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Permit D19-0151 - HORSESHOE BUILDING - REROOF
HORSESHOE BUILDING REFOOF 13985 INTERURBAN AVE S EXPIRED 7/14/2021 D19-0151 Parcel No: Address: ��^�x« ^�� Tukwila ".�~� uvn v K�m^���:a Deportment of Community Development 63OOSnuthcen»erBoulevard, Suite #1n0 Tukwila, Washington 9Q18n Phnne:206'431,367O Inspection Request Line: ZV6'43gf850 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 3365900230 Permit Number: D19'0151 l398SINTERURBAN AVE SBLDG Issue Date: 7/18/2019 Permit Expires On: 1/14/2020 Project Name: HORSESHOE BUILDING - REROOF Owner: Name: Contact Person: Name: Address: Contractor OWNER AFFIDAVIT -TRANG DAO ''' License No: Lender: Address: PO BOX 16184, SEATTLE, WA, 98116 Phone: (206}8564421 Phone: Expiration Date: DESCRIPTION gFWORK: REPLACE NEW ROOF. RE -ISSUE OFPREVIOUS EXPIRED PERMIT D16-D144OPEN [ECASE '[E1&O3]I Project Valuation: $5,000�00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type ofConstruction: VB Electrical Service Provided by: TUKWILA Fees Collected: $333.00 Occupancy per IBC: 8 Water District: lUKW|Lx Sewer District: TUKWILA Current Codes adopted bythe City ofTukwila: international Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: international Fuel Gas Code: 2015 20152015 2015 2015 National Electrical Code: VVACities Electrical Code: VVACZ9O4§8: Code: ublic Works Activities: Chonne|ization/5thping: Fire Loop Hydrant: Flood Control Zone: Hau|ing/OversizeLpad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signatur Volumes: Cut: O Fill: O Number: O No |hearbycertify that | have read and examined this permit and know the same tobetrue 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 orlocal laws regulating construction orthe performance ufwork. |amauthorized tnsign and obtain this development permit and agree tothe conditions attached tothis permit. Signature: Print Name: A;?, Date: —7—ff This permit shall become null and void if the work bnot commenced within l8Odays for the date ofissuance, cvif the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT CONDIT|ONS*** 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 bpkept atthe site ufwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: Truss shop drawings shall beprovided with the shipment oftrusses delivered tothe job site. Truss shop drawings shall bear the seal and signature of Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. S: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 6: Notify the City ofTukwila Building Division prior toplacing any concrete. This procedure isin addition to any requirements for special inspection. 7: All wood to remain in placed concrete shall betreated wood. 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 onsatisfactory completion of this requirement. 9: All construction noise to be in compliance with Chapter 822 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. l[, All plumbing and gas piping work shall be inspected and approved under separate permit issued by the 11: All electrical work shall beinspected and approved under aseparate permit issued bythe City ofTukwila Permit Center. 12: VALIDITY 0FPERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances ofthe City ofTukwila shall not bevalid. The issuance ofapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data, 13: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (Z06/43l'3670). 14: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall beprovided tothe building inspector, PERMIT INSPECTIONS REQUIRED Permit Inspection Line; (206)438-9350 1700 8U|LD|N6F|NAL" 0201 FOOTING 0409 FRAMING 0606 GLAZING 0103 PRE'RERDOF 0401 ROOF SHEATHING 0601 WALL INSULATION 0413 VvALLSH[ATH|NG/5HEAR CITY OF TUKJ'TILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.Tukw ilaWA. aov Building Peit No. i 161 - D1 S Project No. Date Application Accepted: 5 Date Application Expires: kat - tq (For ofJice 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 i3qgs- wreAu Rf?),4 ewe S. 4,41, Gg' King Co Assessor's Tax No.: 3 365 - 0 2-3 Site Address: t3iSS it1/411cRukbl1,iJ -AU& s • ToKuiltA Suite Number: Floor: 02 Tenant Name: {401kSS-t40E tkEkAl RO3F W 0(8 tog New Tenant: LI Yes 0.. No PROPERTY OWNER Name: -RAN 4 12:140 Address: Tv mc 1 calg 4_ City: 5State: -11---TTLE m, Zip:98116 CONTACT PERSON — person receiving all project communication Name: ( riog6 D40 Address. • po box IG134- City: scri_v_iT i., e, State: pr Zip: c) z? 116 Phone: (zoo 856 ../0 21 Fax: Email: GENERAL CONTRACTOR INFORMATION Company Name: LE is til me ze-mati Address: 3-7 RaNe-VFL N City: State: Zip: 6.62MA- as- clg4o4_ Phone: Fax: (753) 341 -2-74-1 Contr Reg No.:LEs xp Dale: 1 9 Tukwila Business License No.: ARCHITECT OF RECORD Company Name: t\IIp EN6Nciaz. Architect Name: 1(40,6\ Address: (G507 o .5 City: R-1)14 CND State: uJ Zip:, 2 Phone: (425) Email: ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: —rFok-AlC) becO Address: P9 lii6e. lc Wct City: tate: Zip: HAApplicationsTorms-Applications On Line \20I2 ApplicationsTerrnit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 1 of 4 BUILDING PERMIT INFORMATI 206-4 -3670 Valuation of Project (contractor's bid price): $ 5CpC)0C(1 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Will there be new rack storage? EJ ....Yes fl ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Is' Floor 1400 2"d Floor 1400 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? D Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: EI _Sprinklers 1:1 . .Automatic Fire Alarm None Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El Yes El No If "yes', attach list o materials and storage locations on a separate 8-1/2" x II" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApplications\Forms-Applications On Line\2012 ApplicationsWermit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 Pel3LIC WORKS PERMIT INFCIATION — 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. er District .. Tukwila 0 ...Water District #125 .. Water Availability Provided Sewer District .. Tukwila 0 .. Sewer Use Certificate • Highline 0 ...Valley View 0...Renton O .,.Sewer Availability Provided D... Renton 0... 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 Li... 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 .. • Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 • Total Cut Li .. Total Fill cubic yards cubic yards • Geotechnical Report 0... Maintenance Agreement(s) O. Traffic Impact Analysis 0 .. Hold Harmless— (SAO) .. Hold Harmless — (ROW) J... Right-of-way Use - Profit for less than 72 hours 0... Right-of-way Use — Potential Disturbance O... Work in Flood Zone 0...Storm Drainage O .. Sanitary Side Sewer 0...Abandon Septic Tank 0.. Grease Interceptor O .. Cap or Remove Utilities 0... Curb Cut Channelization .. Frontage Improvements 0... Pavement Cut 0... Trench Excavation Traffic Control 0... Looped Fire Line D... Utility Undergrounding .. Backflow Prevention - Fire Protection Irrigation Domestic Water 0 .. Permanent Water Meter Size (1) " WO # (2) " WO # (3) 0 .. Temporary Water Meter Size (1) " WO # (2) " WO # (3) 0 .. Water Only Meter Size ....,..„.. ,, WO # Ej .. Deduct Water Meter Size 0 .. Sewer Main Extension.... ...... .. Public 0 Private 0 0 .. Water Main Extension Public 0 Private 0 WO # " WO # FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) El .. Water Sewer 0 Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name - Mailing Address: City State Zip Day Telephone - City State Zip H: \Applicationaorms-Applications On Line \ 2012 ApplicationsWermit Application Revised - 2-7-12.doce Revised: February 2012 bh Page 3 of 4 PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT, BUILDING OWNER OR AUTHOR AGENT: Signature: Print Name: Mailing Address: R7) BC3X 16 f Day Telephone: SEA-771, City Date: (20G ) g5G 442-1 LIVP- 6/8/161 State Zip HAApplications \Forms -Applications On Line2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 4 of 4 Receipt Number DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $208.00 D19-0151 Address: 13985 INTERURBAN AVE S BLDG Apn: 3365900230 $208.00 DEVELOPMENT $198,40 PERMIT FEE R000.322.100.00.00 0,00 $191.90 WASH I NGTON STATE SURCHARGE B640.237.114 0.00 $6,60 TECHNOLOGY FEE $9.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18146 R000.322.900.04.00 0.00 : $9.60 $208.00 Date Paid: Thursday, July 18, 2019 Paid By: TRANG DAD Pay Method: CASH Printed: Thursday, July 18, 2019 3:41 PM 1 of 1 SYSTEMS Receipt Number City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY PAID PermitTRAK 125.00 D19-0151 Address: 13985 INTERURBAN AVE S BLDG Apn: 3365900230 125.00 DEVELOPMENT 25.00 PERMIT FEE R000.322.100.00.00 0.00 $0.16 PLAN CHECK FEE R000.345.830.00.00 0.00 5124.84 TOTAL FEES PAID BY RECEIPT: R17620 $125.00 Date Paidl: Thursday, May 09, 2019 Paid By: DAO TRANG T H Pay Method: CASH Printed: Thursday, May 09, 2019 3:19 PM 1 of 1 7' MS Permit Inspections City of Tukwila Permit Number: D19-0151 Applied: 5/9/2019 Approved: 7/18/2019 Issued: 7/18/2019 Finaled: Status: EXPIRED Parent Permit: Parent Project: Description: HORSESHOE BUILDING - REROOF Site Address: 13985 INTERURBAN AVE S BLDG City, State Zip Code:TUKWILA, WA 98168 Applicant: HORSESHOE BUILDING - REROOF Owner: DAO TRANG T H Contractor: OWNER AFFIDAVIT -TRANG DAO Details: REPLACE NEW ROOF. RE -ISSUE OF PREVIOUS EXPIRED PERMIT D16-0144, OPEN CE CASE - CE18-0333. ReirCIP INSPECTIONS SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS BUILDING FINAL** Bill Centen Notes: PRE-REROOF Bill Centen Notes: FOOTING Bill Centen Notes: FRAMING Bill Centen Notes: GLAZING Bill Centen Notes: ROOF SHEATHING Bill Centen Notes: WALL INSULATION Bill Centen Notes: WALL SHEATHINGSHEAR Bill Centen Notes: Printed: Wednesday, 29 September, 2021 1 of 1 r4 SUPERION Interurban Ave S 9 PROPOSED 18 SF ROOF NEW ROOF SITE PLAN SCALE 1"=20' N 0 REVIEWED FOR CODE COMPLIANC APPROVED JUL 18 119 City of Tu 'la /. BUILDING DSICN CORRCTIQ t1130 I RECEIVED CITY OF TUKWIL JUL 102019 EWIT CENTER ORSESFOE BUILD NG REMODEL: 1, COvSTRUCT A NEN 5 )OF, EW ROOF FRONT TO COVER EXIST , HE ROOF ABOVEDNG, EPLACE ALL EXTERIOR SDI JBJECT 5 TE 55 INTEKUKDAN AVE 5 TUKWILA WA 98 :g8 AL )ESR G DEO HILLMANS SEATTLE GARDEN TRS POF & POR VAC 57TH AVE S SEG SWLY LN OF INTERURBAN AVE WITH NWLY LN OF SEL !CT LK 8 TH S45.05.00 WALG NWLYYI .N SD 50 FT & ITS EXT THERE OE4 I R 4455.00 W BLK AT N {WY OF &8 N M 0T ELY fT TH N 45.05.00 E 100 FT TO SLY LN OF INTERURBAN AVE TH S 44.55.00 E 1DC TPOB ZC:L TAX D 'Coverage: Existing bold g Total lze 50 oofLot s.f, 1408 1408 10000 14.1 NRM-2200 panels combine structural panel perfor- mance and architectural panel aesthetics. A factory - applied sealant bead is an option for additional weath- er resistance. Maximum panel length is 44' from the factory and up to 200'when formed at the job site. NRM-2200 panels feature a 2" leg height that requires mechanical field seaming after installation. The panel employs a concealed -fastener floating clip system that allows thermal expansion/contraction. FASTENERS For roofing applications, use wood -type screws fas- tened on 36" centers. Other screw types are available for applications over structural steel and steel decking. TRIM All flashing and trim shall be fabricated by Nu -Ray Metals or a qualified fabricator. Flashings for this panel shall be 26 or 24 gauge steel. Color: Moss Green INSTALLATION NRM-2200 panels are intended for use in architec- tural and structural roofing. Substrates may include 5/8" (min.) plywood, nailboard insulation or equivalent, with an underlayment of ice and water shield or 30# (min.) roofing felt applied horizontally from eave to ridge. Other substrates may include metal decking, purlins or rigid insulation in conjunction with bearing plates. A minimum of 1/2:12 pitch is required. Factory - injected seam sealant is required on pitches less than 2:12. Check with Nu -Ray Customer Service for further assistance with project details. For coastal applications, NRM Coastal Guard panels can be used for a specialized finish warranty. Consult a local architect/engineer for compliance with local codes and conditions. HANDLING Vinyl masking is provided on all steel sheet to help protect materials where extra handling is expected. METAL PRO DUC"11-31, ish warranty can be supplied ce. RECEIVED CITY OF TUKWILA JUL 1 0 2019 PERMIT CENTER Nu -Ray Metal Products, Inc. 1234 37th Street NW Auburn, WA 98 Tel. (800) 700-7228 Fax (253) 833-7268 Web NuRayMetals.com NRM-2 Seam w/ clip before seaming Double -locked seam w/ clip Pencil Ribs Striations NRM-2200 FEATURES • Great panel for commercial, industrial and architectural roof applications • Factory -injected seam sealant available as an option • Overall design provides great load and span capacities • Apply over open framing or solid substrates • On site forming available • Minimum 1/2:12 roof pitch • UL 580 Class 90 Rated and Listed PANEL DEPTH : 2.00- PANEL WIDTHS : 14", 16", 18- (14- and 18-standard) PANEL LENGTHS: 5'0-to 44'0" standard; on -site roll forming available Floating Clip METAL OPTIONS • 22, 24 and 26 gauge G90 or AZ50 steel • .032 and .040 aluminum • 16 oz. or 20 oz. natural copper SURFACE OPTIONS • Smooth/flat • Two Pencil Ribs • Striations FINISHES • D2 Kynar 500ULTRA-Coor° • D2 Kynar 500' with Ocean Guard ULTRA -Cool — • Zincalume Plus* • Standard Kynar 500° ULTRA-Cool— Kynar4 and Kynar 500° are registered trademarks of Arkema Inc. used under sublicense by Nu -Ray Meal Products, Inc. 24 GAUGE PANELS x 16-WIDE No. of Equal Spans Condition 3'0" Span 3' 6" Span 4'0" Span 4' 6" Span 1 U180 173 148 113 89 2 U180 141 105 80 64 3 L/180 163 121 93 74 24 GAUGE PANELS x 18-WIDE No. of Equal Spans Condition 3' 0" Span 3'6" Span 4'0" Span 4' 6" Span 1 U180 154 130 99 78 2 L/180 125 93 71 56 3 U180 145 107 83 65 NOTE: When analyzing the double lock profile, multiply these live load values by a multiplier of 0.94. All calculations for panel properties have been made in accordance with the 1996 edition of "Specification for Cold -Formed Steel Design Manual" published by the American Iron and Steel Institute. Material: FY = 40 KSI for steel panels minimum. All loads are in PSF. Minimum panel support bearing length = 3.00 in. Loads shown are limited by L/180 deflection. (800) 700-7228 www.NuRaryMetals.com Questions? Contact our Technical Department at info@nuraymetals.com 1 of 22 NT' Engineers 17614 NE 29th St; Redmond, WA 98052 BILE Tel: 425-891-5111 DESIGN CALCULATIONS Horseshoe Building New Roof 13985 Interurban Ave s Tukwila WA 98168 RECEIVED CITY OF TUKWILA MAY 0 9 2019 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED JUL 18 2019 City of Tukwila BUILDING DIVISION 4/30/19 Did 2 of 22 Gravity Analysis 3 of 22 LOCATION OF NEW 20x30" ROOF ATTIC ACCESS (Ex) EXTERIOR STAIR 4 PT 4x10 HF2 PT 4x10 HF2 1i' : 12 - 12 0 0 MFR ROOF TRUSS AT 1) 0' PT 4x4 w/LCPZ AT TO" & BOTTOM 2x6 AT 24" 2x6 LEDGER (SEE SECTION D/6) T&G ROOF SHEATHING wl 6" AT ALL EDGES &12" AT INTERMEDIATE MFRD TRUSS AT 24" • R-49 INSULATION (Ex) ROOF SHEATHING 24" 0.0 SI 4'-0" 321-0" S2 6'-0" (S) ROOF PLAN SCALE 44" = 11-0" M PT 4x6 w/LCPZ AT TOP & BOTTOM 2x6 AT 24' DTT1Z AT EACH END (SEE SECTION E/6) 2x8 LEDGER (SEE SECTION D/6) EXTERIOR WALL BELOW FIELD VERIFY MINIMUM WINDOW HEADER SIZE IN ERIOR WALL EBELOVV 4 of 22 1390 Altw pf 2017 REVIS10A1 R5r)f SPA,A1 FROM AST 70 Bm,vb PPEr, ko- DEAD Rcp (01/CP A) o ?SF RPOF SktC4TH 2,5 Rr bet, .55 2 .5 lv.5ut...er77ok 0 / Ex/57-4.)G, goF .5, 140-/, 0, S /2, PSF Roof LwE b.)A D L.S7R, FI) 26,0 PSf TO5KS 5 of 22 2, EAlmdki 104,V7 ROOF c1061 '490 4S' c/Vie tw. 2 FORTE SOLUTIONS REPORT #, 1. Window Header 4 ft Current Solution: : 2 piece(s) 2 x 6 Hem -Fir No. 2 Overall Length: 4' 3" PASSED 6 of 22 0 4' El All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results *dual @ Iodation AIIoIII Resuft LDF Member Reaction (lbs) 1284 @ 0 1823 (1.50") Passed (7 096) Shear (lbs) 931 © 7" 2063 Passed (45%) 1.25 Moment (Ft-lbs) 1364 @ 2' 1. 1/2" 1741 Passed (78%) 1.25 Live Load Defl. (in) 0.054 @ 2' / 1/2" 0.142 Passed (L/939) -- Total Load Defl. (in) 0.082 @ 2' 1 1/2" 0.213 Passed (L/622) -- 10.7 EtW"'"'''''"'"11031114111: Depth 5 1/2" Series 2 x Hem -Fir No. 2 444.\‘:;777-Kg1 " System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD 41,,Tz;zigg:07,4i, Plies Wood Volume 2 21.45 The purpose of this report is for product comparison only. Load and support information necessary for professional design review is not displayed here. Please print an individual Member Report for submittal purposes. Forte Software Operator Job Notes ken nguyen ntp engineers (425) 8915111 housedesign4u@outiook.com 7/15/2017 4:40:26 PM Forte v5.3, Design Engine: V7.0,0.5 Page 1 of 1 iFORTE SOLUTIONS REPORT #, 2. Entrance Header 8 ft Current Solution: : 2 piece(s) 2 x 12 Hem -Fir No. 2 Overall Length: 8' 7" PASSED 7 of 22 0 8' EI All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual E1 Design Resultes l', , *Tifton' - , Abwed Result • • Member Reaction (Ibs) 2612 @ 2" 4253 (3,50") Passed (61%) _ Shear (Ibs) 1864 @ 1' 23/4" 4219 Passed (44%) 1.25 Moment (Ft-lbs) 5177 @ 4' 3 1/2" 5603 Passed (92%) 1.25 Live Load Defl. (in) 0.090 © 4' 3 1/2" 0.275 Passed (L/999+) Total Load Defl. (in) 0.137 4' 3 1/2" 0.412 Passed (L/722) -- Depth 'Ne *RitYs7.7—z 0 System : Wall Member Type : Header Building Use : Residential Building Code: IBC 2015 Design Methodology : ASD plies Wood Volume 11 1/4" 2 x Hem -Fir No. 2 2 43.88 The purpose of this report is for product comparison only. Load and support information necessary for professional design review is not displayed here. Please print an individual Member Report for submittal purposes. Forte Software Operator Job Notes ken nguyen nip engineers (425)891-5111 housedesign4u@oullook.com 7/15/2017 4:39:55 PM Forte v5.3, Design Engine: V7.0.0.5 Page 1 of 1 '2FORTE' SOLUTIONS REPORT #, 3. Front Roof Joist Current Solution: : 1 piece(s) 2 x 4 Hem -Fir No. 2 @ 24" OC Overall Length: 5' 1" PASSED 8 of 22 4' 6' EE All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual ID Location Allowed Result '' LCIF Member Reaction (lbs) 191 @ 2 1/2" 2126 (3. 50") Passed (9%) -- Shear (Ibs) 147 @ 7" 656 Passed (22%) 1.25 Moment (Ft-lbs) 204 @ 26 1/2" 468 Passed (44%) 1.25 Live Load Deft (in) 0.077 @ 2' 6 1/2" 0.156 Passed (L/731) -- Total Load Defl. (in) 0.115 @ 2' 6 1/2" 0.233 Passed (L/488) -- Series 3 1/2" 2 x Hem -Fir No. 2 LI 0 System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch : 0/12 7,77,o7, Piles Spacing 1 24" Wood Volume 0.28 The purpose of this report is for product comparison only. Load and support information necessary for professional design review is not disp ayed here. Please print an individual Member Report for submittar purposes. Forte Software Operator Job Notes ken nguyen ntp engineers (425) 891-5111 housedesign4u@oullook.com 8/29/2017 10:11:44 AM Forte v5.3, Design Engine: V7.0.0.5 HorseShoe.4te Page 1 of 1 aFORTE`' SOLUTIONS REPORT #, 4. Front Roof Header Current Solution: : 1 piece(s) 4 x 10 Hem -Fir No. 2 Overall Length: 167" PASSED 9 of 22 0 16' Ii All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Atuat @ Lo**ton Allowed Result LDF Member Reaction (Ibs) 835 @ 2" 3189 2.25" Passed (26%) -- Shear (lbs) 737 @ 1' 3/4" 4047 Passed (18%) 1.25 Moment (Ft-lbs) 3365 @ 8' 3 1/2" 5303 Passed (63%) 1.25 Live Load Defl. (in) 0.327 @ 8' 3 1/2" 0.542 Passed (L/597) -- Total Load Defl. (in) 0.533 @ 8' 3 1/2" 0.813 Passed (L/366) -- 0 System: Roof Member Type Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch : 0/12 Ali Pmduct Sokttions Depth Plies Wood Volume 9 1/4" 4 x Hem -Fir No. 2 51.80 The purpose of this report is for product comparison only. Load and support information necessary for professional design review is not displayed here. Please print an individual Member Report for submittal purposes. Forte Software Operator Job Notes ken nguyen rile engineers (425) 891-.5111 housedesign4u@uutlookicom 8/29/2017 10:11:57 AM Forte v5.3, Design Engine: V7.0.0.5 HorseShoe.4te Page 1 of 1 10 of 22 ❑ateral Analysis 11 of 22 SEE SHEAR -WALL SCHEDULE FOR NAIL ,ST.o. PARAPET REQUIRED ON EXISTING SHEATHIN(C2' v EX ROOF (EX)CEILING 1'-0 UPPER FLOOR PT 4x6 (3) PLACES El 1L E2 1'-0' 1'-0 GROUNDFLOO GROUND FLOO PT 4x6 w/LCPZ AT TOP & BOTTOM (3) PLACES KNEE BRACES (SEE DETAIL A/6) - El L 8 El 44'-0" 8'-0" EAST ELEVATION SCALE a' = ROOF SLOPE BEHIND PARAPET 1 PT 4x6 AT MID REMOVE ± 3" CONT. (Ex) ROOF SHEATHING BEFORE R-38 INSULATION PLACEMENT 2x BLOCKING / /r G ORTH ELEVATION SCALE 4" =1'-0" 5'-0" NOTES: GUARDRAIL NOT SHOWN FOR CLARITY PT 4x6 w/LCPZ AT TOP & ABU AT BOTTOM ATTACH 2x4 TO A SIDE OF EACH TRUSS SIMPSON TIE H2.5A AT EACH END AT EACH TRUSS WALL WITH NEW SHEATHING AND NAILINGS 2x SILL PLATE (4) SIDES IF SHEATHING DISCONTINUE, USE SIMPSON LTP5 AT 30" 1 12 of 22 SEE SHEAR -WALL SCHEDULE FOR NAIL REQUIRED ON EXISTINQ, SHEATHINV T.O. PARAP l'-O' 1'-0 (EX)ROOF EX)CEILING UPPER FLOOR PT 4x6 (3) PLACES El 7 E2 GROUND FLOC) E El 1'- T.O. PARAPET EX ROOF1'- EXGEILING UPPER FLOOR 1 GROUND FLOO PT 4x6 w/LCPZ AT TOP & BOTTOM (3) PLACES KNEE BRACES (SEE DETAIL A/6) 44'-0" 8'-0" EAST ELEVATION SCALE i" = 1'-0" ROOF SLOPE BEHIND PARAPET 1 ORTH ELEVATION SCALE i" = 1-0" 2'-0" PT 4x6 AT MID REMOVE ± 3" CONT. (Ex) ROOF SHEATHING BEFORE R-38 INSULATION PLACEMENT 2x BLOCKING 5'-0" NOTES: GUARDRAIL NOT SHOWN FOR CLARITY PT 4x6 w/LCPZ AT TOP & ABU AT BOTTOM ATTACH 2x4 TO A SIDE OF EACH TRUSS SIMPSON TIE H2.5A AT EACH END AT EACH TRUSS WALL WITH NEW SHEATHING AND NAILINGS 2x SILL PLATE (4) SIDES IF SHEATHING DISCONTINUE, USE SIMPSON LTP5 AT 30" 1 0'-0" tt, , 8 OEN S 'tt +t, ' tt ketivi t : i3tilien 10/23/2016 Design Maps Summary Report Design Maps Summary Report User -Specified Input Report Title Ash Building New Roof Sun October 23, 2016 22:06:38 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.4781°N, 122.26224°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category 1/11/111 A WAWA' ttlAtARINT 6/45E or Vasharl sEATTL TA CO ',A tftrit A4PORT Des Moines* USGS-Provided Output Ss = 1.478 g S, = 0.553 g SMS = 1.478 g = 0.829 g ssaquan pie Vail Sin = 0.985 g SD1 = 0.553 g Hot 13 of 22 For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCER Response Spectrum 1,65 1.50 1.35 1.20 1.05 T111 0.90 0.75 U1 0,60 0.45 0.30 0.15 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Period, T (sec) 1.10 1.00 0.90 0.90 0.70 Design Response Spectrum T71 0.60 0.50 0.40 0.30 0.20 0.10 0.00 0 2,00 0.00 0.20 0.40 0.60 0,90 1.00 1.20 1, Period, T (sec) .80 2.00 Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. http://ehp1-earthquake.crusgs.govklesignmaps/us/summary.php?template=minimal&latitude=47.478103&longitude=-122.26224&siteclass=3&riskcategory=0&.. 1/1 14 of 22 NTP Engineers Made By: Date: 10/21/16 16507 NE 50th St - Redmond, WA 98052 Checked by Date: Sheet No, Tel: 425-891-5111 Project Name: Ash Building New Roof Description: Design Criteria Design Criteria: Code: International Building Code, 2015 edition National Design Specification for Wood Construction 2010 edition American Concrete Institute, 318-14 edition American Society of Civil Engineers, 7-10 edition IBC 2015 NOS, 2010 ACI-318, 2014 ASCE 7-10 Project Site: 13985 Interuban Ave S Latitude = 47.478103 Tukwilla WA 98168 Longitude = -122.26224 Seismic: Wind: R = 6.5 Bearing wall system, Wood structural panel walls Mapped Spectral Acceleration, Ss = 1478 Mapped Spectral Acceleration, S1 = 0.553 Soil Site Class Exposure : B Basic Wind Speed = 110 mph Speed Up Factor Kzt = 1 Live Loads: Soils: Roof = 25 psf (Snow) Floor Residential = 40 psf Decks = 60 psf Balcony = 60 psf (See attached print out) Values Assumed by Owner: Soil Bearing = 1,500 psf SRB Table R401 Active Soil Pressure = 35 pcf Passive Soil Pressure = 250 pcf IBC Soil Profile Type S d Frost Depth = 12 inches SRC Table R403.3 15 of 22 NIT Engineers Made By: Date: 10/21/16 0 16507 NE 50th St - Redmond, WA 98052 Checked by Date Sheet No. Tel: 425-891-5111 Project Name: Ash Building New Roof Description: Design Criteria - Dead Loads Roof Assembly Dead Load: Roof Material 1.0 psf 1/2" Plywood Sheathing 2.5 psf Wood Trusses at 24" o.c 2.5 psf Insulation__ .................. ..... 0.5 psf Existing Roof 3.0 psf Miscellaneous 0.5 psf Total ............... .......... ........ 10.0 psf Use DL = 10.0 psf Floor Assembly Dead Load: Flooring 1.0 psf 3/4" T & G Plywood 2.5 psf Floor Joist at 16" o.c 3.0 psf Insulation 0.5 psf (1) Layers of GWB 2.5 psf Miscellaneous 0.5 psf N/A Total 10.0 psf Use DL = 12.0 psf Deck Dead Load: Decking 4.0 psf Miscellaneous 2.0 psf N/A Total_ ........ ....... ....... 6.0 psf Use DL = 6.0 psf Exterior Wall Assembly Siding 2.5 psf 2x6 at 16" o.c 1.7 psf Insulation 0.5 psf 15/32" Plywood Sheathing 1.5 psf (1) Layers of 1/2" GWB 2.3 psf Miscellaneous ..... ....... 0.5 psf Total 9.0 psf Use DL = 9.0 psf 72 plf Interior Wall Assembly (2) Layers of 1/2" GWB 4.4 psf 2x4 at 16" o.c 1.6 psf Insulation ...... ________ 0.5 psf Miscellaneous 0.5 psf N/A Total 7.0 psf Use DL = 7.0 psf 56 pif 16 of 22 NTP Engineers 16507 NE 50th St - Redmond, WA 98052 Made By: Date: 10/21/16 Job No.: Checked by: Date: Sheet No.: Tel: 425-891-5111 Project Name: Ash Building New Roof Description: Wind Base Shear IBC 2012 Basic Wind Speed, V35 = 110 mph Fastest Mile from 110 mph Exposure = B (IBC 2015, Section 1609.4) Risk Category = II ASCE 7-10 (26.5-1A) Roof Slope = 1.5 :12 = 7.13 degrees Loads Front/Back - Width (ft)= 32,0 ft Roof Profil Gable Loads Side - Width (ft) = 44,0 ft Roof Profil Gable Ewe Height = 18.0 Mean Roof Ht, = 11.0 ft Edge Strip Width, a = 3.2 ft (Figure 1609.6,2.1 note 10) End Zone Widths = 6,40 ft (2"a) Wind Speed Up Kzt = 1.00 ind Base ,hear Ash Building _lateral 1 2.-22'.71s 17 of 22 NTP Engineers 16507 NE 50th St - Redmond, WA 98052 Made By: Date: 10/21/16 Job No.: Checked by: Date: Sheet No.: Tel: 425-891 -5111 Project Name: Ash Budding New Roof Description: Wind Base Shear IBC 2012 WIND FORCES: Front/Back Direction: Location Width feet Height feet Plane Kz Cnet I Pnet pressure (ps Force kips W Min Force kips W ROOF Top Roof to Plate 32.0 2.00 (wall) 0.61 0.94 17.9 1.1 1.0 Plate to Mid 2nd Story 32.0 4.00 (wall) 0.59 0.94 17.0 2.2 2.0 SECOND Mid 2nd to 2nd Floor 32.0 4.00 (wall) 0.59 0.94 17.0 2.2 2.0 2nd Floor to Mid 1st Story 32.0 0.00 (wall) 0.57 0.94 16.7 0.0 0.0 FIRST Mid 1st to 1st Floor 32.0 0.00 (wall) 0.57 0.94 16.7 0.0 0.0 1st Floor to Mid Base 32.0 0.00 (wall) 0.57 0.94 16.7 0.0 0.0 Total Wind Base Shear (kips), WF/8 = 5.5 MinWind Base Shear (kips) Wrnin F/B = 5.1 Controling Wind Base Shear (kips) WHB = 5.5 Side Direction: Location Width feet Height feet Plane Kz Cnet Pnet pressure (psf Force kips W Min Force kips W ROOF Top Roof to Plate 44.0 3.00 (wall) 0.61 0.94 17.9 2.4 2.1 Plate to Mid 2nd Story 44,0 2.00 (wall) 0.59 0.94 17.0 1.5 1.4 SECOND Mid 2nd to 2nd Floor 44.0 4.00 (wall) 0.59 0.94 17.0 3.0 2.8 2nd Floor to Mid lst Story 44.0 0.00 (wall) 0.57 0.94 16.7 0.0 0.0 FIRST Mid 1st to 1st Floor 44.0 0.00 (wall) 0.57 0.94 16.7 0.0 0.0 1st Floor to Mid Base 44.0 0.00 (wall) 0.57 0.94 16.7 0.0 0.0 Summary: Wind Forces W LEVEL WHEI WSIDE ROOF 3.3 3.9 SECOND FLOOR 2.2 3.0 FIRST FLOOR 0.0 0.0 Total 5.5 6.9 Total Wind Base Shear (kips), Wso = 6.9 MinWind Base Shear (kips) Wmin side = 6.3 Controling Wind Base Shear (kips) W - side = 6.9 ind Base Jhear Ash Budding lateral 1,1-22 s 18 of 22 NTP Engineers 16507 NE 50th St - Redmond, WA 98052 Made By: Date: 10/21/16 Job No.: Checked by: Date: Sheet No.: Tel: 425-891-5111 Project Name: Ash Building New Roof Description: Seismic Weights DEAD LOAD WEIGHTS FOR SEIISMIC CALCULATIONS: Unit Roof Weight: 10 psf Unit Floor Weight: 12 psf Unit Exterior Wall Wt: 9 psf Unit Interior Wall Wt: 7 psf 2nd Story = 1st Story = Basement = Max Rho Factor (p) Per IBC 1617.2.2 Front Back Side Side #DIV/O! 1.04 1.00 1.00 1.00 1.00 401V101 1.04 LOCATION LENGTH HEIGHT UNIT WT. Total Wt. Sub -Total ROOF LEVEL (lbs) (kips) Roof Area = 1564 1.000 10 = 15,640 Ext. Wall Below 150 4,0 9 = 5,400 Int. Wall Below 200 4.0 7 = 5,600 26.6 Kips 3RD LEVEL Floor Area = 1408 1 12 = 16,896 Low Roof Area = 0 1 10 0 Ext. Wall Above 150 4.0 9 = 5,400 Int. Wall Above 200 4.0 7 = 5,600 Ext. Wall Below 0 4,5 9 = 0 Int. Wall Below 0 4.5 7 = 0 27.9 Kips 2ND LEVEL Floor Area = 0 1 12 Roof 0 Low Roof Area = 0 0 10 0 Ext. Wall Above 0 4 9 0 Int. Wall Above 0 4 7 = 0 Ext. Wal Below 0 4.5 9 = 0 Int. Wall Below 0 4,5 7 = 0 0.0 Kips 1ST LEVEL Ext. Wall Above 50 0.0 9 = 0 Int. Wall Above 1 0.0 7 = 0 0.0 Kips STRUCTURE WEIGHT FOR SEISMIC BASE SHEAR: 54.5 Kips TOTAL WEIGHT OF STRUCTURE: 54.5 Kips average psf 17 average psf 20 average psf N/A eismic eights Ash Building teral 1: -22- 19of22 NTP Lingineers 16507 NE 50th St - Redmond, WA 98052 Made By: Date: 10/21/16 Job No.: Checked by: Date: Sheet No.: Tel: 425-891-5111 Project Name: Ash Building New Roof Description: Seismic Story Shear IBC 2015 - ASCE 7-05 Equivelant Lateral Force Analysis per IBC 20151616.6/1617.4 -.ASCE7 9.5.5 (ref table 9.5.2.5.1 Seismic Use Group = I From IBC 20151616.2.1 Site Classification = D From IBC 2015 Table 1615.1,1 Ss = 1478.0000 Fa = 1.000 From attached sheet Si = 0.5530 Fv = 1.505 From attached sheet SDs = 985.333 = 0.67'F a *S s ASCE 7 Eq 11.4-3 SDI= 0.555=0.67'FASCE 7 Eq 1111.4-4 Building Height, h, = 14.0 ft Building Period Coefficient, Cr = 0.020 ASCE 7-10, Table 9.5.5.3,2 Approx. Fundamental Period = 0.145 (Cr (hn)° ") ASCE 7-10, EQ 9.5.5.3.2-1 Response Modification Factor, R = 6.5 ASCE7-10 Table 12.2-1 Occupancy Importance Factor, IE = 1.0 ASCE 7-10 Table 1.5-2 Seismic Design Catergory = D ASCE 7-10 Table 20.3-1 Redundancy Factor, r = Calculation Required IBC 20151617.2 -. ASCE 9.5.2.4 (front/back) (side/side) Calculated Redundancy Factor, r = 1.00 1.00 (From Seismic Weights Sheet) Seismic Response Coefficient C, = Sos/R/I Roof = So1/T(R/I) Third Seismic Response Coefficient, Minimum Second C., MIN = 0.044Sas.I C. = 151.590 0.590 C,,MIN = 43.355 C, = 0.590 Roof Seismic Base Shear , V = 0.590 W Dead Load W = 54.5 kips V = 32.2 kips (front/back) (side/side) E= rV = 22.97 22.97 kips Vertical Dislnbution per ASCE7 - 9.5.5.4 ASCE 7-10, EQ 12.8-2 ASCE 7-10, EQ 12.8-2 ASCE 7-10, EQ 9.5.5.2.1-3 ASCE 7-10, {12.8.1} 42% IBC 20151617.1 -- ASCE 9.5.2,7 IBC 20151605.3.2 Floor Story Height H (ft) Total Height h, (ft) Story Weight w, (kips) w,h," (k-ft) Front/Back Story Force Fi (kips) Side/Side Story Force Fi (kips) Front/Back Story Shear E/1.4 (kips) Side/Side Story Shear E/1.4 (kips) Fi/Wx Roof Third Second First 5.00 0.00 8.00 0.00 21.00 8.00 8.00 0.00 26.6 27.9 0,0 0.0 559 223 0 0 16.42 6.55 0.00 0.00 16.42 6.55 0.00 0.00 16.42 22.97 22.97 0.00 16.42 22.97 22.97 0.00 62% 23% #DIV/0! #DIV/0! k= 1.0 Sw,h,' _ 783 eismic ..3ora`Jhear Ash Building __ateral 1-22:LIs 20 of 22 NTP rngineers 16507 NE 50th St - Redmond, WA 98052 Made By: Dale: 10/21/16 Job No.: Checked by: Date: Sheet No.: Tel: 425-891-5111 Project Name: Ash Building New Roof Description: Lateral Design Loads BC 2012 FrontIBack Forces Side Forces Level Wind Wris(kiPs) Seismic E(kips) Governing Force Story Force Wind W(kips) Seismic E(kips) Governing Force Story Force Roof Second First 3.33 2.18 0.00 16.42 6.55 0.0 Seismic Seismic Wind 16.42 6.55 0.00 3.86 3.00 0.00 16.42 6.55 0.0 Seismic Seismic Wind 16.42 6.55 0.00 Base Shear 5.51 22.97 22.97 6.86 22.97 22.97 Roof 16.42 kips Second First Seismic 6.55 kips Second 16.42 kiPs Seismic 6,55 kiPs Seismic Seismic 0.00 IdPs First 0.00 Wind Base (Earth) Front/Back Direction Side Direction (Earth) Wind TiL Non -Base Ash Building —Mem! 1D-2271s 21 of 22 IPTPEngineers 61308( 0ta: 10R1115 kb*: 16507NE501ASi•Redmond, WA 98052 CNeckedoy: 0a10i Nei It. Td:4254914111 Prie0 Neme: Ash Building Nwr Roof 0e6alpfon: Fron6Baol Or Shear Wall Design Second Floor Shearwalls iFront•Bach Direction) Storyshea4hgs)= 1642 Story height it 9 031 Tot W (6): 32,00 lateral ConholingFIB : Seisms 0.67 Al wale desired OhFaceTranterOaMmeet amhimumhaghlbwd8 rtod21 Madam Mond heightmwdwrainformlpersegmentsh3,5 I I Negtgirt Slay wall Wal *Mt rwt 0pen09 Opeaing (meal Pule to T0900h Wring Story Sum Story Sum Panel Reduction (A) Design Pants Sum RM Reroilant Strap Forte at Wall Type Width BC1617.2.2 Hdghl" toEdge 01) Opening(R) i5) VTuy) V(hat) 01106 0l(31� Shaar(POL, R=2'wdl Shear (et ONION P•NI VIP)*)) Type' W (1) 3 E1 10000.0 0,16 0..00 0.X 000 1607 0.3311 293 293 0.13 0.13 293 1.00 293 26.39 4,42 234 115148 NIA 3 E2 10.00 0.01 0.16 6:3 000 0.00 1011 06429 528 5.28 0.13 0.13 193 I.DD 193 47.51 1433 1,91 89331 NIA 3 43 0 0 000 9Dfar01 000 000 0(M 0.10 0.0000 0.00 OM 0,13 0.13 4DNI01 NIA NIA 0,00 0.00 09D NIA 10W01 3 A4 0.0 000 000 5.0 090 000 0.00 0.0F0 000 000 0.13 0.13 0 NIA NIA 0.00 000 0,00 NIA NIA 3 411 1007 000 0.23 003 0.00 0.00 1609 04545 3.73 373 0.10 0.13 373 1,00 373 33.58 4,42 3,10 86771 WA 3 42 401 000 0,20 000 OM 008 1600 0.1813 149 1.49 0J3 0,13 373 089 420 1343 0.71 3,14 MST48 WA 3 23 6.00 0.00 1..23 0.10 002 090 16i0 03630 2.99 2.99 0.12 0.13 373 1,00 373 26.87 2.83 325 MST37 NIA Window Strap Fome•Translet SW-4 NIA SW-4 NA REVISE NMI REVISE NIA SW.3 NIA SIN-3 NIA SW-3 NIA 0) 5090 teem' 801/41 32.00 200 1642 16,41 Flit Story Shearwal Storyshemitms): 6.55 9.0 32.30 Accumulated shea )iosl' 22.97 Lateral ConlrotigFIB: SO mx 007 HeightWith From end Story Wall Wa8 Opening tr. Opening Opening (mu) Plate to Tr@,Width %Sharing Story Sum Story Sum Panel Reduction(4) Design Panel Sum AM Watt Strap olwall DIN) WithIR) IBC1617.2.2 Nei(111(10 to Edge(n) Opening(N). (HI Vitus) V(tpe) Ol(NN4 DI)kILLioar(pl6 R'2'wIH Shear(lf) DTM(h•R) (h•NI Oils)Type' )aches( 2 Al 10,0 000 0.16 003 0,00 0.00 1690 033511 1.17 4,10 0.19 0.32 41(1 1,0D 410 63,30 10.65 5.80 Both PHD6 438 2 Al 18.00 0.00 0,18 000 OM 0.00 1670 06429 211 7.38 0.10 0.32 410 1,00 410 113.96 3452 4,57 Both P906 4.38 2 A3 ON 000 OM 000 OM 0,00 OAU 0,000 0.00 0.00 0.19 0.32 0 WA WA 0.00 0.00 0,00 Both NIA NIA 2 A4 :00 0:30 0.03 OM Ott 000 005 0.000 0.00 0,00 0.19 032 0 WA NIA 0.00 0.00 0.00 Stith WA NIA 2 E1 1000 000 013 0.02 0.93 0.000 16,0 04515 1.49 5.22 0,19 0.32 522 1.00 522 60,57 1965 744 Both 4048 425 2 Et 40 700 0.23 00 0003 000 16.0 0,1613 060 209 0.19 0.32 522 0.89 587 32.23 1.70 8.98 Both 44lDQ11 4.50 2 E3 6.10 0020 0.23 073 006 7.261010 1.3030 1.19 4,18 01 0.29 522 1130 522 6445 6.30 7,86 Both REVISE N1A Force at Window(N) NIA 444 WA Wall Type Window5trap ForcaTransler SW3 NIA SW-3 NIA REVISE NIA REVISE NIA SW2 NIA SW-2 NIA SW2 NIA 50.00 roo' 023 3250 2.0 6.55 22.97 Basement Story Shearwalls (Fronl•BacN Direction) Smryshearpps); 0.00 Story helot itt= 14,00 Total Wdth)Fl): 3200 Accumulated shear@ipsp 22.97 Lateral Con701ing FB Sett 0.67 Heigh0WiMh From end Story Wall Wan opening r.e Opening Opening (maxi Plate to TdhWidth %Sharing Story Sum Story Sum Panel Reduogon(I)Design Panel Sum FM Resultant Anon NO 001 Face at Wail Type Anchor Opt) Width(0) 1617.2.2 Height(8( 10Edge (I) OrnIngin) (N) Vihips) V(.pe( DL)0 Kew) Star (lit R'2'6di Shear tot 07110.0) t.R) NO(AipaUa Type' (MWindow(h) Bons 1 Al 10.0) 010 5..16 00 10' 009 16001 03571 026 4,10 0.26 0.58 410 1,00 410 120,72 19.36 1911 Both 13130011 45i NIA SW3 16.C,2a 42 16.00 000 0,16 0.00 000 0.00 1600 0.6429 0.00 7.38 0.26 0,58 410 400 410 166.60 62.74 597 Bottt N048 415 NIA 500-3 16-00,2) 1 A3 0.00 0110 0.00 0.10 001 000 100 1006 0,00 OM 0.26 058 0 NIA WA 6370 0.0 40952 Both WA NW NIA GUISE REVISE 1 A4 103 000 0.00 00 0.00 000 0.00 0.0'0 000 0.00 0.25 0.58 0 NIA MIA 63.30 0.00 •10533 Both WA NIA NIA REVISE REVISE 1 El 100 0.00 023 0.00 000 0.00 1000 04011 0.00 5.22 025 0,58 522 1.00 522 136.38 19.36 12.49 Both 0H2214 4.50 WA 5W2 12-07,2a 1 E2 4.0 000 023 0.0 00i1 1600 0.1618 0.00 2.09 0.26 0.58 522 0,17 914 92.53 310 26.3D Both NIG 4.50 WA 593.22 16-00,31 1 E3 BCO 791 9.23 0 01 0.00 0000 16.70 03634 000 4.18 0.26 0.58 522 1.00 522 121.77 12.39 1418 Both 8015 7.63 NIA 5492 12.00,2a S 50.E 0oo' 013 32.00 270 0.00 22.97 Window Strap ForcaTransler NU NIA NIA NIA NIA NIA NIA 22 of 22 NTP Engineers Made Br. 0 Dm 1021II6 kb it: 0 16507 NE 50th St • Redmond, WA 98052 Ch4ae4by Daa Shed No., Tel. 425.801.5111 PrciedNam: AsheuiiangNa»Red Desciptim, Side Direction Shear Wall Design Second Floor Shearwalls (Side -Side Direction) S:iteDlmtx,o Slaysheagkips)= 16.42 54ryheghl(N)= 900 1o4445dml) 44(r0 LoIralConaolingFIB: ,',eismic 067 walls designed* Force -Troia' short meet a nuAnum haghttowkNN mW ol2 4 latefa wall pier saran Is 3.5:1 line { HeghLWdth Story Wag Wall Opening re. 0pena1g Opening(maa) Plate to Tr4,Wldlh %Sharing Story Sum Story Sum Panel Reduction(4) Design Panel Sum RN Resultant Strap Force al Wall DIRT Wldlhlrt) 19016172.2 Height(1tl toEdge Ott Opening(Ni Vlkips) Vlkips) Doi) Dtlklfl ShearlpIO R=TwlH Shear(pll) 0TM(441) (ION HOlklps) Type Window (In Type 3 441 475 000 053 000 0 00 050 2250 0.3000 4.11 4.11 035 035 861 1.00 654 36.95 2.68 826 CMST12 NIA SW•33 3 N2 4;75 0.00 0.53 000 000 00 2200 06000 4.11 4.11 0.23 0.23 861 1,00 864 36.95 1.11 8,48 6093114 NIA 5244-33 3 1c 000 100 0.59 0.00 ON 0.20 OO 04500 0.00 O.W 023 0.23 811 WA WA 0.00 0.00 0.00 WA NIA REVISE 3 14 000 000 002 000 000 0100 0.00 00203 0.00 0.00 023 0.23 0 NIA NIA 0.00 0.00 0.00 WA NIA REVISE 3 SI 4040 0.00 0.22 0000 0:0 000 2200 017.39 1.43 1.43 0,23 0.23 357 0,89 402 12.85 1.25 3.41 1,5731 NIA SW-3 3 S2 16.02 090 0,22 000 0061 200 22.00 0.0522 5.35 5.35 023 0.23 357 1,00 357 48,19 17.64 2.12 10137 WA 585-3 3 53 400 0,00 0.22 0.01 00 000 22.00 0.1739 1.43 1.43 9.23 0.23 357 0.89 402 12.55 1.25 1.41 515737 NIA 554.3 3 4d 2.00 0.00 O.O0 200 0.0,0 040 0.0 0030 0.W 0.00 0.35 0.35 0 NIA NIA 000 000 0.00 NIA WA REVISE 3 4e 3N 0.00 0061 000 000 ON 00 00062 0.M 000 035 0.35 0 NIA WA 0.00 0.03 0.00 NIA WA REVISE Window Strap Force•Tran2ler WA WA NIA NIA NIA NIA NIA NIA NIA 5 32.50 re.' 053 41.00 1.00 16.42 16.42 FirstStory Shearwalls (Side -Side Direction) Side OI09409 Storyshea)kips)° 6.55 Story heght(9); 907 Total Wd4IFd= 44.00 Acumulatedsheankipsp 22.91 Lateral ConningF2: Seismin 0.67 HeightAWdth From end Dory WNI Wag Opening le. Opening Opening(maal Mateo TdnWldlh %Sharing Slory Sum Story Sum Panel Reductonl4) Design Panel Sum RN Resultant Mow. HD olwall Force at Wall Anchor DM Width()) IBC1617.2.2 Heghl(N) to Edgelfl Openin8(N1 Ibl Vlkips) Vlkips) DL(kl) DLlM Shear gall) R=21w4 Shear(pl) 0TM(kdf) (k•A) HD(kipe) Type Type (Inches) Window@) Type Bolts 2 NI 4.75 000 psi 000 000 0.22' 22.00 J.5000 1.64 514 0.14 0.49 1109 1.00 1209 88,63 3.72 19.98 Both WL 4.50 NIA REVISE REVISE 2 N2 4.25 0.00 053 300 520 2290 05003 1.64 514 0.22 0.46 1209 1.00 1209 86.63 3.45 20.04 Both WG 4,50 NIA REVISE REVISE 2 It 000 0.0 351 0O0 0U0 060 000 0n0 0.00 0.00 011 0.49 811 WA NIA 0.00 0,00 0.00 Both WA WA NIA REVISE REVISE 2 1d 000 0.00 OOG OCt' 000 2700 000 00000 0.00 0.00 0.14 0,49 0 NIA NIA 0.00 0,00 0.00 Both WA WA NIA REVISE REVISE 2 S1 4.N 0.00 022 4261 0,2u) 0.N 22.00 0.1732 0.51 2,00 0.14 0.49 499 0.89 552 3063 2,64 805 Bolh 44008 4.25 WA 561.2 12490,2a 2 S2 15.00 000 0.22 0.0 0 00 0.20 22.00 0.6522 2.14 7.49 0.14 0.49 49 1.00 499 115.61 3108 5.42 Bo4h P4406 4.38 NIA 33012 124,211 2 S3 4.70 0.00 P.22 0.0 000 0.00 2200 01733 0.57 200 0.14 0.49 499 0.89 562 17.98 2.64 4,38 Bath STHD10 3.00 NIA SW2 12-0C,2a 2 4d 000 0.00 0100 000 000 OE 0.00 0000 0.00 0.00 014 0.14 0 WA WA OA0 0.00 0.00 Both WA NIA NIA REVISE REVISE 2 4e 004 000 0.00 II 0.90 0.0 000 20000 O.W 0.00 0.14 0.14 0 WA WA 000 0.00 0.00 Both NIA NIA NIA REVISE REVISE Window Strap Force.Transfer WA WA WA WA WA WA WA WA WA S 32.50 Basement Story Shearwalls (Side -Side Direction) S44Dirt6 Slory shea(4 o(: 0.00 Sty hegnlin); 000 Total WdA(FI)= 4.00 44A0 6.55 2207 Ammu0an4 sheaptips)= 22,97 lateral Conning 7R'5F' 0,67 HeightNlldlh From end Story Wan Wall opening le. Opting Opening (max) Plate to Trib.Wdth %Sharing Story Sum Slory Sum Panel Reduction(4) Design Panel Sum Rle Resultant Allow NO bfwall Force at Wall Anchor DM Width(5) IBC1617.2,1 Height(R) to Edge Ol)_ning(NUN) Vlkips) V(hips) DOD DL(kIQ Sheila..R.7WM Shear VD OTMIk•R) (k•1j HO(kips) Type Type ditches) Window(h) Type BoNs 1 NI 4.25 0.20 0.00 500 220 0.50 0,00 4.11 0,20 0.69 864 1.00 864 125.58 5.19 2813 Both NIG 4.50 WA 5444-3 154,3a 1 N2 415 0.00 0.35 00 007 00 22.00 050 0.00 4.11 0.20 0.69 864 1.00 864 36.95 5.19 7A7 Both 44008 4.25 WA 5W33 1000,35 1 lc 0.00 0,00 035 0061 0.023 0.00 2200 IX 0.N 0.00 0.20 069 821 WA NIA 0.00 0.00 0.00 Both WA WA WA REVISE REVISE 1 Id 000 00 601V;0! 9I0 ON 000 00') 2061 0.00 000 020 0.69 NOW WA NIA 30.83 000 .01,65 Both NIA WA WA REVISE REVISE 1 S1 4.00 000 2.22 0.01 0.00 0.00 2200 0.17 0.00 2.W 0.20 069 499 0.18 2718 133.59 3.66 37.12 BM WG 4.50 WA REVISE REVISE 1 52 15.00 000 P.04 2.761 0.00 0.00 22 00 0,55 0.00 1.43 020 0.69 95 1.00 95 30.83 51.78 .1,45 Bosh NIA NIA WA SW-6 48-00, 35 1 53 400 0.00 022 000 003 0.00 22.00 017 000 2.00 020 0.69 499 0,18 1746 17.98 068 408 Both 5144010 3.00 NIA REVISE REVISE 1 4d 000 0t00 00.E 03 0.00 090 9)0 0.00 0.00 0.00 0.20 0,69 0 NIA NIA 0.00 000 OM Both WA WA NIA REVISE REVISE 1 4e 9.0 0.00 0.00 9.00 002 0.09 0.00 0010 0.00 0.00 0.20 0,69 0 WA NIA 000 000 0.0D Both WA WA NIA REVISE REVISE S 32.50 rno • 1101VD! 44.00 0.00 13.63 Window Snap Force•Translar WA NIA NIA NIA NIA NIA WA WA WA Steel Roofing & Siding Products Steel Roofing & Siding INST LLATION UIDE REVIEWED FOR CODE COMPLIANCE APPROVED JUL 18 2019 City of Tukwila BUILDING DIVISION YOUR AUTHORIZED DEALER IS: RECEIVED C!TY OF TUKWILA JUL 102019 PERMIT CENTER CORRETIOd LTR WASHINGTON WASHINGTON CALIFORNIA Auburn Spokane Redlands (800) 700-7228 (866) 321-5954 (800) 806-8729 www.nuraymetals.com CONTENTS BEFORE YOU BEGIN Notes to the Installer.............................................................. 3.4 Recommended Tools & Equipment .................................. 4-5 STANDING SEAM SYSTEMS How to Square Your Roof ................................................... Order of installation (summary) ...................................... 7 Lapping & Fastening Detail ........................................... 8-9 Closures................................................................................... 9 Roof Plan:Typical Flashing Locations 10-11 Flashing Installation Detail12-15 Last Panel Termination Detail.........................................16 CHIMNEY & SKYLIGHT FLASHING (Both Systems)....17-19 EXPOSED FASTENER SYSTEMS Components and Applications 20-21 Howto begin........................................................................ 22 How to Square Your Roof ......................................... ....... 23 Order of Installation (summary) .................................... 23 Lapping & Fastening Detail ............................................. 24 Panel Cutting Procedure .................................................. 24 Fastening: Screws and Lap Sealants 25 Lapping Requirements26 Recommended Screw Schedules 26 Closures27 Flashing Installation Detail 27.29 BOTH SYSTEMS Pipe Flashing: Flexible On -Site Customization ............... 30 Accessories.................................................................................. 31 Caution: Keep Materials Dry Back Cover Warranty Registration Notice Back Cover Nu -Ray Contact Information Back Cover Notes to the Installer The information contained in this installation guide is in- tended to be an aid and does not depict all situations. Modifications are the responsibility of the designer/user and should take into account climate conditions such as wind and snow, Where possible, panels should be lapped away from prevailing winds. SUBSTRATES These details show the roofing panels over solid s/s" ply- wood substrates. Many of our systems can be installed over spaced support members, Please consult a Nu -Ray representative for more information, SLOPE REQUIREMENTS All panels described in this book require a 3:12 or greater roof pitch except the Series 2000 system that can be used on roof pitches down to 1/2":12", UNDERLAYMENTS Prior to panel installation a minimum of 30lb felt (or two layers of 15 lb, felt) should be installed per the felt man- ufacturer's recommendations. The underlayment should be lapped with all flashings in a shingle -like manner, When a premium underlayment is required, a self -adher- ing, cold -applied rubberized asphalt membrane should be specified. Granulated ice & water shield is not an ac- ceptable underlayment and will void your warranty. DRAG LOAD SCREW Panels must be drag loaded at the top of the panel to resist "drag" caused by the weight of the panel, live loads, and snow loads. The intensity of the drag load is a func- tion of slope, the loads involved, and length of the pan- els, EXPANSION & CONTRACTION Both the panels and the flashings must allow for expan- sion and contraction of the materials, especially where long lengths are used. Notes to the Installer continued OIL -CANNING Flat metal surfaces will display waviness commonly referred to as "oil -canning', This is caused by the steel mill tolerances, variations in the substrate and roofing underlayments. Oil canning is a characteristic, not a defect, of panels manufactured from light -gauge metal, Panels are factory "corrective -leveled' to minimize oil canning. Oil canning is not a cause for panel rejection. WARRANTY Nu -Ray Metals offers a 40 year transferable paint warranty on all Kynar, Nu -Shield and SMP products. This warranty is only valid when registered within terms of the warranty. Please contact a Nu -Ray representative for more information. Recommended Tools & Equipment SCREW GUN Clutch type screw gun allowing for variable torque set- tings with depth locating nose piece is recommended to insure proper installation of the screws. The following bits are required for proper installation: 3/4" hex driver • #2 Phillips screw driver bit SNIPS For cutting miscellaneous panels and flashing, three pair of compound snips will be required for left edge, right edge, and center line cuts. ELECTRIC SHEARS Use of electric shears can be used for general cutting such as the hips and valleys, Note: Some installers prefer to use circular power saws with abrasive metal cutting blades. While the use of power saws may be faster, there are some disadvantages that must be considered. Please talk with a Nu•Ray Metals representative prior to using a circular saw. 4 Recommended Tools & Equipment continued CAULKING GUN For miscellaneous caulking and sealing to inhibit water infiltration. POP RIVET TOOL Used for miscellaneous flashing and trim applications. LOCKING PLIERS Standard and "Duck Bill" styles for miscellaneous clamp- ing and bending of parts. CHALK LINE Used to assist in the alignment of panels, flashing, etc. MARKING TOOLS Indelible markers, pencils or scratching tools. STRING LINE Used for general alignment and measurements. TAPE MEASURE 25-foot minimum. A second SO -foot tape measure is use- ful. SAFETY GOGGLES Always use approved safety goggles. CI; 0 STANDING SEAM SYSTEMS How to Square Your Roof Nu -Ray Series 1000, 2000, 3000, 5000 and 6000 Panels Now to Begin • Determine quantity and size of panels needed. t Determine quantity and number of fleshings and accessories. Roof pitch is required for fabrication of some fleshings. or Install vapor barrier. • Check for squareness (see illustration on next page). or Determine prevailing wind direction. • Roofing and siding should be started vertically at the end of the building opposite the prevailing wind direction and checked for squareness. le for proper sidelap application, see lapping and flashing detail on pages 10 and 11. ✓ Maximum panel overhang is 2" from the finished edge (see illustration below). or Wall girtspadng should be no more than 36"for normal sidewall application. t Roofpurlinspacing should be no more than 24"for nor- mal roof applications. / See load table for maximum spacing Prevailing wind Weather• tight sidelap Recommended 1' overhang To square up your roof, the easiest method to use is the 3-4-5 triangle. This size triangle works in smaller areas. In larger areas use multiples of 3-4-5 to increase the size and square up longer panels. Note: Always square up from the eave. 1. Measure in from the gable 1"-3" and make a mark on the eave. 2. Measure 4'0" farther into the roof on the eave and make another mark. 3. From the first mark, measure up the roof 3'0" and make a mark, 4. Measure from this mark to the mark you made 4'0". 5, This measurement should be 51r If not, adjust the 3'0" side until this measurement equals 5'0". 6. After producing the 3-4-5 triangle, snap a chalk line up the roof off the left side of the triangle (3'0"side). 7. This chalk line is your square line to start paneling. Order of Installation Q Eave or drip flashing © Valley flashing p Prow and gable flashing 0 Back pan © Pre-cut panels 0 Cut hips and valleys as required © Gable trim, sidewall, closure strip, endwall and ridge cap Lapping & fastening Detail Wind Direction t Lap with the wind SERIES 1000 rr Optional Pencil Ribs --- il or Striations SERIES 2000 rOptional Pencil Ribs — orStriations / . SERIES 3000 Optional Pencil Ribs or Flat Panel SERIES 5000 Optional Pencil Ribs or Striations SERIES 6000 Optional Pencil Ribs or Striations 16" NOTES f for valley applications, the panels should overlap down- hill. Protective coating (peel coat): Some products may have a peel -off plastic coating over the painted surface to prevent damage during manufacture and shipment. If such a coating is present, avoid exposing the peel - coated materials to sunlight and remove the coating prior to installation, fastening Use only fasteners with washers designed for roofing and siding application. Fasten the outside edge first, then the center. This will prevent spreading or creeping of the panels. DO NOT OVERDRIVE the fastener so as to dimple or distort the panel. Washers should be in firm contact with the panel. CORRECT Sealing material slightly visible at edge of metal washer. The assembly is weather tight, TOO LOOSE Sealing material not vis- ible, Not enough com- pression to seal properly, TOO TIGHT Metal washer deformed, Sealing material extruded beyond edge of washer, Screws Screw fasteners have been proved to have two to three times the holding power of nails. Screws should have a minimum penetration of $/a° into wood. Generally, 1" screw fasteners are placed in the flat area of the panel at 24" on -center along the length of the panel, and next to each rib approximately 1/2" from the rib. If purlins are placed over 24' apart, stitching screws are recommend- ed on the lapping rib between purlins. Nails are not recommended! The use of nails to fasten panels is NOT recommended and will void the Nu -Ray warranty. Closures Matching or universal clo- sures are available for all panel profiles. Closure ap- plication is recommended under the ridge caps, end - walls and panels at eave ends, unless ridge venting is required. Applied to the top and bottom of closures, sealant will assist in keeping the closures in place. Inside Matching closures to fit all profiles or 1 "xl' universal closures. Gable Gable Roof Plan Showing Typical Flashing Locations Gable Eave Slope Eave Eave 4 9 Eave Transition Slope t Gable .Slone 4-Slope Sidewall �ro Slope Sidewall i �4 Skylight 4- Sidewall w Valley a 4- Eave Ri€l.ge Slope t 1' Valley Slope Slope j ro t Gable 4 Gable 10 11 Eave 4-Eave 4-Gable 1-Gable flashing Installation Detail Standard Eave For enclosed structures, apply closure strip under panel at eave before fastening. Standard .ri tt s/a"plywood sc 1'/2" 2° Benno specific pitch Standard W-Valley Prior to installing roofing panels, install WValley. Apply two rows of silicone sealant or butyl mastic parallel to the valley, onto the valley flash- ing, Apply sealant approx. 6" and 8" up from the center of the valley. Install roofing pan- els a minimum of 4" from the center of the valley. (Distance may vary for sealants and roof panels due to location.) Install fasteners through the farthest run of sealant from the center of the valley. Install fasteners in the flat areas of the panel, between the major and minor ribs, Panel Id panels out of valley min of 4" t"} sW plywood Bent to specific pitch 12 s Detailed instructions on page 16, Standard Gable Trim Apply gable trim to both roof sheeting ends. Install fasteners every 24"into gable trim board on the side. Panel s/e' plywood Color matched gasketed screw 134" 134'. Length depends on panel series 4'/2" 4. Sidewall Fasten the vertical leg to the wall at 24" intervals. Color matched gasketed screw Sidewall Panel Flashing Installation Detail Standard Endwall Secure upstanding leg to the wall at 24"intervals. Siding Color matched gasketed screw "r Bent to roof pitch Panel Vented Endwall Siding Color matched gasketed screws 4 Endwall Panel s/a" plywood Notched Endwall Sidin Color matched gasketed screws Endwall b"plywood leg dependson theribheight Notched Shed Ridge Shed Ridge Foam Panel Closure 6" Bent to specific 1'h„ Length of down leg depends on the rib height 4'% " 13 awi flashing Installation Detail Prow Gable Trim Apply gable trim to both roof sheeting ends. Fasten at top and sides at intervals of 24"o.c. Install prior to ridge cap. Color matched gasketed screw Panel a 4 Prow Gable Color l lmatched 1 gasketed screw Standard Transition Panel Color matched gasketed screw Panel S/s Plywood Notched Transition Panel Color matched Gasketed Screw Panel ah' Plywood Bent to specific pitch 61/2" ngth of down leg 1 '' depends on the rib 1 /2 height 14 Standard Ridge Cap Apply ridge cap as shown, fas- tening through the ridge cap and roofing at every rib. Ridge cap fastens over gable trim. Color matched Ridge Cap Color matched gasketed screw 3 gasketed screw Vented Ridge Cap Ridge Cap Color matched Color matched gasketed screw ' `a gasketed screw • Notched Ridge Cap Color matched RldgeCap Color matched gasketed screw gasketed screw 41, am(Iosure Foam Closure Length of down leg depends on the rib helght 6 nel flashing Installation Detail Snow flashing In areas where snow is more prevalent, the use of spe- cially designed flashing is recommended. The weight of snow affects flashing on the perimeters of the roof. Please consult with a Nu -Ray representative. Snow Valley Panel llold panels out of valley min. of 8" r ,A" plywood Nook Eave Detail Panel slides onto hook eave 4 Mark ribs 1"back from end of panel Cut away both ribs leaving panel face exposed Using panel bender start bending exposed area Continue bending exposed area Fold exposed area tightly underneath panel L 15 4 7 a in re 3 N Last Panel Termination Detail Ridgeline iIIIIIIIIIIIIi Eave Step 3 Roof edge Cut panel chalk line \ r over chalk line Step 4 Bend panel up at roof edge line In case the last panel in a run does not end exactly at the edge, follow these steps to ensure a proper installation: 1. Before installing the last panel, measure the distance from the 2nd to last panel and the roof edge, 2. Mark the last panel at the top and bottom at the mea- surement from step #1, 3. Snap a chalk line from top to bottom where the marks were made. 4, Now, measure 1" farther over on the panel and mark top and bottom and snap a line. 5, Cut the panel to the width of the second line, 6. Using metal benders, bend the panel up 90 degrees on the 1st line creating a false rib, 7.Install panel and cover false rib with flashing. 16 Chimney & Skylight flashing Installation of a chimney or skylight requires layering flashing to provide a weather tight roof. The following steps illustrate one way to flash a chimney or skylight. Job site conditions may require alternate dimensions or installation techniques. Required Skylight Flashing: • 1 ea. backpan flashing • 2 ea. sidewall flashing • 1 ea. endwall flashing Side e Prior to trim installation, cut the roofing panels as close as possible to the left, right and downhill sides of the curb. Cut the uphill side panels 6" up from the curb, Do not fas- ten down the panels within 18" uphill from the skylight, STEP #1 Install panels around chimney or skylight, leaving out panels above. Where the panels running into the skylight are deeper than needed, cut the panel opening rdeeper than necessary (see Last Panel Termination Detail on page 20) and bend up creating false rib. Do not install panels directly above skylight. False Rib 17 Cut out panel leaving 1' extra to bend up for false rib (himney & Skylight Flashing STEP #2 Install backpan flashing above skylight. When cutting to fit leave a minimum of 4" to either side wider than the skylight. Install panels above skylight, when cutting panels leave 6"-8" short of skylight. Apply sealant under panels where the panels lap the back pan flashing. Continue paneling past skylight. Trim to width skylight plus on each side 4" Sealantmustbe applied where metal overlaps. 4-Wider than skylight on both sides STEP#3 Install endwall at the downhill side of the skylight. Cut the flashing to the width of the skylight plus 2" on each side (sidewall typ. 2" wide).Then cut back along the bend 2"on each side and bend the metal around the curb as shown. -^-1111-7 2-Wider than skylight on both sides 18 Bend metal around skylight curb Cut back along bend Chimney & Skylight Flashing STEP#4 Install sidewall flashing by cutting back the top leg a minimum of 2" and folding around front of curb. Do this for both sides of skylight. 19 Bend metal around skylight curb Cut back along bend Sealant must be applied where metal overlaps. Gable Tri Door Jamb Track r. ers End Wall 20 Eave/Drip "W"Valley Inside Corner '1'Channel Out Ridge Cap SideWall ide Base 21 Transition EXPOSED FASTENER SYSTEMS How to Square Your Roof Nu -Ray Series 4000 and 7000 Panels How to Begin '' Determine quantity and size of panels needed. Note: End - lapping of Nu -Ray Series 4000 and 7000 panels is not recommended. Panels should be ordered and run in full lengths. If end -lapping is unavoidable, consult your Nu -Ray dealer for the proper procedure. cr Determine quantity and number of fleshings and accessories Roof pitch is required for fabrication of some Fleshings, Install vapor barrier. 0' theckforsquareness (see illustration on next page). Determine prevailing wind direction, c Roofing and siding should be started vertically at the end of the building opposite the prevailing wind direction and checked for squareness. c- For proper sidelap application, see lapping and flashing detail on pages 10 and 11. c' Maximum panel overhang is 2" from the finished edge (see illustration below). tr Wallgirtspadng should be no more than 36"for normal sidewall application. Roofpudin spadng should be no more than 24"for nor- mal roof applications. See load table for maximum spacing Prevailing wind Weather - tight sidelap Recommended 1"overhang 22 To square up your roof, the easiest method to use is the 3-4-5 triangle. This size triangle works in smaller areas. In larger areas use multiples of 3-4-5 to increase the size and square up longer panels. Note: Always square up from the eave, 1, Measure in from the gable 1"-3"and make a mark on the eave, 2. Measure 4'0" farther into the roof on the eave and make another mark, 3. From the first mark, measure up the roof 3'0" and make a mark. 4, Measure from this mark to the mark you made 4'0", 5, This measurement should be 5,0', If not, adjust the 3'0" side until this measurement equals 5'0", 6. After producing the 3-4-5 triangle, snap a chalk line up the roof off the left side of the triangle (3'0"side). 7, This chalk line is your square line to start paneling. Order of Installation 0 Eave or drip flashing p Valley flashing Prow and gable flashing 0 Back pan O Pre-cut panels 0 Cut hips and valleys as required Q Gable trim, sidewall, closure strip, endwall and ridge cap 23 lapping & Fastening Detail Wind Direction Lap with the wind SERIES 4000 Typ! el Roof AppI c tIan 36" SERIES 7000 14t' NOTES 0. For valley applications, the panels should overlap down- hill. 0. Protective coating (peel coat): Some products may have a peel -off plastic coating over the painted surface to prevent damage during manufacture and shipment. If such a coating is present, avoid exposing the peel - coated materials to sunlight and remove the coating prior to installation. Panel Cutting Procedure it Panels should be cut with tin snips, metal shears or an abrasive metal cutting blade. e Panels should be turned upside-down and held se- curely while cutting. - ALWAYS WEAR SAFETY GOGGLES WHEN CUTTING METAL PANELS. • It is imperative to clean metal particles from panels after cutting, to prevent pitting and rusting. 24 Fastening Use only fasteners with washers designed for roofing and siding application. Fasten the outside edge first, then the center.This will prevent spreading or creeping of the panels. DO NOT OVERDRIVE the fastener so as to dimple or distort the panel. Washers should be in firm contact with the panel. CORRECT Sealing material slightly visible at edge of metal washer. The assembly is weather tight, TOO LOOSE Sealing material not vis• ible. Not enough corn. pression to seal properly. TOO TIGHT Metal washer deformed, Sealing material extruded beyond edge of washer, Screws Screw fasteners have been proved to have two to three times the holding power of nails. Screws should have a minimum penetration of S/a" into wood. Generally, 1" screw fasteners are placed in the flat area of the panel at 24" on -center along the length of the panel, and next to each rib approximately 'h"from the rib. If purlins are placed over 24" apart, stitching screws are recommend- ed on the lapping rib between purlins. Nails are not recommended! The use of nails to fasten panels is NOT recommended and will void the Nu -Ray warranty. lap Sealants Side -lap sealant is recommended on any roof pitch of 112 or less. For complete waterproofing, caulk all side and end laps regardless of pitch. Caulk side laps at the top of the rib. Caulk end laps across the width of both top and bottom panels, below the point of fastening, 1"to 2" above the end of the overlap. 25 uirements Slope End -Lap Length Sealant Side End -Lap 3/12 or less Not recommended Recommended Not applicable > 3/12 12" minimum Optional Required 5idewa I 4" minimum Not required Optional Recommended Screw Schedules Series 4000 c' Screw fasteners with integral sealing washers are recommended, Allow rib height plus 1"minimum for wood penetration. Stitch screws recommended at all side laps of roof only. Ili Fasteners recommended at one side of major ribs. III I I I III Series 7000 i Lap panels away from prevailing wind/weather. Roof and Wall Application all Application rinly 26 Bead Manx Ios e Matching or universal closures are available for all panel profiles. Closure application is recommended under the ridge caps, endwalls and panels at eave ends, unless ridge venting is required. Apply sealant to the top and bottom of closures to assist in keeping the closures in place. Outside Inside Matching closures to fit all profiles or 1 "x1" universal closures, Flashing In Standard Minl-Eave For enclosed structures, apply closure strip under panel at eave before fastening. Panel S/a"plywood entto Side Roof to Wall Fasten the vertical leg to the wall at 24` intervals. Color matched gasketed screw iSidewall Panel t S/a" plywood al ion 0 Standard Malley Prior to installing roofing panels, install W-Valley. Apply two rows of silicone sealant or butyl mastic parallel to the valley, onto the valley flash- ing. Apply sealant approx, 6" and S" up from the center of the valley. Install rooting pan- els a minimum of 4" from the center of the valley, (Distance may vary for sealants and roof panels due to location.) Install fasteners through the farthest run of sealant from the center of the valley. Install fasteners in the flat areas of the panel, between the major and minor ribs. Panel Hold panels out o valley min of 4" 5/8"plywood Panel 27 flashing Install Standard Mini -Gable (4000) Apply gable trim to both roof sheeting ends. Fasten at top and sides at intervals of 24" o.c. Install prior to ridge cap. Panel 'A plywood Color matched gasketed screw Standard Endwall Secure upstanding leg towall by fastening at 24" intervals. Then fasten through lower leg near edge of flashing on every rib. Siding Color matched gasketed screw 4 Bent to roof pitch Outside Corner Fasten both outside edges at 24" o,c Panel Color matched gasketed screws 28 ion De Standard Transition Panel Panel ti Color matched gasketed screw i Phruood Ridge Cap (4000) Apply ridge cap as shown, fas- tening through the ridge cap and roofing at every rib. Ridge cap fastens over gable trim. AldgeCap Cal rrnarched + Colopr morched gaskretedscrew rasketedscrew end Wood Screw woadkrew Heal Boon Sub t ate flashing Installation Detail Snow Flashing In areas where snow is more prevalent, the use of specially designed flashing is recommended, The weight of snow affects flashing on the perimeters of the roof. Please consult with a Nu -Ray representative. �13/4" v2� h depends on panel series Snow Valley Pan Hold panels oat of valley min. of8" i L Vt plywood Snow Break Application Apply to top of ribs with 11/2" long (minimum) standard wood screws or type "S" (type of substrate will determine the proper fastener type). Install first row of snow breaks 18" from the eave. Foot traffic, length of run, pitch of roof and geographical location will determine how many rows are necessary. Please note: These details are suggested only. Design and load resistance are the responsibility of your design engineer. Nu -Ray Metals assumes no responsibility, 29 6 Panel Dams To keep moisture from blow- ing under ridge cap, endwalls and pitch changes in high wind areas or on flat -pitched roofs, panel dams should be formed. If possible, crimp the panels after they are applied to prevent spreading of ribs. Pipe flashing: Flexible On•Site Customization Step One:TRIM Trim opening to 20% smaller than pipe diameter, Step Three: SEAL Apply silicone sealant between pipe flashing. Step Two: SLIDE Slide down over pipe. Step Four; FORM Press down, bending flashing to fit irregularities. Use large slot screwdriver to press into tight angles. Step Five: FASTEN Use fasteners to finish sealing as shown at right. 30 Accessories Nu -Ray offers the following accessories which are used with both Standing Seam and Exposed Fastener systems. Please contact Nu -Ray for details and pricing. • Ice & water shield • Fasteners: woodgrips, Neoteks and panel screws • Sealants: Sikaflex® Solar Seal 900 and butyl mastic solid caulking • Touch-up paint in spray cans • Fiberglass: inquire about standard lengths and colors • Closures: Die -cut 3/4" x 11" x 10` closed cell, outside and inside, in 36" lengths • VersaVent'' Ridge Vent Material 31 Closures Sikaflex® VersaVent'" CAUTION: KEEP ,~~~..~...~��. �... Store the panels ina dry, well -ventilated area. El- evate oneendofthebund|esothatanynnoistune that may exist, can run off. Make sure that air can circulate freely around the panels to avoid any build-up mfmoisture between the panels. Mois- ture trapped between panels will cause paint to bubble and white rust toform on unpainted panels. Oonot store the panels indirect contact with the ground. Nu -Ray Metals assumes nore- sponsibility fornnateria|sinnpropedystored. REGISTER TO ACTIVATE WARRANTY Nu -Ray warranties are not implied. Registration is required for warranties to be put into effect. Please contact your Nu -Ray installer orvepvemen- tative, orvisit our web site, for more information. � Steel Roofing & Siding Products June is, z021 Permit Te-Ch,niCrin City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA. 98188 Re : Permit Application No. 01c1 -0151 Golden Horseshoe Reroof 8i.Repelay 13985 Interurban Ave S. Tukwila. Dear pQrmit. Tech niean , RECEIVE... CITY OF TUKWIL t JUN 2 1 PERMIT CENTEP I'm writing this letter to request for extension of my application. Reason: 1 need more time because of -the corenaqiros pandemic. Thank you for your consideration . Sincerely Yours; Trang Dao PO Box 16184 Seattle, WA. 98116 Tel: 206-856-4421 City of Tukwila Department of Community Development 6/3/2021 TRANG DAO PO BOX 16184 SEATTLE, WA 98116 RE: Permit No. D19-0151 HORSESHOE BUILDING - REROOF 13985 INTERURBAN AVE S Dear Permit Holder: Allan Ekberg, Mayor Nora Gierloff, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 7/14/2021. Based on the above, you are hereby advised to: 1) Login to the City of Tukwila's Online Portal https://tulcw-egov.aspgov.com/BP/index.html to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 7/14/2021, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Shana Markstrom Permit Technician File No: D19-0151 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 12-J6_2(319 Bill Riel.mi30 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA. 98188 Re : Permit Application No. D19 - 0151 Golden Horseshoe Reoof Ulkepair 13985 Interurban Ave S. Tukwila. Dear MI &lRambo ,ENED s -5 (;OMMINI,11,1, I'm writing this letter to request for extension of my application. Reason: I need more time to 9et the best season weamer. Thank you for your consideration . Sincerely Yours; Trang Dao PO Box 16184 Seattle, WA. 98116 Tel: 206-856-4421 Request for Extension # Current Expiration Date: 1-11-1-62-0 Extension Request: Approved for ro days Denied (provide explanation) Signature/Initials City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director December 31, 2019 Trang Dao PO Box 16184 Seattle, WA 98116 RE: Request for Extension #1 Permit Number D19-0151 Dear Trang Dao, This letter is in response to your written request for an extension to Permit D 19-0151. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through July 14, 2020. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D19-0151 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov City of Tukwila Department of Community Development 12/3/2019 TRANG DAO PO BOX 16184 SEATTLE, WA 98116 RE: Permit No. D19-0151 HORSESHOE BUILDING - REROOF 13985 INTERURBAN AVE S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, international Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 1/14/2020. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 1/14/2020, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D19-0151 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 \ y Ken Nguyen 17614 NE 29th Street Redmond WA 98052 July 3, 2019 City of Tukwila Department of Community Development 6300 Southcenter Boulevard Suite #100 Tukwila WA 98188 Re: Correction Letter #1 DEVELOPMENT Permit Application Number D19-0151 HORSESHOE BUILDING - REROOF - 13985 INTERURBAN AVE S. Dear Mrs. Nichols: CORRECTION LT110_4_ RECEIVED CITY OF TUKWILA JUL 1 0 2019 PERMIT CENTER In response to your plan review comments in a letter dated May 20, 2019, we respectfully submit the following itemized response to your questions: (BUILDING REVIEW NOTES) 1. This permit is for a re -roof. The plans include deck details page 6. Please clarify or remove the deck details page for consistency with this permit. Cover sheet and all other plan sheets shall be clear to indicate only the work to be performed under this permit with specific details pertaining to this permit. The project description was updated to reflect the current proposal for the building roof and the front roof to cover the existing deck and a side roof to cover the existing stair landing. In addition, the exterior siding was added. The valuation of the work was revised for consistency with the current permit on drawing sheet #1. 2. Plans indicate a parapet installation on all four sides of the building. Provide engineer's details for the parapet installation. Provide specific details for truss and parapet attachment to the existing building top plate to resist forces of seismic and wind. Engineers details shall clearly specify all fastening methods with hardware specifications. The four sides parapet was removed from drawing sheet #2, 3, 4 and 5. 3. Plans show roof crickets at the lower portion of the roofs edge. Provide details for the crickets with full details for scuppers, flashing, and downspouts and how water shall disburse and the ground level. Show flashing details where the parapet abuts the new roof trusses. Include sizing of scuppers for hundred -year rainwater 1" per hour this location. The roof parapets, crickets, and scuppers were removed from the drawing sheets #2, 3 and 4. The typical standard convention continue gutter and downspouts were called on drawing sheet #3. The downspouts location was placed at the same location where the existing downspouts located. bAw oks / / 4. Other plan sheets appear to have construction details with notes on elevations that are inconsistent with this permit. Provide plans with unrelated information removed or please clarify. The elevations unrelated notes were removed on drawing sheet #3. The proposal for each roof area was clarified on the Site Plan. 5. Plan sheet 3 indicates a roof over the stair landing. Please clarify and show in the scope of work with complete details for the new porch roof. The drawing sheets #2, 3, 4, and 5 were updated to indicate the roof covered the existing stair landing and existing deck at 6. Provide manufacturers information and installation specifications for the new roofing material. The manufacturer's information and installation specifications for the new roofing material were provided. The configuration for each roof area was called out on drawing sheet #4. 7. All plan sheets shall be stamped and signed with date of signature by the engineer. See general note above. The drawing set was stamped and signed with the date of signature by the record of engineer for this project. FIRE DEPARTMENT: 1. What type of roofing materials are being installed? ie metal, comp, shingles, torchdown etc. The Nu -Ray metal roof material was specified for this project. The roof configuration for each area was updated on drawing sheet 4. This concludes our response to the plan check comments. Please feel free to call me at (425)- 891-5111 for any further questions or clarifications. Sincerely, Ken Nguyen Project Engineer City of Tukwila Department of Community Development May 20, 2019 TRANG DAO PO BOX 16184 SEATTLE, WA 98116 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-0151 HORSESHOE BUILDING - REROOF - 13985 INTERURBAN AVE S Dear TRANG DAO, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11 x 17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. This permit is for a re -roof. The plans include deck details page 6. Please clarify or remove the deck details page for consistency with this permit. Cover sheet and all other plan sheets shall be clear to indicate only the work to be performed under this permit with specific details pertaining to this permit. 2. Plans indicate a parapet installation on all four sides of the building. Provide engineer's details for the parapet installation. Provide specific details for truss and parapet attachment to the existing building top plate to resist forces of seismic and wind. Engineers details shall clearly specify all fastening methods with hardware specifications. 3. Plans show roof crickets at the lower portion of the roofs edge. Provide details for the crickets with full details for scuppers, flashing, and downspouts and show how water shall disburse and the ground level. Show flashing details where the parapet abuts the new roof trusses. Include sizing of scuppers for hundred -year rainwater 1" per hour this location. 4. Other plan sheets appear to have construction details with notes on elevations that are inconsistent with this permit. Provide plans with unrelated information removed or please clarify. 5. Plan sheet 3 indicates a roof over the stair landing. Please clarify and show in the scope of work with complete details for the new porch roof. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 6. Provide manufacturer's information and installation specifications for the new roofing material. 7. All plan sheets shall be stamped and signed with date of signature by the engineer. See general note above. Note: Contingent on response to these corrections, further plan review may request for additional corrections. FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. I. What type of roofing materials are being installed? ie. metal, comp, shingles, torchdown etc. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. To better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, ctidcS(') Kandace Nichols Permit Technician File No. DI9-0151 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 -J PERMIT comp COP PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0151 DATE: 07/10/19 PROJECT NAME: HORSESHOE BUILDING - REROOF SITE ADDRESS: 13985 INTERURBAN AVE S Original Plan Submittal X Response to Correction Letter # 1 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: A- 1491 Building Division Public Works sw nfii- 1'09 Fire Prevention • Planning Division Structural Permit Coordinator III PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 07/11/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 08/08/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 1:1 Ping 0 PW 0 Staff Initials: 12/18/2013 1 'P1RMT COORD COP? PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0151 PROJECT NAME: HORSESHOE BUILDING - REROOF SITE ADDRESS: 13985 INTERURBAN AVE S X Original Plan Submittal Response to Correction Letter # Revision # Revision # DATE: 05/09/19 before Permit Issued after Permit Issued DEPARTMENTS: AT COO Building Division Public Works r— (OR Fire Prevention Structural Planning Division Permit Coordinator • PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 05/14/19 Structural Review Required DATE: 11 APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in .Revie Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 06/11/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 51/0-(ei Departments issued corrections: Bldg Fire Ping El PW 0 Staff Initia 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Bate: 7- /0 -/ Plan Check/Permit Number: D19-0151 111 Response to Incomplete Letter # r4 Response to Correction Letter # El Revision # after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner 111 Deferred Submittal # Project Name: HORSESHOE BUILDING - REROOF Project Address: 13985 INTERURBAN AVE S Contact Person: VRAO .3)/I- Phone Number: RECEIVED CITY OF TUKWILA JUL 110 2019 PERMIT CENTER C26G) es6 - 442-f Summary of Revision: CO/61R kic-r- -A NE.tki 1_565 Pcio- FooF ffRomr -TO Co EA. I'S-TN GI Ptc-t' 3 t Ikcor 7,6430\1E- S TA-1'R ij'fUE. R§) tticcE Sheet Number(s): "Cloud" or highlight all areas of revision including date revision Received at the City of Tukwila Permit Center b ki Entered in TRAKiT on WAPermit Center (Rachelle)kKandace - Revision Submittal Form.doc Revised: August 2015 / CITY OF TUKWILA Department of Community Development 630o Southcenter Boulevard, Thkwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 E-mail: tukplan@ci.tukwila.wa.us Permit Center/Building Division 206 431-367o Public Works Department 206 433-0179 Planning Division 206 431-367o AFFIDAVIT IN LIEU OF CONTRAC1 OR REGISTRATION PERMIT NO: b1901 S I STATE OF WASHINGTON) ) ss. COUNTY OF KING ?-AN , states as follows: [please print name] i. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirempJ of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. (c)zi2t Owner/Owner's Agent* Signed and sworn to before me this ay of Jt.)._ , 20 I al/LC/4/20'4sa 0 ARY PUBLIC in a d for the Statef:5Washington j ',dam 0, LAA %CO/ Residing at (.3ei 3 S Pi , County Name as commissioned: dar-e 0(Chels My commission expires: .5- 2_ci- 2 3 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; io. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; i>. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. " Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. ROOF TRUSSES: HORSESHOE BUILDING REMODEL: 1 . THE TRUSSES SHALL BE DESIGNED BY THE FABRICATOR TO FIT DIMENSIONS AND LOADS INDICATED ON THE PLANS AND STRUCTURAL NOTES. ALL DESIGNS SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES ASSIGNED BY THE IRC 2015. CONCENTRATED MECHANICAL ROOF LOADS SHALL BE INCLUDED IN THE DESIGN. VERIFY WEIGHTS AND LOCATIONS WITH THE ARCHITECT. 2. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. DRAWINGS AND CALCULATION SHALL BE STAMPED AND SIGNED BY A REGISTERED PROFESSIONAL ENGINEER. THE DRAWINGS SHALL SHOW ALL CRITICAL DIMENSIONS AS WELL AS THE LOADS THE TRUSSES ARE DESIGNED TO SUPPORT. THE TRUSSES ARE TO BE ERECTED AND INSTALLED IN ACCORDANCE WITH THE PLANS, APPROVED FABRICATOR DRAWINGS AND INSTALLATION SUGGESTIONS. CONTRACTOR SHALL GIVE NOTIFICATION PRIOR TO ENCLOSING THE TRUSSED, CONTIGUOUS LATERAL BRACING AND DIAGONAL BRACING PER TRUSS PLATE INSTITUTE RECOMMENDATIONS. FRAMING LUMBER: 1. FRAMING LUMBER SHALL BE DOUGLAS FIR/LARCH NO. I FOR POSTS, BEAMS, AND HEADERS. HEM-FIR&ARCH NO.2 (OR BETTER) AND STUDS, AND HEM FIR NO.2 OR BETTER FOR ALL TOP AND BOTTOM PLATES (GRADES ARE TYPICAL UNLESS OTHERWISE NOTED ON PLANS). LUMBER TO BE GRADE MARKED PER WCLIB SPECIFICATIONS. 2. STRUCTURAL SHEATHING SHALL BE APA RATED, EXPOSURE I SHEATHING CONFORMING TO EITHER COMMERCIAL STANDARDS PS 1-83, APA PRP-105, OR VOLUNTARY PRODUCT STANDARD P52-92. SHEATHING INDEXES AND THICKNE55 ARE NOTED ON THE PLANS. PROVIDE MINIMUM OF %8' EDGE DISTANCE ON ALL NAILS AND A/8' EXPANSION JOINT BETWEEN ALL PANEL EDGES. 3. NAILING SHALL CONFORM TO TABLE RG02.3(1) OF THE IRC 2015 UNLESS NOTED OTHERWISE. 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLE55 SPECIFICALLY DETAILED OR APPROVED IN WRITTEN BY THE STRUCTURAL ENGINEER. 5. USE DOUBLE JOIST UNDER WALLS OR PARTITIONS PARALLEL TO JOISTS UNLESS SPECIFICALLY NOTED OTHERWISE. USE 50LID BLOCKING UNDER PARTITIONS PERPENDICULAR TO JOISTS. G. MAXIMUM M015TUPE CONTENT SHALL NOT EXCEED I G% FOR ALL STRUCTURAL MEMBERS. 7. PROVIDE WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. 8. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS%y" UNLESS OTHERWISE NOTED. LAG BOLT, PILOT HOLES SHALL BE PRE -DRILLED TO GO% OF THE NOMINAL DIAMETER OF THE LAG BOLT UNLESS OTHERWISE NOTED. 9. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH 5/5" MINIMUM 0 BOLTS SPACED AT 48" O.C. MAXIMUM SPACING (EMBED 5" MINIMUM INTO CONCRETE OR MASONRY). SEE PLANS AND DETAILS FOR SPECIFIC REQUIREMENTS WHERE THEY OCCUR. 10. ALL FRAMING LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED (SEE NOTE I FOR MINIMUM GRADE INFORMATION). I I. EXTERIOR STUD WALL SHALL BE 2xG AT I G" O.C. UNLESS NOTED OTHERWISE. INTERIOR STUD BEARING WALLS SHALL BE CONSTRUCTED U51NG 2x4 AT I G" O.C. BELOW TOP TWO FLOORS. STUD NONBEARING WALLS SHALL BE CONSTRUCTED USING 2x4 AT 24" O.C. UNLE55 OTHERWISE NOTED. SEE NOTE I FOR LUMBER GRADE OF STUDS AND PLATES. CARBON MONOXIE DETECTORS: FOR NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATELY VICINITY OF THE BEDROOMS IN DWELLING UNITS AND ON EACH LEVEL OF THE DWELLING AND IN ACCORDANCE WITH THE MANUFACTURE5 DIRECTIONS. SMOKE DETECTORS: SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 1. IN EACH SLEEPING ROOM. 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS, BUT NOT INCLUDING CRAWL5PACE5 AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLINGS UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER FLOOR SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDE THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 4. SMOKE DETECT05 TO BE HARWIRE, INTERCONNECTED WITH BATTERY BACKUP. 1. CONSTRUCT A NEW 1565 SF ROOF. 2. NEW ROOF FRONT TO COVER EXISTING DECK 3. SIDE ROOF ABOVE STAIR LANDING. 4. REPLACE ALL EXTERIOR SIDING. 13965 INTERURBAN AVE 5 TUKWILA WA 981 G8 LEGAL DESCRIPTION: HILLMANS SEATTLE GARDEN TRS POR BLK 3 & 8 & POR VAC 57TH AVE S AS FOLG- BEG AT NXN OF SWLY LN OF INTERURBAN AVE ST HWY 5-M WITH NWLY LN OF SELY 50 FT IN WIDTH OF LOT 10 BLK 8 TH S 45-05-00 W ALG NWLY LN SD SELY 50 FT & ITS EXT THEREOF 100 FT TH N 44-55-00 W 100 FT TH N 45-05-00 E 100 FT TO SWLY LN OF INTERURBAN AVE TH S 44-55-00 E 100 FT TO TPOB PARCEL TAX I D #: 336590-0230 Lot Coverage: Existing Building Total 1408 Lot t' iZe 10000 Flo of Lot 14.1 Valuation of the Work Notes: Construction contract = $ 50,000 Administration contract = 3,000 Material = 47,000 Total = $100,000 1. Jurisdiction : Tukwila 2. Present Zoning : Commercial Service 3. Parcel Number : 336590-0230 4. Code Information : All work shall conform to the following codes by all other governing laws, jurisdictions, ordinances and regulations 2015 International Building Code (IBC) 2015 International Fire Code (IFC) CONTACTS INFORMATION Owner: Trang Dao 13985 Interurban Ave S Tukwila 98168 Phone: 206-8564421 Structural Design Enaineer: 16507 NE 50th St Redmond, WA 98052 425-891-5111 Email: housedesign4u@outlook.com Mtli �M11 ot 511511"il Z J FILE Opt Permit No. Plan review approval Is subject to errors and omissions. Approval of construction documents does not author2e the violation of any adopted code or ordinance Receipt of aooroved Field Copy and Cdnddl ack lepd�r aged: By_ Date. Cof a UII DIN:DIVISION' REVISIONS No cranr;es snal! be a:ade to the scope of worn without a oa a,oroval of the Tukwila Budding Division. NOTE: Revisions will reauire a new plan submittal and may include additional plan review. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 18 2019,�}� City of Tukwila BUILDING DIVISION FSEPARATE IT N CORRE TION LTRA RECEIVED CITY OF TUKWILA JUL 10 2019 PERMIT CENTER 7/3/19 Rev # 10 NT Engineers - -,- housede5cgn4u@outlook.corn 425-891-5111 7/3/19 4- t„ 0 O > 00 to �¢co UJI ~ N co oo O Z � � z J <� O W Cn v z _C: ._ LJ tt� 0 o 0 l� URIC 4 30 19 SHEET NO. LOCATION OF NEW 20"x30" ROOF ATTIC ACCESS (Ex) EXTERIOR STAIR CO LOWER ROOF TO COVER STAIR LANDING TORCH DOWN ROOFING OVER ROOF SHEATHING 32f-oll 0 uj 0 11". 'w 2 F- 11" - 12 o 0 w III II ,lz'oo, 1 REAL NORTH SCALE !if=1'-011 (Ex) DECORATION ROOF IN FRONT OF THE (Ex) DECK GUARDRAIL LOWER ROOF TO COVER THE (Ex) DECK CONTINUE GUTTER (EACH SIDE) — INTERIOR WALL BELOW 26 '6 e b4 Ave S 7/3/19 V REVIEWED RE�IEWED FOR CODE COMPLIANCE C0 p APPROVED 4- cn 0 JUL 18 2019 0 > 00 CI u vwl, City of Tukwila < (o ;0- < 0 DIVISION Z Q) RECEIVED < :-,- 0 O-j m CITY OF TUKWILA c- Q) 06 JUL 10 2019 C/) PERMIT CENTER Ln oc, 0 �2 7/3/19 Rev # Al SHEET NO. 2 NT Engineers —*— hou5ede5ijn4u@outlook.COM 425-891-51 It D 1 FACIAL & GUTTER HARDIE PANEL PROPOSED ROOF LOCATE (Ex) VENT INSIDE r.D.RIDCE WALL --------- ------- ----- -------- ------------ 3--611 -------- -------------- ------ -- ----------- ----------- 6R REo 0 E EIL*1 9 A ao t c UPPER FL 9 _U 00, J 9 ,fGROUND FkpgR (Ex) CANOPY 441-0" EAST ELEVATION (Ex) ELEC METERS SCALE 4111 = 1 I -Off LOCATE (Ex) DRAIN INSIDE WALL AS NEEDED Al T.O. RIDGE ID EX R OF -0 EX LIN 9 co UPPER FLOOR 11-01 7�� 4 bo itGROUNDFLOO I 11 till it lilt 321-0" NORTH ELEVATION 111-11-011 SCALE4 — HARDIE HARDIE PANEL ANEL MATERIAL 1. VERT & HORIZ = 1000 LF 2. EXTERNAL CORNER = 120 LF 3. INTERNAL CORNER = 40 LF 4. BOTTOM FLASHING = 120 LF 5. TOTAL SURFACE = 880 S - 2880 SF --UNE-(,]F OLD LINE EXISTING ROOF EXIST G ROOF I -Ill OLD LINE OLD EXISTING ]LING EXIS OLD IG CEILING PROPOSED ROOF HARDIE PANEL ------------- — f ------------- ;// I I I // // 111 0 111 / / 111 0 8'-011 1 8'-0" 1 / (Ex) PHONE SWITCH] WEST ELEVATION SCALE T' = V-0" HARDIE PANEL ROOF METAL FLASHING LINE OF OLD EXISTING ROOF LINE OF OLD EXISTING CEILING PROPOSED SIDE ROOF (Ex) EXTERIOR STAIR 151. 6 �,* �".* 9 � (Ex) EXTERIOR 14'-921" CONTINUE GLITTER& FACIAL & GUTTER DOWNSPOUTS -- ----------------------------- 00F RIDGE —e%=19 PROPOSED ROOF — --------- I ---------- EX ROOF = 9 9 ILU UPPER FLOOR EXISTING 9 0 -&GROUND FLOOR" — (Ex) _EXTERIOR STAIR 44'41 (Ex) LIGHT 32'-0" SOUTH ELEVATION SCALE 4"' = V-0" = PROPOSED ROOF e�h(E)QROOF �EX CEILING 1'-0" ----------- — - 9 UPPER FLOOR 9 4586 Is 9 L 50 7/3/19 ROUND FLOOR, 0 (f) 0 a) > 00 (n < 43) 0c c0)0) 5; 71 -e < z RECEIVED (1) :n :,�— 0 CITY OF TUKWILA 0 Q) JUL A 0 2019 REVIEWED FOR LO CODE COMPLIANCE PERMIT CENTER 00 LU APPROVED 0 m r2 JUL 18 2019 — City of Tukwila BUILDING DIVISI DATE 4/30/19 =,1 9 Rev # SHEEP NO. 3 NT fncjtnccr5 —*— hou5ccIc5icjn4u @outlook. r_oM 425-591-5111 24-x,19 D16J.- Of DTT1Z AT EACH END —� (SEE SECTION E/6) �i ml LOCATION OF NEW 20"x30" ROOF ATTIC ACCESS (Ex) EXTERIOR STAIR 0 CV -o X PT 44 w/LCPZ AT TO 7 — & BOTTOM O —� * NU -RAY METAL ROOF * a" T&G SHEATHING * 2x8 AT 24" * 2' EXT. GRADE SHEATHING o bo 1 2x8 LEDGER (SEE SECTION D/6) * NU -RAY METAL ROOF * 4" T&G ROOF SHEATHING W/ 8d 6" AT ALL EDGES &l2" AT INTERMEDIATE * MFRD TRUSS AT 24" * R49 INSULATION * lCol Dnnc CUCATLIIAIn_ Qdv PT 410 HF2 % 0 PT 4x6 w/LCPZ AT TOP & Q�� PT 4x10 HF2 _BOTTOM...- 2 N sW w 0 12' : 12 1" :12 (� o 0 C 'I (( MFR ROOF TRUSS AT 1 I 24" O.0 C — _ n (I I) #2 x II II I� x I I I x L x III ( II IF- II I) (I S1 SW6 62 53 SW6 61_0" SW6 SCALE 4if " =1'-0 i t uT % •� _C:RIN al • :: I I Rl1 * NE -RAY METAL ROOF * 4' T&G SHEATHING * 2x8 AT 24" * "'-EXTERIOR GRADE CEILING SHEATHING 2x8 LEDGER (SEE SECTION D/6) EXTERIOR WALL BELOW FIELD VERIFY MINIMUM WINDOW HEADER SIZE \ RIOR 11i BELOW * ALL PANEL EDGES TO OCCUR OVER STUDS, PLATES, RIMS OR HORIZ. BLOCKING *%" SPACING IS RECOMMENDED AT ALL EDGE AND END JOINTS * NAIL SHALL BE LOCATE AT LEASE FROM THE PANEL EDGES & STAGGERED * STAGGER NAILING ON 3x FRAMING WHERE SHEATHING IS ON BOTH SIDES OR NAIL SPACING IS 3" O.C. OR LESS. * PANEL EDGE STUDS INDICATE THE MINIMUM STUD WIDTH AT ABUTTING PANEL EDGES. - (2) 2X STUDS ARE ACCEPTABLE ALTERNATE 3x STUDS. - (2) 2X STUDS ARE TO BE NAILED TOGETHER WITH (2) ROWS 16d AT 6" O.0 FILLER STRIP IFREQUIRED APA RATED SHEATHING APPLIED Wl LONG DIMENSION ACROSS STUDS "BLOCK" HORIZONTAL JOINTS IN PANELS USED FOR BRACING rm"IMMAK AN APA RATED SHEATHING APPLIED W/ LONG DIMENSION PARALLEL TO STUDS N.T.S. INTERMEDIATE SHEATHING 8d AT 12" O.C. LOCATED AT SIDING TO GRADE SHLAN WALL KHEWLL RIM CONNECTION WALL SHEATHING PANEL EDGE NAILING (COMMON OR GALV BOX NAILS) PANEL EDGE STUDS MASA OR MASAP ANCHOR BOLTS 5/8"0 EMBED 7' AT TOP PLATE AT ROOF EAW TOP PLATE AT SILL PLATE (COMMON NAIL .1620 x 3.5') SW6 7/16" APA PLY ONE SIDE Bd AT 6' O.C. 2x 40" O.C. IN 2x PLATE 48' O.C. IN 29 PLATE LTP5 AT 24' O.C. RBC AT 16" O.C. 16d AT 6' O.C. SW4 7/16- APA PLY ONE SIDE Bd AT 4* O.C. 2x 28" O.C. IN 2x PLATE 32' O.C. IN 2x PLATE L7P5 AT 16' O.C. RBC AT 12" D.C. 16d AT 4* Q.C. SW3 7/16- APA PLY ONE SIDE 8d AT 3* O.C. 3x 12" O.C. IN 2x PLATE 16' O.C. IN 2x PLATE LTP5 AT 16' O.C. RBC AT 8' O.C. 16d AT 3' O.C. SW2 7/16APA PLY ONE SIDE 8d AT 2' O.C. 3x 7- O.C. IN 2x PLATE 12' O.C. IN 2x PLATE LTP5 AT 12* O.C. RBC AT 8* O.C. i6d AT 2' O.C. SW44 7/16' APA PLY TWO SIDES Bd AT 4* O.C. EA SIDE 3. 16' O.C. IN 3x PLATE 24' O.C. IN 3x PLATE LTP5 AT 8" O.C. N.A. AT ROOF EAVE (2) ROWS 16d AT 4" O.C. SW33 7/16' APA PLY TWO S1OES 8d AT 3* O.C. EA SIDE 3x 12' O.C. IN 3x PLATE 16' O.C. IN 3x PLATE LTP5 AT 8' O.C. N.A. AT ROOF EAW (2) ROWS 16d AT 3' O.C. SW22 7/16" APA PLY TWO SIDES 8d AT 2' O.C. EA SIDE 3x 12' O.C. IN 3x PLATE 16' O.Q IN 3x PLATE L7P5 AT 6* O.C. N.A. AT ROOF EAW (2) ROWS 16d AT 2' O.C. AT NEW SHEAR WALL ONLY ` AT ADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED, FRAMING CLIPS SHALL BE USED TO FASTEN BUILT-UP MEMBERS. LTP5 0 RIM PANEL EDGE NAILING TO UPPER TOP PLATE WALL REFERENCED SILL PLATE PANEL EDGE NAILING PER FDN LAP OPTION A35 OPTION LTP5 OPTION DETAIL, USE HDG NAILS INTO PT SILL ANCHOR BOLTS EMBEDMENT SHALL BE 7", U.Q.N. ALL ANCHORS SHALL HAVE 3" x 3" x 0.229" PLATE WASHERS. PLATE WASHER SHALL EXTEND TO WIT F EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING. IF SHEATHING IS ON BOTH SIDES OF THE WALL, STAGGER THE ANCHOR BOLTS, AS R -lHAT HALF OF THE PLATE WASHERS ARE WITHIN Y2" OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE. HOLE IN PLATE WASHERS MAY BE DIAG OY Flj SLOTTED. (SECTION 4.3.6.4.3) e4 ALTERNATIVELY, SIMPSON STRONG TIE MUDSILL ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURE'S PROCEDURES AND ES 4586 S sIONAL ET 7/3/19 O CO O (D > a �Qu �& RECEIVED 43) O :3 CITY OF TUKWILA Q t JUL 10 2019 qua vain- [BUILDING EVIEWED FOR PERMIT CENTER p 10 � E COMPLIANCE _ APPROVED JUL 18 2019 i#y of Tukwila 6/14/19 Rev # 10 "T' 4 3( DIVISION SHEEP NO. NT Engmeer5 - --- hou5ede51gn4u@outlookx0M 425-891-5111 2X4X16' GUSSETS EACH SIDE WI (6)12d GALV. EACH MEMBER — BEAM PER PLAN I 1T' \ 8' MAX POST HT: 4x4 BRACE W! 4 N (2) 1/2"-x5" �// LAGS (EA. SIDE @ 1 F- F CENTER POSTS). r j 0 0, ONLY REQUIRED FOR 1T' DECKS 4' ABOVE GRADE a, cx OR TALLER X v 8' MAX POST HT: Q 14' MAX. POST HT: 4x4 PRESSURE TREATED O a 4x6 BRACE WI POST WITH ABA44Z F F (2) %"-x5' LAGS POST BASE PER PLAN. (EA. SIDE @ CENTER POSTS) 14' MAX. POST HT: 4x6 PRESSURE TREATED POST WITH ABA66Z POST BASE PER PLAN. J 18"SONOTUBE 12" DEEP OR TO BEARING. SOIL KNEE BRACE & BEAM CONNECTION DETAIL ANTS nC-rA ll 0 01,/ALC %4 _ = I _U.. MIN (2) 2x VERTICAL STUDS HDU LOCATION PER PLAN e" DIA THREADED ROD 6" SIMPSON EPDXY AT XP EMBED TO EXISTING CONCRETE. (Ex) SILL PLATE & CONCRETE HDU4 (HDU2, HDU8, HDU11, and HDU14 similar) WALL STUD PER SHEAR WALL SCHEDULE "DIA. THREADED ROD, PLATE WASHER "00 AT BOTTOM HEADER PER PLAN Placement of Laq Screws and Bolts in Ledgers and Band Joists (Reference IRC Table 5072.11 Minimum End and Edge Distance and Spacing Between Rows Top Edge Bottom Edge Ends Row Spacing Ledger a 2 inches d 3/4 inch 2 inches b 1 5/8 inches b Band joist ° 3/4 inch 2 inches a 2'inches b 1 5/8 inches b For SI: 1 inch = 25.4mm a. Lag screws or bolts must be staggered from the top and bottom along the horizontal run. See figure below. b. Maximum 5 inches. c. For engineered rim joists, the manufacturer's recommendations govern. d. The minimum distance from the bottom row to the top edge of the ledger must be in accordance with figure below. e. 2 inches may be reduced to 314 inch when the band joist is directly supported by a mudsill, header, or by double top wall plates. (Reference IRC Figure 507.2.1(1))' � LAG SCREW OR BOLT LEDGER STAGGER FASTENERS IN 2 ROWS 5.5" MIN FOR 2X8 * 6.5" MIN FOR 2X10 7.5" MIN FOR 2X12 3:4' NIN *DISTANCE CAN BE REDUCED TO 4.5" IF LAG SCREWS ARE USED OR IF BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACH 2X8 LEDGERS TO 2X8 BAND JOISTS. � t . (Reference IRC Figure 507.2.1 EXTERIOR SHEATHING EXISTING STUD WALL Existing 2x BAND JOIST OR ENGINEERING RIM BOARD JOIST SCREWS OR BOLTS JOIST HANGER GENERAL INFORMATION: SECTION D NTS C( z X oLU _m V_ SECTION E. NTS JOIST HANGER SCHEDULE Joist Single Double SKEWED 45 DEG CONCEALED FLANGES Face Mount IUS HUS SUR IUC Top Mount ITS MIT SUR - Face Mount LUS LUS-2 SUR LUC Top Mount HUS-TF HUS-2TF SUR - USE HSURight OR HSULeft HANGER FOR SKEWED 45 DEGREE 7/3/19 4— v) O O (Dcc QQ J ,;0- uJ N RECEIVED �' O � � a '3: z CITY OF TUKWILA U REVIEWED FOR JUL 10 2019 Cn 0 GO cn CODE COMPLIANCE _ APPROVED FERMIT CENTER JUL 18 2019 City of Tukw7ii3/1 Rev # Al°ATE 4 30 19 SNFEf N0. BUILDING DIVISION NT Engineers - — hou5ede51cgn4u@outlook.com 425-891-5111 24"G