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Permit D15-0212 - SAHALE SNACKS - SKYLIGHT / SMOKE VENTS
SAHALE SNACKS 3411 S h6d)0'" PL. BLDG 1 D15-0212 City of Tukwila Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone:206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No: 1023049069 Permit Number: D15-0212 Address: 3411 S 120TH PL BLDG 1 Issue Date: 11/2/2015 Permit Expires On: 4/30/2016 Project Name: SAHALE SNACKS Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD 4THFL, SEATTLE, WA, 98168 Contact Person: Name: TODD SCHUTZ Address: 2505 THIRD AVE, SUITE 324, SEATTLE, WA, 98121 Contractor: Name: NORTHWAY CONSTRUCTION INC Address: 1433 VALENTINE AVE SE, PACIFIC, WA, 98047 License No: NORTHC1905CQ Lender: Name: SAHALE SNACKS Address: 3411 S 120 PL, TUKWILA, WA, 98168 Phone: (206) 720-7001 Phone: (253) 753-8100 Expiration Date: 2/18/2016 DESCRIPTION OF WORK: ADDITION OF (23) 48" X 96" SKYLIGHT/SMOKE VENTS TO THE EXISTING ROOF OF A HIGH -PILED STORAGE WAREHOUSE BUILDING. SCOPE OF WORK DOES NOT INVOLVE OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE AMENDMENTS. Project Valuation: $98,748.00 Fees Collected: $2,559.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIIB Occupancy per IBC: F-1 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: 125 Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: e Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: - Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT CONDITIONS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: Readily accessible access to roof mounted equipment is required. S: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 14: Smoke vents to be installed per the manufacturers installation instructions. 11: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) (IT IS STRONGLY RECOMMENDED TO WORK WITH THE FIRE SPRINKLER CONTRACTOR WHEN INSTALLING THE CURTAIN BOARDS TO AVOID OBSTRUCTING SPRINKLER SPRAY PATTERN DEVELOPMENT WITH CURTAIN BOARDS.) 9: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 10: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 12: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 13: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at(206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING CITY OF TUKWILA Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://Nvww.TukwilaW A.gov Building Permit No. �,�'� r) r` Project No. Date Application Accepted: _ Aq -I Date Application Expires: 5� C( CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" SITE LOCATION King Co Assessor's Tax No.: 1023049069 Site Address: 3411 South 120th Place Suite Number: 100 Floor: I Tenant Name: Sahale Snacks New Tenant: ❑ .....Yes m ..No PROPERTY OWNER Name: Sabey Corporation Address: 12201 Tukwila International Blvd City: Seattle State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Todd Schutz / Craft Architects Address: 2505 Third Ave, Suite 324 City: Seattle State: WA Zip: 98121 Phone: (206) 720-7001 Fax: Email: todd@craftarchitects.com GENERAL CONTRACTOR INFORMATION Company Name: Northway Construction Address: 1433 Valentine Ave SE, Suite 102 City: Pacific State: WA Zip: 98047 Phone: (206) 551-1416 Fax: Contr Reg No.: NORTHC1905CQ Exp Date: 02/18/2016 Tukwila Business License No.: BUS-0995213 H:\Appliwtions\Forte-Applications On Line\2011 ApplicationsTermit Application Revised - 5-9-11.docx Revised: August 2011 bh ARCHITECT OF RECORD Company Name: Craft Architects Architect Name: Kathryn M. Craft Address: 2505 Third Ave, Suite 324 City: Seattle State: WA Zip: 98121 Phone: (206) 720-7001 Fax: Email: ENGINEER OF RECORD Company Name: Engineers Northwest Inc. Engineer Name: Dale Kaemingk Address: 9725 Third Ave. N.E., Suite 207 City: Seattle State: WA Zip: 98115 Phone: (206) 525-7560 Fax: (206) 522-6698 Email: dalek@engineersnw.com LENDERIBOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: 3y `1 f ,-arm City: State: �✓� Zlp. pf$ l 68 Page] of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 98,748 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Addition of (23) 48"06" skylights/smoke vents to the existing roof of a high -piled combustible storage warehouse building. Scope of work does not involve occupancy changes or building square footage amendments. Will there be new rack storage? ❑..... Yes 0.. 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 I' Floor 90,361 III-B B, F-1, S-1 2 "d Floor P 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? El ....... Yes ©....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® ....... Sprinklers m ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑....... Yes No If `yes', attach list ofmaterials and storage locations on a separate 8-112"x 11 "paper including quantities and Material Safety ata Sheets. SEPTIC SYSTEM ❑ ....... On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applioations\Form-Applications On Line\2011 ApphutionsTerrnit Application Revised - 8-9-11.d= Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District # 125 ❑ .. Highline ❑ .. Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... Valley View ❑ .. Renton El.. Seattle ❑ ...Sewer Use Certificate ❑... Sewer Availability Provided Septic System: ❑ On -site Septic System —For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apo ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑... Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance El.. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ... Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ ..Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line 11 ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # ❑ ...Sewer Main Extension.............Public ❑ Private ❑ ❑... Water Main Extension.............Public ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding El... Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip WApplicationsTorttts-Applications On Line12011 ApplicationsWermit Application Revised - 8-9-11.docr: Revised: August 2011 Page 3 of 4 bh PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: 08/07/2015 Print Name: Todd Schutz Day Telephone: (206) 720-7001 Mailing Address: 2505 Third Ave, Suite 324 Seattle WA 98121 City State Zip H:WpplicationsWomis-Applications On Line\2011 ApplicationsWertnit Application Revised - 8-9-1 Ldo Revised: August 2011 Page 4 of 4 bh A""` DESCRIPTIONS PermitTRAK ACCOUNTQUANTITY PAID $1,582.28 D15-0212 Address: 3411 S 120TH PL BLDG 1 Apn: 1023049069 $1,582.28 DEVELOPMENT $1,507.15 PERMIT FEE R000.322.100.00.00 0.00 $1,502.65 WASHINGTON STATE SURCHARGE 13640.237.114 0.00 $4.50 TECHNOLOGY FEE $75.13 TECHNOLOGY FEE TOTAL PAID R6555 R000.322.900.04.00 0.00 $75.13 $1,582.28 Date Paid: Monday, November 02, 2015 Paid By: NORTHWAY CONSTRUCTION INC Pay Method: CHECK 007386 Printed: Monday, November 02, 2015 11:29 AM 1 of 1 rpx ,r, rera Date Paid: Wednesday, August 19, 2015 Paid By: CRAFT ARCHITECTS Pay Method: CHECK 007323 Printed: Wednesday, August 19, 2015 2:32 PM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit i)15 0'o OSEN N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., # 100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro`ec % 1 / I Z j Type of Ins6ctio r- KJV4 Address.. / ate ailed: Special Instructions: Date Wanted: Requester Phone No z1117 `. EP<P`P'rovedper applicable codes. ElCorrections required prior to approval. COMMENTS: Of Inspector: � h Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection INSPECTION RECORD r Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWIL,A BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 7-2 Type of Inspecti : �/�" Address: . r at%Called: Special Instructions: bate Wanted: 1 a.m .m. Requester: . Phone No: a�3 Ic -'-//'V EDApp ed per applicable codes. Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �C INSPECTION RECORD �� f����� Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspectio Address: // ,�J-ze—eiv u1 a e ailed: >1hzo Special Instructions: % Date Wanted: a. Requester: ,, ) AriiA'T-/ one No / P4_? ';76 3 ❑ Approved per applicable codes. It—J Corrections required prior to approval. L---' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD��- Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project}}: �. 3�.:� l'� k Pr r l -, Type of Inspection: -T+ r -r v4,i✓ Address: �y� t s Contact Person: Suite #: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: -Occupancy Type: Inspector:[1,1 4!�', Date: Hrs.: E ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. timing Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 TO RETAINING FRAME IMPACT LOADING DESIGNED TO EXCEED 250 lb.ft. NOMINAL GRID SPACING 13' x 16 1/2' RETAINER SCREW Corrosion Resistant PLAN REVXEVVEb FOR ELEVATION DOMES PATENTED QUADRIDOME DESIGN THERMOPLASTIC ALLOY DIFUSSED LIGHT TRANSMISSION 50% t 5%. DOME WILL HAVE NO LOSS OF VENTING CAPABILITY AND NO MORE THAN 20% LOSS OF LIGHT TRANSMISSION FOR A PERIOD OF 5 YEARS, FIRE RATING: ASTM D-635-LESS THAN 1', UL 94MB LISTED FUEL ADDED: 0, FUNCTION: DOME SHALL SOFTEN AND DROP OUT FROM HEAT DUE TO FIRE IN ACCORDANCE WITH AUTOMATICALLY OPERATED ROOF VENTS FOR SMOKE AND HEAT - UL 793. NOTE: SINGLE PEAKED DOME FOR 48' x 48' AND 48' x 60' UNITS. DOUBLE PEAKED DOME FOR 48' x 72', 48' x 84', 48' x 90' and 48' x 96' UNITS AS SHOWN. CORRECT CURB CONSTRUCTION - BY OTHERS INSIDE CURB DIMENSIONS SHALL BE AS PER U CURB SHALL WITHSTAND MIN. 30 lb/ft WIND U CURB SHALL WITHSTAND MIN. 150 lb. PULL-OUT CURB SHALL BE SEALED AND WATERTIGHT. MOUNTING INSTRUCTIONS SEP 3 0 2015 Of Tukwdla FOR EXTERIOR FASTENING FASTEN THROUGH CURB FRAME AS SHOWN. USE COMPATIBLE CORROSION RESISTANT FASTENERS ONLY, EVERY 18' OR LESS. USE MINIMUM #10-16 GRADE 2 STEEL SCREWS WITH 260 lb. MIN. SHEAR STRENGTH. FASTENERS TO WITHSTAND A MINIMUM PULLOUT FORCE OF 150 lb. EACH. ROOFING MATERIALS AND WATER TIGHTNESS BY OTHERS. MILL FINISH ALUMINUM CORRECTION LTR# INCORRECT MODEL No. INSIDE CURB DI VENT AREA AREA FT. QT'Y WIDTH LENGTH JSFV-16-D-UL 48' 48' 16 JSFV-20-D-UL 48' 60' 20 JSFV-24-D-UL 48' 72' 24 JSFV-28-1)-UL 48' 84' 28 JSFV-30-D-UL 48' 90' 30 JSFV-32-D-UL 48' 96' 32 DAYLITEfRD QUADRI-DOMES (U.S. PATENT #3918226) WHITE OVER CLEAR SEALANT BY OTHERS RECEIVED rf OF WKV{ ILA SEP 1 & 2015 RMIT CENTER INSIDE CURB DIMENSION (SEE NOTES) CONFIDENTIAL INFORMATION OWNED SOLELY BY C/S GROUP FOR USE BY CONTRACT ONLY. ALL OTHERS WILL BE PROSECUTED, ECN I NO I REVISION DATE I BY TITLE: DAYLITERw FUSIBLE DOME TYPE: JSFV-D-UL AUTOMATIC FIRE VENT PROJECT RE UM CUSTOMER DRAWN BY, VP ARCHITECT DATE AGENT JOB No. WWW. APC Da liter. COM APPLICABLE TOLERANCES t 1/32" DRAWING NUMBER: UNLESS OTHERWISE NOTED IAJS.UL.500 r=rNWENGINEESTRUCTURAL RS Engineers Northwest Inc., P.S. FILd" INTERGATE EAST BUILDING 1 - SAHALE SNACKS Tukwila, WA STRUCTURAL CALCULATIONS FOR SKYLIGHT ADDITION CORRECTION LTR#- 1,- q 0 z +t�, RL G' S NALti� -1� 0 2012 International Building Code August 11, 2015 ENW Project No. 01043018 D (s -a1 REVIEWED FOR CODE COMPLIAN0.1-,; APPROVED SEY 3 u 2015 City of Tukwila SUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 161015 PERMIT CENTER • 9725 Third Avenue NE . Seattle, WA 98115 . 206.525.7560 . fax 206.522.6698 www.engineersnw.com Title Block Line 1 Project Title: You can changes this area Engineer: Project ID: using the "Settings" menu item "Printing Project Descr: C 3 and then using the & Title Block" selection. Title Block Line 6 Printed:12 AUG 2015, 7:19AM Wood Beam File = c:lUs4sklaleklDOCUME-11ENERGA-11.SAHALE-1.Em ENERCALC. INC.1983-2014, Build;6.14.1.23, Ver.6.14.1.23 Description : Shale snack RM2 CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: 2006 IBC & ASCE 7-05 Material Properties Analysis Method: Allowable Stress Design Fb - Tension 900.0 psi E : Modulus of Elasticity Load Combination 2006 IBC & ASCE 7-05 Fb - Compr 900.0 psi Ebend- xx 1,600.0 ksi Fc - Prll 1,350.0 psi Wood Species : Douglas Fir - Larch Fc - Perp 625.0 psi Wood Grade : No.2 Fv 180.0 psi Ft 575.0 psi Beam Bracing : Beam is Fully Braced against lateral -torsion buckling 48 Span =8.0ft Eminbend - xx 580.0 ksi Density 32.210pcf Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D = 0.070, Tributary Width =1.0 ft Point Load : D = 0.560 k (q) 6.0 ft Point Load: D=0.560k(q2.0ft Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection = 0.5621 Maximum Shear Stress Ratio = 0.262 :1 4x8 Section used for this span 4x8 = 657.50psi fv : Actual = 47.24 psi = 1,170.00psi Fv : Allowable = 180.00 psi +D+L+S Load Combination +D+L+S = 4.000ft Location of maximum on span = 7.416 ft = Span # 1 Span # where maximum occurs = Span # 1 0.000 in Ratio = 0 <360 0.000 in Ratio = 0 <360 0.117 in Ratio = 822 0.000 in Ratio = 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V C d C FN C i Cr C m C 1 C L Moment Values M fb Fb Shear Values V fv F'v +D+L+S 0.00 0.00 0.00 0.00 Length = 8.0 It 1 0.562 0.262 1.00 1.30 1.00 1.00 1.00 1.00 1.00 1.68 657.50 1170.00 0.80 47.24 180.00 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. " " Defl Location in Span Load Combination Max. "+" Defl Location in Span D Only 1 0.1168 4.029 0.0000 0.000 Maximum Deflections for Load Combinations - Unfactored Loads Load Combination Span Mai. Downward Defl Location in Span Max. Upward Defl Location in Span D Only 1 0.1168 4.029 0.0000 0.000 Title Block Line 1 Project Title: You can changes this area Engineer: Project ID: using the "Settings" menu item Project Descr: and then using the "Printing & C Title Block" selection. Title Block Line 6 Printed:12 AUG 2015, 7:19AM File c:lUsersWalekV=UME-IIENERCA-1\SAHALE-3.EC6 Wood Beam ENERCALC, INC.19832014, Build:6.14.1.23, Ver6.14.1.23 Description : Shale snack RM2 Vertical Reactions - Unfactored Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.840 0.840 D Only 0.840 0.840 IJ 13 0.9 0.4 BEAM-,,, OJ6 158 236 3.18 3.97 4.79 558 639 7.18 80 Distance (ft) ■ +D+1+i 0.9 0.4 BEAM---» -0.4 -0.9 0.76 1.58 2.36 3.19 3.97 4.79 558 6.39 7.18 8A1 Distance (ft) --- BEAM--» -0.03 .0.06 -0.09 .0.12 0J6 155 234 3.12 3.91 4.70 5.49 6.28 7A7 7.05 Distance (ft) O DO-Iy Summary of Values per Beam span Beam Span Moments 81 Shears at Incremental Locations Load Type/ Combination Span Location (ft) Span ID Shear (k) Moment (ft-k) +D+L+S 0.00 Span 1 0.840 0.000 +D+L+S 0.82 Span 1 0.783 0.663 +D+L+S 1.64 Span 1 0.726 1.280 +D+L+S 2.45 Span 1 0.108 1.596 +D+L+S 3.27 Span 1 0.051 1.661 +D+L+S 4.09 Span 1 -0.006 1.680 +D+L+S 4.91 Span 1 -0.063 1.651 +D+L+S 5.72 Span 1 -0.121 1.576 +D+L+S 6.54 Span 1 -0.738 1.152 +D+L+S 7.36 Span 1 -0.795 0.525 Title Block Line 1 Project Title: You can changes this area Engineer: Project ID: using the "Settings" menu item "Printing Project Descr. C LJ and then using the & Title Block" selection. Title Block Line 6 Pdnted: 12 AUG 2015, 7:19AM WOOCI Beale File- =c:lUsersWalekOMUME-11ENERCA-11SAHALE-1.EC6 ENERCALC, INC.1983.2014, Buiki:6.14.1.23, Ver.6,14.1.23 Description : Shale snack RM2 Beam Span Deflections at Incremental Locations Load Type/ Combination Span Location (ft) Span ID Deflection (in) Overall MAXimum Envelope 0.00 Span 1 0.000 Overall MAXimum Envelope 0.82 Span 1 0.038 Overall MAXimum Envelope 1.64 Span 1 0.072 Overall MAXimum Envelope 2.45 Span 1 0.097 Overall MAXimum Envelope 3.27 Span 1 0.112 Overall MAXimum Envelope 4.09 Span 1 0.117 Overall MAXimum Envelope 4.91 Span 1 0.110 Overall MAXimum Envelope 5.72 Span 1 0.093 Overall MAXimum Envelope 6.54 Span 1 0.066 Overall MAXimum Envelope 7.36 Span 1 0.031 Overall MAXimum Envelope 8.00 Span 1 0.001 D Only 0.00 Span 1 0.000 D Only 0.82 Span 1 0.038 D Only 1.64 Span 1 0.072 D Only 2.45 Span 1 0.097 D Only 3.27 Span 1 0.112 D Only 4.09 Span 1 0.117 D Only 4.91 Span 1 0.110 D Only 5.72 Span 1 0.093 D Only 6.54 Span 1 0.066 D Only 7.36 Span 1 0.031 D Only 8.00 Span 1 0.001 Title Block Line 1 Project Title: Engineer: Project ID: You can changes this area Project Descr: using the "Settings" menu item "Printing CG and then using the & Title Block" selection. Title Block Line 6 Pnnted:12 AUG 2015, 7:19AM File = a t asWalekUMME-11ENERCA-1lSAHALE-1.EC6 Wood Beam ENERCALC, INC.1983.2014, Build:6.14.1.23, Ver:6.14.1.23 •- Description: Shale snack RM1 CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: 2006 IBC & ASCE 7-05 Material Properties Analysis Method: Allowable Stress Design Fb - Tension 900.0 psi E : Modulus of Elasticity Load Combination 2006 IBC & ASCE 7-05 Fb - Compr 900.0 psi Ebend- xx 1,600.0 ksi Fc - Prll 1,350.0 psi Eminbend - xx 580.0 ksi Wood Species : Douglas Fir - Larch Fc - Perp Fv 625.0 psi 180.0 psi Wood Grade : No-2 Ft 575.0 psi Density 32.210 pcf Beam Bracing : Beam is Fully Braced against lateral -torsion buckling D 0.14 48 Span =8.0ft Applied Loads _ Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load : D = 0.140 klft, Extent = 0.0 ->> 8.0 ft, Tributary Width =1.0 ft Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection = 0.3751 Maximum Shear Stress Ratio = 0.157 :1 4x8 Section used for this span 4x8 = 438.34psi fv : Actual = 28.27 psi = 1,170.00 psi Fv: Allowable = 180.00 psi +D+L+S Load Combination +D+L+S = 4.000ft Location of maximum on span = 7.416 ft = Span # 1 Span # where maximum occurs = Span # 1 0.000 in Ratio = 0 <360 0.000 in Ratio = 0 <360 0.073 in Ratio = 1315 0.000 in Ratio = 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V C d C FN C i Cr C m C t C L Moment Values M fb Pb 5near values V iv Fv +D+L+S 0.00 0.00 0.00 0.00 Length = 8.0 It 1 0.375 .0.157 1.00 1.30 1.00 1.00 1.00 1.00 1.00 1.12 438.34 1170.00 0.48 28.27 180.00 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span D Only 1 0.0730 4.029 0.0000 0.000 Maximum Deflections for Load Combinations - Unfactored Loads Load Combination Span Max. Downward Defl Location in Span Max. Upward Defl Location in Span D Only . 1 0.0730 4.029 0.0000 0.000 Title Block Line 1 Project Title: You can changes this area Engineer: Protect ID: using the "Settings" menu item "Printing Project Descr: C7 and then using the & Title Block" selection. Title Block Line 6 Pdnted:12 AUG 2015, 7:19AM _ - File=c.XUsersWgeklDOCUME-IIENERCA-MAHALE-I.EC6 Wood Beam ENERCALC, INC.1983-2014, Bui7d:6.14.1.23, Ver.6.14.1.23 O. THWEST t.tt. Description : Shale snack RM1 Vertical Reactions - Unfactored Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.560 0.560 D Only 0.560 0.560 0.76 1.59 236 i.le i.- — — .... Distance (ft) 0.76 158 2.36 3.18 3.97 4.79 558 639 Distance (ft) ■ ♦D+L+S BEAM--- .0.019 -0.037 -0.D56 .0.074 i.iu a.uu 0.76 1.55 234 3.12 3.91 4.70 5.49 Ede nui Distance (ft) ■ DO•ly Summary of Values per Beam Span Beam Span Moments & Shears at Incremental Locations Load Type/ Combination Span Location (ft) Span ID Shear (k) Moment (ft-k) +D+L+S 0.00 Span 1 0.560 0.000 +D+L+S 0.82 Span 1 0.446 0.411 +D+L+S 1.64 Span 1 0.331 0.728 +D+L+S 2.45 Span 1 0.217 0.952 +D+L+S 3.27 Span 1 0.102 1.083 +D+L+S 4.09 Span 1 -0.012 1.119 +D+L+S 4.91 Span 1 -0.127 1.063 +D+L+S 5.72 Span 1 -0.241 0.912 +D+L+S 6.54 Span 1 -0.356 0.668 +D+L+S 7.36 Span 1 -0.470 0.331 Title Block Line 1 Project Title: You can changes this area Engineer: using the "Settings" menu item Project Descr: and then using the "Printing & Title Block" selection. Title Block Line 6 Wood Beam Description : Shale snack RM1 Beam Span Deflections at Incremental Locations Load Type/ Combination Span Location (ft) Span ID Deflection (in) Overall MAXimum Envelope 0.00 Span 1 0.000 Overall MAXimum Envelope 0.82 Span 1 0.023 Overall MAXimum Envelope 1.64 Span 1 0.044 Overall MAXimum Envelope 2.45 Span 1 0.060 Overall MAXimum Envelope 3.27 Span 1 0.070 Overall MAXimum Envelope 4.09 Span 1 0.073 Overall MAXimum Envelope 4.91 Span 1 0.069 Overall MAXimum Envelope 5.72 Span 1 0.058 Overall MAXimum Envelope 6.54 Span 1 0.041 Overall MAXimum Envelope 7.36 Span 1 0.019 Overall MAXimum Envelope 8.00 Span 1 0.001 D Only 0.00 Span 1 0.000 D Only 0.82 Span 1 0.023 D Only 1.64 Span 1 0.044 D Only 2.45 Span 1 0.060 D Only 3.27 Span 1 0.070 D Only 4.09 Span 1 0.073 D Only 4.91 Span 1 0.069 D Only 5.72 Span 1 0.058 D Only 6.54 Span 1 0.041 D Only 7.36 Span 1 0.019 D Only 8.00 Span 1 0.001 Project ID: C� Nnted:12 AUG 2015, 7:19AM INC.1983-2014, Build:6.14.1.23, Ver.6.14.1 r ( _ ( _ a r c h i t e c t s September 10, 2015 Allen Johannessen and AI Metzler City of Tukwila 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 RE: Sahale Snacks — Smoke Vent Addition ADDRESS: 3411 S 120 PL PERMIT #: D15-0212 To whom it may concern: This letter is in response to the comments received from your office in a letter dated 8/27/15, regarding the Sahale Snacks Smoke Vent Addition. BUILDING DEPARTMENT: Allen Johannessen Comment #1: 1) Plan Submittals: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. Acknowledged, all sheets have been wet stamped and signed by a licensed architect and structural engineer. Comment #2: 2) Provide architectural plan sheets with original wet stamp and wet signatures by the architect on each sheet. Electronic copies shall not be accepted. All sheets have been wet stamped and signed by a licensed architect and structural engineer. FIRE DEPARTMENT: Al Metzler Comment #1: - 1) Smoke vents must be compliant with UL 793. Submit manufacturer's smoke vent spec sheets. Please see the attached manufacturer cut sheet for specific details. Comment #2: 2) Smoke vents shall be equipped with a means of manual and automatic release. The plans do not show any proposed method of manual release. Per your phone conversation with the contractor (Kyle Fry) the "melt -away" RECEIVED skylight/smoke vent meets the requirements for the manual release. CITY OF TUKWILA CORRECTION SEP 1 G' 2015 LTR# __�__ 0 2 1 Z - PERMIT CENTER 2505 Third Avenue I Suite 324 1 Seattle, Washington 98121 1 P 206.720.7001 1 F 206.720.2949 City of Tukwila Building Departm....c 9/10/15 Page 2 of 2 We hope this information answers your questions and concerns satisfactorily. Please contact me to discuss further if you should you need additional information or clarification, and thank you for your attention to this matter. Respectfully, Todd Schutz 15-0910 Sahale Snacks — Smoke Vent Addition - correctionitr.docx City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director August 27, 2015 TODD SCHUTZ 2505 THIRD AVE, SUITE 324 SEATTLE, WA 98121 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0212 SAHALE SNACKS - 3411 S 120 PL Dear TODD SCHUTZ, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: 'BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. Provide architectural plan sheets with original wet stamp and wet signatures by the architect on each sheet. Electronic copies shall not be accepted. FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. 1) Smoke vents must be compliant with UL 793. Submit manufacturer's smoke vent spec sheets. 2) Smoke vents shall be equipped with a means of manual and automatic release. The plans do not show any proposed method of manual release. [F] 910.3.1 Design Smoke and heat vents shall be listed and labeled to indicate compliance with UL 793. [F] 910.3.2 Vent operation. Smoke and heat vents shall be capable of being operated by approved automatic and manual means. Automatic operation of smoke and heat vents shall conform to the provisions of Sections 910.3.2.1 through 910.3.2.3. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 * Phone 206-431-3670 • Fax 206-431-3665 If you have any questions, I can be reached at 206-431-3655. Sincerely, - c Bill Rambo Permit Technician File No. D15-0212 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0212 DATE: 09/16/15 PROJECT NAME: SAHALE SNACKS SITE ADDRESS: 3411 S 120 PL Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: /VY Awc Building Division Fire Prevention Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 09/17/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/15/15 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0212 DATE: 08/19/15 PROJECT NAME: SAHALE SNACKS SITE ADDRESS: 3411 S 120 PL X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division t b 4 lic W21 PRELEMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: �M CO vir � S Fire Prevention Structural ❑ gh- VI/ il�-+ Planning Division Permit Coordinator q DATE: 08/20/15 Structural Review Required ❑ DATE: DUE DATE: 09/17/15 Approved ❑ Approved with Conditions ❑ Corrections Required N— (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: "' l J Departments issued corrections: Bld Fire Pin ❑ PW ❑ Staff Initials: P g � �" g 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: hqp://www.Tukwi]aWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: q 4yIPlan Check/Permit Number: b is — ©,�-I ❑ Response to Incomplete Letter # 151, Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: �)Gtk,I Q 'sV (/V S Project Address: I S Contact Person: Z Phone Number: -116 tP 7�20— -�00 Summary of Revision: S'e'P— 'p- -W-e r- RECEIVED CITY CIF TIIKWILA PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision D Received at the City of Tukwila Permit Center by: /�•f N--Entered in TRAKiT on NORTHWAY CONSTRUCTION II T- Page I of 2 Home Tnicio en Espafnol Contact Safety (D Washington State Department of Labor & industries NORTHWAY CONSTRUCTION INC Owner or tradesperson Principals FRY. KYLE RAY. PRESIDENT FRY, SONYA LEIGH, SECRETARY Doing business as NORTHWAY CONSTRUCTION INC WA UBI No, 602 977 633 License Search L&I i r1-'L Index Help My Secure t: 1 Claims & Insurance Workplace Rights Trades & Licensing 1433 VALENTINE AVE SE SUITE 102 PACIFIC, WA98047 253-735-8100 KING County Business type Corporation Governing persons KYLE RAY FRY SONYA L FRY; Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor. Active. .............._......._................................................ Meets current requirements. License specialties GENERAL License no. NORTHC1905CO Effective — expiration 02/18/2010— 02/18/2016 Bond ................ DEVELOPERS SURETY & INDEM CO $12,000.00 Bond account no. 250161C Received by L&I Effective date 01/24/2011 02/01/2011 Expiration date Until Canceled Bond history Insurance American Fire & Casualty Cc $1,000,000.00 Policy no. BKA56462377 Received by L&I Effective date 01/16/2015 01 /18/2015 Expiration date 01/18/2016 Insurance history Savings No savings accounts during the previous 6 year period. https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=602977633&LIC=NORTHCI905CQ&SAW= 11/2/2015 W 1 • V ANGLE k CENTER LINE 0 DIAMETER OR ROUND # NUMBER OR POUND J PENNY 1 PERPENDICULAR It. PLATE AB ANCHOR BOLT AC ACOUSTICAL A/C AIR CONDITIONING ACP ACOUSTICAL PANEL ACT ACOUSTICAL TILE ADH ADHESIVE ADJ ADJACENT ADJT ADJUSTABLE AF ACCESS FLOOR AFF ABOVE FINISH FLOOR AL ALUMINUM ALT ALTERNATE AP ACCESS PANEL APPROX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT BD BOARD BETW BETWEEN BLDG BUILDING BLK BLOCK BLDG BUILDING BM BEAM BRG BEARING BOT BOTTOM BSMT BASEMENT BUR BUILT UP ROOF CAB CABINET CB CATCH BASIN CBU CEMENTITIOUS BACKER UNIT CEM CEMENT CER CERAMIC CFM CUBIC FEET PER MINUTE CFT CONDUCTIVE FLOOR TILE CG CORNER GUARD CHBD CHALK BOARD Cl CAST IRON CJT CONTROL JOINT CLF CHAIN LINK FENCE CLG CEILING CJ CONSTRUCTION JOINT CLK CAULKING CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT CNTR COUNTER CO CLEANOUT COL COLUMN CONC CONCRETE CONSTR CONSTRUCTION CONT CONTINUOUS CORR CORRIDOR CPT CARPET CT CERAMIC TILE CTR CENTER CY CUBIC YARD DBL DOUBLE DEPT DEPARTMENT DET DETAIL DF DRINKING FOUNTAIN(W/0 COOLER) DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DISP DISPENSER DIN DOWN DR DOOR OR DRAIN DWR DRAWER DS DOWNSPOUT DW DISHWASHER DWG DRAWING E EAST EA EACH EB EXPANSION BOLT EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRIC ELEV ELEVATOR EM ENTRY MAT EMER EMERGENCY ENCL ENCLOSURE OR ENCLOSED EP ELECTRICAL PANEL EWC ELECTRIC WATER COOLER EPX EPDXY EQ EQUAL EQPT EQUIPMENT EST ESTIMATE EX EXPANSION EXIST EXISTING EXT EXTERIOR FA FIRE ALARM FBO FURNISHED BY OTHERS FCIC FURNISHED BY CONTRACTOR INSTALLED BY CONTRACTOR FCTY FACTORY FD FLOOR DRAIN FDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FIN FINISH 3 J W W co W 0 cc t 0 co 0 85 FL FLOOR PS PAINT SYSTEM FLG FLASHING PSF POUNDS PER SQUARE FOOT FLUOR FLUORESCENT PSI POUNDS PER SQUARE INCH FM FACTORY MUTUAL PT PRESSURE TREATED FOC FACE OF CONCRETE PTD PAPER TOWEL DISPENSER FOF FACE OF FINISH PTD/R PAPER TOWEL DISPENSER FOIC FURNISH BY OWNER AND RECEPTACLE INSTALL BY CONTRACTOR PTN PARTITION FOIO FURNISH BY OWNER PTR PAPER TOWEL RECEPTACLE INSTALL BY OWNER PVMT PAVEMENT FOS FACE OF STUD FS FULL SIZE QT QUARRY TILE FT FEET FTG FOOTING R RISER FTIC FURNISHED BY TENANT RA RETURN AIR INSTALLED BY CONTRACTOR RAD RADIUS FTIO FURNISHED BY TENANT RB RESILIENT BASE INSTALLED BY OWNER R&S ROD & SHELF FURR FURRING RD ROOF DRAIN FUT FUTURE RD/O ROOF DRAIN OVERFLOW FUTURE- FUTURE ROUGH IN ONLY REBAR REINFORCING BAR RIO REF REFERENCE FX FIXED REFR REFRIGERATOR REINF REINFORCED GA GAGE REQ'D REQUIRED GALV GALVANIZED REV REVISION GB GRAB BAR RH RIGHT HAND OR ROBE HOOK GL GLASS OR GLAZING RESIL RESILIENT GLBM GLU-LAM BEAN RM ROOM GEN CONTR GENERAL CONTRACTOR RO ROUGH OPENING GND GROUND RT RESILIENT TILE GR GRADE RUB RUBBER GWB GYPSUM WALL BOARD RVS REVERSE RW RAIN WATER HB HOSE BIB RWL RAIN WATER LEADER HC HOLLOW CORE OR HANDICAP HDR HEADER S SOUTH HDWD HARDWOOD SC SOLID CORE HDWE HARDWARE SCD SEAT COVER DISPENSER HM HOLLOW METAL SCHD SCHEDULE HORIZ HORIZONTAL SD SOAP DISPENSER HR HOUR SECT SECTION HT HEIGHT SF SQUARE FEET HTG HEATING SHTG SHEATHING HVAC HEATING/VENTILIATION/ SIM SIMILAR AIR CONDITIONING SK SINK HWH HOT WATER HEATER SLR SEALER SND NAPKINTARY ID INSIDE DIAMETER/ D SPIENSER DIMENSION SNR SANITARY NAPKIN IG INSULATED GLAZING RECEPTACLE IHM INSULATED HOLLOW METAL SNT SEALANT IN INCH SPEC SPECIFICATION INCL INCLUDE SQ SQUARE INSUL INSULATION SST STAINLESS STEEL INT INTERIOR SSK SERVICE SINK ST STONE/STONE TILE JAN JANITOR STA STATION JT JOINT STC SOUND TRANSMISSION CLASS KIT KITCHEN STD STANDARD KO KNOCK OUT STL STEEL KS KNEE SPACE STOR STORAGE STRL STRUCTURAL LAM LAMINATE SUSP SUSPENDED LAV LAVATORY SV SHEET VINYL LB LAG BOLT SYM SYMMETRICAL LF LINEAL FOOT LG LENGTH T TREAD LH LEFT HAND TB TOWEL BAR LINO LINOLEUM T&B TOP & BOTTOM LKR LOCKER TG TEMPERED GLASS LT LIGHT THK THICK THR THRESHOLD MACH MACHINE TIG TEMPERED INSULATED MATL MATERIAL GLAZING MAX MAXIMUM TO TOP OF MECH MECHANICAL TOC TOP OF CONCRETE MET OR MTL METAL TOP TOP OF PAVEMENT MEZZ MEZZANINE TOS TOP OF STEEL MFR MANUFACTURER TO TOP OF SLAB MH MANHOLE TOWW TOP OF WALL MIN MINIMUM TPD TOILET PAPER DISPENSER MIR MIRROR TPH TOILET PAPER HOLDER MISC MISCELLANEOUS TPTN TOILET PARTITION MLD MOLDING TS TUBULAR STEEL MRGWB MOISTURE RESISTANT GYP BD TV TELEVISION MTD MOUNTED TYP TYPICAL MULL MULLION UL UNDERWRITERS LABORATORY UNIT UNFINISHED N NORTH UON UNLESS OTHERWISE NOTED NIC NOT IN CONTRACT UR URINAL NO/# NUMBER NOM NOMINAL VAR VARIES NTS NOT TO SCALE VCT VINYL COMPOSITION TILE OA OVERALL VERT VERTICAL OC ON CENTER VEST VESTIBULE OD OUTSIDE DIAMETER/ VIN VINYL DIMENSION VWC VINYL WALL COVERING OFF OFFICE W WEST OH OVERHEAD W/ WITH OPH OPPOSITE HAND W/O WITHOUT OPNG OPENING WC WATER CLOSET OPP OPPOSITE WD WOOD WF WIDE FLANGE PERP PERPENDICULAR WG WIRE GLASS PFN PREFINISHED WP WATER PROOF PL PLATE OR PROPERTY LINE WR WATER RESISTANT P LAM PLASTIC LAMINATE WSCT WAINSCOT PLYWD PLYWOOD WT WEIGHT PNL PANEL XFMR TRANSFORMER T T PR PAIR YD YARD SYMBOLS COLUMN LINE/GRID LINE DOOR NUMBER TO CORRESPOND TO ROOM ENTERING OKEY NOTE PARTITION TYPE .REVISION NUMBER REVISION _'� CLOUD AROUND REVISION MATCH LINE - - SHADED PORTION IS THE SIDE CONSIDERED WORK POINT, CONTROL POINT OR DATUM POINT 1492 EQUIPMENT NUMBER BUILDING SECTION (IDENTIFY ON PLAN) SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN WALL SECTION (IDENTIFY ON ELEVATIONS) SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN 9'-0" X DETAIL AX.X DETAIL IDENTIFICATION SHEET WHERE DETAIL IS DRAWN GENERAL NOTES W@WWINDOW BUG A INTERIOR ELEVATION(S) D AX.X B-- ELEVATION IDENTIFICATION SHEET WHERE ELEVATION IS DRAWN TITLE ROOM IDENTIFICATION TITLE2 TITLE3 ROOM NAME ROOM #--- ROOM NO. ROOM z E FINISH GRADE 68.5 EXISTING GRADE - - PROPERTY LINE 78 NEW OR FINISHED CONTOURS 71 EXISTING CONTOURS TOP OF WALL 0 �Q. PNORTHT N 7'-0° TOP OF CURB TOP OF PAVEMENT PROJECT NORTH DENOTES CHANGE IN ELEVATION PROJECT DIRECTORY ARCHITECT/CONTACT: CRAFT ARCHITECTS, PLLC. 2505 THIRD AVE, STE. 324 SEATTLE, WASHINGTON 98121 ARCHITECT OF RECORD: KATHRYN M. CRAFT OWNER: SABEY CORPORATION 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE WA, 98168 TENANT: SAHALE SNACKS 3411 SOUTH 120TH PLACE, SUITE 100 SEATTLE, WA 98168 GENERAL CONTRACTOR: VICINITY MAP NTS NORTHWAY CONSTRUCTION 1433 VALENTINE AVE SE, STE. 102 PACIFIC, WA 98047 N TAX PARCEL PT 1023049069 FINISH BUG 2 LEGAL DESCRIPTION 1. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS, PROPERTY, AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS, AND FOR COMPLIANCE WITH O.S.H.A. SAFETY STANDARDS. ARCHITECTS AND THEIR CONSULTANTS' JOB SITE OBSERVATIONS ARE NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. 2. EACH CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL SPECIFIED PRODUCTS RELATING TO THEIR WORK. THEY ARE TO SUBMIT WRITTEN OBJECTIONS PRIOR TO BIDDING, IF THE CONTRACTOR HAS AN OBJECTION TO ANY PRODUCT AND/OR DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS. 3. THE GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH THAT OF OTHER SEPARATE CONTRACTS SUCH AS SIGNS, & OWNER FURNISHED ITEMS, WHICH ARE BEING DONE BY OTHERS. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. ALL WORK IN THAT AREA SHALL BE HELD UNTIL SUCH DISCREPANCIES ARE RESOLVED. 5. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, A.I.A. DOCUMENT A201, THE LATEST EDITION, SHALL BE INSPECTED AT THE ARCHITECTS OFFICE. 6. SEPARATE PERMITS, WHEN REQUIRED AND/OR WHEN WORK ITEMS ARE DESIGN/BUILD IN NATURE, SHALL BE OBTAINED BY THE CONTRACTOR FOR MECHANICAL, PLUMBING, FIRE SPRINKLERS, ELECTRICAL AND FIRE ALARM. DESCRIPTIVE, DETAILED DESIGN AND REQUIRED SUBMITTAL DOCUMENTS INFORMATION SHALL BE PROVIDED FOR REVIEW BY THE REGULATING AUTHORITIES AND BY THE OWNER/TENANT/ARCHITECT FOR APPROVAL PRIOR TO ANY WORK BEING PERFORMED. SEE SPECIFICATIONS FOR REQUIREMENT FOR DESIGN/BUILD FIRE SPRINKLER SYSTEM. SUBMIT PLAN TO AND OBTAIN PERMIT FROM THE FIRE PREVENTION BUREAU FOR FIRE SPRINKLER SYSTEM INSTALLATION OR MODIFICATION. 7. COMPLETE FIRE SPRINKLER DRAWINGS WILL BE SUBMITTED BY THE FIRE PROTECTION CONTRACTOR. 8. THE INSTALLATION OF AUTOMATIC FIRE SPRINKLER SYSTEMS SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE 9. SPECIAL INSPECTIONS WHERE REQUIRED BY THE BUILDING OFFICIAL SHALL BE PERFORMED BY INSPECTORS APPROVED BY THE BUILDING OFFICIAL. 10. ALL WORK DONE SHALL BE IN CONFORMANCE WITH THE APPROVED PLANS AND PROJECT SPECIFICATIONS, THE APPROVED, PERMITTED, STAMPED PLANS ARE TO REMAIN ON SITE AT ALL TIMES. 11. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UNLESS OTHERWISE NOTED. 12. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. 13. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF QUESTIONS CAN NOT BE RESOLVED IN THIS MANNER, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. 14. GENERAL CONTRACTOR SHALL PROVIDE OWNER WITH DETAILED CRITICAL PATH SCHEDULE FOR REVIEW AND APPROVAL PRIOR TO START OF CONSTRUCTION. UPDATES OF SCHEDULE SHALL BE MADE AS NECESSARY WITH COPIES PROVIDED TO OWNER. 15. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE INTERNATIONAL BUILDING CODE, NATIONAL ELECTRICAL CODE AND ALL OTHER APPLICABLE STATE OR LOCAL LAWS AND REGULATIONS. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED AS TO PERMIT WORK WHICH IS NOT CONFORMING TO THE PREVIOUS LISTED CODES. 16. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT APPLICABLE LOCAL ORDINANCES FOR UTILITY SERVICES. 18. LIGHT AND VENTILATION SHALL COMPLY WITH I.B.C., SECTION 1203, 1204 & 1205. 19. FIRE BLOCKING SHALL BE PROVIDED AT ALL FRAMED WALLS AT 10'-0" O.C. AND ALSO AT ANY LOCATION WHERE WALL FRAMING PENETRATES CEILINGS. REFER TO IBC SEC. 708 FIRE BLOCKING AND DRAFT STOPS FOR CONSTRUCTION. 20. ALL WATER FIXTURES MUST COMPLY WITH WAC 51-26-180 WATER CONSERVATION AND/OR ANY JURISDICTION'S PERFORMANCE STANDARDS. 21. WHEN CHANGES TO THE MECHANICAL SYSTEM REQUIRE A MECHANICAL PERMIT THEY SHALL COMPLY WITH THE MOST CURRENT UNIFORM MECHANICAL CODE AND WITH ANY LOCAL JURISDICTION REQUIREMENTS. 22. PROVIDE ILLUMINATED EXIT SIGNAGE AT ALL REQUIRED EXITS. 23. PATCH AND REPAIR ALL EXISTING WALLS, FLOORS AND CEILINGS THAT ARE ADJACENT TO AND AFFECTED BY NEW CONSTRUCTION. 24. CONTRACTOR IS TO COMPLY WITH CHAPTER 33 OF THE INTERNATIONAL BUILDING CODE CONCERNING PROTECTION OF PEDESTRIANS DURING CONSTRUCTION. 25. PRIOR TO FINAL INSPECTION, A CERTIFICATE OF CONSTRUCTION COMPLIANCE SHALL BE READY FOR THE INSPECTOR. THE CERTIFICATE SHALL STATE "BASED UPON PERSONAL KNOWLEDGE, THAT THE WORK APPEARS TO HAVE BEEN PERFORMED, AND THE MATERIALS USED AND INSTALLED APPEAR IN EVERY MATERIAL RESPECT IN COMPLIANCE WITH THE PLANS". THE CERTIFICATE MUST BE SIGNED BY ONE OR MORE OF THE FOLLOWING: (A) OWNER, (B) GENERAL CONTRACTOR, (C) AN APPROVED INDEPENDENT INSPECTOR OR INSPECTION AGENCY. 26. ASBESTOS AND HAZARDOUS WASTE EXCLUSION: THE ARCHITECT HEREBY STATES, AND THE OWNER ACKNOWLEDGES, THAT THE ARCHITECT HAS NO PROFESSIONAL LIABILITY OR OTHER INSURANCE, (AND IS UNABLE TO REASONABLY OBTAIN SUCH INSURANCE) FOR CLAIMS ARISING OUT OF THE PERFORMANCE OF OR THE FAILURE TO PERFORM PROFESSIONAL SERVICES, INCLUDING BUT NOT LIMITED TO, THE PREPARATION OF REPORTS, DESIGNS, DRAWINGS, AND SPECIFICATIONS, AND RELATED TO THE INVESTIGATION DETECTION. PORTION OF GOV LOT 15 IN SW 1 /4 OF SECTION 10-23-04 BEGIN NW CORNER OF SW 1/4 TH S 01-46-02 W 107.22 FT TH S 87-33-12 E 512.24 FT TO POINT OF BEGINNING TH S 87-33-12 E 214.16 FT TH N 78-40-52 E 415.05 FT TO WLY MARGIN OF E MARGINAL WAY TH S 16-31-41 E 241.92 FT TH S 28-02-57 E 104.42 FT TH S 17-01-47 E 100.50 FT TH S 11-19-15 E 13.28 FT TH N 58-13-58 W 473.87 FT TH S 01-46-02 W 37 FT TH N 88-13-58 W 307.80 FT TH N 01-46-02 E 373.93 FT TO POINT OF BEGINNING - LOT 1 OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L2000-042 RECORDING NO 20000828900001 CODE/ZONING INFORMATION CONTACT: PHONE: EMAIL: CONTACT: PHONE: EMAIL: CONTACT: PHONE: EMAIL: TODD SCHUTZ (206) 720-7001 TODD®CRAFTARCHITECTS.COM KEN STICKLEY APPROVED BY: (206) 277-5230 Initials KENSeSABEY.COM Date KYLE FRY (206) 551-1416 KYLE@NORTHWAYINC.COM N SITE PLAN NTS PROJECT INFORMATION 3411 SOUTH 120TH PLACE, SUITE 100 SEATTLE, WA 98168 PROJECT DESCRIPTION BUILDING ALTERATION ADDING (23) SMOKE VENT/SKYLIGHT COMBINATION UNITS TO AN EXISTING TILT -UP CONCRETE WAREHOUSE AND MANUFACTURING BUILDING. ADDITION OF DRAFT CURTAINS ALSO INCLUDED IN THIS SUBMITTAL. INDEX OF DRAWINGS T1.1 GENERAL INFORMATION AND SITE PLAN A2.1 FLOOR PLAN S1.1 PARTIAL ROOF FRAMING PLAN SEPARATE: PF.11i- T REQUiA�D FC13: PARING REC�UIREMEN S,MMecnanfcai ZONING DISTRICT: MIC/H NOTE: PARKING STALLS ARE EXISTING. SCOPE OF WORK DOES N21N Electricai CODE EDITION: 2012 IBC/ 2012 INTERNATIONAL FIRE CODE OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE AMENDME'plumbing CONSTRUCTION TENANT IMPROVEMENT Gas piping EXISTING OCCUPANCY CLASSIFICATION: B (OFFICE)/F-1 (MANUFACTURING)/S-1 (WAREHOUSE) FIXTURE REyofTukwila TYPE OF CONSTRUCTION: III B -PLUMBING 1 DIVISION NOTE: PLUMBING FIXTURES ARE EXISTING. SCOPE OF WORK DOES NOT INVOLVE SPRINKLER SYSTEM: FULLY SPRINKLERED OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE AMENDMENTS AREA SEPARATION: NON -SEPARATED, UNLIMITED: PER 2012 IBC 302.3.1, SECTION 506, AND 507 ACTUAL FLOOR AREAS: OFFICE (EXISTING) (B) 9,988 SQ FT MANUFACTURING (EXISTING) (F-1) 31,080 SQ FT WAREHOUSE (EXISTING) (S-1) 49,293 SQ FT TOTAL ACTUAL FLOOR AREA: 90,361 SQ FT OCCUPANCY LOAD: (SEC. 1004.1 TABLE 1004.1.1) OFFICE (8) 9,988 SQ FT / 100 = 100 MANUFACTURING (F-1) 31,080 SQ FT / 100 = 311 WAREHOUSE (S-1) 49,361 SQ FT / 500 = 99 TOTAL OCCUPANCY LOAD 90,361 SQ FT = 510 EXIT REQUIREMENTS: (SEC. 1021 TABLE 1021.1 & 1021.2) NOTE: EXITS ARE EXISTING. SCOPE OF WORK DOES NOT INVOLVE OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE AMENDMENTS. ENERGY REOUIRE ENTS NEW SKYLIGHTS TO MEET OR EXCEED 2012 WASHINGTON STATE ENERGY CODE REQUIREMENTS FOR SKYLIGHTS. SCOPE OF WORK DOES NOT INVOLVE OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE AMENDMENTS. LIGHTING REQUIREMENTS NO BUILDING LIGHTING MODIFICATIONS ARE PROPOSED REVISIONS No changes shall be mlde to the scope Of work without prior approval of Tukwila Building Division, NOTE: Revisions will require a new plan submittal and may include additional plan review fees. FILE CPT Permit mo. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adoptod code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: ®y. Date � City of Tukwila BUILDING DIVISION CORRECTION u RECEIVED CITY OF TUKWILA SEP 16 2015 PERMIT CENTER www.craftarchitects.com • • 1 CONSULTANT Submittals/Revisions: BUILDING PERMIT 08/13/15 CITY COMMENTS 09/10/15 RE WED POR APPROVE SEP 3 0 2015 City of Tu BUILOINC G11V*'IQN Sheet Title: GENERAL INFORMATION AND SITE PLAN Date: 09/10/15 Design: Drawn: Project No: 15-133 Approved: Building No: Sheet No: T101 COPYRIGHT CRAFT ARCHITECTS 2015 EXISTING INSULATION EXISTING PLYWOOD DECK AND EXISTING INSULATION EXISTING PLYWOOD DECK AND f— ROOF ASSEMBLY /`— ROOF ASSEMBLY 3-5/8 X 1-5/8 20 GA EACH END F26N / / " 3-5 8" X 1-5 8" 20 GA METAL STUDS ® 24" OC METAL STUDS ® 24" OC 5/8" TYPE 'X' GWB. 5/8" TYPE 'X' GWB. i Zo 3-5/8" X 1-5/8" 20 GA METAL STUD BRACING @ 48" OC TYPICAL DRAFT CURTAIN 1/211=1'-011 18GA. CLIP ANGLE 48" O.C. ATTACH TO GIRDER TRUSS WITH 2 .145"0 POWER DRIVEN FASTENERS AND TO 3-5/8" METAL STUD VERT. WITH 2-#10 SCREWS (:A)TYPICAL DRAFT CURTAIN GENERAL NOTES: 1. SMOKE VENTING PER TABLE 910.3 OF THE 2012 INTERNATIONAL FIRE CODE LEGEND: ® ® DRAFT CURTAIN PER DETAIL 4/A2.1 AND 5/A2.1 FIXED SKYLIGHT/SMOKE VENT SECURITY GRILLE SMOKE VENT AREA 'A' 2X WOOD CURB W C WITH FLASHING COMMODITY ITY CLASSIFICATION: I -IV OPTION 1 DESIGNATED STORAGE HEIGHT: G BETWEEN 20 AND 0 4 RIGID INSULATION MIN DRAFT CURTAIN DEPTH: 6 ROOF ASSEMBLY MAX AREA FORMED BY DRAFT CURTAIN: 8,000 SF VENT AREA TO FLOOR AREA RATIO: 1:75 SIMPSON LTP4 OR EQUIVALENT MAX SPACING OF VENTS: 100' FRAMING PLATE MAX DIST. FROM VENT TO WALL: 55' 5 WOOD BLOCKING RIGID INSULATION STAGGER JOINTS` SMOKE VENT AREA 'B' "`4$ COMMODITY CLASSIFICATION: HIGH HAZARD (OPTION 1) DESIGNATED STORAGE HEIGHT: < 20' MIN DRAFT CURTAIN DEPTH: 6' MAX AREA FORMED BY DRAFT CURTAIN: 6,000 SF VENT AREA TO FLOOR AREA RATIO: 1:50 MAX SPACING OF VENTS: 100, MAX DIST. FROM VENT TO WALL: 50' VENT AREA 'C COMMODITY CLASSIFICATION: I -IV OPTION 1 DESIGNATED STORAGE HEIGHT: < 20' MIN DRAFT CURTAIN DEPTH: 6' MAX AREA FORMED BY DRAFT CURTAIN: 10,000 SF VENT AREA TO FLOOR AREA RATIO: 1:100 TYP. FIXED SKYLIGHT CURS MAX SPACING OF VENTS: MAX DIST. FROM VENT TO WALL: 10 60' 3 Y=1'-011 KEY NOTES: O 1. N 4 ' 9 " Y IC DOUBL ENT COMBINATION W FUSIBL LINK APC DAYLIGHTE - MODEL JSFV-32-D-UL). ALL HAV -FA ' .50 AND M SHGC 0 (TYPICAL OF 23 UNITS). SEE DETAIL 3/A2.1. CENTER SKYLIGHTS/SMOKE VENTS BETWEEN JOISTS IN THE EAST AND WEST DIRECTION. SPACING OF JOISTS TO BE VERIFIED IN FIELD. PROVIDE CRICKETS ON ROOF AS REQUIRED TO ASSURE PROPER DRAINAGE AROUND SKYLIGHTS/SMOKE VENTS. 580'-0" OVERALL 1•n1 A» COI H, C01 n" C01 N1 COI /1" SMOKE VENT AREA 'A' COMMODITY CLASSIFICATION: HIGH HAZARD (OPTION 1) DESIGNATED STORAGE HEIGHT: < 20' MIN DRAFT CURTAIN DEPTH: 6' MAX AREA FORMED BY DRAFT CURTAIN: 6,000 SF VENT AREA TO FLOOR AREA RATIO: 1:50 MAX SPACING OF VENTS: 100, MAX DIST. FROM VENT TO WALL: 50' SMOKE VENT AFIIEA 'B' COMMODITY CLASSIFICATION: I -IV (OPTION 1) DESIGNATED STORAGE HEIGHT: BETWEEN 20' AND 40' MIN DRAFT CURTAIN DEPTH: 6' MAX AREA FORMED BY DRAFT CURTAIN: 8,000 SF VENT AREA TO FLOOR AREA RATIO: 1:75 MAX SPACING OF VENTS: 100, MAX DIST. FROM VENT TO WALL: 55' SMOKE VENT AREA 'C' COMMODITY CLASSIFICATION: I -IV (OPTION 1) DESIGNATED STORAGE HEIGHT: < 20' MIN DRAFT CURTAIN DEPTH: 6' MAX AREA FORMED BY DRAFT CURTAIN: 10,000 SF VENT AREA TO FLOOR AREA RATIO: 1:100 MAX SPACING OF VENTS: 100, MAX DIST. FROM VENT TO WALL: 60' N KEY PLAN 1 1" = 100' RECEIVED CITY OF TUKWILA www.craftarchitects.com 0 0 •I �e • .. 1 0 u.� 0 CONSULTANT 70�2 REGPSTERID ARCHITECT KEN M CRAFT STATE OF WASHINGT( Submittals/Revisions: BUILDING PERMIT 08/13/15 CITY COMMENTS 09/10/15 _vtEWM3 FOR CODE COM LANCE SEP 3 0 2015 City O a BUILDING I,VISION Sheet Title: FLOOR PLAN Date: 09/10/15 Design: Drawn: Project No: 15-133 Approved: Buildina No: N FIRST FLOOR PLAN 8'-011 ti GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION. 1. DESCRIPTION Building Name & Site Location - Intergate E Sahale Snacks - Tukwila, WA 2. DESIGN CODE AND STANDARDS Applicable Code (Edition/Name) - 2012 International Building Code (IBC) Other documents referenced by these notes shall be the specific edition referenced by the building code specified above, or if not specified, shall be the latest edition. Code supplement & Date - ASCE 7-10 3. DESIGN LOADS a. Roof Live Load Snow load 25 psf OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. TIMBER GRADES & STRESSES SHALL CONFORM WITH LATEST EDITION OF "WESTERN LUMBER GRADING RULES", WWPA OR "STANDARD NO. 17 GRADING RULES FOR WEST COAST LUMBER", WCLIB. ALL LUMBER S4S AND S-DRY UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE, USE THE FOLLOWING: 2X4(S4S) ROOF STIFFENERS D.F. #1 2X6(S4S) ROOF STIFFENERS D.F. #2 4X ROOF PURLINS (ROUGH) D.F. #1 4X PLATES, BLOCKING & LEDGERS D.F. #2 LUMBER NOT NOTED TO BE D.F. #2 EACH PIECE SHALL BEAR A VALID GRADE STAMP THAT IS NOT TO BE REMOVED. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. ALL NAILS TO BE COMMON NAILS, UNLESS INDICATED OTHERWISE. NO SUBSTITUTION OF OTHER SPECIES FOR DOUGLAS FIR ALLOWED. ALL FASTENERS, CONNECTORS, AND ANCHORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL, ZMAX (G185 HDG PER ASTM A653), HOT -DIP GALVANIZED (HDG) PER ASTM Al23 FOR CONNECTORS AND ASTM Al53 FOR FASTENERS, OR MECHANICALLY GALVANIZED FASTENERS PER ASTM B695, CLASS 55 OR GREATER. PROVIDE MIN. NAILING PER IBC TABLE 2304.9.1 UNLESS NOTED OTHERWISE. ALL HANGERS, TIES AND CONNECTORS ARE SIMPSON. OTHER MANUFACTURERS WITH ICC-ES APPROVED LOAD CAPACITIES EQUAL TO OR GREATER THAN THAT SPECIFIED MAY BE USED. NAIL ALL HOLES WITH NAILS AS SPECIFIED BY MANUFACTURER. CUT NO HOLES IN ANY STRUCTURAL FRAMING WITHOUT ENGINEERS APPROVAL, EXCEPT THAT 1-INCH DIAMETER HOLES MAY BE DRILLED IN 2X STUDS AND PLATES --NO MORE THAN ONE HOLE EVERY 6-INCHES. t2'-0" I EXIST. 2x4 @ 2'-0"oc - EXIST. 4x PURLIN @ 8'-0"oc SECTION NEW SKYLIGHT NEW 4x8 3/411 = 1'-011 EXIST. 2x4 @ 2'-0"oc EXIST. 4x PURLIN @ 8'-0"oc — SECTION V SIMPSON IANGER ,.—.v 4x8 3/411 = 1'-011 1, RM2 2 ) S1.1 04 p N- 11 1 77� S1.1 NEW 4'x8' SKYLIGHT RM2 I � 4 l PARTIAL ROOF FRAMING PLAN11-011 Q RECEIVED CITY OF TUKWILA, SEP 16'2015 PERMIT CENTER tj SAHAIJ�, SC .lei. x y$ J N 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www. crafta rch itects . co m ! • i • .1 1 1 �t • CONSULTANT STRUCTURAL ENVWENGINEERS Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525-7560, Fax: (206)522-6698 www.englneersnw.com Submittals/Revisions: BUILDING PERMIT 08/13/15 CODE COM ,UANCE City of T° tt ila Sheet Title: PARTIAL ROOF FRAMING PLAN Date: 08/13.115 Design: Drawn: M. GARCINI Project No: 15-133 Approved: F Building No: S1.1 Sheet No: COPYRIGHT CRAFT ARCHITECTS 2015