shear: Vu2 = 1098 Ib Allowable Punching Shear (ACI 11-35): vc2-a = 63281 Ib Allowable Punching Shear (ACI 11-36): vc2-b = 79688 Ib Allowable Punching Shear (ACI 11-37): vc2-c = 42188 Ib Controlling Allowable Punching Shear: vc2 = 42188 Ib Bending Calculations: Factored Moment: Mu = Nominal Moment Strength: Mn = Reinforcement Calculations: Concrete Compressive Block Depth: a = 0.46 in Steel Required Based on Moment: As(1) = 0.01 in2 Min. Code Req'd Reinf.Shrink./Temp. (ACI -10:5.4): As(2) = 0.32 in2 Controlling Reinforcing Steel: As-reqd = 0.32 in2 Selected Reinforcement: _ 7;„#4's @ 9.0 in. o.c. e/w (2) Min. Reinforcement Area Provided: 1-. As = 0.39 int Development Length Calculations: Development Length Required: Ld = 15 in Development Length Supplied: Ld-sup = 2.48 in Note: Plain concrete adequate for bending, therefore adequate development length not required. Bear = 2183 Ib 2054 in -Ib 85042 in -Ib AmericanHomePlanners 2812.CoIby Avenue Everett WA 98201 StruC Ic Tersi n 9.0.2.5 9/16/2016 10:35:26 AM page of LOADING DIAGRAM 10 in J --4In------i C 1.33 ft T 3lin FOOTING LOADING Live Load: Dead Load: Total Load: Ultimate Factored Load: PL = 735 Ib PD = 839 Ib PT = 1574 Ib Pu = 2183 Ib Weight to resist uplift w/ 1.5 F.S.: U.R. = 142 Ib NOTES ,2 Project: Larry Adeyemi - Tukwila Location: 21x21x10 FTG © REAR RIGHT DECK Footing [2015 International Building Code(2012 NDS)] Footing Size: 1.75 FT x 1.75 FT x 10.00 IN Reinforcement: #4 Bars @ 7.00 IN. O.C. EMI / (3) min. Section Footing Design Adequate FOOTING PROPERTIES Allowable Soil Bearing Pressure: Concrete Compressive Strength: Reinforcing Steel Yield Strength: Concrete Reinforcement Cover: Qs = 1500 psf Fc = 2500 psi Fy = 40000 psi c= 3 in FOOTING SIZE Width: Length: Depth: Effective Depth to Top Layer of Steel: W= 1.75 ft L = 1.75 ft Depth = 10 in d = 6.25 in COLUMN AND BASEPLATE SIZE Column Type: Column Width: Column Depth: Baseplate Width: Baseplate Length: Steel m= 4 in n= 4 in bsw = 6 in bsi = 6 in FOOTING CALCUL. TA IONS Bearing Calculations: Ultimate Bearing Pressure: Effective Allowable Soil Bearing Pressure: Required Footing Area: Area Provided: Baseplate Bearing: Bearing Required: Allowable Bearing: Beam Shear Calculations (One Way Shear): Beam Shear; Allowable Beam Shear: Punching Shear Calculations (Two Way Shear): Critical Perimeter: Punching Shear: Allowable Punching Shear (ACI 11-35): Allowable Punching Shear (ACI 11-36): Allowable Punching Shear (ACI 11-37): Controlling Allowable Punching Shear: Bending Calculations: Factored Moment: Nominal Moment Strength: Reinforcement Calculations: Concrete Compressive Block Depth: a = Steel Required Based on Moment: As(1) _ Min. Code Req'd Reinf. Shrink./Temp. (ACI -10.5.4): As(2) _ Controlling Reinforcing Steel: As-reqd = Selected Reinforcement: Reinforcement Area Provided: Development Length Calculations: Development Length Required: Development Length Supplied: Note: Plain concrete adequate for bending, therefore adequate development length not required. Qu = Qe = Areq = A= 1163 psf 1375 psf 2.59 sf 3.06 sf Bear = 5242 Ib Bear -A = 99450 Ib Vu1 = Vc1 = Bo = Vu2 = vc2-a = vc2-b = vc2-c = vc2 = Mu = Mn = 437 Ib 9844 Ib 45 in 3738 Ib 63281 Ib 79688 Ib 42188 Ib 42188 Ib 7988 in -Ib 126876 in -Ib 0.53 in 0.04 in2 0.42 in2 0.42 in2 #4's @ 7.0 in. o.c. e/w (3) Min. As = 0.59 in2 Ld = Ld-sup = 15 in 5 in AmericanHomePianners 2812 Colby Avenue - Everett WA 98201 StruCalc Version 9.0.2.5 9/16/2016 10:35:23 AM page 0 LDADING DIAGRAM 10 in o 1.75 ft-- — — — — -- T 3 in 1 FOOTING LOADING Live Load: PL = 2420 Ib Dead Load: PD = 1142 Ib Total Load: PT = 3562 Ib Ultimate Factored Load: Pu = 5242 Ib Weight to resist uplift w/ 1.5 F.S.: U.R. = 247 Ib `NOTES Project: Larry Adeyemi - Tukwila Location: 18x18x10 FTG @ REAR LEFT DECK Footing [2015 International Building Code(2012 NDS)] Footing Size: 1.5 FT x 1.5 FT x 10.00 IN Reinforcement: #4 Bars @ 11.00 IN. O.C. EM/ / (2) min. Section Footing Design Adequate FOOTING PROPERTIES Allowable Soil Bearing Pressure: Concrete Compressive Strength: Reinforcing Steel Yield Strength: Concrete Reinforcement Cover: Qs = 1500 psf Fc = 2500 psi Fy = 40000 psi c= 3 in FOOTING SIZE Width: Length: W= 1.5 ft L= 1.5 ft Depth: Depth = 10 in Effective Depth to Top Layer of Steel: d = 6.25 in COLUMN AND BASEPLATE SIZE Column Type: Column Width: Column Depth: Baseplate Width: Baseplate Length: Steel m= 4 in n= 4 in bsw = 6 in Int = 6 in FOOTING CALCULATIONS Bearing Calculations: Ultimate Bearing Pressure: Effective Allowable Soil Bearing Pressure: Required Footing Area: Area Provided: Baseplate Bearing: Bearing Required: Allowable Bearing: Beam Shear Calculations (One Way Shear): Beam Shear: Allowable Beam Shear: Punching Shear Calculations (Two Way Shear): Critical Perimeter: Punching Shear: Allowable Punching Shear (ACI 11-35): Allowable Punching Shear (ACI 11-36): Allowable Punching Shear (ACI 11-37): Controlling Allowable Punching Shear: Bending Calculations: Factored Moment: Nominal Moment Strength: Reinforcement Calculations: Concrete Compressive Block Depth: Steel Required Based on Moment: Min. Code Req'd Reinf. Shrink./Temp. (ACI -10.5.4): Controlling Reinforcing Steel: Selected Reinforcement: #4's @ 11.0 Reinforcement Area Provided: Development Length Calculations: Development Length Required: Development Length Supplied: Note: Plain concrete adequate for bending, therefore adequate development length not required. Qu = Qe = Areq = A= 1112 psf 1375 psf 1.82 sf 2.25 sf Bear = 3694 Ib Bear -A = 99450 Ib Vu1 = Vc1 = Bo = Vu2 = vc2-a = vc2-b = vc2-c = vc2 = Mu = Mn = 51 Ib 8438 Ib 45 in 2251 Ib 63281 Ib 79688 Ib 42188 Ib 42188 Ib 4335 in -ib 85413 in -Ib a = 0.41 in As(1) = 0.02 in2 As(2) = 0.36 in2 As-reqd = 0.36 in2 in. o.c. e/w (2) Min. As = 0.39 in2 Ld = Ld-sup = 15 in 3.5 in • AmericanHomePlanners 2812 Colby Avenue Everett WA 98201 StruCalc Version 9.0.2.5 9/16/2016 10:35:19 AM page 0 LQAQING DIAGRAM 10 In �— — 4 in —H ,L 3 in 1 FOOTING LOADINQ Live Load: PL = 1728 Ib Dead Load: PD = 774 Ib Total Load: PT = 2502 Ib Ultimate Factored Load: Pu = 3694 Ib Weight to resist uplift w/ 1.5 F.S.: U.R. = 181 Ib • NOTES Project: Larry Adeyemi - Tukwila Location: PT 4x12 DF2 REAR DECK CANTILEVERED BEAM Multi -Loaded Multi -Span Beam [2015 International Building Code(2012 NDS)] 3.5 IN x 11.25 IN x 14.0 FT (2 + 10 + 2) #2 - Douglas -Fir -Larch - Wet Use Section Adequate By: 57.8% Controlling Factor: Moment DEFLECTIONS Left Live Load -0.06 IN 2L/830 •Dead Load -0.01 in Total Load -0.07 IN 2L/672 Live Load Deflection Criteria: L/360 Center Right 0.09 IN L/1329 -0.06 IN 2L/830 0.02 in -0.01 in 0.11 IN L/1064 -0.06 IN 2L/760 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 1728 Ib 2420 Ib Dead Load 712 Ib 1142 Ib Total Load 2440 Ib 3562 Ib Bearing Length 1.67 in 2.43 in BEAM DATA Span Length Unbraced Length -Top Unbraced Length -Bottom Live Load Duration Factor Notch Depth Left Cer er Right 2 ft 10 ft 2 ft Oft Oft Oft 2 ft 10 ft 2 ft 1.00 0.00 MATERIAL PROPERTIES #2 - Douglas -Fir -Larch Bending Stress: Shear Stress: Modulus of Elasticity: Comp. -I- to Grain: Base Values Fb = 900 psi Cd=1.00 CF=1.10 Fv = 180 psi Cd=1.00 Cm=0.97 E = 1600 ksi Cm=0.90 Fc --1-= 625 psi Cm=0. 67 Adiusted Fb' = Fv' = E' = Fc ---'= 990 psi 175 psi 1440 ksi 419 psi Controlling Moment: 3859 ft -lb 4.8 Ft from left support of span 2 (Center Span) Created by combining all dead Toads and live Toads on span(s) 2 Controlling Shear: -1977 ib At right support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2, 3 Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear: Read Provided 46.77 in3 73.83 in3 16.99 int 39.38 in2 179.99 in4 415.28 in4 3859 ft -Ib 6091 ft -Ib -1977 Ib 4583 ib AmericanHomePlanners 2812 Colby Avenue Everett WA 98201 StruCalc Version 9.0.2.5 9/16/2016 10:35:16 AM page of LOADING DIAGRAM UNIFORM LOADS Left Center Right Uniform Live Load 240 plf 240 pif 240 plf Uniform Dead Load 102 pif 102 plf 102 plf Beam Self Weight 9 plf 9 pif 9 pif Total Uniform Load 351 pif 351 pif 351 pif POINT LOADS - RIGHT SPAN Load Number One Live Load 577 Ib Dead Load 307 Ib Location 2 ft Project: Larry Adeyemi - Tukwila Location: PT (3) 2x8 JOIST REAR DECK STAIRS Multi -Loaded Multi -Span Beam [2015 International Building Code(2012 NDS)] ( 3 ) 1.5 IN x 7.25 IN x 8.0 FT #2 - Hem -Fir - Wet Use Section Adequate By: 39.4% Controlling Factor: Moment AmericanHomePlanners 2812 Colby Avenue Everett WA 98201 StruCalc Version 9.0.2.5 9/16/2016 10:35:12 AM page of CAUTIONS " Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center Live Load 0.13 IN L/741 Dead Load 0.05 in Total Load 0.18 IN U536 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS Live Load Dead Load Total Load Bearing Length A B 1371 Ib 577 Ib 426 Ib 307 Ib 1797 Ib 884 Ib 1.47 in 0.72 in BEAM DATA Span Length Unbraced Length -Top Unbraced Length -Bottom Center 8 ft 0 ft 8 ft Live Load Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES #2 - Hem -Fir Bending Stress: Shear Stress: Modulus of Elasticity: Comp. -I- to Grain: Base Values Adjusted Fb = 850 psi Fb' = 1173 Cd=1.00 CF=1.20 Cr -1.15 Fv = 150 psi Fv' = Cd=1.00 Cm=0.97 E= 1300 ksi E'= Cm=0.90 Fc --1-= 405 psi Cm=0.67 Fc -1'= psi 146 psi 1170 ksi 271 Controlling Moment: 2765 ft -ib 3.04 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 1797 Ib At left support of span 2 (Center Span) Created by combining all dead loads and live Toads on span(s) 2 Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear: Req'd 28.29 in3 18.53 in2 69.39 in4 2765 ft -Ib 1797 Ib Provided 39.42 in3 32.63 in2 142.9 in4 3853 ft -lb 3165 Ib psi LOADING DIAGRAM eft UNIFORM LOADS Uniform Live Load Uniform Dead Load Beam Self Weight Total Uniform Load Center 60 plf 58 plf 6 plf 124 plf TRAPEZOIDAL LOADS - CENTER SPAN Load Number One Left Live Load Left Dead Load Right Live Load Right Dead Load Load Start Load End Load Length 400 plf 60 plf 400 plf 60 plf Oft 3.67 ft 3.67 ft ,Project: Larry Adeyemi - Tukwila Location: PT 4x6 DF2 FRONT PORCH DECK BEAM Multi -Loaded Multi -Span Beam [2015 International Building Code(2012 NDS)] 3.5 IN x 5.5 IN x 7.0 FT (1 + 5 + 1) #2 - Douglas -Fir -Larch - Wet Use Section Adequate By: 33.1% Controlling Factor: Moment DEFLECTIONS Left Live Load -0.02 IN 21/1036 •Dead Load -0.02 in Total Load -0.04 IN 2L/564 Live Load Deflection Criteria: L/360 Center Right 0.04 IN 01657 -0.02 IN 2111036 0.03 in -0.02 in 0.07 IN U864 -0.04 IN 2L/564 Total Load Deflection Criteria: L/240 REACTIONS Live Load Dead Load Total Load Bearing Length A B 648 Ib 648 Ib 715 Ib 715 Ib 1363 Ib 1363 Ib 0.93 in 0.93 in BEAM DATA Span Length Unbraced Length -Top Unbraced Length -Bottom Live Load Duration Factor Notch Depth Left 1 ft 0 ft 1 ft 1.00 0.00 Center Right 5 ft 1 ft 0 ft 0 ft 5 ft 1 ft MATERIAL PROPERTIES #2 - Douglas -Fir -Larch Bending Stress: Shear Stress: Modulus of Elasticity: Comp. 1- to Grain: Base Values Fb = 900 psi Cm=0.85 CF=1.30 Fv = 180 psi Cd=1.00 Cm=0.97 E = 1600 ksi Cm=0.90 Fc -1- = 625 psi Cm=0. 67 Adjusted Fb' = 995 psi Fv' = 175 psi E = 1440 ksi Fc --1- = 419 psi Controlling Moment: 1098 ft -lb 2.5 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 978 Ib At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 1, 2 Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear: NOTES Rend Provided 13.25 in3 17.65 in3 8.41 in2 19.25 in2 20.64 in4 48.53 in4 1098 ft -lb 1462 ft -lb 978 Ib 2241 Ib AmericanHomePlanners 2812 Colby Avenue • Everett WA 98201 StruCalc Version 9.0.2.5 9/16/2016 11:12:36 AM page of LOADING DIAGRAM 1 ft _.r-- 5ft — 1ft 1 UNIFORM LOADS Uniform Live Load Uniform Dead Load Beam Self Weight Total Uniform Load Left Center RI ht 180 plf 180 plf 180 plf 200 plf 200 plf 200 plf 4 pif 4 plf 4 pif 384 plf 384 pif 384 plf Project: Larry Adeyemi - Tukwila Location: PT 2x6 HF2 @ 16" Q.C. FRONT DECK JOIST Floor Joist [2015 International Building Code(2012 NDS)] 1.5 IN x 5.5 IN x 6.0 FT @16O.C. #2 - Hem -Fir - Wet Use Section Adequate By: 56.5% Controlling Factor: Deflection DEFLECTIONS Center Live Load 0.10 IN L/751 Dead Load 0.02 in Total Load 0.12 IN L/601 Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: L/360 REACTIONS Live Load Dead Load Total Load Bearing Length A l3 240 Ib 240 Ib 60 1b 60 1b 300 Ib 300 Ib 0.74 in 0.74 in SUPPORT LOADS A Live Load 180 plf 180 pif Dead Load 45 pif 45 pif Total Load 225 pif 225 plf MATERIAL PROPERTIES #2 - Hem -Fir Bending Stress: Shear Stress: Modulus of Elasticity: Comp. -I- to Grain: Base Valueq Adjusted Fb = 850 psi Fb' = 1271 psi Cd=1.00 CF=1.30 Cr=1.15 Fv = 150 psi Fv' = 146 psi Cd=1.00 Cm=0.97 E = 1300 ksi E' = 1170 ksi Cm=0.90 Fc - - = 405 psi Fc - L' = 271 psi Cm=0.67 Controlling Moment: 450 ft -Ib 3.0 Ft from left support of span 2 (Center Span) Created by combining all dead Toads and live loads on span(s) 2 Controlling Shear: 300 Ib At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear: Rea'd 4.25 in3 3.09 in2 13.29 in4 450 ft -Ib 300 Ib Provided 7.56 in3 8.25 in2 20.8 in4 801 ft -Ib 800 Ib - AmericanHomePlanners 2812 Colby Avenue • Everett WA 98201 StruCalc Version 9.0.2.5 9/16/2016 10:35:05 AM JOIST DATA Center Span Length 6 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft Floor sheathing applied to top of joists -top of joists fully braced. Floor Duration Factor 1.00 JOIST LOADING Uniform Floor Loading Center Live Load LL = 60 psf Dead Load DL = 15 psf Total Load TL = 75 psf TL Adj. For Joist Spacing wT = 100 pif ,Project: Larry Adeyemi - Tukwila Location: PT 2x8 HF2 @ 16" O.C. REAR DECK JOIST Floor Joist [2015 International Building Code(2012 NDS)] 1.5 IN x 7.25 IN x 8.0 FT @ 16 O.C. #2 - Hem -Fir - Wet Use Section Adequate By: 51.2% Controlling Factor: Deflection DEFLECTIONS genie!' Live Load 0.13 IN L/726 ' Dead Load 0.03 in 7otal Load 0.17 IN L/581 Live Load Deflection Criteria: L/480 AmericanHomePlanners 2812 Colby Avenue Everett WA 98201 StruCalc Version 9.0.2.5 9/16/2016 10:35:01 AM age of Total Load Deflection Criteria: L/360 REACTIONa A Live Load 320 Ib 320 Ib Dead Load 80 Ib 80 Ib Total Load 400 Ib 400 Ib Bearing Length 0.98 in 0.98 in SUPPORT LOADS A Live Load 240 pif 240 plf Dead Load 60 pif 60 plf Total Load 300 pif 300 pif MATERIAL PROPERTJES #2 - Hem -Fir Bending Stress: Shear Stress: Modulus of Elasticity: Comp. L to Grain: Base Values Adjusted Fb = 850 psi Fb' = 1173 psi Cd=1.00 CF=1.20 Cr -1.15 Fv = 150 psi Fv' = 146 psi Cd=1.00 Cm=0.97 E = 1300 ksi E = 1170 ksi Cm=0.90 Fc - = 405 psi Fc - = 271 psi Cm=O.67 Controlling Moment: 800 ft -Ib 4.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 400 Ib At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear: Req'd Provided 8.18 in3 13.14 in3 4.12 in2 10.88 in2 31.5 in4 47.63 in4 800 ft -ib 1284 ft -lb 400 Ib 1055 Ib LOADING DIAGRAM 8ft JOIST DATA Center Span Length 8 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft Floor sheathing applied to top of joists -top of joists fully braced. Floor Duration Factor 1.00 JOIST LOADING Uniform Floor Loading Center Live Load Dead Load Total Load LL = 60 psf , DL = 15 psf TL = 75 psf TL Adj. For Joist Spacing wT = 100 pif NOTES PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0257 DATE: 09/21/16 PROJECT NAME: VACANT SITE ADDRESS: 11854 42ND AVE S X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: ,1 WO A Building Division \V/ Ok gIM/ Public Works �n tk A\ Fire Prevention Structural MIS M G)40 -I IP Planning Division 711 Permit Coordinator n PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 09/22/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: 10/20/16 Approved with Conditions ❑ Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 MKC CONSTRUCTION LLC Home Espanol Contact Safety & Health Claims & Insurance Clik Washington State Department of %Lab©r & Industries Search L&I Page 1 of 2 ARC A-7 Index Help Ntct,&1 Workplace Rights Trades & Licensing MKC CONSTRUCTION LLC Owner or tradesperson McGrath, Aaron Mac Principals McGrath, Aaron Mac, PARTNER/MEMBER Knight, Nathan Seth, PARTNER/MEMBER Stone, Larae Adaire, PARTNER/MEMBER WA UBI No. 603 530 724 12120 217th Ave Ct E BONNEY LAKE, WA 98391 253-651-4804 PIERCE County Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. MKCCOCL859NR Effective — expiration 08/19/2015— 08/19/2017 Bond Wesco Insurance Co Bond account no. 46WB067217 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 08/19/2015 08/19/2015 Expiration date Until Canceled Insurance Hanover Insurance Company, The Policy no. LHWA68465202 $1,000,000.00 Received by L&I Effective date 08/03/2016 08/10/2016 Expiration date 08/10/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No LSI tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603530724&LIC=MKCCOCL859NR&SAW= 10/3/2016 SEPARATE PERMIT RZCuiRED FOR: iachanicai 11ectrical ��mbing as Piping City of ila BUILDING DIVISION REVISI©NS No changes shall bemade to the scope of work without prior i ofTukwila BidingDiviion 1 NOTE: Revisions will require a new plan submittal and may include additional plan review fees. FILE COPY Permit No. 0 5� Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Cop . and condo s is acknowledged: By: Date: City of Tukwila BUILDING DIVISION PLANNING APPROVED • No changes can be made to th plans without approval from the Planning Division of DCD Approved By: M ?).64fir Date: a --).(--V Vp t3- 80.15 FT - EXIST REAR DECK TO RE -BUILD 26'+/- 14' -0 • • • • • • • •. .. Y EXITING RESIDENCE • • • • • • EXIST PORCH TO RE -BUILD ONO 42'+/- Calar41- IS 6‘,-eAvtc,t\g& qi4 E 5 G C RT EXISTING DRIVEWAY IMMO 80 FT+/- fie 42NC) AVE 5 I ainbricige isantl' 1185' 42r d.Ave 5� Tukwila, W 98168. SeaTac_ Maple Valley C rigton VICINITY MAP NTS LOT SIZE: 22,555 SF NOTE: LOT COVERAGE DOES NOT CHANGE WORK TO 5E DONE ARE WITH IN EXISTING FOOTPRINT OWNER: SITE ADDRESS: 11854 - 42ND AVE 5 TUKWILA, WA 98168 TAX !ID* (P4RCEL#) 334140-0205 LEGAL: HILLMANS MEADOW GARDENS DIVISION #1 SITE PLAN 1"-20' 10 20 REVIEWED FOR. CODE COMPLIANCE APPROVED SEP 2 9 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 2 0 2016 PERMIT CENTER 0 can z 0 a 0 V W.4 0 z W THE BUILDER / CONTRUCTOR MUST VERIFY DIMENSIONS, SIZES AND DETAILS PRIOR TO CONSTRUCTION. THE DESIGNER'S RESPONSIBILITY TERMINATES UPON ISSUANCE OF BUILDING PERMIT AND DOES NOT ASSUME LIABILITY FOR ANY ERRORS OR OMMITIONS. ALL GOVERNING CODES AND REGULATIONS SHALL SUPERSEDE THESE DRAWINGS AND WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED. AMERICAN HOME PLANNERS RESIDENTIAL DESIGN AND DRAFTING SERVICE Custom Plans, Stock Plans, Remodels Sr Additions 2812 Colby Avenue, Everett WA 98201 Phone: (425) 258-6400 Fax: (425)742-8130 email: plans@americanhomeplanners.com 11854 - 42ND AVENUE S, TUKWILA WA 98168 EXIST DECKS TO RE -BUILD TUKWILA RESIDEN 09-16-16 1 5 (2) 5/8' MB BOLTS THRU POSTS AND RIM 4 BLOCK PT 2X DECK JOISTS PER PLAN GENERAL NOTES CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING THE WORK COMPLY WITH THE FOLLOWING COPES: 2015 INTERNATIONAL RESIDENTIAL CODE 2015 BUILDING CODE OTHER APPLICABLE CODES 13Y JURISDICTION. GENEIRAL STRUCTURAL NOTES CONCRETE SHALL BE FC■2500PSI e 28 DAYS. 5-1/2 SACK MIX. REINFORCING BARS SHALL BE ASTM A-615. GRADE 40 0'4 / GRADE 60 '5 AND LARGER FRAMING LUMBER SHALL BE PER WWPA STANDARDS. LIGHT FRAMING 4 STUDS NF -STANDARD STRUCTURAL JOISTS 4 PLANKS 14F-+'2 OR BETTER BEAMS 4 STRINGERS DF'2 OR BETTER COR F13■1350 MIN.) POSTS AND TIMBERS PPI OR BETTER (OR F8■I350 MIN.) GLU-LAM BEAMS 24F v -4 -STANDARD MICROLAMS 1.3 E PARALAMS 2.0 E 2 X 6 CAP RAILING EASE EDGE - 36' WT. UNO HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT W/ 4 OR MORE RISERS PER 8311.5.6 IRC. FACE OF STRUCTURE 2 X 2's 6 5' o.c. 4 X 4 POSTS 6 48' o.c. CUNO) I X 4 EA. SIDE TOP 4 BTM. 2 X 6 P.T. DECKING (UNO) BLK'G. P.T. BEAM PER PLAN COLUMN CAP OR TIE TO POST W/ IX4 SCAB TIES OR EQUAL P.T. POST PER PLAN W/ COLUMN BASE APPROVED MTL. ANCHOR X71 2 X P.T. LEDGER W/ SIMPSON JST HANGERS, NAIL HGR'S 16d NAILS THRU LEDGER CONC. FTG. PER PLAN 1E11=111= �, :: � 11=111-111-1 � 1=X 11=111:. -III=III=I 1 I- a a •:-L-1111--_--111-17--1 11:7_111-1=_111_= GRADE _III -I 11=11 Iii � i I I-1 1=1SI-I 1 I � � I 1 I I I 111=' X11-III-III.-III,I11,III;.III_ 1 4ILIN 3/4'=I'-0' (SEE SHT 5 FOR GUARD RAIL OPTION) PT 2X LEDGER BEAM PT DECK JST OR RAFTER W/ JST HGRS PER PLAN IIo II II c Il II a II II 11 II 11 11 II II 11 II I/2' LAG BOLTS W/ FLAT WASHERS, ALTERNATE HIGH 4 LOW LOCATION THRU RIM JST OR STUDS PROVIDE 4-16d GALV NAILS m HIGH 4 LOW LOCATIONS THRU RIM JST OR STUDS LDG NTS EXIST DECK TO RE -BUILD EXISTING RESIDENCE TO REMAIN LEFT ELEVATION 1/4' =1'-0' (NORTH ELEVATION) EXIST DECK TO RE -BUILD REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 9 2016 City of Tukwila BUILDING DIVISION EXIST DECK TO EXISTING RESIDENCE TO REMAIN FQNT ELEV4TION 1/4".1L0' (WEST ELEVATION) RECEIVED CITY OF TUKWILA SEP 2 0 2016 PERMIT CENTER blGr o 7 GREEN PROJECT SOLUTIONS GROUP THE BUILDER / CONTRUCTOR MUST VERIFY DIMENSIONS, SIZES AND DETAILS PRIOR TO CONSTRUCTION. THE DESIGNER'S RESPONSIBILTTY TERMINATES UPON ISSUANCE OF BUILDING PERMIT AND DOES NOT ASSUME LIABILITY FOR ANY ERRORS OR OMMITIONS. ALL GOVERNING CODES AND REGULATIONS SHALL SUPERSEDE THESE DRAWINGS AND WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED. AMERICAN HOME PLANNERS RESIDENTIAL DESIGN AND DRAFTING SERVICE Custom Plans, Stock Plans, Remodels & Additions 2812 Colby Avenue, Everett WA 98201 Phone: (425) 258-6400 Fax: (425)742-8130 email: plans@americanhomeplanners.com 11854 - 42ND AVENUE S, TUKWILA WA 98168 EXIST DECKS TO RE -BUILD TUKWILA RESIDE] 2 5 CONC STOOP i REGHT ELEV4TEON 1/4'=1'-0' 1-1/2' - 2' CONTINUOUS HANDRAIL a 34'-38' RETURN ENDS TO WALL (SOUTH -4 ELEVATION) EXISTING RESIDENCE TO REMAIN EXIST DECK TO RE -BUILD \ RAILING WHERE OCCURS SPACED 50 THAT A 4' SPHERE CANNOT PASS TI -IRU PT DECKING JOISTS PER PLAN REVIEWED FOR CODE COMPLIANCE APPROVED DOUF3LE JOIST (UNO) 4 SEP 2 9 2016 City of Tukwila BUILDING DIVISION (3) 2 X 12 PT STRINGERS PT 2 X 4 KICKER TREADS e 10' MIN. STAIR DETAIL EXISTING DECK TO RE -BUILD (EXISTING RESIDENCE BEYOND) 1REAIR ELEVATION I/4'=1'-0' (EAST E=LE:VATION RECEIVED CITY OF TUKWILA SEP 2 0 2016 PERMIT CENTER GREEN PROJECT SOLUTIONS GROUP THE BUILDER / CONTRUCTOR MUST VERIFY DIMENSIONS, SIZES AND DETAILS PRIOR TO CONSTRUCTION. THE DESIGNER'S RESPONSIBILITY TERMINATES UPON ISSUANCE OF BUILDING PERMIT AND DOES NOT ASSUME LIABILITY FOR ANY ERRORS OR OMMITIONS. ALL GOVERNING CODES AND REGULATIONS SHALL SUPERSEDE THESE DRAWINGS AND WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED. AMERICAN HOME PLANNERS RESIDENTIAL DESIGN AND DRAFTING SERVICE Custom Plans, Stock Plans, Remodels & Additions 2812 Colby Avenue, Everett WA 98201 Phone: (425) 258-6400 Fax: (425)742-8130 email: plans@americanhomeplanners.com TUKWILA RESIDENCE 11854 - 42ND AVENUE S, TUKWILA WA 98168 EXIST DECKS TO RE -BU 3 5 Joists Decking 24" max overhang Lateral Toad support for ledger, see detail for attachment options Joists Hanger Joist Spacing see Span Table and Footing Schedule 4x4 posts min. w/ 8'0" max. height and 6x6 for 8'0" to 10'0" max. height Non -corrosive metal post/beam connector Continuous solid blocking between joists 24" maximum beam overhang EXIST PORCI-I TO RE -BUILD Note: For framing member sizes, Note: Guardrails are required when the deck is more than 30" above grade._ See attachment detail Typical Deck 14'-0' 1 Positive joist to ledger connection See Table R502.2.2 Joist span, see span table Girder beam Footing, see Span Table and Footing Schedule EXIST REAR DECK TO RE -BUILD / EXITING RSIENCE PLAN FACd4" NTS 14'-0' /2 I0'-0' PT 4x4 DF2 POST WITH COL BASE 4 CAP ON CONC FTG PER PLAN (TYPICAL) /2/ 21x21x10 FTG 21x21x10 FTG 11.1/304 E.W. W/3.4 E.W. LJL__LI 1 11 PT I4X12 DF21 II I II (FL.14i5l•I PP)I II I II_ II I I II I I lir I I I I I I I I I I JL Jl JI / IL \1L -11. -Ill TRIPLE JOIST LEDGER BEAM (SEE DETAIL) f-XFSTFNG sID NC REAR DECK FRAMING 1/4'=1'-0' NOT YERIPY EXISTING AND NEUJ CONDITION PRIOR TO ORDERING MATERIALS AND COMMENCING CONSTRUCTION EXISTING, eE51pENGE LEDGER BEAM (SEE DETAIL) EXISTING COLUMN PT 4x4 DF2 POST WITH COL BASE 4 CAP ON 16x16x10 CONC FTG W/ 2 *4 EACH WAY (TYPICAL OF 2) FRONT FCRCH F4MIN� 1/4'=1'-0' w 0 z w ? tut zO F -+- N X w REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 9 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 2 0 2016 PERMIT CENTER GREEN PROJECT SOLUTIONS GROUP THE BUILDER / CONTRUCTOR MUST VERIFY DIMENSIONS, SIZES AND DETAILS PRIOR TO CONSTRUCTION. THE DESIGNER'S RESPONSIBILITY TERMINATES UPON ISSUANCE OF BUILDING PERMIT AND DOES NOT ASSUME LIABILITY FOR ANY ERRORS OR OMMITIONS. ALL GOVERNING CODES AND REGULATIONS SHALL SUPERSEDE THESE DRAWINGS AND WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED. AMERICAN HOME PLANNERS RESIDENTIAL DESIGN AND DRAFTING SERVICE Custom Plans, Stock Plans, Remodels & Additions 2812 Colby Avenue, Everett WA 98201 Phone: (425) 258-6400 Fax: (425)742-8130 email: plans@americanhomeplanners.com TUKWILA RESIDENCE 11854 - 42ND AVENUE S, TUKWILA WA 98168 EXIST DECKS TO RE -BUILD 4 5 U<I Existing building Flashing See detail 1 for ledger attachment options Decking 36" minimum high guard with intermediate rails spaced so that a sphere 4" in diameter cannot pass through 7 rm Basic Decks i– See detail 2 for guardrail post connection Note: Contractor to field verify adequacy of solid lumber for ledger connection. Or 1/3 the height of the post, whichever is greater Corrosion resistant, metal column cap. Follow manufacturer's installation instructions. Y4" spacing recommended for drainage If an exit or egress from the existing building passes under the proposed deck, or if there is an existing patio under the proposed deck, 6'-8" minimum clearance must be maintained. Please indicate openings in existing wall in elevation view. Note: Pier blocks may be substituted for Type A footings. 1" clear Secure ballusters with (1) #8d wood screw top & bottom Knee braces are required if distance from grade to top of post exceeds 48". See detail 4x4 posts min. w/ 8'-0" max. height and 6x6 for 8'-0" to 10'-0"max. height Manufactured post base cast in footing 3,000 psi concrete (no special inspection required) Finished grade • I II 'I1I 1- 1 III' I1 -=I -- I-II -II-II Typical Deck Section (2) #4 ea. way, 3" clear to bottom of footing. Footing to bear on II -1 undisturbed earth. Beam splices must occur over posts with 1-1/2" min. bearing Girder beam Alternate Knee Brace Detail: 2x4 knee brace face nailed ea. side of post and beam with 4-16d nails at each face and connection Note: Knee braces are required if distance from grade to topof post exceeds 4 feet. 4 x 4 knee brace (1) 3/8" diameter thru-bolt with washers, top & bottom (typical) Pressure treated wood post Post to Beam Connection w/ Knee Brace Table R502.2.2.1 Fastener spacing for a Southern Pine or Hem -Fir deck ledger and a 2 inch nominal solid -sawn Spruce -Pine -Fir band joist. See notes C,F,G. (Deck live Toad = 40 psf, deck dead load= 10 psf) Joist Span 6' and less 6'-1" to 8' 8'-1" to 10' 10'-1" to 12' 12'-1" to 14' 14'-1" to 16' 16'-1" to 18' Connection Details On -center spacing of fastners. Note d and e. 1/2 inch diameter lag screw with 15/32 inch maximum sheathing. Note (a) 30 23 18 15 13 11 10 1/2 inch diameter bolt with 15/32 inch maximum sheathing. 36 36 34 29 24 21 19 1/2 inch diameter lag screw with 15/32 inch maximum sheathing & stacked washers. Note (b&h) 36 36 29 24 21 18 16 For SI: 1 inch = 25.4mm, 1 foot = 304.8mm. 1 pound per square foot=0.04479kPa. a. The tip of the lag screw shall fully extend beyond the inside face of band joist. b. The maximum gap between face of the ledger board and face of wall sheathing shall be 1/2". c. Ledgers shall be flashed to prevent water from contacting the house band joist. d. Lag screws and bolts shall be staggered in accordance with Section R502.2.2.1.1. e. Deck ledger shall be minimum 2x8 pressure -preservative -treated No.2 grade lumber or other approved materials as established by standard engineering practice. f. When solid -sawn pressure -preservative -Treated -deck ledgers are attached to a minimum 1 inch thick engineered wood product (structural composite lumber - laminated veneer lumber or wood structural panel band joist) the ledger attachment shall be designed in accordance of engineering practice. g. A minimum 1x 9 Douglas Fir laminated veneer lumber rimboard shall be permitted in lieu of the 2 -inch nominal band]oist. h. Wood' structural panel sheathing, gypsum board sheathing or foam sheathing not exceeding 1 inch in thickness shall be permitted. The maximum distance between the face of the ledger board and face of the band joist shall be 1 inch. Deck Connections All fasteners, nails, bolts, screws, etc. must be corrosion resistant. See Deck Construction Note 3, page 2. Follow manufacturer's instructions for timber connectors. Connections Nailing 1 Joist on deck beam; toenail each end (3) 8d 2 Bridging or blocking to joist; toenail ea. side, ea. end (3) 8d 3 2x decking to joist or deck beam; blind and face nail (2) 16d 4 Joist hangers - See detail 1 on page 5 5ft-5in 5ft-8in 6ft-lin Hold-down or tension device with 1500 # capacity Floor sheathing nailing at 6" o.c. (max) to joist with hold-down. Deck Joist Floor joist Option # 1 (Required for New Construction) Sheating Siding Flashing for water tightness Decking Deck joists per page 5 Approved joist hangers Pressure treated 2x ledger with fasteners per IRC Table R502.2.1 Basic Decks Holdown device min 750# capacity at 4 locations, evenly distributed along deck & 1 within 2' of each end of the ledger. Holdown devices shall fully engage deck joist per holdown manufacturer (slight offset allowed). A fully threaded 3/8" diameter lag screw predrilled w/min 3" penetration to center of top plate,studs, or header. Note: These details are applicable where floor joists are parallel to deck joists. Note: Holdown devices are not required for decks less than 3'-0" high or free standing decks. 2" min. Floor joists Option # 2 (Existing Construction Only) Ledger Attachment for Lateral Loads Per IRC 502.2.2.3 16" max 16" max 2x8 min. deck joists & rims 4x4 min. post @ 60" o.c. max., Typ or threaded rod w/ nuts & washers 2;i' min and 5" max Min. 1800# tension straps or threaded rod w/ nuts & washers 2"min 2 min and 5" max 2"min Note: Use above details for guard connections or provide engineered design that shows Guards can resist a single concentrated Toad of 200 lbs applied in any 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 Min. Guardrail Connection (Guardrils are required when the deck is more than 30" above grade.) 2"min 2x8 min. blocking 2"min 1800# tension straps Section B Span Table and Footing Schedule For Decks Spans based on use of No.2 Hem -Fir or better 50 p.s.f. loading (10 p.s.f. dead load + 40 p.s.f. live load) Beam spans and footings assume maximum 24" overhang Basic Decks Joist size Spacing of joists Max. span of joists Max. span of girder beams between posts / footing type 5 4x6 Footing 4x8 Footing 4x10 Footing 2X6 @12 in @16 in @24 in 9ft-10in 8ft-9 in 7ft-1 in 5ft-5in 5ft-8in 6ft-lin B B B 7ft-2in 7ft-6in 8ft-Oin B B B 8ft-10in 9ft-2in 9ft-10in C B B 2X8 @12in @16 in @24 in 12ft-9in 11ft-1 in 9ft-Oin 4ft-11in 5ft-2in 5ft-7in B A B 6ft-6in 6ft-11in 7ft-5in B B B 8ft-Oin 8ft-5in 9ft-1in B C B 2X10 @12in @16 in @24 in 15ft-7in 13ft-6in 11ft-Oin 4ft-7in 4ft-10in 5ft-3in B B A 6ft-Oin 6ft-5in 6ft-11in B B B 7ft-5in 7ft-10in 8ft-5in C C B FOOTING TYPES • TYPE SIZE NOTE: A 12" X 12" X 12" Pier blocks may be substituted for Type A footings B 16"X16"X12" C 18"x18"x12" *Footing sizes based on assumed soil bearing pressure of 2000 p.s.f. Contact your jurisdiction for additional restrictions. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 9 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 2 0 2016 PERMIT CENTER THE BUILDER / CONTRUCTOR MUST VERIFY DIMENSIONS, SIZES AND DETAILS PRIOR TO CONSTRUCTION. THE DESIGNER'S RESPONSIBILITY TERMINATES UPON ISSUANCE OF BUILDING PERMIT AND DOES NOT ASSUME LIABILITY FOR ANY ERRORS OR OMMITTONS. ALL GOVERNING CODES AND REGULATIONS SHALL SUPERSEDE THESE DRAWINGS AND WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED. AMERICAN HOME PLANNERS RESIDENTIAL DESIGN AND DRAFTING SERVICE Custom Plans, Stock Plans, Remodels & Additions 2812 Colby Avenue, Everett WA 98201 Phone:4425) 258-6400 Fax: (425)742-8130 email: plans@americanhomeplanners.com TUKWILA RESIDENCE 11854 - 42ND AVENUE S, TUKWILA WA 98168 EXIST DECKS TO RE -BUILD 5 5