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HomeMy WebLinkAboutPermit D16-0234 - HUNTER RESIDENCE - GARAGEHUNTER GARAGE 3509 S 137 ST D16-0234 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.eov DEVELOPMENT PERMIT 8864000735 Permit Number: D16-0234 3509 S 137TH ST HUNTER GARAGE Issue Date: 9/9/2016 Permit Expires On: 3/8/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: HUNTER NATHANIEL A 3509 S 137TH ST, TUKWILA, WA, 98168 ELIZABETH EMERICK 7602 BRIDGEPORT WAY WA, LAKEWOOD, WA, 98499 TUFF SHED INC 8939 SOUTH 190TH STREET, #D , KENT, WA, 98031 TUFFSI*038RZ NATHANIEL HUNTER Address: 3509 S 137TH ST, TUKWILA, WA, 98168 Phone: (253) 301-4157 Phone: Expiration Date: 7/2/2017 DESCRIPTION OF WORK: REPLACE AN EXISTING GARAGE WITH A NEW SLIGHTLY LARGER GARAGE THAT IS TO BE LOCATED IN THE SAME PLACE AS THE EXISTING Project Valuation: $29,454.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $1,155.24 Occupancy per IBC: U Water District: 125 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: 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: Date: iq 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: ,/�ef !� Print Name: /" !/ t44i vim^ Date: V9(775 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: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0201 FOOTING 0409 FRAMING 0401 ROOF SHEATHING 0413 WALL SHEATHING/SHEAR CITY OF TUKkA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Penult No. Project No. p Date Application Accepted: �b b (For office use only) Date Application Expires:310 CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 886400-0735 Site Address: 3509 �S 137th St Tenant Name: 1 i 1!t rit r &/AlWei Suite Number: PROPERTY OWNER Name: Elizabeth Emerick Address: 7602 Bridgeport Way W. Name: Nathaniel Hunter Phone: (253) 301-4157 Fax: Email: elizabeth@beylerconsulting.com Address: 3509 S 137th St City: T kw; . State: kv-4 City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Elizabeth Emerick Address: 7602 Bridgeport Way W. City: Lakewood State: WA Zip: 98499 Phone: (253) 301-4157 Fax: Email: elizabeth@beylerconsulting.com GENERAL CONTRACTOR INFORMATION Company Name: Tuff Shed Inc Address: 17500 W Valley Hwy Ste 100 City: Tukwila State: WA Zip: 98188 Phone: (425) 251-8833 Fax: Contr Reg No.: CC TUFFSI*038RZ Exp Date: 07/02/2017 Tukwila Business License No.: BUS -0101514 H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9.1 I .docs Revised: August 2011 bh Floor: New Tenant: ❑ Yes ❑..No ARCHITECT OF RECORD Name:a��/ 'lli?i r �� /441fict. Company Name: Address: 35 0 ! ` %)f) Srit Architect Name: City: T kw; . State: kv-4 Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name:a��/ 'lli?i r �� /441fict. Company Name: Address: 35 0 ! ` %)f) Srit Engineer Name: City: T kw; . State: kv-4 Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name:a��/ 'lli?i r �� /441fict. Address: 35 0 ! ` %)f) Srit City: T kw; . State: kv-4 Zip: ,4 y P Page 1 of 4 BUILDING PERMIT INFORMATIC 206-431-3670 Valuation of Project (contractor's bid price): $ 30,000 Describe the scope of work (please provide detailed information): Replace an existing garage with a new slightly larger garage that is to be located in the same place as the existing. Existing Building Valuation: $ Will there be new rack storage? ❑ Yes O.. 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) 600 *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? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm • 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 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:\Applications\Forms-Applications On Line \2011 ApplicationsTermit Application Revised - 8-9-I l.docx Revised: August 2011 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 529 600 VB U 2' Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 600 *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? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm • 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 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:\Applications\Forms-Applications On Line \2011 ApplicationsTermit Application Revised - 8-9-I l.docx Revised: August 2011 bh Page 2 of 4 TP—UBLIC WORKS PERMIT INFC ATION — 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 0 ...Tukwila ❑ ...Sewer Use Certificate 0 .. Highline ❑... Valley View El .. Renton ❑ ... Sewer Availability Provided 0 .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system. provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 ...Bond El .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ l ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 El ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water El ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. El ...Water Only Meter Size ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage El .. Abandon Septic Tank El .. Curb Cut 0 .. Pavement Cut El .. Looped Fire Line 13 ❑ ...Sewer Main Extension Public El ...Water Main Extension Public 11 11 11 31 CI 11 WO # WO # WO # Private ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding El ... Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line El ...Water ❑ ...Sewer Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) ❑ ... Sewage Treatment Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:Wpplications\Forms-Applications On Line\20I I Applications\Permit Application Revised - 8-9-t l.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: mac. ►fQ./ 1.40,‘, Mailing Address: c�SO9 S 13/7L4 9/ H:Wpplications\Forms-Applications On Line\201 t Applications\Permit Application Revised - 8-9.1 l.docx Revised: August 2011 bh Day Telephone: �1~7t1;� City Date: 3/0D 76o L((3 6/(2- 9d lgg State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $1,155.24 D16-0234 Address: 3509 S 137TH ST Apn: 8864000735 $1,155.24 DEVELOPMENT $1,121.39 PERMIT FEE R000.322.100.00.00 0.00 $676.90 PLAN CHECK FEE R000.345.830.00.00 0.00 $439.99 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $33.85 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R9219 R000.322.900.04.00 0.00 $33.85 $1,155.24 Date Paid: Thursday, August 18, 2016 Paid By: NATHANIEL HUNTER Pay Method: CHECK 201 Printed: Thursday, August 18, 2016 8:08 AM 1 of 1 ClSYSTEMS INSPECTION RECORD Retain a copy with permit INS ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 section Re quest Line 206 438-9350 --402:&g 6300 Sou Permit In p q ( ) Projecct: � / /"'e C 4. �d 46e biDU Typ of Inspection: ���aUN I�.�)A&"s 1, L Address: 1't 5j37VISr Date Called: Special Instructions: CAS- Date Wanted Z2Ao Requester: AI i EL Phone No: 7 -4/13^x162. Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Ato Date: zi2zhio 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 T)1e- 02/3? 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Proje4t: j tiknaC. ' ' Type eection: c'rw't � r� Addre •Date 0r S 137,s'^' Called: Special Instructions: Date Wante : 41 le ila a.m: Request : Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: 41A1 Date 14/ t REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. <ki\ IIIT INSPECTION RECORD Retain a copy with permit I N SP �"S N NO. 6 -o23? PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 \&ki Projec : WI TW A46i Type of Inspection: ' 5i- ) '46- A dress: 3s -o 13-217457-- Date Called: Special Instructions: Date Want am Reques r: Phone No: KApproved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: Date: // REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPE TION NO. INSPECTION RECORD Retain a copy with permit D/6-623LI PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project; / J c'tZ t 17,96& Type of Inspection: ti1ALL S s117-1 /ATSA/1W Address: S i37V CT-- 'Spec—0t9 Date Called: ial Instructions: Special Date Wanted'ny N /©/� p.m. Requeste . 7-71a, Phone No: q S = Os/ - 6933 la Approved per applicable codes. L_J Corrections required prior to approval. COMMENTS: I Date: lf' /0 14 inspe tion fee must REINSPECTION FEE REQUIRED. Prior to nextp be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit iT TION NO. PERMIT NO. b� - 62314 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projec . �- viow G. 4- Type of Inspection: / /ALL Si J� Sf r2 Address: SSOa/ S 13 7 Sr Date Called: Special Instructions: Date Wanted 1/ �� a.m p. m. Request . 2 4c 7 Phone No: T2s-7go-11 L Approved per applicable codes. Corrections required prior to approval. COMMENTS: !) /44/%1AZ- kniie Aim0Aig- AA13,• /6-1-_-D A/Max/id-- Z") S 1-17iiJZ jr,ii- QAJC-' ?' atl Inspector: Date: 8/06 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 INS ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project J4ut,j 2 6A -1 -rte T of Insp ction: P -i - Address: Sol S137T 21"-- Date Called: Special Instructions: Date Wanted // / �l� a.rr P.m. Requester. Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: l pi�/ A'n4i /Ala- eta" , Com PL A AfV11;677ee 6-sciteblizg /,<rsi'er7v/ Inspector:Ar mi Date: REINSPECTION FEE REQUIRED. Prior to next inspedtion. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit IN TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ISG -UZa0 Project. .407 6-AaA ' Type spection: FaroAJci' Address: sa9S aim cr Date Called: Special Instructions: Date Wand 406„, Requester/ `7'kAo Phone No: ad-- 9 lq - 3777 Usi Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector Date: i.?;Z /Q 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 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 \e Probe / nu Aire?? Cr i.&l. Type pection: -t-7 Al 6 - Address: SS -be/ S 27711 T S7-- Date Called: Special Instructions: Date Wante /0 7/ G a�IL p.m. Requeste : 0/A4i Phone No: 7 206 - 9fl - 3777 / ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 1 livp,Si 1 Afe- 1 AL&I,d-AIS V L L:C /T I' 1,JJ % etie Mt'a o— P / " kni 1e~ Ai---ecneAines S )b41 LLr O (401. 1 Inspector: ./1v1 Date:/ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. CAD MEI X:\Projects\18-000\18-232 Hunter Garage Submittal. Tukwila\4CMI Engineering\Engineering Drawings \18232 Site Plan 2018.07.01.dwg 133RD ST '^ 5 1;30.0 St Qv y s li5TH sr .i ^ '^ 5137TH T 5 137TH 5T PROJECT SITE > s 190m ST5 40TH 5T o M 5144TH o T / 5146m S ST VICINITY MAP N.T.S 30' CENTERLINE 60' R.O.W. EDGE OF J �I ASPHALT EXISTING -- SIDEWALK --. 6' f EDGE OF CURB PORTION OF SECTION 15, TOWNSHIP 23N., RANGE 04E., W.M, 3509 S 137TH ST PARCEL #8864000735 \ EXISTING RESIDENCE \\\\\\\\\\ 20' BUILDING SETBACK \\\\\\\\\\\�\ L\ \ 20' EXISTING WALK EXISTING SHARED • CURB CUT SITE PLAN EXISTING BUILDING \ 1\ 290 \I:RO ERIK C, NI \l'V(, CI1111,1' 3511S137111ST #88511,0)730 5' BUILDING SETBACK REVIEWED FOR ODE CNCS RAVE � SEP 0 1 2016 City of Tukwila BUILDING DIVISION FOWLER LI:O\ 1.E51.111 1371 37111 AVE S #8861000715 BUILDING SETBACK PROPERTY LINE (TYP) LINE (TYP) \\\\\\\ \ EXISTING RESIDENCE \ \\\\\\\\\\\\\\\\\\\\\ EXISTING UPPER - LEVEL DECK // EXISTING GARAGE TO BE REMOVED/ PROPOSE GARAGE NEW GARAGE STORM a WATER MANAGEMENT TO MATCH EXISTING ///i9" 27 10' BUILDING SETBACK ) ti IIARR1AGTOA VICKI LYAv 1373-13-11 11 .AVE S #\561000555 EXISTING Tib 4M I V E D CITY OF TUKWILA H YLTISRMNC1RRIL: 13730 34TH \\ E S #58540005550 5' BUILDING SETBACK EXISTING BUILDING TOPOGRAPHIC NOTE THIS IS NOTA SURVEY. THE EXISTING CULTURAL AND TOPOGRAPHICAL DATA, SITE FEATURES, ELEVATIONS, AND PROPERTY BOUNDARIES SHOWN ON THESE DRAWINGS HAVE BEEN PREPARED BASED UPON INFORMATION FURNISHED BY THE OWNER, PIERCE COUNTY RECORDS, AND OTHER PUBLIC GIS INFORMATION. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, BEYLER CONSULTING CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. IT IS RECOMMENDED THAT A LICENSED SURVEYOR ALWAYS BE USED TO SET CORNERS, ESTABLISH LOT LINES AND DETERMINE ELEVATIONS. IT IS THE SOLE RESPONSIBILITY OF THE OWNER AND/OR HIRED CONTRACTORS TO VERIFY ALL INFORMATION PRIOR TO PLACEMENT OF STRUCTURES ON THE PROPERTY. ti SITE DATA PARCEL NUMBER: SITE ADDRESS: SITE AREA: ZONING: SETBACKS: FRONT: FRONT (DECK OR PORCH) BACK: INTERIOR: 8864000735 3509 S 137TH ST 8,426 SF (0.19 ACRES) LDR, (LOW DENSITY RESIDENTIAL) 20' 15' 10' 5' \V1TKO\\ SKI J.\\I SZ & DONNA .1503 S 137-: H S"1' #MS61001'7-10 IMPERVIOUS REAS EXISTING (APPROXIMATE): SINGLE FAMILY RESIDENCE (ROOF) RESIDENCE DRIVEWAY (PGIS) DETACHED GARAGE (ROOF) PROPOSED: DETACHED GARAGE (ROOF) TOTAL: 1,087 SF (0.02 AC) 1,928 SF (0.04 AC) 520 SF (0.01 AC) 720 SF (0.02 AC) 3,735 SF (0.08 AC) V5 (5.11.1?, 1_111ES 13724 3-1T11 \VE. S #3561700555 AUG 18 2016 PERMIT CENTER 20 10 0 SCALE: 1" = 20' 20 LEGAL DESCRIPTION VAL-VUE ADDITION, PLAT BLOCK 6, PLAT LOT 39 PROJECT INFO OWNER/CLIENT: ENGINEER: NATHANIEL HUNTER 3509 5 137TH ST TUKWILA, WA 98168 TEL: XXX-XXX-XXXX BEYLER CONSULTING 7602 BRIDGEPORT WAY W LAKEWOOD, WA 98499 TEL: 253-301-4157 np.e.. DESCRIPTION z beylerconsulting.com SITE PLAN 137TH ST Lr) WASHINGTON CITY OF TUKWILA, 0 Ncsj co JOB NUMBER 16-232 SHEET 1 OF 1 SP1 5ETUFF SHED Structural Calculations for Site: Nate Hunter 3509 S 137th St. Tukwila, WA 98168 Project: 24'x30' Garage Inv. No. 1041484 Store: 170 - Seattle 17500 W Valley Hwy Tukwila, WA 98188 Engineer: Richard J. Wills, P.E. Tuff Shed Inc. 1777 South Harrison St., Ste. 600 Denver, CO 80210 (303) 753-8833 ext. 5618 Rwills@tuffshed.com Date: August 11, 2016 11 AUG 2016 Page 1 of 8 L� REVIEWED FOR CODE COMPLIANCE APPROVED SEP 01 2016 of Oucwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 8 2016 PERMIT CENTER ner 0/131- nTUFF SHED' DESIGN CRITERIA Building Code: 2015 IRC Seismic Design Category: D2 Wind Speed: 115 mph Wind Exposure: B Building Specifications Width: 24.0 ft. Length: 30.0 ft. Side Wall Height: 8.09 ft. Stud Size: 2x4 Stud Spacing: 16 in. o.c. Wall Sheathing: 3/8" Smartside Roof Sheathing: 7/16" OSB Wall Wood Species: HF Wall "A" Overhang: 12.0 in. Wall "B" Overhang: 12.0 in. Wall "C" Overhang: 12.0 in. Wall "D" Overhang: 12.0 in. Foundation: Concrete - Monolithic Foundation Anchor: J -Bolts Anchor Bolt Diameter: .5 in. Trusses Span: 24.0 ft. Left Overhang: 12.0 in. Right Overhang: 12.0 in. Spacing: 24 in. o.c. Pitch: 5./12 Lumber: HF #2 Roofing: Composition Shingles Top Chord Live/Snow Load: 25 psf Top Chord Dead Load: 10 psf Bottom Chord Live Load: 0 psf Bottom Chord Dead Load: 10 psf Occupancy Category: II -Regular Page 2 of 8 TUFF SHED. Header: Wall A, Hdr 1 Page 3 of 8 Header: Wall D, Hdr 1 Tributary Wdth= 2.0 ft. Height of wall above Header= 1.50 ft. Moment= 42,879 in. -lbs. Reaction= 866 lbs. Header Size: 2x12 Header Size: 1'/.x7'/. LVL Number of Headers: 2 Number of Headers: 2 Header depth= 11.25 in. Lumber . Header depth= 7.25 in. Lumber Total header width= 3.0 in. HF#2 Total header width= 3.50 in. LVL 2600Fb Header span= 16.50 ft. Fb= 850 psi Header span= 16.50 ft. Fb= 2600 psi F,= 525 psi Ft= 1555 psi Bending F,= 150 psi Bending F0= 285 psi Sx 63.28 cu.in. F0F= 405 psi S 30.66 cu.in. F,= 750 psi F'b= 878 psi Fc= 1300 psi OR F'b= 2847 psi Fc= 2510 psi fb= 678 psi E= 1,300,000 psi fb= 1398 psi E= 1,900,000 psi Em;„= 470,000 psi E,,; 965,710 psi Good/No Good? O.K. Lumber Factors Good/No Good? O.K. Lumber Factors CD= 1.15 Duration C0= 1.15 Duration Shear CM= 1.00 Wet Service Shear CM= 1.00 Wet Service F',, 173 psi C,= 1.00 Temperature F'1 328 psi C,= 1.00 Temperature f, 39 psi CL= 0.90 Beam Stability fy= 51 psi CL= 0.95 Beam Stability Good/No Good? O.K. CF= 1.00 Size Good/No Good? O.K. CF= 1.00 Size C,� 1.00 Flat Use Cr, 1.00 Flat Use Deflection Ci= 1.00 Incising Deflection C 1.00 Incising E'= 1,300,000 psi Cr= 1.00 Repetitive Member E= 1,900,000 psi C 1.00 Repetitive Member 1= 355.957 C,= 1.00 Form 1= 111.148 CF 1.00 Form Deflection Ratio= L/180 TL (L/x) L/240 LL(Ux) Deflection Ratio= U180 TL(LA) U240 LL(Ux) Allowable Deflection= 1.10 in. .83 in. Allowable Deflection= 1.10 in. 1.10 in. 4= .38 in. .23 in. 4= .83 in. .51 in. Good/No Good? O.K. O.K. Good/No Good? O.K. O.K. Header: Wall D, Hdr 1 Tributary Width= 13.0 ft. Height of wall above Header= 1.50 ft. Moment= 9,506 in. -lbs. Reaction= 975 lbs. Header Size: 2x6 Header Size: 13/4x31/. LVL Number of Headers: 2 Number of Headers: 2 Header depth= 5.50 in. Lumber Header depth= .3.50 in. Lumber Total header width= 3.0 in. HF#2 Total header width= 3.50 in. LVL 2600Fb Header span= 3.25 ft. Fb= 850 psi Header span= 3.25 ft. Fb= 2600 psi F,= 525 psi F1= 1555 psi Bending F, 150 psi Bending F, 285 psi Sr 15.13 cu.in. F0F= 405 psi S„= 7.15 cu.in. F,= 750 psi F'b= 1263 psi F0 1300 psi OR F'b= 2981 psi Fc= 2510 psi fb= 629 psi E= 1,300,000 psi fb= 1330 psi E= 1,900,000 psi E,,, 470,000 psi Em,,= 965,710 psi Good/No Good? O.K. Lumber Factors Good/No Good? O.K. Lumber Factors CD= 1.15 Duration CD= 1.15 Duration Shear CM= 1.00 Wet Service Shear CM= 1.00 Wet Service F'� 173 psi C,= 1.00 Temperature F'„= 328 psi C1= 1.00 Temperature f,' 89 psi CL= 0.99 Beam Stability 1 f,= 119 psi CL= 1.00 Beam Stability Good/No Good? O.K. CF= 1.30 Size Good/No Good? O.K. CF= 1.00 Size C,„= 1.00 Flat Use C,„= 1.00 Flat Use Deflection Ci= 1.00 Incising Deflection C,= 1.00 Incising E'= 1,300,000 psi Cr= 1.00 Repetitive Member E'= 1,900,000 psi Cr= 1.00 Repetitive Member 1= 41.59375 Cr= 1.00 Form 1= 12.50520833 C,= 1.00 Form Deflection Ratio= U180 TL (Us) L/240 LL(Ux) Deflection Ratio= L/180 TL(L/x) L/240 ' LL(Ux) Allowable Deflection= .22 in. .16 in. Allowable Deflection= .22 in. .22 in. 4= .03 in. .02 in. 4= .06 in. .04 in. Good/No Good? O.K. O.K. Good/No Good? O.K. O.K. TUFF SHED' Page 4 of 8 Trimmer for: Header. Wall A, Hdr 1 Hem Fir Stud F5= 675 psi Load= 866 lbs. F,= 400 psi width= 3.50 in. Fv= 150 psi thickness= 1.50 in. Fcp= 405 psi No. of members= 1 Fc= 800 psi Unbraced Length(x)(width)= 90.0 in. E,n;c= 440,000 psi Unbraced Length(y)(thickness)= 6.0 in. Effective Length factor, K0,p= 1 Lumber Factors Effective Length factor, Ke,= 1 Co= 1.15 Duration CM= 1.00 Wet Service c= 0.8 CF 1.00 Temperature A= 5.25 sq.in. CL= 1.00 Beam Stability (I/d)„= 25.71 CF= 1.05 Size (I/d)y 4.00 Cry 1.00 Flat Use E'00 440,000 psi Cc, 1.00 Incising C,= 1.00 Repetitive Member Cr- 1.00 Form CT= 1.00 Buckling Stiffness Weak Axis Calculations(y) F,E= 22605.00 F*c= 966.00 F,e/F'c= 23.40 1+FOE/F*,/2c= 15.25 Ce= 0.99 F',= 957.53 P,u,o,,,aa 5,027 lbs. Strong Axis Calculations (x) Fcp= 546.99 F'f 966.00 F,E/F'f 0.57 1+F,E/F•,/2c= 0.98 Ce= 0.48 F'c= 462.19 P,ib,,.,ue 2,426 lbs. Good/No Good? O.K. Good/No Good? O.K. Trimmer for: Header. Wall D, Hdr 1 Hem Fir Stud Fe= 675 psi Load= 975 lbs. F1= 400 psi width= 3.50 in. F0 150 psi thickness= 1.50 in. F0F= 405 psi No. of members= 1 Fc= 800 psi Unbraced Length(x)(width)= 90.0 in. E,,;,= 440,000 psi Unbraced Length(y)(thickness)= 6.0 in. Effective Length factor, Keit= 1 Lumber Factors Effective Length factor, Ke1y,= 1 Co= 1.15 Duration CM= 1.00 Wet Service c= 0.8 CF 1.00 Temperature A= 5.25 sq.in. CL= 1.00 Beam Stability (I/d),= 25.71 CF= 1.05 Size (I/d),= 4.00 Cry 1.00 Flat Use E',„1„ 440,000 psi C;= 1.00 Incising C,= 1.00 Repetitive Member CF 1.00 Form CT= 1.00 Buckling Stiffness Weak Axis Calculations(y) F,E= 22605.00 F', 966.00 F,E/F', 23.40 1+FCE/F'c/2c= 15.25 C0= 0.99 F' 957.53 POie,e ao 5,027 lbs. Strong Axis Calculations (x) FSE= 546.99 rc. 966.00 F,E/F`0= 0.57 1+FcE/F',.12c= 0.98 Ce= 0.48 F'0 462.19 Pcuow,u.= 2,426 lbs. GoodAlo Good? O.K. Good/No Good? O.K. ?bTUFF SHED* SEISMIC CALCULATIONS Building Code: 2015 IRC Seismic Design Classification: D2 Site Class: D Ss= 1.497 F= 1 Fa= 1 R= 6.5 I= 1 p= 1.30 W= 19,889 lbs. Sips= 1.00 V= 3,970 lbs. Figure 22-1 Section 12.14.8.1 Table 11.4-1 Table 12.14-1 Table 11.5-1 Eq. 12.14-11 Eq. 12.14-11 Page 5 of 8 ffiTUFF Page 6 of 8 Wind Speed, vuLT: 115 mph Wind Speed, vAso: 89 mph Wind Exposure: B Risk Category: II -Regular Roof Angle= 22.62 Gable Wall Span= 24.0 ft. Longitude Wall Span= 30.0 ft. closure Classification: Enclosed Kit= 1 K 0.85 Kd= 0.85 Mean Roof Height= 13.09 ft. Wind Calculations (MWFRS) Alternate all -heights method (2012 IBC/2010 FBC/2013 CBC 1609.6) Section 26.10 Section 26.8.2 Table 27.3-1 Table 26.6-1 Cnet Pnet + Internal - Internal + Internal Pressure - Internal Pressure Windward wall: 0.43 0.73 7.42 psf 12.60 psf Leeward wall: -0.51 -0.21 -8.81 psf -3.63 psf Sidewall: -0.66 -0.35 -11.40 psf -6.04 psf Leeward roof: -0.66 -0.35 -11.40 psf -6.04 psf Windward roof: -0.58 -0.28 -10.01 psf -4.83 psf Wind parallel to roof: -1.09 -0.79 -18.82 psf -13.64 psf max. p,„aii= 12.60 psf max. Proof= -18.82 psf VL= 1,980 lbs. VT= 2,475 lbs. Max. uplift pressure= -15659 lbs. Max. Longitudinal Shear Max. Transversial Shear Max. uplift pressure on the building due to wind on roof Diaphragm Calculations Length (for shear) Wall A:8.Oft. Wall B: 30.0 ft. Wall C: 24.0 ft. Wall D: 27.0 ft. Edge boundary Sheathing Nail Size Nailing Nailing fallow Hb/SI'I- Factor Roof 7/16" OSB 8d 6 in. o.c. 12 in. o.c. v= 240.0 plf 220.8 plf 0.92 Wall 3/8" Smartside 8d 6 in. o.c. 12 in. o.c. v= 220.0 plf 202.4 plf 0.92 Wall 3/8" Smartside 8d 4 in. o.c. 12 in. o.c. v= 320.0 plf 294.4 plf 0.92 Wall 3/8" Smartside 8d 3 in. o.c. 12 in. o.c. v= 410.0 plf 377.2 plf 0.92 Wind Seismic vallow Wall A: 309.4 plf Wall A: 248.1 plf 377.2 plf Wall B: 66,0 plf Wall B: 66.2 plf 202.4 plf Wall C: 103.1 plf Wall C: 82.7 plf 202.4 plf Wall D: 73.3 plf Wall D: 73.5 plf 202.4 plf Roof= 66.0 plf Co= 1.00 Co= 1.00 Co= 1.00 Co= 1.00 edge nailing 3" o.c. 6" o.c. 6" o.c. 6" o.c. ®TUFF SHED' Page 7 of 8 Fb= 1500 psf Foundation Stem Wall Height= .0 in. Foundation Depth= 18.0 in. Pm,x 665.9 plf b55= 5.33 in. PL,,,,x 975 lbs. b09 93.60 sq.in. Rectangular pad= 2.60 in. Foundation Calculations Min. allowable bearing pressure Height of foundation from the top of the slab to the top of the stemwall Depth of the foundation from the top of the slab to the bottom of the footing Max. load per foot of wall min. required footing width Maximum point load Min. required footing area min. required footing width Wall A No. anchor bolts= 4 Width= 8.0 ft. Height= 8.09 ft. Pw;nd= 2,475 lbs. P,,,; 1,985 lbs. Wall Weight= 412.32 lbs. Upliftw;nd= 2,296.59 lbs. Uplift,,;,,,; 1,198.89 lbs. Allowable Service, wind: 1.45 Allowable Service, seismic: 0.66 Wall C No. anchor bolts= 4 Width= 24.0 ft. Height= 8.09 ft. Pw;na= 2,475 lbs. PSevm,c 1,985 lbs. Wall Weight= 1,188.96 lbs. Overturning Calculations Wall B No. anchor bolts= 5 Width= 30.0 ft. Height= 8.09 ft. Pw;na= 1,980 lbs. P,„,c= 1,985 lbs. Wall Weight= 1,612.20 lbs. (neg. value=dead load>uplift) Upliftw;nd= -272.18 lbs. (neg. value=dead load>uplift) Uplift,e;,n -431.42 lbs. N.G. Holddowns required. Allowable Service, wind: 0.00 ok. No additional holddowns required. Allowable Service, seismic: 0.00 Upliftw;na= 239.77 lbs. (neg. value=dead load>uplift) Upliftse;sn,;c= -126.13 lbs. (neg. value=dead load>uplift) Allowable Service, wind: 0.49 ok. No additional holddowns required. Allowable Service, seismic: 0.00 ok. No additional holddowns required. Wall D Noanchor bolts= 4 Width= 27.0 ft. Height= 8.09 ft. Pwmd= 1,980 lbs. Pse;; 1,985 lbs. Wall Weight= 1,466.58 lbs. Upliftw;na= -140.04 lbs. Upliftse;sn,;0 -316.98 lbs. Allowable Service, wind: 0.00 Allowable Service, seismic: 0.00 (neg. value=dead load>uplift) (neg. value=dead load>uplift) ok. No additional holddowns required. ok. No additional holddowns required. (neg. value=dead load>uplift) (neg. value=dead load>uplift) ok. No additional holddowns required. ok. No additional holddowns required. Wind uplift= -15,658.70 lbs. Min. building weight= 11,933.16 lbs. Additional min. dead load= .0 lbs. Net uplift= -3,725.54 lbs. Total no. of anchor bolts (min.)= 17 Anchor bolt uplift= 39,445.31 lbs. OK. No additional anchors needed. Building Uplift additional dead load due to steel floor, wood base, or other permanent loads,if any, .(not including foundation) (positive number = no uplift) (Does not include additional holddowns for overturning of the walls.) Seismic uplift= 11,933.16 lbs. (0.6-0.14So5)D+0.7E Total no. of anchor bolts (min.)= 17 Anchor bolt uplift= 39,445.31 lbs. OK. No additional anchors needed. Max. Seismic Uplift (Does not include additional holddowns for overturning of the walls.) TUFF SHED* Axial Load Stud Spacing= 16 in. o.c. Max. Load on wall= 665.9 plf depth= 3.50 in. width= 1.50 in. No. of members= 1 Length (depth)= 92.58 in. Length (width)= 12.0 in. Kacx)= 1 KOcr)= 1 KOE= 0.3 c= 0.8 Bearing Wall Calculations Lumber Hem Fir Stud Fb= 675 psi Ft= 400 psi Fs,= 150 psi FOP= 405 psi Fc= 800 psi Em;„= 440,000 psi unbraced length (depth)(x)(in.) E= 1,200,000 psi unbraced length (width)(y)(in.) Lumber Factors effective length factor (x) Co= 1.15 Duration for gravity load effective length factor (y) CM= 1.00 Wet Service Ct= 1.00 Temperature CL= 1.00 Beam Stability CF= 1.05 Size for FO Load= 888 lbs. Load per stud Cry 1.00 Flat Use C= 1.00 Incising A= 5.25 sq.in. Cr= 1.15 Repetitive Member (1/d), 26.45 C= 1.00 Form (I/d),= 8.00 CT= 1.00 Buckling Stiffness (2005 NDS 4.4.2) E'm;n= 440,000 psi CF= 1.10 Size for Fb CD= 1.60 Duration for lateral load C, 1.50 Repetitive Member (wind) Weak Axis Calculations(y) Strong Axis Calculations (x) FOE= 5651.25 FbE= 516.92 F*0 966.00. F*c= 966.00 FOE/F*c= 5.85 FOE/F*c= 0.54 1+FOE/F*O/2c= 4.28 1+FOE/F*0/2c= 0.96 CF.= 0.96 CF= 0.46 F'c= 929.41 F'0= 442.24 Panowable 4,879 lbs. Panowabie= 2,322 lbs. Good/No Good? O.K. Good/No Good? O.K. Wind Load Wind load per stud= -25.1 plf Moment= -2,240 in. -lbs. Reaction= -97 lbs. Header depth= 3.50 in. Total header width= 1.50 in. Header span= 8.0 ft. Bending S% 3.06 cu.in. F'b= 1782 psi fb= -732 psi Good/No Good? O.K. Shear 240 psi fv= -28 psi Good/No Good? O.K. Combined Bending and Axial Loading F'c= 615.29 fc 75 psi Combined stress index= 0.50 Good/No Good? O.K. combine allowable compressive stress combine compressive stress Page 8 of 8 ,., Tuff Shed 1777 S Harrison St Suite 600 Denver, CO 80210 Truss: LO1 JobName: 170-1041484 Designer: SJ Date: 07/20/16 07:23:55 Page: 1 of3 SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 24-0-0 5 /12 2 0-10-0 0-10-0 0-0-0 0-0-0 1 24 in 92 lbs 25-8-0 p-10-0 12-0-0 12-0-0 0-10-Q' "e1 in 5 12 a 3x4 - ��I 1 1 , 12-0-0 ° 4 5 F.- 24-0-0 I 9 10 REVIEWED OR CODECOMPLIANCE APPROVED SEP 01 2016 —1-0 5 . 11 Cr If Tu la '''�i.'1GPIVISION T .A'•AAA...A.•"A'�• A....�A. A:$.&... „A.&AA!.,,..,. AAA...... �AAA.4.t. A���� AA:��r!,..AA -F •�N41,��•A _ 5x6 0-0-0 0-0-0 24-0-0 24-0-0 All plates shown to be Eagle 20 unless otherwise noted. Loading (psi) TCLL: 25 TCDL: 10 BCLL : 0 BCDL : 10 General BldgCode: IRC 2015/ TPI 1-2007 Rep Mbr Increase : No Lumber D.O.L.: 115 % CSI Summary TC: 0.09(1-2) BC: 0.07(13-14) Web : 0.08 (7-19) Deflection L/ (roc) Allowed Vert TL: Din L/999 (13-13) L/180 Vert LL: Oin L/999 (13-13) L1240 Harz TL: 0 in RFCEIVED Reaction Summary CITY OF T U KW I LA Brg Combo BrgWidth Max React Ave React Max Gray Uplift Max MWFRS Uplift Max C&C Uplift Max Uplift Max Horiz I 198 lbs 95 plf -26 lbs -65 lbs -65 lbs -161 lbs Material Summary Bracing Summary AUG 1 2016 TC HF #2 2 x 4 ' TC Bracing: Sheathed or Purlins at 6-3-0, Purlin design by Others. BC HE #2 2 x 4 Webs HE Stud 2 x 4 BC Bracing: Sheathed or Purlins at 10-0-0, Purlin design by Ghp.E R M I T CENTER Loads Summary 1) This truss has been designed for the effects of wind loads in accordance withASCE7 - 10 with the following user defined input 115 mph (Factored), Exposure C, Enclosed, Gable/Hip, Risk Category II, Overall Bldg Dims 24 ft x 30 ft, h = 15 ft, End Zone Truss, Both end webs considered. DOL= 1.60 4- 2) Unbalanced roof live loads have not been considered -Y/ Member Forces Summary Table indicates: Member ID. max CSL max axial force. (max comer force if different from mmm ax axial force). Only foes greater than 300Ibs ashown in this table s WIOC s�/, Tc I Ii,• • BC r Webs I I F i,Notes: rt:1) Unless noted otherwise, do not cut or alter any truss member or plate without prior approval from a Professional Engineer. !j If2) Gable requires continuous bottom chord bearing. 3) Gable webs placed at 24' OC, U.N.O. ti i S T4) Attach gable webs with 2x4 20ga plates, U.N.O.]aiAL k 5) Bracing shown is for in-plane requirements. For out-of-plane requirements, refer to BCSI-B3 published by the SBCA. 6) When this truss has been chosen for quality assurance inspection, the Double Polygon Method per TPI 1-2007/Chapter 3 shall be used. 7) The fabrication tolerance for this roof truss is 0 %(Cq = 1.00). 11 AUG U G L^O16 8) Listed wind uplift reactions based on MWFRS & C&C loading. Plate: 3x4 - Plate: 2x4 I 2 M Plate: 2x4 I 3 M Plate: 2x4 iliv,„ Pill,. Ili iii Pli iropp Illil ..., f Illa la C 14-3-14—DPI Angle:0 deg Angle:90 deg Angle:90 deg Angle:90 deg DI io gm/ DrR51 ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING ANYTRUSS BASED UPON THIS TRUSS DESIGN DRAWING ARE INSTRUCTED TO REFER TO ALL OF THE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL PRODUCTS DESIGN NOTES ISSUED WITH THIS DESIGN AND AVAILABLE FROM EAGLE UPON REQUEST DESIGN VALID ONLYWHEN EAGLE METALCONNECTORS ARE USED. • TrueBuild® Software v5.5.1.135 Eagle Metal Products Dallas. TX 75234 Tuff Shed 1777 S Harrison St Suite 600 Denver, CO 80210 Truss: LO 1 JobName: 170-1041484 Designer: Si Date: 07/20/16 07:23:55 Page: 2 of 3 SPAN PITCH QTY OHL OHR CANTL CANTR PLYS SPACING WGT/PLY 24-0-0 5 /12 2 0-10-0 0-10-0 0-0-0 0-0-0 1 24 in 92 lbs Plate: 2x4I 5 Plate: 2x4I 6 Plate:4x6- 7 Plate: 41 Q i dad\ 51 I I PI 6110° - i gill 4 101111 Angle:90 deg MhiINI100, Angle:0 deg Mgle:90 deg Angle:90 deg Plate: 4 I 9 Plate: 4 1 0 Plate: 4, 1 1 Plate: 4 I 1 2 i Angle:90 deg Ntill1V kg i Pil 140. 1111111 tn. i to- Pil 0, kg Pill to.. lil Angle:90 deg Angle:90 deg Angle:90 deg Plate: 3x4 - 1 3 Plate: 2x4 I 14 Plate: 2x4 I 15 Plate: 2x4 I 16 Pill Pill Pill f El co M 'II' 'hig141.1" M MEE ■ A Ems N Angle:0 deg I.4-3-14—* ■ ■ Angle:90 deg Angle:90 deg Angle:90 deg Plate: 2x4I 17 Plate: 2x4I 18 Plate:5x6- 19 Plate:2x4I 20 PPR PI PRI _ ao I higgRiP 'lei- ao c) mos 'Lis ,o - w aO y - ■ ■ Angle:0 deg Mgle:90 deg Angle:90 deg Angle:90 deg ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING ANYTRUSS BASED UPON THIS TRUSS DESIGN DRAWING ARE INSTRUCTED 10 REFER TO ALL OF THE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL PRODUCTS DESIGN NOTES ISSUED WITHTHIS DESIGN AND AVAILABLE FROM EAGLE UPON REQUEST DESIGN VALID ONLYWHEN EAGLE METALCONNECTORS ARE USED. TrueB uild® Software v5.5.1.135 Eagle Metal Products Dallas. DC 75234 Tuff Shed 1777 S Harrison St Suite 600 Denver, CO 80210 Truss: L01 JobName:.170-1041484 Designer SJ Date: 07/20/16 07:23:55 Page: 3 of 3 SPAN PITCH QTY OHL OHR CANTL CANTR PLYS SPACING WGT/PLY 24-0-0 5 /12 2 0-10-0 0-10-0 0-0-0 0-0-0 1 24 in 92 lbs Plate: 2x4 I 21 . Plate: 2x41 o 22 Plate: 2x4 I 23 Plate: 2x4 I 24 PI Pim Pill.deb. P11.406. 03 'Whigil (`7 M um iIi(i1ci, f") ms Angle:90 deg gle:90 deg Angle:90 deg Angle:90 deg • ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING ANYTRUSS BASED UPON THIS TRUSS DESIGN DRAWING ARE INSTRUCTED 10 REFER TO ALL OF THE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SETFORTH IN THE EAGLE METAL PRODUCTS DESIGN NOTES ISSUED WITH THIS DESIGN AND AVAILABLE FROM EAGLE UPON REQUEST DESIGN VALID ONLY WHEN EAGLE METALCONNECTORS ARE USED. TrueBuild® Software v5.5.1.135 Eagle Metal Products Dallas. TX 75234 Tuff Shed 1777 S Harrison St Suite 600 Denver. CO 80210 Truss: T01 JobName: 170-1041484 Designer: Si Date: 07/20/16 07:22:34 Page: 1 of2 SPAN PITCH QTY OHL OHR CANTL CANTR PLYS SPACING WGT/PLY 24-0-0 5 /12 14 0-10-0 0-10-0 0-0-0 0-0-0 1 24 in 79 lbs 25-8-0 i-10-0 6-3-14 5-8-2 5-8-2 6-3-14 A 10 r I 6-3-14 12-0-0 17-8-2 24-0-0 5l - T 5 12 2>(24 \ 2x44 I12 5 m N 4 , d 1 3 v LLL W.4x5 8 7 6� 3x4 - 4x6 - '2 0-0-0 0-0-0 8-2-10f 7-6-12 8-2-10 8-2-10 15-9-6 24-0-0 All plates shown to be Eagle 20 unless otherwise noted. Loading (psi) TCLL : 25 TCDL : 10 BCLL : 0 BCDL : 10 General Bldg Code : IRC 2015/ TPI 1-2007 Rep Mbr Increase : Yes Lumber D.O.L.: 115 % CSI Summary TC : 0.50 (1-2) BC : 0.75 (5-6) Web : 0.25 (3-8) Deflection LJ (hoc) Allowed Vert TL: 0.28 in L / 987 (5-6) L / 180 Vert LL: 0.12 in L / 999 (5-6) L / 240 Horz TL: 0.07 in 5 Reaction Summary IT Brg Combo Brg Width Rqd Brg Width Max React Max Gray Uplift Max MWFRS Uplift Max C&C Uplift Max Uplift Max Horiz 1 5 Material TC BC Webs Loads 1) This Risk Category 2) Unbalanced 3) Minimum Member TC I 3.5 in 1.87 in I 3.5 in 1.87 in Summary HE #2 2 x 4 - HF #2 2 x 4 HF Stud 2 x 4 Summary truss -has been designed for the effects of wind II, Overall Bldg Dims 24 ft x 30 ft, h roof live loads have not been considered storage attic loading has been applied in Forces Summary Table 1-2 0.498 -2,184 lbs 2-3 0.433 -1.936 lbs 1,138 lbs 1,138 lbs loads in accordance withASCE7 - 10 with the = 15 ft, End Zone Truss, Both end webs considered. accordance with IRC 301.5 indicates: Member m. max CSI. max axial force. 34 0.433 -1.936 lbs 4-5 0.498-2.1841bs -104 lbs -323 lbs -104 lbs -323 lbs Bracing Summary TC Bracing: Sheathed or Purlins BC Bracing: Sheathed or Purlins following user defined input: 115 mph (Factored), DOL= 1.60 (ma' compr force if different Born max axial force -323 lbs 19 lbs -323 lbs at 3-4-0, Purlin design by Others. at 9-0-0, Puffin design by Others. Exposure C, Enclosed, Gable/Hip, m . Only foes greater than 3001bs ate shown in this table, 3' 3] +j . itok SH i` '(" 0* "Sit/ ♦ i i/� '� £i { k. 1. f 11 • f • f1 BC 5-6 0.748 1.958 lbs (-417 lbs) 6-8 0.665 1.311 lbs (-200 lbs) 8-I 0.748 1958 lbs (417 lbs) Webs Notes: 2.8 0.115 -422 lbs 3-8 0.247 656 lbs (-130 lbs) 3-6 0.247 656 lbs (-130 lbs) 4-6 0.115 422 lbs r'\ .., '�. 7 -' `/ STfcR*G I) Unless noted otherwise, do not cut or alter any truss member or plate without prior approval from a Professional Engineer. 2) When this truss has been chosen for quality assurance inspection, the Double Polygon Method per TPI 1-2007/Chapter 3 shall be used. 3) The fabrication tolerance for, this roof truss is 0 % (Cq = 1.00). 11 AUG ^ 1 ' G 2016 4) Brace bottom chord with approved sheathing or purlins per Bracing Summary. 01 6 5) Listed wind uplift reactions based on MWFRS & C&C loading. Plate: 3x6 - 1 Plate: 2x4 \ 2 coM - r01 i Angle:51 deg Plate: 5x6 - 3 fl_ Plate: x4 / A IW • *A* Angle:51 deg co M ppii IAN f lig Angle:0 deg `"? 14-3-14—* Angle:0 deg ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING ANYTRUSS BASED UPON THIS TRUSS DESIGN DRAWING ARE INSTRUCTEDTOREFER TO ALL OF THE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SETFORTH IN THE EAGLE METAL PRODUCTS DESIGN NOTES ISSUED WITHTHIS DESIGN AND AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLY WHEN EAGLE METAL CONNECTORS ARE USED. I TrueBuildt) Software v5.5.1.135 Eagle Metal Products Dallas. TX 75234 o „a Tuff Shed 1777 S Harrison St Suite 600 Denver, CO 80210 Truss: TOl JobName: 170-1041484 Designer: SJ Date: 07/20/16 07:22:35 Page: 2 of2 SPAN 24-0-0 PITCH 5 /12 QTY 14 OHL 0-10-0 OHR 0-10-0 CANTL 0-0-0 CANT R PLYS SPACING 0-0-0 1 24 in WGT/PLY 79 lbs Plate: 3x4 - N 7 Plate: 4x6 - Angle:0 deg IE -3-14—* Angle:0 deg Angle:0 deg 2-3-1101 Angle:0 deg ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING ANY TRUSS BASED UPON THIS TRUSS DESIGN DRAWING ARE INSTRUCTED TO REFER TO ALL OF THE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SETFORTH IN THE EAGLE METAL PRODUCTS DESIGN NOTES ISSUED WITHTHIS DESIGN AND AVAILABLE FROM EAGLE UPON REQUEST DESIGN VALID ONLY WHEN EAGLE METALCONNECTORS ARE USED. T rueB ui l d® Software v 5.5.1.135 Eagle Metal Products Dallas. TX 75234 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0234 DATE: 08/22/16 PROJECT NAME: HUNTER GARAGE SITE ADDRESS: 3509 S 137TH ST X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Aldo b-1'!1 Bu ding Division 914AA Ip 044.1(o Public Works `B] n ire Preven ion Structural Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 08/23/16 Structural Review Required DATE: 111 APPROVALS OR CORRECTIONS: Approved DUE DATE: 09/20/16 Approved with Conditions Corrections Required Denied (corrections entered in Reviews) Notation: (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: 12/18/2013 TUFF SHED INC Home Espafiol Contact Page 1 of 2 Search L&I A -Z Index Help My L&1 Safety & Health Claims & Insurance Workplace Rights Trades & Licensing 0 Washington State Department of Labor & Industries TUFF SHED INC Owner or tradesperson Principals SAUREY, TOM, PRESIDENT LANGTON, STEVE, VICE PRESIDENT MURPHY, DANIEL C, SECRETARY BARKER, DEL, SECRETARY KAPER, DENNIS, TREASURER PROLOW, LEE (End: 07/12/2011) Doing business as TUFF SHED INC WA UBI No. 601 645 132 17500 W VALLEY HWY STE 100 TUKWILA, WA 98188-5500 425-251-8833 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. TUFFSI.038RZ Effective — expiration 12/09/1997— 07/02/2017 Bond North American Spec Ins Co Bond account no. 2190130 $12,000.00 Received by L&I Effective date 01/08/2015 01/27/2015 Expiration date Until Canceled Bond history Insurance Old Republic Ins Co $1,000,000.00 Policy no. NWZY308030 Received by L&I Effective date 06/14/2016 07/01/2016 Expiration date 07/01/2017 Insurance history Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601645132&LIC=TUFFSI*038RZ&SAW= 9/8/2016 30' RIDGE VENT 12 5 1'-0" r 1670 DOOR 0 16'-0" 30' SOFFIT VENT 1'-0" 3/8" SMARTSIDE io L_ J 24'-0" WALL A ELEVATION 1'-0" I 30' RIDGE VENT ACCESSORY BUILDING 24' X 30' = 720 SQ FT FINISHED GRADE 30' SOFFIT VENT 3/8" SMARTSIDE io L_ 24'-0" J WALL C ELEVATION FINISHED GRADE 1'-0" DRAWING INDEX Al - PROJECT NOTES, ELEVATIONS A2 - PLANS, SHEAR WALL SCHEDULE A3 - SECTIONS, DETAILS r 30' RIDGE VENT CLASS 'A' SHINGLES -----TT YTTT , TT i T --T------ - -- _—_i -T 1 - 7 - T `-7" jiiiJ ---- I TTTTTTTTT`7T-T7-T i l —T T7"T�T �-T-- - TTTT' - -7 T% --T---77 T- TTTTZT 1 "T TTTTTTTTT-'7-7 7-TT'T 7------7-71T-I----1---- 17-7 -_5---77 -7"---T7--- T_- TT`T-`--7 .1-77-` TT i T-TTTT7 7- i--77-----7-----7J-T 77--7-7-TTT---7---T----TT 1 --7-77TTT7T- -TTT 7-7-777-7-7- -7-TTT -T---`--�7 - 1 i -7-T--7-7-7-7 1 7 ) - ! 1 7-17 7- -- 177 -7 ---T-T T -7-7J --77-- 7- 7-7 T T -7-__--_=-- I 7-7-7-7-7-T--7---- I T--7-�T.T 7 T T --- 7 ---- 77 T -T ---1--T- 1 -iTT-m 7-7-- 7 -T-�--- 7- . - 1 -TTT—-T-- J.T--i- J -7--TT----T--TT_- J- -7- - -7 77_7- 1 - 7- -7- T-- l -T--7- i77 T T- 17-1 7 1- i7- -T-iTTT-_-7-T I -7 i 7- J, -7-7-7-7-7-T` T �T 7- 7 - 1 7—T—TT"T" T7-' - -- 7-7- ---- T-- -77 T -7; l -T--7--777-- 7 TIT ; -'-T ----- TT --1---- 1 7 Ti T 7-7 - 71-7-1- - - - - r T T 1 5% DOWNSLOPE FOR 10' MINIMUM ON ALL SIDES FINISHED GRADE 1'-0" '- 3/8" SMARTSIDE 5% DOWNSLOPE FOR 10' MINIMUM ON ALL SIDES FINISHED GRADE 1,-0" L_ 30'•0" J WALL B ELEVATION 30' RIDGE VENT FOR R�VIC,a pL1ANp CODEAPPROVED SEP 01/Mt t/ City f -Tukwila BUILDING DIV1S►N , CLASS 'A' SHINGLES ' , _ '- 7- 7- -_ 7--7-_--TT- 77 . I77 - -- T T -T t I T --T-7 _1 -7 ---7----7-7-- 7- �7-----7-i I-TT—T-TTT-_`---T`- T -— T -�-- T -- ". '. _ � - —'-' ', -- T_— --'— --"— i—m -7----T --7-7=-T--7-7-7-i-1— ��l --�-7.-.TT T 1-1-7 ——� - ' — -I 1 7---TTTT_�— TT I —i -I —7-.T—i-77_.- -7T-7 -7— iS7T1 7- ii i 1-�-- _ 7- -- -r— 77 -� —1 — T- r -T -1- i 7I I 7- -— _-a77-- 1 i 7-T7 :iT7i i . - -- I I i 1 7-7- I—=7 — 7- — 7-77 ----- 7—~ - ! ---- -7- - T .T 7— 1 1 T T - L � 7 '7 T 1 I T - - _. 177-7-7-7 1 1 -7 7 7 _-77-- --�- ,-' "7-,-7 _ T —TT- 77- -----1 7-- 7- i; 71�i i i T--7--T7-i 1 i 1 1;—T --1 TT -Y----7-- 1�T---7 7- , T ---'T--7 :_7 I --T-77--- --7 —l ---7T` -777-7-- 7--T—--'TTTT`t-7- - -T--77-77- _—r , i mm .-7-7-77- 77_—_-r7 )7---'7-17 77--T-,-T-`1 3068 Dc OR SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical Di/Electrical ❑ Plumbing ❑ Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. I NOTE: Revisions will require a new plan submittal 1'-0" l and may include additional plan review fees. 1 3/8" SMARTSIDE _J 30'-0" WALL D ELEVATION AP P` -,v, m ?.-i to these No changes ez.-.1 ane:C4�pe plans witho e; onprova1 from the FtF p;annif g Division of DCD . Approved By: Date: L PROJECT NOTES DESIGN REQUIREMENTS 1. GOVERNING CODES: 2015 IRC OCCUPANCY REQUIREMENTS: GROUP U CONSTRUCTION TYPE: V -B DESIGN SCHEDULE A. BUILDING SIZE WIDTH: 24'-0" LENGTH: 30'-0" SIDE WALL HEIGHT: 8'-1 1/8" TOTAL HEIGHT: 13'-11 5/8" B. BUILDING LOADS ROOF LIVE LOAD: 25 PSF ROOF DEAD LOAD: 10 PSF C. DESIGN WIND 3 SECOND GUST, Vas: 115 MPH WIND EXPOSURE: B D. SEISMIC DESIGN CATEGORY: D2 E. SITE CLASS: D F. ROOF PITCH: 5/12 ROOFING SCHEDULE A. B. c. D. E. F. G. H. J. K. ROOF SHEATHING SHALL BE APA RATED 7/16" THICK OSB WITH FOIL BACKING. STAGGER LAYOUT PER APA CONDITION 1. PI #24/16 MIN UNBLOCKED. SHEATHING NAILING SHALL BE PER NAILING SCHEDULE. LIFETIME DIMENSIONAL FIBERGLASS SHINGLES (CLASS A) (U.N.O.). 15 LB. ROOFING FELT. TYPE 'D' METAL DRIP EDGE FLASHING REQUIRED ALL SIDES. TRUSSES SHALL BE SPACED @ 24" OC. SEE SEPARATE TRUSS SHEETS FOR TRUSS FRAMING AND MATERIALS. TRUSS CONNECTION PLATES 'EAGLE METAL PLATES'. THE TRUSS PLATE INSTITUTE (TPI) (NER QA 430) IS THE INSPECTION AGENCY RESPONSIBLE FOR IN -PLANT INSPECTIONS. TRUSS MANUFACTURER: TUFF SHED, INC. WOOD FRAMING A. ALL WALL FRAMING MEMBERS SHALL BE STUD GRADE OR BETTER WITH THE FOLLOWING DESIGN VALUES: Fb = 675 PSI, Ft = 400 PSI, Fv = 150 PSI, Fc = 800 PSI PARALLEL TO GRAIN, E = 1,200,000 PSI. B. STUDS SHALL BE SPACED @ 16" OC. C. FASTEN EXTERIOR WALL SHEATHING TO FRAMING PER NAILING SCHEDULE. D. PROVIDE SOLID BLOCKING AT ALL HORIZONTAL JOINTS OCCURRING IN BRACED WALL PANELS PER R602.10.1. E. SHEAR WALL MATERIAL SHALL BE AS SPECIFIED IN SHEAR WALL SCHEDULE. F. SHEAR WALL NAILING SHALL BE AS SPECIFIED IN SHEAR WALL SCHEDULE. SOIL A. MIN. REQUIRED SOIL TYPE SHALL BE CLAY, SANDY CLAY, SILTY CLAY, OR CLAYEY SILT (CL, ML, MH & CH). PRESCRIPTIVE ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN IS 1500 PSF AT 12" DEEP. VALUES ARE PER TABLE R401.4.1. B. IN THE EVENT OF THE DISCOVERY OF EXPANSIVE SOILS, FOUNDATION WILL EXTEND MIN. 2'-0" BELOW GRADE. C. ALL FOOTINGS SHALL BE FOUNDED ON UNDISTURBED NATURAL SOIL. D. IN THE EVENT EXCAVATIONS REVEAL UNFAVORABLE CONDITIONS, THE SERVICES OF A SOILS ENGINEER MAY BE REQUIRED. . PERMIT A. PERMIT APPLICATIONS, WHERE NO PERMIT IS ISSUED, SHALL EXPIRE PER LIMITATIONS SET BY LOCAL CODES. SECTION R105. B. JOB CARD REQUIRED TO BE AVAILABLE FOR SIGNATURE AT JOB SITE GENERAL NOTES 1. GENERAL: A. ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. BUILDER SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES, TREES, UTILITIES, ETC. B. BUILDER IS RESPONSIBLE FOR SAFETY OF BUILDING DURING CONSTRUCTION. PROVIDE ALL SHORING OR BRACING AS REQUIRED AND PER GOVERNING REGULATIONS. C. ALL WOOD CONSTRUCTION CONNECTORS REFERENCED IN THIS DRAWING SHALL BE SIMPSON 'STRONG -TIE' OR EQUIVALENT INSTALLED PER MANUFACTURER'S SPECIFICATIONS. D. GREEN VINYL SINKER NAILS DO NOT MEET THE NAILING REQUIREMENTS OF COMMON NAILS. 2. PLYWOOD DIAPHRAGMS 15/32" CDX PLYWOOD OR 7/16" OSB. 3. MATERIAL EVALUATION REPORT IDENTIFICATION A. TRUSS CONNECTION PLATES BY EAGLE METAL PLATES PER ICC -ES REPORT #ESR -1082. B. DURATEMP SIDING BY ROSEBURG FOREST PRODUCTS IS APPROVED FOR USE WITHOUT UNDERLAYMENT PER ICC -ES REPORT #ESR -2760. C. HARDIPANEL SIDING BY JAMES HARDIE BLDG PRODUCTS PER NES REPORT #NER-405 D. SMARTSIDE SIDING BY LP CORPORATION PER ICC -ES REPORT #ESR -1301. E. LAMINATED VENEER LUMBER (LVL) PER ICC -ES REPORT #ESR -1387. F. CLASS A SHINGLES BY OWENS CORNING ROOFING PER ICC -ES REPORT #ESR -1372. G. HDU PRE -DEFLECTED HOLDOWNS BY SIMPSON PER ICC -ES REPORT #ESR -2330. H. SSTB ANCHOR BOLTS BY SIMPSON PER ICC -ES REPORT #ESR -2611. LE COPY Permit No. 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 )f approved Field Copy and conditions is acknowledged: By:.. Date: City of Tukwila BUILDING DIVISION AUG 1 8 2016 RECEIVED CITY OF TUKWILA %'ERMIT CENTER 11 AUG 2016 O Wo CO d' CO O ci 0 Z o1 co c J LL CD ct m" �rn ..zEO ft i.... ti L'^^O'II 1)1.6 ^^ Z OW QWM�Q) Q �W OX ago O= <w U 1 LY) i a.UZCI < Nu) ci)I— M4)• WK.) Zlet bQ LL ":§LL LL co LL } in M - Qy z W > g J • W r 0 U I �-C12 o E J N J ¢ x C7 Q O0 a STORE 170 Drawn By: SJ Date: 7/19/16 Checked By: CJT Date: 8/3/16 Revised: Revised: Title: PROJECT NOTES ELEVATIONS Scale: 1/4" = 1'-0" Sheet: NAILING SCHEDULE CHORD SPLICE NAILING: 8 - 16d NAILS EACH SIDE OF SPLICE. TRUSS BLOCKING: (4) - 16d (TOENAILED) SHEAR WALL SCHEDULE CALC. SHEAR LOAD (lb/ft) ALLOW SHEAR LOAD (Ib/ft) SHEAR WALL SCHEDULE CALC. SHEAR LOAD (Ib/ft) ALLOW SHEAR LOAD (Ib/ft) FRAMING NAILING: STUD TO TOP PLATE, 2-16d END NAIL STUD TO SILL PLATE, 2-16d END NAIL OR 4-8d TOENAIL DBL. HEADER 16d @ 16" OC ALONG EACH EDGE HEADER TO KING STUD 4-8d TOENAIL OR 4-16d END NAIL DOUBLE TOP PLATES, 16d @ 16" FACENAIL UNLESS SPECIFIED HEREIN, ALL NAILING SHALL BE PER 2015 IRC TABLE R602.3(1). UPLIFT TRANSFER: PROVIDE SIMPSON H2.5A AT EACH END OF TRUSSES. PROVIDE 2X4 SOLID BLOCKING ON ALL UNSUPPORTED EDGES OF PLYWOOD ON SHEAR WALLS. 2X4 FRAMING. SHEATHE EXTERIOR WITH 3/8" SMARTSIDE. 24'-0" LONG TOTAL. (4'+4') = 8' USED FOR SHEAR. NAILING: EDGE: 8d COMMON @ 3" OC FIELD: 8d COMMON @ 12" OC PROVIDE SIMPSON HDU2 HOLDOWNS ATTACHED TO END STUDS AND SSTB16 ANCHOR BOLTS. 309 377 B / EDGE: 8d COMMON @ 6" OC 2X4 FRAMING. SHEATHE EXTERIOR WITH 3/8" SMARTSIDE. 30'-0" LONG TOTAL. 30' USED FOR SHEAR. NAILING: FIELD: 8d COMMON @ 12" OC NO HOLDOWNS REQUIRED. TOENAIL BLOCKING TO TOP PLATE: 3-8d/ BLOCK 66 202 150 UNBLOCKED ROOF DIAPHRAGM ROOF SHEATHING NAILING: BORDER: 8d COMMON @ 6" OC EDGE: 8d COMMON @ 6" OC FIELD: 8d COMMON @ 12" OC CALC. SHEAR LOAD (Ib/ft) ALLOW SHEAR LOAD (Ib/ft) 66 221 END WALL SHEAR TRANSFER: SHEATHING AT END WALL LAPS TOP PLATE OF WALL BELOW. PROVIDE EDGE NAILING. REFERENCE END WALL ASSEMBLY/A3. OR BALLOON FRAME END WALLS. 2X4 FRAMING. SHEATHE EXTERIOR WITH 3/8" SMARTSIDE. 24'-0" LONG TOTAL. 24' USED FOR SHEAR. NAILING: EDGE: 8d COMMON @ 6" OC FIELD: 8d COMMON @ 12" OC NO HOLDOWNS REQUIRED. 103 202 D 2X4 FRAMING. SHEATHE EXTERIOR WITH 3/8" SMARTSIDE. 30'-0" LONG TOTAL. (4'+23') = 27' USED FOR SHEAR. NAILING: EDGE: 8d COMMON @ 6" OC FIELD: 8d COMMON @ 12" OC NO HOLDOWNS REQUIRED. TOENAIL BLOCKING TO TOP PLATE: 3-8d/ BLOCK 74 202 150 B 24'-0" WHEN PERFORATED SHEAR WALL DESIGN IS DESIGNATED, AREAS ABOVE AND BELOW OPENINGS ARE USED IN SHEAR CALCULATIONS. REFERENCE THE 2008 SDPWS. D 3'-6346" A 5136' 3'-63%6" 51346, 0 O L SSTB16 ANCHOR BOLT MAX. SPACING, END DISTANCE, EDGE DISTANCE, MINIMUM EMBEDMENT, & MINIMUM END DISTANCE PER FOUNDATION PLAN NOTES ON A3. SSTB16 C FOUNDATION PLAN HOLD-DOWN ANCHORS SHALL BE SET AND POSITIONED IN PLACE BEFORE CALLING FOR FOUNDATION INSPECTION. 2X4 TREATED SOLE PLATE TYPICAL ALL WALLS (U.N.O.) A B AL 24'-0" D 4'-0" 16'-0" 4'-0" HDU2 16'-0" x 7'-0" DOOR HDU2 2X4 WALL FRAMING STUDS @ 16" OC 3'-0" x DOOR 0 0 M 0 M N C FLOOR PLAN DOUBLE TOP PLATES INTERLOCK AT CORNERS A B SIMPSON USP EQUIVALENT H2.5A RT7A SSTB 16-SSTB36 STB 16-STB36 HDU2-HDU5 PHD2A-PHD5A HDU8 PHD8 LUS24-LUS210 JUS24-JUS210 LS30/LS50 MP3/MP5 LSTA9-LSTA24 LSTA9-LSTA24 A24 TDL5 H1 RT15 H3 RT3A H6 LFTA6 H8 LTW12 PA51 /PA68 TA51 /TA71 ABA44/ABA66 PA44E/PA66E BC4/BC6 C44/C66 A311 TDL10 HST2 KHST2 SDS1/4X3 SCREW WS3 A35 MPA1 CSI8/CS22 RS200/RS300 HTT4/HTT5 HTT16/HTT22 CMSTCI6 CMSTCI6 16'-0" HEADER 2-2X12HF#20R 2- 1 3/4" X 7 1/4" LVL L01 T01 A C TRUSSES @ 24" OC w 0 2 T01 V �I L01 L — ROOF FRAMING PLAN 1\_ J LATERAL BRACING/ PURLINS, TYP w a 4 eh J M X CD N M 3 N N REVIEWED FOR CODE COMPLIANCE APPROVED SEP 01 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 8 2016 PERMIT CENTER 1) VD^. D,P3Li 11 AUG 2016 cip O O 00 0 ENGINEER OF RECORD. bi)0 043 Mu) LL M� Eml STORE 170 Drawn By: SJ Date: 7/19/16 Checked By: CJT Date: 8/3/16 Revised: Revised: Title: PLANS SHEAR WALL SCHED NAILING SCHEDULE Scale: 1/4" = Sheet: N. Sheet 2 of 3 SEE PROJECT NOTES FOR MATERIALS 4'x8'x7/16" OSB WITH FOIL BACKING NAIL TO INTERMEDIATE FRAMING MEMBERS - REFERENCE NAILING SCHEDULE/A2 DIAPHRAGM BOUNDARY TRIM PANEL EDGE IS NOT SUPPORTED BY BLOCKING - UNLESS NOTED REFERENCE NAILING RAFTERS AND/ SCHEDULE/A2 OR TRUSSES ROOFING SHEATHING NAILING DTL TOP PLATES CRIPPLES (AS REQ.) SPACER (IF REQ.) DOUBLED HEADER STUD TRIMMER SOLE PLATE FOR OPENINGS UP TO 5'-11 1/2" UNLESS OTHERWISE NOTED TRUSS BLOCKING TRUSS 1 1 SIMPSON H2.5A PLATE ON INSIDE AT EACH TRUSS WALL TOP PLATES TOP PLATES CRIPPLES (IF REQ.) SPACER (IF REQ.) DOUBLED HEADER STUD DOUBLE TRIMMERS SOLE PLATE FOR OPENINGS 6'-0" AND WIDER UNLESS OTHERWISE NOTED NAILING: HEADER TO STUD - 4-8d TOENAIL OR 4-16d END NAIL DOUBLED HEADER - 16d @ 16" STAGGERED FACE NAIL REFERENCE TABLE 602.3 HEADER DETAIL NOT TO SCALE SIDING STUDS TOE NAIL BLOCKING TO TOP PLATE H2.5A RANCH TRUSS ATTACHMENT DETAIL WITH BOTTOM CHORD ROOF SHEATHING 2X4 BLOCK W/ A34 AT EACH END AND 6-8d COMM NAILS THRU ROOF SHEATHING 2X4 BRACE AT 6' OC ATTACH WITH (6) 16d COMMON FACE NAILS AT BLOCK AND AT ROOF SHEATHING. 3 NAILS EACH SIDE TRUSS ATTACH END WALL TRUSS TO TOP PLATE WITH NAILS PER DETAIL 9 2X4 FULL LENGTH OF BUILDING @ 6' OC BOTH END WALLS. ATTACH TO TRUSS BOTTOM CHORD WITH 2-16d NAILS. NAIL ALSO AT END WALL TRUSS. MATCH DIAGONAL BRACE LOCATION. H10 ANCHOR AT EACH 2X4 BRACE THIS DETAIL IS PROVIDED IN LIEU OF A RIGID CEILING SYSTEM END WALL BRACE and TRUSS BOTTOM CHORD BRACE NOT TO SCALE SECTION GABLE TRUSS GABLE TRUSS BOTTOM CORD NAIL SHEATHING PER NAILING SCHEDULE NAIL BOT. CHORD TO UPPER TOP PLATE FROM BELO'N W/ 16d NAILS @ 9" O.C. BEFORE SETTING ON WALL BOTTOM EDGE OF TOP SHEATHING PANEL NAIL 10 PLATE 2 FASTEN END TRUSS - PLATE ASSEMBLY TO LOWER TOP PLATE W/ 2-16d@16"O.C. ENDWALL ASSEMBLY DETAIL STUDS AS NOTED IN SHEAR WALL SCHEDULE. USE (2) 2X OR (1) 3X OR GREATER STUD. SDS1/4X3 SCREWS HEX NUT HDU HOLDOWN TREATED SILL PLATE SSTB ANCHOR FOUNDATION SSTB & HDU INSTALLATION NOT TO SCALE 7 STE 11 AUG 2016 44 P-� 00 a ti t*02311 BOUNDARY NAILING 5 C'1 COrt o 0 W H fti Z011 E = 6- co M Z O cd).) NH UX n.ZC� O Qa'Od- QN 00 tn 0000 CO ti M rn 0 REVIEWED F R CODE COMPLIANCE APPROVED SEP 01 2616 CBUILDING UIL �GT'ukw►la DIVISION 2X SOLID BLOCKING BETWEEN TRUSSES ATTACH 7/16" OSB SHEATHING WITH FOIL BACKING TO TRUSSES PER NAILING SCHEDULE. REFERENCE TABLE 2304.9.1. v FINISH c )l GRADE 134 UNHEATED GARAGE SPACE ANCHOR BOLT & P.T. SILL PLATE PER NOTES BELOW #4 CONTINUOUS TOP & BOTTOM Ca CONCRETE FLOOR 12 5 /\ SLAB REINFORCEMENT PER NOTES BELOW kr STRUCTURAL TRUSS 2X4 LADDER FRAME STANDARD GABLE TOP PLATE W. VALLEY HWY STORE 170 to NAIL SHEATHING TO WALL STUD PER SHEAR WALL SCHEDULE 3" CLR. TYP. THICKENED SLAB 1'-0" WALL STUD TRUSSES @ 24" O.C. MIN. SECTION AT RIDGE SHEAR TRANSFER NOTES: 1. REFERENCE SHEAR WALL SCHEDULE FOR NAILING AND HOLDOWN REQUIREMENTS. 2. REFERENCE ROOFING SCHEDULE FOR MATERIAL AND NAILING REQUIREMENTS. CEILING AND WALLS SHALL BE LEFT UNFINISHED MONOLITHIC FOUNDATION CONTINUOUS FOOTING NOTES 1. TOP OF SLAB TO BE 6" MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL BE WWF 6X6 W10xW10 PER ASTM A185. LOCATE AT MID -DEPTH OF SLAB. -OR- SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY THROUGH CONCRETE W/ MIN. 1 POUND PER CUBIC YARD OF CONCRETE. 2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING BEFORE POURING CONCRETE. 3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL, COMPETENT SOIL,OR PROPERLY COMPACTED STRUCTURAL FILL. ALLOWABLE SOIL BEARING PRESSURE IS 1500 PSF AT 12" BELOW GRADE. 4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, fc = 2500 PSI. 5. REINFORCING STEEL: A615, GRADE 40 OR GRADE 60. ALL REINFORCING STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR DIAMETERS OR 24". 6. SEISMIC DESIGN CATEGORY: D2 A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING 1/2" DIA X 10" LONG 'L' BOLTS WITH NUTS AND 3"X3"X1/4" PLATE WASHERS. B. ANCHOR BOLTS SHALL BE EMBEDDED AT LEAST 7" INTO THE CONCRETE AND SHALL BE SPACED NOT MORE THAN 6' OC. C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE WITH 1 BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 7 BOLT DIAMETERS FROM EACH END OF EACH PIECE. CF -1 FOUNDATION DETAIL 3/4" = 1'-0" or 1/16 scale IRC 2x4 STUDS @ 16' O.C. NAIL SHEATHING TO SOLE PLATE PER SHEAR WALL SCHEDULE EDGE NAILING 4" CONCRETE SLAB a. d': 24'-0" SHEAR TRANSFER DETAIL 3/4"=1'-0" BUILDING SECTION ATTACH EACH END OF EACH TRUSS TO TOP PLATES WITH H2.5A OR EQUIV CLIPS. WALL FRAMING TO BE 2X4 HF STUD GRADE @ 16" OC. 3/8" = 1' - 0" LAY OUTRIGGERS FLAT AND "LET" INTO TOP CHORD OF ENDWALL (GABLE) TRUSS TO - SUPPORT OVERHANG, AT 4'-0" O.C. BUTT NAIL TO FIRST STRUCTURAL TRUSS. STRUCTURAL TRUSS Drawn By: SJ Date: 7/19/16 Checked By: CJT Date: 8/3/16 Revised: Revised: 2X4 LADDER FRAME STANDARD GABLE BLOCKING END RAFTER CANTILEVERED LADDER FRAME OVERHANG DETAIL RECEIVED CITY OF TUKWILA AUG 1 8 2016 ,'ERMIT CENTER Title: SECTIONS DETAILS Scale: NONE Sheet: Sheet 3 of 3