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HomeMy WebLinkAboutPermit D15-0133 - 14550 BUILDING UNIT 100 - TENANT IMPROVEMENTBUILDING A-100 TENANT IMPROVF.MF.NT 14550 INTERURBAN AVE S SUITE 100 D15-0133 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: 3365901605 Permit Number: D15-0133 Address: 14550 INTERURBAN AVE S Unit100 Issue Date: 9/1/2015 Permit Expires On: 2/28/2016 Project Name: BUILDING A-100TENANT IMPROVEM Owner: Name: SANFT LOUIE Address: 6120 52ND AVE S , SEATTLE, WA, 98118 Contact Person: Name: LOUIE SANFT Address: 6120 52 AVENUE S , SEATTLE, WA, 98118 Contractor: Name: UNIVERSAL BUILDING SYSTEMS Address: 27565 265 CT SE, RAVENSDALE, WA, 98051 License No: UNIVEBS863PM Lender: Name: A & B PROPERTIES Address: 6120 52 AVE S , SEATTLE, WA, 98118 DESCRIPTION OF WORK: Phone: (206) 930-9324 Phone: (425) 736-5258 Expiration Date: 10/14/2016 ADDITION OF OFFICE SPACE FOR TENANT IMPROVEMENT INCLUDING A FOYER, CLOSET, CONFERENCE ROOM, RESTROOMS, AND MEZZANINE FOR STORAGE. Project Valuation: $18,200.00 Fees Collected: $1,276.93 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: VB Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA 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 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channel ization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: No Permit Center Authorized Signature: 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 thi ermit does not presume to give authority to violate or cancel the provisions of any other state or local I s regulating construction or the performance of work. I am authorized to sign and obtain this develop men permit and agree tq the conditions attached to this permit. Signature: Print Name: V1 —4C. Date: 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: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 4: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 5: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 6: Maintain fire extinguisher coverage throughout. 7: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 8: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 9: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 10: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 11: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 12: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 13: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 14: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1011.6.3) 15: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 19: 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) 17: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 16: 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). 21: An approved manual fire alarm system including audible/visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2437. 22: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 20: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 23: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 24: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 25: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 26: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 18: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 27: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 28: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 29: ***BUILDING PERMIT CONDITIONS*** 30: 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. 31: 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. 32: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 33: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 34: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 35: All wood to remain in placed concrete shall be treated wood. 36: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 37: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 38: 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. 39: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 40: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 41: 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. 42: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 43: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0201 FOOTING 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 0603 ROOF/CEILING INSUL 4027 SI-COLD-FORM WELD 4046 SI-EPDXY/EXP CONC 4025 SI-STEEL CONST 4026 SI-STRUCT STEEL 4004 SI-WELDING 4032 SI-WOOD CONST 0406 SUSPENDED CEILING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKWILA Community Development Department • Public Works Department • ' Permit Center 6300 Southcenter Blvd., Suite 100 ' Tukwila, WA 98188 http://www.TukwilaWA.p-ov SITE LOCATION Building Permit No.�j� Project No. Date Application Accepted: Date Application Expires: For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" Site Address:�,�0 Interurban Ave. South Tenant Name: N/A ?)JJJJ/ti1t�k K 1 PROPERTY OWNER Name: A&B Properties Address: 6102 52nd Ave S City: Seattle State: WA Zip: 98118 CONTACT PERSON — person receiving all project communication Name: Louie Sanft Address: 6102 52nd Ave S City: Seattle State: WA Zip: 98118 Phone: (206) 930-9324 Fax: Email: louie.sanft@att.net GENERAL CONTRACTOR INFORMATION Company Na Abbott Construction Address: 3408 1 st Ave South City: Seattle State: WA Z`P: 98134 Phone: (206) 467-8500 Fax: Contr Reg No.: CCJRABBC1022JZ Exp Date: 03/01/2016 Tukwila Business License No.: BUS-0994189 King Co Assessor's Tax No.: 3365901605,3365901630,3365901570 Suite Number: Al Floor: 1&2 New Tenant: ®.....Yes ❑..No ARCHITECT OF RECORD Company Name: Fuller Sears Architect Architect Name: Vahid Khastou Address: 1411 4th Ave Suite 1306 City: Seattle State: WA Zip: 98101 Phone: (206) 682-6170 Fax: (206) 682-6480 Email: vkhastou@fullersears..com ENGINEER OF RECORD Company Name: Coughlin Porter Lundeen. Engineer Name: Eric Lentz Address: 801 2nd Ave Suite 900 City: Seattle State: WA Zip: 98104 Phone: (206) 343-0460 Fax: Email: ericl@cplinc.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: t Address: )4 ► �n �, n� , ! , r City: 15— ►�, State: Vj . ,� , Zlp qg H:Wpplications\Form-Applications On Line\2011 ApplimtionsWemit Application Revised - 8-9-11.do" Revised: August 2011 Page 1 of 4 bh BUILDING PERMIT INFORMATION — 206-431-3670 / Valuation of Project (contractor's bid price): $ 1 911900 00 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Addition of office space for tenant improvement including a foyer, closet, conference room, restrooms and a mezzanine for storage. 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 0 20,002 0 0 VB B 2 nd Floor 0 961 0 0 VB B 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? ❑....... Yes ❑....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® ....... Sprinklers ❑ ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes ❑ .......No If `yes', attach list of materials and storage locations on a separate 8-112"x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ ....... On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County health Department. HAApplicationsTorms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-11.do" Revised: August 2011 Page 2 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 Print Name: Mailing X Day Telephone:5�� —K- f G City State Zip H:\Applications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 Page 4 of 4 bh Date Paid: Monday, October 19, 2015 Paid By: KEN LORENZ Pay Method: CREDIT CARD 130374 Printed: Monday, October 19, 2015 11:01 AM 1 of 1 CR? SYSTEMS DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $976.17 D15-0133 Address: 14550 INTERURBAN AVE S Unit100 Apn: 3365901605 $976.17 DEVELOPMENT $929.90 PERMIT FEE R000.322.100.00.00 0.00 $462.70 PERMIT FEE R000.322.100.00.00 0.00 $462.70 WASHINGTON STATE SURCHARGE 13640.237.114 0.00 $4.50 TECHNOLOGY FEE $46.27 TECHNOLOGY FEE TOTAL FEES PAID• • ; R000.322.900.04.00 0.00 $46.27 Date Paid: Monday, August 31, 2015 Paid By: LOUIE SANFT Pay Method: CREDIT CARD 07306D Printed: Monday, August 31, 2015 4:28 PM 1 of 1 SYSTEMS Date Paid: Wednesday, June 10, 2015 Paid By: LOUIE SANFT Pay Method: CREDIT CARD 01146D Printed: Wednesday, June 10, 2015 11:05 AM 1 of 1 Cl?"fSYSTEMS INSPECTION RECORD 3 Retain a co with errni copy p t �� 3 SPECTION 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 Pro' ct: 1 �iOUY Type of In pecti n I rf .&O .� ( Addre s: TK a�r� Date Called 0 SpecialInstructions: Date Wanted.- a.m. Re uester. Phone N (Inspector: ' IDate: 3 ` il:� i REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD i ' n-7 Retain a copy with permit V(-F 3 ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. A 98188 (206) 431-3670 ques Permit p,WXn R?t tine (206�4 8 9350 Pro' ct- I f ype f In ection' %% !°LQ A d ss' . �" a Svc ur�.ba y D teCal I V 0, Special Instructions: Hate Wanted: j a.m. p.m. Requester: Phone No: Approved per applicable codes. {�j Corrections required prior to approval. ■�� �t �� two � � / � I® _� FA pus a J � N, rc .� NO ON _-- Inspector: / (uate: I � 2 I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedu�e reinspection. cq6 V V- s �h 0 � I I 1 I 1- ,n r , Yt f.4 r' Q t rw ►7,1 i--I,- YI r/, INSPECTION RECORD � � 0 l� Retain a copy with permit INSP N 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 Proje : O � D Type of Inspection:e'k / f Address: // Date Called: Special Instructions: Date anted: / a.m. p.m. Re uester: Phone No: Inspector: V / luate3 _[ S—_ / REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: NO - INSPECTION RECORD Retain a copy with permit [D(1- !NSPECTION NO. PERMIT NO. CITY OF TUICWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: � f6 Cg" rV�-'Q l — t5(6Q Type of Inspection: r Address: ' & Date Called' 0 I ork, a 0 Special Instructions: /f44 Date Wanted: a.m. -3 -to "(,. p.m. Remueesstter: 1 e[IU`QS Phone No: ?,e 6�-�dy�i r7t� IInspector: t/ IDate: 3 --/C),_/4 U REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit I PECTION 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 Proje : &1-1 Type of Ins ection: Address: D e Called: Speaal Instructions: 4A,Date Wanted: a. p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 1 . 01 r Inspector: Date: ,J •�- �J .,, " - > r REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I INSPECTION tTRECORD Retain a copy with permit �3 3 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request tine (206) 438-9350 Project: O® Type f Inspection;. Address: V S Date Called: 0 . Special Instruction : � -/ �'� Date Wanted.,a.m. P.m. Requester: Phone No: Inspector: 0;� Dat!L?l `r57 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection. I` INSPECTION RECORD(� ) r3 3 Retain a copy with permit P(f- 3 '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: d ype of Inspection:, Free (4 -4%� Address:/ a �) ate Called: Special Instructions: 0.22 r S/ f � 8K Date anted: a.m. p.m. Requester: Phone No: Approved per applicable codes. ViCorrections required prior to approval. FA 00-111 NNA /AM .� ■fir 1 � � ►�/�r�► NM (Inspector: �� Dateq REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �1 A 14 INSPECTION RECORD Retain a copy with permit pa INSPTCTION 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 Instio pec IAd ess- �� P Mto� D to Called: , Special Instructions: �iVe�cwestert Date Wanted: a.m. T p.m. ' &4 (I J 6/1 qk Phone _ T- s 76 Inspector: +fDate: Z7 v '� 1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'I/ 2 INSPECTION RECORD Retain a copy with permit D �S 01 3 INSPrCTION 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 asis Project. 1rtrcj�r°r -S `oCfi1� Type of Ins ectio A dress: Date Called: Special Instructions: 9 _ Z v r/® �- 7, f �-� T r Date W tecl _ a.m. i' _�_ p.m. Requester: Phone No: ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD f Retain a copy with permit s 4 (33 INTSPECTION 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: 0 Type IFgin! ec�i n , Addre s: ate Called: Special Instructions: A4 Date Wante a.m. "�J p.m. Requ ter. Phone No: tl o Inspector: �01" Date:67��� ' `� I& F] REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection. INSPECTION RECORD 7.>��- - 01 3.3 Retain a copy with permitC INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: Address: j q 5 ; -T-A Contact Person: Suite #: ) 00 Special Instructions: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: Jt ;b� 10 1xo co v---u- C <- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:, ,��, �- CDate: -7 Hrs.: ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. uming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD 0133 Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Ty _-eof Inspection: Address: )L4 5 U1gs Contact Person: Suite #: Special Instructions: Phone No.: (�Approved per applicable codes. nCorrections required prior to approval. COMMENTS: f Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 6!,I Date: Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118-3216 USA Tel: (206) 725-4600 • Toll Free: (888) OTTO-4-US • Fax: (206) 723-2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com March 21, 2016 City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188-2544 Project: Suite A100 — Pop Gourmet Address: 14650 Interurban Avenue South, Tukwila FINAL REPORT Permit Number: D15-0133 Job Number: 15-0636 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: 1. Welding 2. Lateral framing 3. Anchor bolt installation Sincerely, OTTO ROS/ENNAU & ASSOCIATES, INC. Crista Moser Report Manager RECEIVED CITY OF TUKWILA NEAR 2 9 2016 PERMIT CENTER OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 318435 Project: Suite A100 - Pop Gourmet Permit Number: D15-0133 Address: 14650 Interurban Avenue South, Tukwila Job Number: 15-0636 Client: A&B Properties Client Address: 6120 52"" Ave S, Seattle Inspections Performed Steel Decking Other (specify): Other (specify): Structural Steel Fabrication Structural Steel Erection X inspector. and Date Remarks Stephen Ramos Arrived onsite to perform visual inspection of field welding in accordance with project plans and 9/3/2015 specifications as follows: New Mezzanine Framing - 1. Verified WABO certification for field welder Brandon D. Anstrom, #W06678, expires April 2016, SMAW process - structural steel and sheet steel. 2. Visually inspected field welding on the following items: a. Grid S-3 high load W1422 beam clip to wall embed as per detail 10/S5.2. b. Ledger angle to existing HSS as per detail 20/S6.3. 3. Work in progress at time of report writing: a. W14x22 strut to existing HSS beam. b. PSL to existing framing connections as per detail 11/S6.1. Work inspected was found in conformance. Conforms Copies to: Client X Engineer Others X Owner X Contractor Technical Responsibility: )kA X Architect X Building Dept. Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-63-05 (Rev 10/10) BALANCI REPORT I -% COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING FILR� STRUCTURAL CALCULATIONS Interurban Office Building A Tenant 1 )15 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 / Mezzanine TI FULLER SEARS June 3, 2015 S101203-02 KEVIEWED FOR GOD€ G MPLIANDE APPROVED JUL 2 2 2015 Of T'u[ia VG DIVISION RECEIVED CITY OF TUKWILA JUN1D2015 PERMIT CENTER PREPARED BY: entz PP-6.3*4/ cp D'. o. COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING Building A Tenant 1 Mezzanine TI Summary: • The Interurban Office Building Permit included framing design for the mezzanines that allowed for the mezzanine framing to be placed or omitted. • The Building A tenant 1 mezzanine TI is placing the mezzanine floor framing that was already designed and shown in the building permit drawings and calculations. • The framing and lateral system for the A100 mezzanine designed under the building permit meets the requirements of the 2012 IBC. PROJECT RECORD 2 COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING July 10, 2015 Louie Sanft A& B Properties 6120 — 52"d Avenue South Seattle, WA 98118 RE BuildingA-100 Tenant Improvement— 14600 Interurban Ave S, Structural Responses to Plan Review Comments, Project # D15-0133 Dear Louie: The following are our responses to the comments pertaining to structural items included in City of Tukwila Correction Notice compiled by Allen Johannessen, dated June 30, 2015. For your convenience, the responses below have been numbered to correspond to the correction number given in the notice referenced above: Building Review Notes I. BF-1 and all of the connections associated with S5.3 and S5.5 were installed in the building construction of Interurban Office. Sheets S5.3 and S5.5 are included on -site in the building permit drawings for Interurban office but are not applicable to this TI. The structure in this TI is only the wood framing for the A100 mezzanine and the wood stairs accessing the mezzanine. We trust that these responses adequately address the issues identified in the correction notice. Please contact us if you have any questions or desire further clarification. Sincerely, COUGHLIN PORTER LUNDEEN, INC. Eric Lentz, P.E. RECEIVED CITY OF TUKWILA JUL 152015 PERMIT CENTER 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 / P 206.343.0460 / cplinc.com City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director June 30, 2015 LOUIE SANFT 6120 52 AVENUE S SEATTLE, WA 98118 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0133 BUILDING A-100 TENANT IMPROVEM - 14600 INTERURBAN AVE S Dear LOUIE SANFT, 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 I1x17 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. Plan detail shows reference to missing sheets 55.3 and S5.5 to include BF-1. Please provide those sheets. 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. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D15-0133 6300 Snuthrenter Rnulevard ,Suite #100 • Tukwila Washin.ntnn 981R8 9 Phone 206-4.37-3670 • Far 206-437-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0133 DATE: 10/06/15 PROJECT NAME: POP GOURMET SITE ADDRESS: 14550 INTURURBAN AVE S Original Plan Submittal J Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Awl 10-D-Ico Bui ing Division ® I .._ PA 44- %6—ts— ublic Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑� Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: tA--9[D-&-w Ceu %" 1D.14�Prevention ® Planning Division Structural ❑ Permit Coordinator ❑ DATE: 10/08/15 Structural Review Required ❑ DATE: DUE DATE: 11/05/15 Approved with Conditions Denied ❑ (ie: Zoning Issues) 1Uv10 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0133 DATE: 07/16/15 PROJECT NAME: BUILDING A -100 TI SITE ADDRESS: 14550 INTERURBAN AVE S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division 115 Public Works ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Fire Prevention ❑ Structural ❑ Planning Division ❑ Permit Coordinator ❑ DATE: 07/16/15 Structural Review Required ❑ DATE: DUE DATE: 08/13/15 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/ I8/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0133 DATE: 06/15/15 PROJECT NAME: BUILDING A100 -TENANT IMPROVEMENT SITE ADDRESS:1`CJ"/"146b61NTERURBAN AVE S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: A-�- aw,'�- Building Division Public Wor s PRELIMINARY REVIEW: Not Applicable ❑ (no approval review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: A�j AWC b-A-[T (-PL A)IA Fire Prevention N Planning Division Structural ❑ Permit Coordinator ❑ DATE: 06/16/15 Structural Review Required ❑ DATE: DUE DATE: 07/14/2015 Approved ❑ Approved with Conditions ❑ Corrections Required � Denied El (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: WK 12/18/2013 PROJECT NAME: Pop) ovx PERMIT NO: � - n 3 SITE ADDRESS: Vl PX4lY �. ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS °t 1 7— Summaryof Revision: 15 a Y \10 ci i a.Vt 'Received (' REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://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: t 0:z CJ I V Plan Check/Permit Number: h)s- n r ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ProjectAddress: aay as, e AuL, s Contact Person:K-eeA gaeyl-L— Phone Number: Summary of Revision: �V1Ttir _ ._ it L L 8 011 Sheet Number(s): "Cloud" or highlight all areas of revision including datg of ffvision Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on City of Tukwila Department of Community Development 6300 Southcenter Boulevard Suite #100 Ott= Tukwila, Washington 98188 Phone: 206-431-3670 1908 Fax: 206-431-3665 Web site: http://wwiv.ci.tukwila.wa.its REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7 ` Plan ChecWPermit Number: D 15 -013 3 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Building A — 100 Tenant Improvement ftRW. Project Address: 14550 Interurban Ave S - Suite 100 Contact Person: LLIL�JcPPhone Number: Summary of Revision: OWN Sheet Number(s): "Cloud" or highlight allareas of revision including date of revision Received at the City of Tukwilaa Permit Center by: 6U4A X Entered in TRAKiT on " \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: Universal Building Systems Page 1 of 2 Home Inicio en Espanol Contact Safety Washington State Department of Labor & Industries Universal Building Systems [Search L&I -A-Z Index Help MY Secure L &I Claims & Insurance Workplace Rights Trades & Licensing Owner or tradesperson 27565 265th Ct SE RAVENSDALE, WA Principals 425-736-5258 Lorenz, Brandon R, PARTNER/MEMBER KING County Doing business as Universal Building Systems WA UBI No. Business type 603 442 799 Limited Liability Company Governing persons BRANDON LORENZ KEN LORENZ; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. UNIVEBS863PM Effective — expiration 10114/2014-1011412016 Bond ................. Great American Ins Co $12,000.00 Bond account no. 3036307 Received by L&I Effective date 01/0612015 12/1712014 Expiration date Until Canceled Bond history Insurance Ohio Security Ins Co $1,000,000.00 Policy no. BKS56367000 Received by L&I Effective date 10/14/2014 10/13/2014 Expiration date 10/13/2016 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax 1.debts 111-1- https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=603442799&LIC=UNIVEBS863PM&SAW= 9/1/2015 GEMERAL MOTES 1. POST BUILDING ADDRESS SIGN ON FRONT OF BUILDING AS REQUIRED BY BUILDING OFFICIAL. COORDINATE WITH ARCHITECT. 2. CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY, PROTECTION OF PROPERTY AND THE LIKE DURING THE PERFORMANCE OF THE WORK. 3. THE CONTRACTOR IS REQUIRED TO COMPLY WITH ALL APPLICABLE REGULATIONS AND CODES OF THE GOVERNING AUTHORITIES AND OWNERS. 4. PROVIDE METHODS, MEANS AND FACILITIES REQUIRED. TO PREVENT CONTAMINATION OF SOIL, WATER OR ATMOSPHERE. 5. INSURE MINIMUM INTERFERENCE WITH EXISTING ROADS, STREETS, SIDEWALKS, PARKING FACILITIES AND ADJACENT FACILITIES. DO NOT CLOSE OR OBSTRUCT WITHOUT PRIOR APPROVAL. 6. ALL SALVAGE WILL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS NOTED OTHERWISE (UNO). PROMPTLY REMOVE FROM SITE AND LEGALLY DISPOSE OF ALL SAID MATERIAL AT CONTRACTOR'S EXPENSE. 7. DIMENSIONS ARE TO: - FACE OF MASONRY OR CONCRETE, CENTER LINE OF COLUMNS, FACE OF STUD, OR FACE OF MULLION UNLESS NOTED OTHERWISE. - DIMENSIONS INDICATED CLEAR (CLR) ARE TO FINISH FACE. - DIMENSIONS TO DOOR AND WINDOW OPENINGS ARE ROUGH MASONRY OPENINGS UNO. - ALL MASONRY DIMENSIONS ARE NOMINAL. 8. SCRIBE GYPSUM BOARD OF WALLS AND PARTITIONS TO IRREGULARITIES OF STRUCTURE OR DECK ABOVE AND SEAL TIGHTLY AROUND ALL PENETRATIONS. 9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S WORK AND/OR SUPPLIED ITEMS THAT ARE "FURNISHED BY THE OWNER AND INSTALLED BY THE CONTRACTOR" OR "NOT IN CONTRACT" (NIC), BUT ARE ATTACHED TO CONTRACTOR'S WORK. 10. ALL RAMPS TO HAVE MAXIMUM 1:12 SLOPE. RAMPS WITH SLOPE OF 1:20 OR GREATER TO HAVE HANDRAILS PER WASHINGTON STATE HANDICAP CODE. 11. ALL STAIRS TO HAVE MINIMUM 11" TREADS AND MAXIMUM 7" RISERS, UNO. 12. MINIMUM ROOF SLOPE SHALL BE 1/4"=1'-0"r _ 13. CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE DRAWINGS AND SPECIFICATIONS AND WITH THE NOTIFICATION OF THE ARCHITECT OF ANY DISCREPENCIES WITHIN THE DOCUMENTS AND THE SCOPE OF WORK. CONTRACTOR IS RESPONSIBLE TO COORDINATE ANY AND ALL REVISIONS TO THE DRAWINGS. 14. FIRE EXTINGUISHERS TO BE LOCATED PER FIRE MARSHALL'S DIRECTION. AS REQ'D. 15. ALL ROUGH -INS SHALL BE APPROVED PRIOR TO FRAMING INSPECTION. 16. PROVIDE ONE 2A-1OBC FIRE EXTINGUISHER PER 3,000 SQ.FT. OR EACH 75' OF TRAVEL DISTANCE, AS REQUIRED BY FIRE MARSHALL. 17. EXIT LIGHTING SHALL BE PROVIDED WHEN TWO EXITS ARE REQUIRED. THE EMERGENCY SYSTEM SHALL BE SUPPLIED BY A SEPARATE SOURCE OF POWER AND HAVE AN EMERGENCY BACK UP SYSTEM. EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH EMERGENCY LIGHTING HAVING THE INTENSITY OF NOT LESS THAN 1 FOOT CANDLE AT FLOOR LEVEL. IBC SECTION 1006.3. 18. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 19. EXCEPTION: KEY -LOCKING HARDWARE MAY BE USED ON THE MAIN EXIT WHEN THE MAIN EXIT CONSISTS OF A SINGLE DOOR OR PAIR OF DOORS IF THERE IS A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." THE SIGN SHALL BE IN LETTERS NO LESS THAN 1 INCH HIGH ON CONTRASTING BACKGROUND. WHEN LOCKED, THE SINGLE DOOR OR BOTH LEAVES OF A PAIR OF DOORS MUST BE FREE TO SWING WITHOUT OPERATION OF ANY LATCHING DEVICE. 20. TRASH DUMPSTERS AND COMPACTORS SHALL BE PROVIDED WITH RUBBER WHEELS N.I.C. 21. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS AND ROOFS; AND ALL OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. 22. BUILDING INSULATION SHALL BE PROVIDED AS INDICATED IN DWGS. W/ R VALUES PER ENERGY CALCULATIONS. 23. EVERY HANDICAPPED PARKING SPACE SHALL BE IDENTIFIED BY A SIGN CENTERED ON THE STALL. THE BOTTOM OF THE SIGN NEEDS TO BE 60 INCHES ABOVE THE PARKING SURFACE, AT THE HEAD OF THE PARKING SPACE- THE SIGN SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESS AND THE PHRASE "STATE DISABLED PARKING PERMIT REQUIRED". PROVISION UNDER SITE DEVELOPMENT PERMIT. 24. THIS DRAWING IS AN INSTRUMENT OF SERVICE ONLY. THE COPYRIGHT TO THIS DRAWING BELONGS TO THE ARCHITECT. NO PERSON MAY USE THIS DRAWING FOR ANY PURPOSE OTHER THAN THE INTENDED ORIGINAL PURPOSE FOR THE ORIGINAL CLIENT. THIS DRAWING MAY NOT BE REPRODUCED IN WHOLE OR IN PART, IN ANY MANNER OR STORED IN ANY FORM FOR REPRODUCTION WITHOUT THE EXPRESS PERMISSION OF THE ARCHITECT. NO VALUE SHOULD BE SCALED AND ALL VALUES SHOULD BE CHECKED AGAINST FIELD VALUES AND/OR CHECKED WITH THE ARCHITECT. IF ANY VALUES IS FOUND TO BE INCORRECT OR INVALID, THEN IT IS THE RESPONSIBILITY OF THE USER TO INFORM THE ARCHITECT AND TO OBTAIN THE CORRECT VALUE FROM THE ARCHITECT PRIOR TO ACTING. 25. PER W.S.E.C. SECTION 1416.3.2 ACCEPTANCE: FINAL CERTIFICATE OF OCCUPANCY SHALL NOT BE ISSUED UNTIL THE BUILDING OFFICIAL DETERMINES THAT THE PRELIMINARY COMMISSIONING REPORT REQUIRED BY SECTION 1416.2.6.2 HAS BEEN COMPLETED. IF THIS DRAWING WAS CREATED AND/OR TRANSFERRED ON ELECTRONIC MEDIA TO ANY OTHER PERSON OR BODY, THEN THE USER SHOULD BE AWARE THAT THE DRAWING MAY HAVE BEEN ALTERED AFTER ISSUE BY THE ARCHITECT. THE ONLY ORIGINAL OF THIS DRAWING RESIDES IN THE FILES OF THE ARCHITECT, AND SHALL TAKE PRECEDENT OVER ALL COPIES, PAPER OR ELECTRONIC. THIS DRAWING MAY CONTAIN MATERIAL WHICH WAS PROVIDED FOR INFORMATION ONLY TO THE ARCHITECT BY THE CLIENT OR CLIENTS CONSULTANTS. THE ARCHITECT ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OR THE COMPLETENESS OF THIS MATERIAL. IF VALUES IN THE DRAWING ARE FOUND TO BE CRITICAL TO THE SCOPE OF WORK, THEN THE USER IS ADVISED TO REFER BACK TO THE ORIGINAL MATERIALS IN THE HANDS OF THE CLIENT. F I R E COk D E FIRE ADDRESS: APPROVED ADDRESS SHALL BE PROVIDED FOR ALL BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. FIRE ADDRESS/TEMPORARY: TEMPORARY ADDRESSING IS REQUIRED DURING CONSTRUCTION SHALL BE VISIBLE FROM THE STREET. FIRE KNOX BOX: IF THE BUILDING OR SUITE HAS A FIRE PROTECTION SYSTEM, A KNOX BOX SHALL BE INSTALLED IN AN APPROVED LOCATION AND ALL REQUIRED KEYS SHALL BE ON SITE FOR LOCK UP PRIOR TO BUILDING FIRE FINAL. FIRE OCCUPANT LOAD: OCCUPANT LOAD SHALL BE POSTED IN A CONSPICUOUS LOCATION AT OR AROUND THE MAIN EXIT. PORTABLE FIRE EXTINGUISHER: PORTABLE FIRE EXTINGUISHER WILL BE REQUIRED DURING CONSTRUCTION AND INSTALLED FOR FINAL INSPECTION. CLASS 2A 1OBC TYPE IS/ARE REQUIRED. PLEASE MOUNT THE EXTINGUISHERS) IN A CONSPICUOUS LOCATION APPROVED BY THE FIRE DEPARTMENT AND LOCATE THE EXTINGUISHERS) SO THAT THE TRAVEL DISTANCE FROM ANY POINT IN SPACE DOES NOT EXCEED 75 FEET TO AN EXTINGUISHER. (THE DISTANCE BETWEEN EXTINGUISHERS CAN BE 150 FEET). FIRE SPRINKLER SYSTEM: STRUCTURE SHALL HAVE A FIRE SPRINKLER INSTALLED PER NFPA AND EASTSIDE FIRE & RESCUE REQUIREMENTS. SUBMIT FOR A FIRE PERMIT. i tr 4 r l*g �) r AC ACCOUSTIC FIXT FIXTURE OD OUTSIDE DIAMETER EXISTING BUILDING- NO CHANGES TO BUILDING ENVELOPE. ADD ADDENDUM FL FLASHING OFS OVERFLOW ADD'N ADDITION FLR FLOOR SCUPPER ABC AGGREGATE BASE F.D. FLOOR DRAIN OFD OVERFLOW DRAIN COURSE FLUOR FLUORESCENT AGG AGGREGATE FTG FOOTING PARA PARAPET A/C AIR CONDITIONING FND FOUNDATION PTD PAINTED AL ALUMINIUM FIR FRAME PG PAGE ALT ALTERNATE FHC FIRE HOSE CABINET PR PAIR AB ANCHOR BOLT FV FIELD VERIFY PNL PANEL ABV ABOVE PTN PARTITION & AND GA GAUGE d PENNY ARCH ARCHITECT GI GALVANIZED IRON PL PLATE ASP ASPHALT GL GLASS PLBG PLUMBING GD GRADE PLYWD PLYWOOD BSMT BASEMENT GYP GYPSUM PT POINT BM BEAM GWB GYPSUM WALL PSI POUNDS PER BEL BELOW BOARD SQUARE INCH B.M. BENCHMARK GRND GROUND PSF POUNDS PER BLKG BLOCKING SQUARE FOOT BD BOARD HR HANDRAIL PC PRECAST BO BOTTOM OF HDN HARDENER PL PROPERTY LINE BLDG BUILDING HDW HARDWARE HDWD HARDWOOD R RADIUS CABT CABINET HTR HEATER REG REGISTER C.I.P. CAST IN PLACE HT HEIGHT REQ'D REQUIRED C.B. CATCH BASIN HP HIGH POINT REV REVISION CLG CEILING H.M. HOLLOW METAL RD ROOF DRAIN CEM CEMENT HORIZ HORIZONTAL RFG ROOFING CG CENTIGRAM HB HOSE BIB RM ROOM CL CENTER LINE HW HOT WATER RGH ROUGH CER CERAMIC RD ROUND C.T. CERAMIC TILE IN INCH CHAN. CHANNEL ID INSIDE DIAMETER SCR SCREW CLR CLEAR INSUL INSULATION SECT SECTION C.O. CLEAN OUT INT INTERIOR SEL SELECT CLOS CLOSET INV INVERT SHT SHEET COL COLUMN SDG SIDING CONIC CONCRETE JAN JANITOR SIM SIMILAR mks CONN CONNECTION JT JOINT SLDG SLIDING T MBOLb CONST CONSTRUCTION JST JOIST SM SMOOTH CJ. CONTROL JOINT SPEC SPECIFICATION CONSTRUCTION JOINT KP KICK PLATE SPL SPLASH CONT CONTINUOUS SQ SQUARE GRID LINE X - - CONTR CONTRACTOR LAM LAMINATED STD STANDARD � COR'G CORRUGATED LDG LANDING SS STAINLESS STEEL CTR COUNTER LAV LAVATORY STRUC STRUCTURE CTSK COUNTERSINK LG LENGTH SUSP SUSPENDED NAME CMU CONCRETE LOC LOCATION SWBD SWITCHBOARD DRAWING TITLE MASONRY UNIT LT LIGHT SCALE CMS CORRUGATED LWC LIGHT WEIGHT TC TOP OF CURB METAL SIDING CONCRETE TG TEMPERED GLASS LVR LOUVER T.O. TOP OF X SHEET # D.A. DAMP PROOFING LOC LOCATION T.S. TUBE STEEL DIAG DIAGONAL TSD TOP OF STEEL EXTERIOR X INTERIOR X X. X DIAM DIAMETER MO MASONRY OPENING DECK ELEVATION KEY A4.X ELEVATION KEY X DIM DIMENSION MATL MATERIAL TYP TYPICAL ISP DISPENSER MFR MANUFACTURER D DIS DOWEL MAX MAXIMUM U.N.O. UNLESS NOTED X DN DOWN MCJ MAS CNTRL JNT OTHERWISE DETAIL X ENLARGED AX.X MECH MECHANICAL U.N.P. UNDER SEPARATE REFERENCE AX.X PLAN D.S. DOWNSPOUT - - DWG DRAWING MET METAL PERMIT � 1 MTL METAL EA EACH ML METAL LATH V VENT X �` r1 EL ELECTRIC MID MIDWAY / MIDDLE VERT VERTICAL AX-X w EDF ELECTRIC DRINKING MIN MINIMUM VEST VESTIBULE FOUNTAIN MLDG MOULDING VCT VINYL COMPOSITION ELEV ELEVATION MULL MULLION TILE EQ EQUAL NG NATURAL GRADE WWM WELDED WIRE MESH WALL SECTION X BUILDING X X EQUIP EQUIPMENT A5.X SECTION A4.0 A4.0 EXH EXHAUST NOM NOMINAL WC WATER CLOSET x EXP EXPANSION N.I.Cr NOT IN CONTRACT WH WATER HEATER EJ EXPANSION JOINT 0/ OVER WF WIDE FLANGE EXIST EXISTING OBS OBSERVE W/ WITH DOOR NUMBER G WINDOW TYPE HO LQ OC ON CENTER W/O WITHOUT FT FEET OPG OPENING FIN FINISH OA OVERALL WALL TYPE W1 FINISH TAG X-X ~ I I - 41nn^.,I!'i�Y . Rn..ieYr.,n+o ' tlt te.g xi5�ri» rep ,b - s l.av ,�i •dnlr, i; , G , s y P5 k t,M.lm az.•..,a.a,, y ?t t - RY.v r, NraKrrn, - Ir . ..urvk t:. ~•/lr5.. 5:i _ _. Coo,,I,'. .. - .[-_•i/4 t.._-.. i .. lv 11� v"'! N.T.S. Building Identifier: A Applicable Code: IBC 2012 Edition Site Area: 3.3 ACRES Zoning: C/LI Occupancy Groups (Future tenants): B Mixed Use Class Non Separated Uses Construction: Type VB SPRINKLERED Height 32 ft +/- (highest point) Number of Stories Two Wind Exposure / Seismic Zone NIA, Existing Structure Proposed Buildina Uses/Exits Required Area Occ. Load Factor Occ. Load Exits required Exits Provided Tenant 1 - warehouse 20,002 500 40 Tenant 1 - main floor office 1,058 100 11 Total 1st floor 21,060 1 51 1 2 7 Tenant 1 -warehouse 1 961 500 1 2 Total Mezzanine 1 961 1 2 1 1 1 TOTAL 1 22,021 53 CRY of TukWla BUILDING DIVISION GROSS AREA LOAD FACTOR TOTAL OCC. LOAD LOAD M/F WAREHOUSE 20963.0 500 SF 41.93 / 2= 20.96 OFFICE 1058.0 100 SF 10.58 / 2= 5.29 TOTAL 26.25 WAREHOUSE PER TABLE 2902.1: WC (MALE & FEMALE): 1 PER 100 LAVATORIES: 1 PER 100 OFFICE PER TABLE 2902.1: WC (MALE & FEMALE): 1 PER 25 LAVATORIES: 1 PER 40 WATER CLOSETS LAVATORIES MALE FEMALE REQUIRED: 1 1 2 PROVIDED: 1 1 1 2 EXISTING BUILDING- PARKING REVIEWED AS PART OF SHELL AND CORE PERMIT. ADDITION OF OFFICE SPACE FOR TENANT IMPROVEMENT, INCLUDING FOYER, CLOSET, CONFERENCE ROOM, RESTROOMS AND A MEZZANINE FOR STORAGE. ARCHITECTURAL AO.1 COVER SHEET A1.0 SITE PLAN & DETAILS A2.0 FLOOR PLAN A2.1 ENLARGED FLOOR PLANS A2.2 ROOF PLAN & REFLECTED CEILING PLAN A2.3 SECTION, WALL TYPES & DETAILS ------------- ------ -------------------------------------- ----- -- ------- --------- Owner: A & B Properties Structural Engineer: iCoughlin Porter Lundeen 6102 52ND AVE S 8012nd Ave Suite 900 Seattle, WA - 98118 Seattle, WA 98104 206 343 0460 contact: Louie Sanft contact: Eric Lentz Louie. sanft@att, net EdcL@cplinc.com Architect: Fuller/Sears Architects MEP Engineer: TBD 1411 Fourth Avenuem, Suite 1306 Seattle, WA 98101 206 682 6170 contact: Vahid Khastou VKhastou@fullersears.com ��- ;-' General Contractor: JRAbbott.Construction 3408 1st Ave S, Ste 101 �`:i';j�Ta D FOR: Seattle, WA 98134 n'467 8500 contact: Marc Parsons FIEPED almparsonsO-jrabbott.com ngingwila PLUMBING ELECTRICAL REVISIONS No changes shall be made 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. VYED FOR CODE COMPLIANCE APPROVED OCT 14 2015 Ci f iu i!a Ci% BUILDING DIVISION ),T RI:C E.;,V[HD CITY OF TUKWILA SEP 3 0 2015 PERMIT CENTER NOM x s'f ilr {YY tos,, '.ry 3 1 x { t r P i t p a , n*Xx J/ L\ r T (n /aata c c O QC a N Uj r T 00 04 iw- O < z r C4 I r q � 1. 4159 1 REGISTERED � .I ARCHITECT WILLIAM A7ULLER STATE OF WASHINGTON Job Number. 1005-0.032 Date: MAY 15, 2015 Principal In Charge: WIWAM niWER Project Manager. VAHID KHASTOU Drown By. THOMAS KEANE Sheet Title: COVER SHEET Sheet Number AOml ,�n y a ) 2015 A NS i3� FUUIR-SEAM ARCHITECTS 2S 1 /32" = 1'-0" MIN. MAX. D 1.60" 2.40" E .65" 1.50" F .45" .80" G 90" 1.40" SIDEWALK --/ 00000000000000000000000 u00000 — 000000000o0000 00000000000000000000oo0 00000000000000 — 000000 00000000000900000000000 00000000000000000000000 0000 00000000000000000 000 00o0000 00000000000 PROVIDE TRUNCATED DOMES AT RAMP SETBACK TRUNCATED DOMES RAMP PER CHART ABOVE PER PLAN 6" TO 8" FROM CURB FACE ADA ^URB/RAMP TYPE 1 /4"=1'-0" M PLAN DETAIL o CD ELEVATION O 4 4 O 4 O TOP OF RIVER BANK O o 0 O 1.5p\ 25 �o D� 0 �qo Tr) iininnrrn DOMES PER PLAN T00_ED JOINTS @ 3/4" )E BAND CURB & GUTTER CONDITION WHERE OCCURS TRANISITIONS FROM RAMP TO WALKS, GUTTERS, VECHICLAR WAYS SHALL BE FLUSH W/ NO ABRUPT CHANGES GREATER THAN 1/4" IN HEIGHT 0 N IF EITHER LANDING AREA IS LESS THAN 48" IN THE DIRECTION OF TRAVEL THE FLARED SIDE SLOPES SHALL BE REDUCED TO 1 TO 12 RISE TO PUN CURB RAMPS SHALL NOT BE POURED INTERGAL W/ SIDEWALKS AND SHALL BE ISOLATED BY 3/8" THICK EXPAN. JT. MATERIAL ON ALL SIDES ABUTTING THE SIDEWALK. O ADA CURB/RAMP m TYPE 1 /4"=1'-0" BACKGRO (2) COAT 3" WIDE PAINTED STRIPES, PAINT (2) COATS WHITE BEADED REFLECTIVE PAINT INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WI ANC] A1171-7(m gPCT1nN N TS CONCRETE CURB OR 4" WIDE STRIPING STRIPING AS OCCURS PER SITE PLAN OF STALL EQ 1'-6" I, 1'-6" EQ 0 I GN WITH END OF ALL STRIPING — ACCESSIBLE PARKING SIGN "SAFE —HIT" FLEXIBLE POST W/ "SMT" TWIST LOCK BASE. BOLT TO CONCRETE WALKWAY OR ASPHALT SURFACE. LINE OF PAVING N TS 6" 6" PARKING i I 0 LO i —REVIWEC FOR CODE COMPLIANCE APPROVED OCT 14 2015 City of Tukwila BUILDING DIVISION ACCESSIBLE 5'-0"Nv VAN ACCESSIBLE PARKING %TY OF f W Al SEE SITE PLAN FOR LOCATION(S)SEP 3 0 2015 PERMIT CENTER NOTES: 1. ACCESSIBLE PARKING SIGNS SHALL COMPLY WITH ICC/ANSI A117.1-2003. 2. BUILDING MOUNT (AS OCCURS): MOUNT SIGN ON WALL WITH (2) EXPANSION ANCHORS. J H r (n CC O Q< a to > LU [ H w LO to r r 00 CD O N Q � � o O O r cm �u�ra b3tld'4"ifiSYAa89i� 4159 REGISTERED `. ARCHITECT WILLIAM 1C ULLER STATE OF WASHINGTON Job Number. 1005-0.032 Date: MAY 159 2015 Principal In Charge: WIWAM FUUa Project Manager. VAHID KHASTOU Drawn By. THOMAS KEANE Sheet Title: SITE PLAN 0 2015 ARCHITECTS Sheet Title: SITE PLAN 0 2015 ARCHITECTS I � I ' v .000.0 R� ' 0 ' ' OP i �AV N W PgR OAN _ - - g ��NE .9 ROP000 E 1 2 3 3.9 4 _ 5 6 6.9 7 DO — — — — — — —------- ---- -- ---_. _ . I �_-- _ _NOT IN SCOPE TOP OF — — _ _ _ — — Bq I i 1 I I 1 /1 611 = 1'-0" O VINYL FLOOR W/ ADA TRANSITION STRIP AT DOOR CMU SHEAR WALL 5' 0 TURNING CIRCLE VINYL FLOOR W/ ADA TRANSITION STRIP AT DOOR 36"X48" CLEAR FLOOR SPACE PLAN 0/ 2X6 FURRED WALL BARRIER FREE GENERAL NOTES The followina shall be reauired in all units noted to be handicaooed accessible on the drawinas: O� I FOR FLOOR STRUCTURE, REFER TO APPROVED STRUCTURAL DRAWING DATED 19/09/2014 UNDER PERMIT NUMBER D11-060 I Thresholds shall be flush or beveled with a maximum edge height of 1/2", and shall not slope more than 1 in 2. The height of accessible water closets shall be 17" to 19" measured to the top of the seat, seats shall not be sprung to return to a lifted position. Lavatory faucets shall be lever type or operable by a closed fist with a force not to exceed 5 pounds. Faucets shall be no more than 17" from the front edge of the lavatory or counter. Self closing valves if used shall remain open for at least 10 seconds per operation. Where mirrors or shelves are provided, at least one shall be installed so that the bottom of the mirror or the top of the shelf is within 40" of the floor. All 2/10 doors shall be provided w/offset hinges such that a 32" minimum clear opening is provided. 1 /4" = 1'-011 1W IN ..: • ,w —. NTERTOP 1MED FOR C.ODEr COMPLIANCE-- APp0,0VED OCT 14 2015 City of TuIIII BUILDING DIVISION TOILET ROOM NOTES STANDARD LANDLORD PROVIDED FIXTURES: 1. FLOOR MTD. TOILET NOTE: TOILET FLR PLAN CONFIGURATIONS 2. WALL MTD. LAVATORY MAY VARY. COORD THIS TOILET AREA 3. EXHAUST FAN (75 CFM MIN. RATING) PLAN W/ FLR PLANS AND PROVIDE AT 4. LIGHTING PER ELECTRICAL DWG'S MIN CLR TYP DIMENSIONS AS SHOWN 6. 4" H COVED BASE 7. GRAB BARS — TO WITHSTAND 250# POINT LOAD 8. ADA REQ'D. DOOR SIGNAGE 9. TOILET PAPER DISPENSER 10. SANITARY NAPKIN DISPENSER 11. LIGHT FIXTURE W/ WALL SWITCH 12. INSULATE OR GUARD EXPOSED DRAIN AND HOT WATER PIPES UNDER THE LAVATORY. TOILET ROOM FINISHES 0 1/4" POLISHED PLATE GLASS MIRROR, MOUNT AT 3'-4" AFF TO BOTTOM. Q PROVIDE PAPER TOWEL DISPENSER BY BOBRICK, #B 2620, MOUNT AT 3'-2" AFF. O TOILET PAPER DISPENSER BY BOBRICK, #13-2888, MOUNT AT 2'-0" AFF TO CENTERLINE, AND 2'-6" FROM REAR WALL. SEAT COVER DISPENSOR USING BOBRICK B-4221 CONTRA SERIES ® SOAP DISPENSER BY BOBRICK, #13-155, MOUNT AT 3'-4" AFF (2 EACH) O GRAB BAR BY BOBRICK, MOUNT AT 2'-11" AFF, (1) 3'-0" LONG BAR AT BACK WALL — HOLD 6" FROM CORNER, (1) 3'-6" LONG BAR AT SIDE WALL — HOLD 12" FROM CORNER. (B490-36 AND B490-42) © WALL & CEILING PAINT: BENJAMINE MOORE #2140-70 "WINTER WHITE" O P—LAM WAINSCOTT TO 4'-0" AFF W/ POLISHED MTL. TRIM EDGE FORMICA #692-58 "FOLKSTONE CELESTA" MATT FINISH ® SEAMLESS VINYL FLOORING W/ INTEGRAL COVE BASE 4" MIN: AZROCK MIPOLAM #4027 r....1r C t.V 1.., 1./ C I'r'Y 0 F: T t) I; VA I L A SEP 3 0 2015 PERMIT CENTER J H H m cn GC O Q a ro a LU H oWc LO 00 O N o (0 a� C) r N 91�Ab� p k�ffiU3Lti,�+fX„"tltt�nftiaf p ti 7 '1N�NYSeG&`&&R9SN&A5 1a 4159 REGISTERED \. ARCHITECT WILLIAM A: FULLER STATE OF WASHINGTON ,per Job Number. 1005-0.OS2 Date: MAY 155 2015 Principal in Charge: WILLIAM FULLER Project Manager. VAHID KHASTOU Drawn By. THOMAS KEANE Sheet Title: FLOOR PLAN Sheet Number A2mO ®20W FULLER -SEARS ARCHITECTS x EVATIOIV UR NWAR I L* --_ (.: E. i "I LE D CITY OF TUKWILA SEP 3 0 2015 PERMIT CENTER T J F H m T z 0 Y W � a � Q CE H oWc L T r CD O N z r N 1 Aa 4159 1 REGISTERED 0 ARCHITECT WILLIAM LLER STATE OF WASHINGTON Job Number. 1005-0.032 Date: MAY 159 2015 Principal In Charge: WIWAM FULLER Project Manager. VAHID KHASTOU Drawn By. THOMAS KEANE Sheet Title: ENLARGED FLOOR PLANS 1 /2" = 1'-0" 1 /4"=1'-0" ®2015 FULLER -SEARS ARCHITECTS 9.29.15 1114-' fal-414 Efoil I filli'll'i'l � I ��� i�� i 1/4"=1'-0" MECH UNIT BODY DAMPENING MATERIAL PER MANUF. FACTORY NAILER STRIP (2X) GALV. MTL FLASHING - TYP. ATTACH TO CURB AS REQ'D BY MANUF. GALV. MTL COUNTER FLASHING - TYP. FACTORY CURB ATTACH PER MANUFACTURER ROOFING MEMBRANE UP & OVER CURB ATTACH ROOF'G TO NAILER AT TOP OF CURB 18" OC, MIN 2 PLACES EA. SIDE SEE STRUCT. FOR TYP. OPENING SUPPORT AND ROOF PENETRATIONS ROOF STRUCTURE ROOF BLOCKING KEY NOTES WGB 2X4 SUSPENDED CEILING GRID AND TILES EXIT LIGHT Cl 0 4" RECESSED LIGHT C3 2' X 4' LED FIXTURE 4 2' X 4' LED FIXTURE (EMERGENCY FIXTURE) (� FOR 10os COMPLIANCE APB 4 20�5 City of TuWla BUILDING 1XV101— I CI E. ME D CITE{ OF TUlf"Vt'ILA SEP 3 0 2015 PERMIT CENTER H H 0 Z W O Y Q a N > - LLJ w t= CC N Lo r r� Iw— O N < \ \ o c0 O) Z r N 4159 REGISTERED ` . ARCHITECT WILLIAM KRLLER STATE OF WASHINGTON Y`��3�C •y' uwY.. Mtlh"` wWwAN'� Pd"dAVP# �'"w wl kw1 (nr v�^yyyyyy $CG� wnttnu�NL+�6Y N9NnP '�wb num � mw. p*�, 1waAaw,. Job Number. 1005-0.032 Date: MAY 159 2015 Principal In Charge: WIWAM FUW]t Project Manager. VAHID KHASTOU Drawn By. THOMAS KEANE Sheet Title: ROOF PLAN & REFLECTED CEILING PLAN Sheet Number IF I , "A ........... 1 /4"=1'-0" 1 "=1'-0" I FURER•SEARS ARCHITECTS DOOR FRAME HARDWARE REMARKS NOTES Door # Door Size (WxH) Type Thickness Label Matl. Finish Color Mati. Finish Color Group # 100 T-0" x T-O" B By Manuf. - Wood Paint Wood Paint HW- Solid core interior door 1,2 101 4'-0" x T-O" A By Manuf. - Wood Paint Wood Paint HW- bifold closet door 1,2 102 3'-0" x 7'-0" B By Manuf. - Wood Paint Wood Paint HW- Solid core interior door 1,2 103 3'4' x 7'-0" B By Manuf. - Wood Paint Wood Paint HW- Solid core interior door 1,2 104 3'-0" x T-0" B By Manuf. - Wood Paint Wood Paint HW- Solid core interior door 1,2,3,6,8,9 e ' o „ 106 3'-0" x T-O" B By Manuf. - Wood Paint Wood Paint HW- Solid core interior door 1,2 1 Verify size/verify header 2 Hardware by manufacturer. 3 Provide closer to allow 3 seconds to close from open position. Measure from position of 70 degrees. 4 Floor mtd. door stop. 5 Pre -hung hollow core. NTS EL +14'-0" _� T.O. LEVEL 2 F.F. EL +11'-0" _ A.C.T. EL +0' T.O. CONC. SLAB to Devooraingkea Dy 6 Provide lock 7 Provide heavy gauge hinges 8 Door knob to be ADA approved lever action handle. 9 Apply ADA approved tactile grit to hazard area entry door knob 10 Provide lock and hold -open only (for employee use only) In LINE OF UNDERSI[ OF ROOF 4'-0" M 6. 1 /4" = 1'-011 CV 9.29.15 V_n" 41 2" DEEP DEFLECTION CHANNEL CEILING PER TENANT. 4'-0" 0 CV 0 i CV / 1 9.29.15 SLOPING WALL 42" HIGH ABOVE STAIRS, TYP, EL. 14'-0" MEZZANINE CONTINUE AND TURN I-ANDRAIL AT CORNER EL. 9'-4" T.O. LANDING STAIR LANDING: I I 3'-6" I T \� / ____________� _ MEZZANINELFLOOR i�l 1�11�11�11�J 1�11�)1�11�11�11�J 1�11�)1�11�1 t�l h)1�11�11�11�J 1�1 t�11�J 1�J 1�1 t�J 1�1 t�J 1 1�11�1 _ 11 If 11 )l 1 — — — — — WALL OF RESTROOM BEYOND I RESTROOM CEILING I I STRUCTURE BEYOND WD POSTS PER STRUCT. (PAINT) STAIR FRAMING PER STRUCTURAL 0 1 1/2" DIA HANDRAIL ATTACHED TO WALL PROVIDE BLOCKING AS NEEDED PAINT COLOR TO BE DETERMINED BY TENANT FRONT COUNTER ELEVATION 4 TYP. WALL Co"ONDITION 1 /4"=1'-011 1 /2"=1'-011 figure 2 Lateral Farce Bracing (figures 2 and S) Hanger (Suspension) Wires (figures 5a and 5b) figure 5a FIELD TECHNICAL INFORMATION Lateral force Bracing • Cellin constructed of lath and plastic or Ceilings gypsum board, screw or nail art- * Hanger and perimeter wires must be plumb within 1 In 6 unless (figure �) Application recommendations for work at the wall or ceiling tached to suspended members that support: a oNling on one level extending counter sloping wires are provided (figure 5b). scarce: ASUI C 636 soollon 2.1 A from wall to wall shall be exempt from the lateral force bracing requirements, * Hanger wires shall be 12 gage and spaced 4 feet on center or 10 gage • p +� �4V or r r :_!$° Cr Ip79 gourd: CISCA zones 3-4 spaced 9 iflet on fSnter. Source: AaTlvl C 636 / Suspension Systems for Acoustical L,' yen Ceilings � + Lateral force bracing is the use of vertical struts (compression posts) and *Any connection device r. the supporting construction shall be capable t� car - Seismic Design Categories Ds F ForSplc li g areasee s exceeding ). rying not lass than 100 pounds. S=oo: CISCA zonese-4 • 1plalti + For ceiling erase exceeding 1,OD0 square fast, horizontal restraint of the tail- * Powder -driven shct4n anchors (PAFs) are an approved method of attachment aN Cr ILF7 : }d3° rr laea y erg ing to the structural system (lateral force tracing) shall be provided.Sourco; for hangar Wires, Source: Stag of Oregon, Building Codas Division ASCS 7-05 section 13:,3.6.2.o ti2 • Terminal ends of each main beam and crass tee must be supported within 8 - — * Lateral Force Bracing shall be 12 feat on center (maximum) and begin no Inches of each wall with a perimeterwire (see figure 4 U b), Source: CISCA zones 3-4 fir than 6 feet from walls. source: CISCA Seismic bones 3.4 o lea® toy ruin beam * Wires shall not attach to or bend around interfering material car equipment, A figure 5b Cnunterelopling • This document has been revised • Seismic: splay wires are to be four 12 gage wires attached to the main beam. trapeze or equivalent device shall be used where obstructions preclude direct Wires are arrayed 900 from each other and at an angle not exceeding 460 from se based on current Building Code ! pension. Trapeze ze suspensions shall be a minimum of back-to-back 1 /a inch figure 3 the plane of the calling, Source: CISCA Seismic 3onas 3-4 cold -rolled channels forspans exceeding 48 inches. Source; CISCA zones 3.4 '\ standards. In all buildings, other than I Maximum Recommended Lengths for + Seismic splay wires shall be attached to the grid and to the structure in such j Vertical Struts a manner that they can support a design load of not less than 200 pounds or Electrical fixtures structures classified as essential the actltal design load, with a safety fader ofi 2, whichever is rester (figure • Light fixtures weighing less than 10 g g 9 pounds $hall have one 12 gaga hanger e ® 6b). Source; -CISCA zones 3.4 wire connected from the fixture to the structure above. This wire may be slack. i facilities, suspended ceilings installed --- -. y, ° n r Source: CISCA seismic canes 3 1 • Powder -driven shot -in -anchors (PAF s), when used for seismic application p + Light fixtures wed in accordance with the prescriptive as part of the prescriptive path in !° EMT conduit uto l;' 10" Seismic design Categories D, E and F, shall g shine more than 10 pounds and less than i�B lbs. Shall have " EMT conduit up to 718° have an 100-ES approval for seismic applications and shall require "special two 12 gage wires attached at opposing corners of the light fixture to the provisions of the 401 document are i Inspection" irrespective of the type of occupancy category the structure is In. structure above. These wires may be slack. Source: CISCA Seismic zones 3-4, deemed to comply with the current i 1' EMT conduit up to 9' 9" PAF anchors for kicker wires (splayed wires installed for purposes other than • Light Fixtures weighing more than 8B lbs. shall be supported directly from the figure ea seismic restraint) are exempt from this requirement. Source: state of oregIon, Rvilding structure above. These wires must be taut. Source: CISCA Selsr'nlo zones 3-4 building code interpretation. i ® Codes Divlaslon * Pendant mounted fixtures shall be directly supported from the structure above V*rnoar WMiwv rr* ar ttaohm nt Single 1 %" metal stud (20 gauge) up to 12' 0" ' Splay wires are to be within 2 inches of the connection of the vertical strut to using a 9 gage wire or an approved alternate eupport without using the telling - suspended calling. Source; CISCA Ssismlo zones 3-4 suspension system for direct support. Sources: CISCA Selsmic zones 3-4 This document provides the IBC-2009 Back-to-back 1 Ole metal stud rap t4 l fi' 0' . sr�,olur�l sonar i Rigid bracing may be used in lieu of splay wirer. source: ASCE ectlon 13.5,012.2 c *Tandem fixtures may utilize common wires. L� (20 gauge) Va. referenced standards for the \ +Ceilings with plenums less than 12 inches to structure are not required to Carr"g clip 1\� Single 2 'A'metal stud (20 gauge) up to 13' 6' have lateral force bracing. source; Portisnd Building Dept invent Mechanical Services installation of suspension systems i VerNoal strata must be *Terminals or services weighing 20 ibis. but not more then 55 lbs. must have two � positively attached to the suspension systems and the Back-to-back 2 YV metal stud up to 15' 0' 12 gage wires connecting there to the ceiling system hangers or the structure for acoustical lay ceilings. General Recommendations structure ebcve. Source: CISCA.- above. These wires may be slack. Source: CISCA Seismic zones 34 uflrt re na -cr Mmn (2i5 getup) Y rh;- , • Referenced sources per hierarchy: 2009180 (International Building Code), + The vertical strut may be EMT conduit, metal etude or a proprietary compres- *Terminals or services weighing independently Incorporation of this document will Source: Porti nd Building Department 9 ' g more than Erl3 lbs, must be nd erttl American Society of Testing Materials (ASTM O t331;, ASTM C �838, ASTM slop post (sae figure 3). pro vi de a more uniform standard E 5880IE 580M), American Society of Civil Engineers (ASCE 7-05) and Cell- Note., Panvn7 areas grea1v than 16'0" will require a �cneering supported directly figure6b free and Interior Systems Construction Association (CISCA), carculolors Well Moldings (figures 4a and 4b) CISCA Selmic zonn 3-4 for installation and inspection. This * Partitions that are tied to the ceiling and all partitions greater than 6 feet in • Wall moldings (parameter closure angles) are required to have a (horizontal Seismic Separation Joints {figure 7) SjUY*d$mlamin bna3*oingtivlre wttmphmwit height shell be laterally braced to the structure. Bracing shall be indepen- figure Aa flange 2 inches wide. One and of the ceiling grid shall be attached to the wall • For calling areas exceeding2,500 square feet,a seismic separation joint car full crll•in airy, , — ; M document is designed to accomplish source: Attached Wall Molding Requirements molding, the other and shall have a $A inch clearance from the wall and free to p dent of the dealing splay bracing system. ou . AscE 7-o5 seovon 13, 3,$.1 v height wall partition that breaks the ceiling shall be provided unless analyses w Slide. Source: ASCE 7-45 section 13.b.6,R.2 b t•Strurtdr�il the intent of the International • For further Informatlon on bracing of non -load bearing partitions refer to a - • are performed of the ceilings bracing system, closure angles and penetrations Where substantiating documentation has been provided to the local urisdic- to provide sufficient clearance. source: ASCE 7-05 section sactlon 13.6.6.a,2 d Nicol strap + v,l s a x , I�shp x NWCB technical document #200-501. mn�rm"m s^ rzos,r.") %1 p I p �. , i goer r11(P(P54Pi Building Code (IBC) with regard * 7- tion, perimeter cllpa may be used to satisfy requirements for the 2-Inch •The layout and location of the seismic separation joint shall be per the design- c turnii All main beams are to be Heavy Duty (HD), source: ASCE . 05 section 7 S.S,s. a closure angle. Souroe: State or Oregon, Building Codes Division to the requirements for seismic er of record and Hated on the plans. if a seismic separation joint Is required by q * All cross tees shall be capable of :carrying the design load without exceed- fi ° + The grid shall be attached at two adjacent wails (pop rivets or approved meth- the designer, the designer may use the generic joint detailed in this document r design category D, E and F for Ing deflection equal to 1/360 of Its span. Soures CISCA zoned 3.4 od). Soffits extending to a point .at least level with the bottom plane of the grid or a proprietary jcalnt. The amount of free movement (gap design) shall be a • These recommendations are intended ' • and Independently supported and laterally braced to the structure above are minimum of 2A Inch. Sourco: State of Oregon, Building Codes omsion suspended ceilings and related items. for +suspender! ceilings Including grad, S �' `tea %o deemed to be equivalent to walls. scuroe: stata of oregon, Building Codes Divsaion * In lieu of seiarric separation joints, the ceiling may be divided into areas leas figure 7 Unless supported by engineering, piand or tile, light fixtures ,and air `°` Spreader Bess (figure 4b) than 2500 square feet by the use of partitions or soffits as follows: partitions shall terminals weighing no more the 4 lbs. extend a minimum of 6 Inches above the level of the plane of the grist and shall Spreader (spacer) bars shall be used to prevent the ends of the main beams the suspension system shall be per square loot. source. ASCE 7.05 seotaon figure 4b , be independently braced to the structure above. Soi`flts shall extend to a point at t d ancross teas at perimeter wells from spreading open during a seismic event. Unattached Wall Molding Requirements least level with the bottom plane of the grid and shall be Independently supported I Perimeter wires shall not be in lieu of spreader bare. S�ourae; CISCA 6elsmlo zones installed per these_ requirements. maximum 3" -_ and laterally braced to the structure above, Source: s:ate of Oraga, solidi ng codes Di�isirn (76mm) •All wire ties are to be three tight turns 1 3-4 around itself within thine inches. '11rie9ve mrtelm�m a2o'':; � • * Other than partitions and soffits, seismic joints may not be used as part of a Manufacturers' recommendations - -�� r Spreader bare ar+e not required at perimeters where runners are attached fire rated callingassembly unless substantiating documentation is provided. gage Hanger wire spaced 4 foot on can- � � directly to closure angles, Y 9 p — - should be followed where applicable. ter (figure 1). scwras: ASTM C esa item a,3,a • Source: State of Oregon Building Codes ]Division ` . x Wire tying Is an acceptable alternative to spreader bars. + Changes in calling planes will require 0� ° U b. _Sgt��l °'"1� *Spreader bars are rat required if a 60 elegise interesting dross or main is Sprinklers --- �" �''1�� figure r positive bracing. m „r,;n� ;.P„ within B Inches of the perimeter wall, For ceilings without rigid bracing, sprinkler head penetrations shall have a 2 Inch t f Scums: ASCE 7.0,5 i3,5,6.? a f minim.^ a .,=11 >� # overslz�e ring, sleeve or adapter through the ceiling tits to allow free movement of atFlorge Why substantiating documentation has been provided to the local jurisdiction, least 1 Inch In all horizontal directions. Flexible head design that can accommodateR„R�R`� Pit perimeter clips may be used to satisfy the requirements for spreader bars. ,0. Source: State of {began. Building Codes Division 1 Inch free movement shell be permitted as an alternate. Source: ASCE 7.05 IaS.622 a NORTHWEST WALL & CEILIN13 BUREAU SUSPENSION SYSTEMS FOR ACOUSTICAL LAY IN CEILINGS NORTHWEST WALL & CEILING BUREAU • SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS NORTHWEST WALL & CEILING BUREAU • SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS I I I „nn,nn en rr.,nr -rr HE WALL RD, TYP. MIL .L )RAIL \LL IG TO THE WALL IARD, TYP. 1 LAYER TYPE "X" GWB W1 6" MTL STUDS PER STRUCTURAL 1 LAYER TYPE "X" GWB ADD R-21 BATT INSULATION AT RESTRROMS 1 LAYER TYPE "X" GWB W2 3-5/8" MTL STUDS PER STRUCTURAL 1 LAYER TYPE "X" GWB INTERIOR PARTITION WALL 5/8" GWB W3 8" METAL STUDS PER STRUCTURAL R-21 BATT INSULATION 5/8" GWB FLOOR SECOND FLOOR ASSEMBLY: ' - 3/4" PLYWOOD DECKING PER R 1 STRUCTURAL MT WOOD FLOOR TRUSSES PER STRUCTURAL R-21 BATT INSULLATION CEILING 4, WAl i�1!wY LL �._, r ... i 1�n.a.0 t ��� ww ., B . 1 /21f = 1'-0" NOTES: 1. WHERE CEILING AREA IS LESS THAN 144 SF NO LATERAL RESTRAINT SYSTEM ASSEMBLIES REQUIRED. 2. WHERE CEILING AREA EXCEEDS 144 SF & IS LESS THAN 1,000 SF, LATERAL RESTRAINT SYSTEM, PERIMETER ASSEMBLY REQUIRED. 3 WHERE CEILING AREA EXCEEDS 1 000 SF Q. J H F_ m N (— r Z W Y — IL 62 H X T \ 00 0) W O N o W 0) z r N C u'qu�nr�,rru�. �•=tea _ ,I 4159 REGISTERED \. ARCHITECT IMLLIAM A' FOLLER STATE OF WASHINGMN , IS LESS THAN 2,500 SF LATERAL RESTRAINT SYSTEM, PERIMETER ASSEMBLY, BRACING & VERTICAL STRUT ASSEMBLY REQUIRED. 4. WHERE CEILING AREA EXCEEDS 2,500 SF, LATERAL RESTRAINT SYSTEM, PERIMETER ASSEMBLY, BRACING & VERTICAL STRUT ASSEMBLY SEPARATION JOINT REQUIRED. 5. LATERAL RESTRAINT BRACING & VERTICAL STRUT SYSTEM TO START WITHIN 6'-0" OF WALL IN EITHER DIRECTION. ■ 6. LATERAL RESTRAINT VERTICAL SUSPENSION & SPLAY WIRES TO HAVE A MINIMUM OF 3 TURNS IN 1" OF RUN. 8" MAXIMUM in 3/4 MINIMUM MMIN 1-1/4" MAXIMUM MM gm /@ UN -SECURED CONDITION LATERAL RESTRAINT 12 GAGE VERTICA REVEWED FOR SIM SUSPENSION WIRE @ MAIN & CROSS CODE COMPLIANCE RUNNERS @ PERIMETER & NOT LESS APPROVED — THAN 1 IN 6 (10 DEGREES) OUT OF CD PLUMB OCT 14 2015 ACOUSTICAL CEILING PANEL City of Tukwila 2 LATERAL RESTRAINT STABILIZER BAR BUILDING DIVISION MAIN & CROSS RUNNER ASSEMBLIES LATERAL RESTRAINT PERIMETER ANGLE ATTACHED TO MAIN & CROSS RUNNER ASSEMBLIES @ (2) ADJACENT WALLS LATERAL RESTRAINT, PERIMETER ASSEMBLY: SECTION LATERAL RESTRAINT VERTICAL STRUT (EMT OR METAL STUD) @ 12'-0" O.C. IN EACH DIRECTION r - LATERAL RESTRAINT BRACING 12 GAGE SPLAY WIRE @ EACH VERTICAL STRUT, TYPICAL l I i'i �: � • IC i 'i t.� i J C1T1r' 01= TUi;�Ar1LA I I I SEp 3 0 2015 Sheet Number. I I I I I 4 PICA. PERMIT CENTER A2m3® 20W FULIER-SEARS ARCHITECTS MAIN & CROSS RUNNER ASSEMBLIES LATERAL RESTRAINT PERIMETER ANGLE ATTACHED TO MAIN & CROSS RUNNER ASSEMBLIES @ (2) ADJACENT WALLS LATERAL RESTRAINT, PERIMETER ASSEMBLY: SECTION LATERAL RESTRAINT VERTICAL STRUT (EMT OR METAL STUD) @ 12'-0" O.C. IN EACH DIRECTION r - LATERAL RESTRAINT BRACING 12 GAGE SPLAY WIRE @ EACH VERTICAL STRUT, TYPICAL l I i'i �: � • IC i 'i t.� i J C1T1r' 01= TUi;�Ar1LA I I I SEp 3 0 2015 Sheet Number. I I I I I 4 PICA. PERMIT CENTER A2m3® 20W FULIER-SEARS ARCHITECTS ti_. 'to 3" 0E N wE R A L N 0 T E S 1. POST BUILDING ADDRESS SIGN ON FRONT OF BUILDING AS REQUIRED BY BUILDING OFFICIAL. COORDINATE WITH ARCHITECT. 2. CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY, PROTECTION OF PROPERTY AND THE LIKE DURING THE PERFORMANCE OF THE WORK, 3. THE CONTRACTOR IS REQUIRED TO COMPLY WITH ALL APPLICABLE REGULATIONS AND CODES OF THE GOVERNING AUTHORITIES AND OWNERS. 4. PROVIDE METHODS, MEANS AND FACILITIES REQUIRED TO PREVENT CONTAMINATION OF SOIL, WATER OR ATMOSPHERE. 5. INSURE MINIMUM INTERFERENCE WITH EXISTING ROADS, STREETS, SIDEWALKS, PARKING FACILITIES AND ADJACENT FACILITIES. DO NOT CLOSE OR OBSTRUCT WITHOUT PRIOR APPROVAL. 6. ALL SALVAGE WILL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS NOTED OTHERWISE (UNO). PROMPTLY REMOVE FROM SITE AND LEGALLY DISPOSE OF ALL SAID MATERIAL AT CONTRACTOR'S EXPENSE. 7. DIMENSIONS ARE TO: - FACE OF MASONRY OR CONCRETE, CENTER LINE OF COLUMNS, FACE OF STUD, OR FACE OF MULLION UNLESS NOTED OTHERWISE. - DIMENSIONS INDICATED CLEAR (CLR) ARE TO FINISH FACE. - DIMENSIONS TO DOOR AND WINDOW OPENINGS ARE ROUGH MASONRY OPENINGS UNO. - ALL MASONRY DIMENSIONS ARE NOMINAL. 8. SCRIBE GYPSUM BOARD OF WALLS AND PARTITIONS TO IRREGULARITIES OF STRUCTURE OR DECK ABOVE AND SEAL TIGHTLY AROUND ALL PENETRATIONS. 9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S WORK AND/OR SUPPLIED ITEMS THAT ARE "FURNISHED BY THE OWNER AND INSTALLED BY THE CONTRACTOR" OR "NOT IN CONTRACT" (NIC), BUT ARE ATTACHED TO CONTRACTOR'S WORK. 10. ALL RAMPS TO HAVE MAXIMUM 1:12 SLOPE. RAMPS WITH SLOPE OF 1:20 OR GREATER TO HAVE HANDRAILS PER WASHINGTON STATE HANDICAP CODE. 11. ALL STAIRS TO HAVE MINIMUM 11" TREADS AND MAXIMUM 7" RISERS, UNO. 12. MINIMUM ROOF SLOPE SHALL BE 1/4"=V-0". _ 13. CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE DRAWINGS AND SPECIFICATIONS AND WITH THE NOTIFICATION OF THE ARCHITECT OF ANY DISCREPENCIES WITHIN THE DOCUMENTS AND THE SCOPE OF WORK. CONTRACTOR IS RESPONSIBLE TO COORDINATE ANY AND ALL REVISIONS TO THE DRAWINGS. 14. FIRE EXTINGUISHERS TO BE LOCATED PER FIRE MARSHALL'S DIRECTION. AS REQ'D. 15. ALL ROUGH -INS SHALL BE APPROVED PRIOR TO FRAMING INSPECTION. 16. PROVIDE ONE 2A-10BC FIRE EXTINGUISHER PER 3,000 SQ.FT. OR EACH 75' OF TRAVEL DISTANCE, AS REQUIRED BY FIRE MARSHALL. 17. EXIT LIGHTING SHALL BE PROVIDED WHEN TWO EXITS ARE REQUIRED. THE EMERGENCY SYSTEM SHALL BE SUPPLIED BY A SEPARATE SOURCE OF POWER AND HAVE AN EMERGENCY BACK UP SYSTEM. EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH EMERGENCY LIGHTING HAVING THE INTENSITY OF NOT LESS THAN 1 FOOT CANDLE AT FLOOR LEVEL. IBC SECTION 1006.3. 18. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 19. EXCEPTION: KEY -LOCKING HARDWARE MAY BE USED ON THE MAIN EXIT WHEN THE MAIN EXIT CONSISTS OF A SINGLE DOOR OR PAIR OF DOORS IF THERE IS A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." THE SIGN SHALL BE IN LETTERS NO LESS THAN 1 INCH HIGH ON CONTRASTING BACKGROUND. WHEN LOCKED, THE SINGLE DOOR OR BOTH LEAVES OF A PAIR OF DOORS MUST BE FREE TO SWING WITHOUT OPERATION OF ANY LATCHING DEVICE. 20. TRASH DUMPSTERS AND COMPACTORS SHALL BE PROVIDED WITH RUBBER WHEELS N.I.C. 21. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS AND ROOFS; AND ALL OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. irrUVA, insk'] #ATI E IW rInb 22. BUILDING INSULATION SHALL BE PROVIDED AS INDICATED IN DWGS. W/ R VALUES PER ENERGY CALCULATIONS. 23. EVERY HANDICAPPED PARKING SPACE SHALL BE IDENTIFIED BY A SIGN CENTERED ON THE STALL. THE BOTTOM OF THE SIGN NEEDS TO BE 60 INCHES ABOVE THE PARKING SURFACE, AT THE HEAD OF THE PARKING SPACE. THE SIGN SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESS AND THE PHRASE "STATE DISABLED PARKING PERMIT REQUIRED". PROVISION UNDER SITE DEVELOPMENT PERMIT. 24. THIS DRAWING IS AN INSTRUMENT OF SERVICE ONLY. THE COPYRIGHT TO THIS DRAWING BELONGS TO THE ARCHITECT. NO PERSON MAY USE THIS DRAWING FOR ANY PURPOSE OTHER THAN THE INTENDED ORIGINAL PURPOSE FOR THE ORIGINAL CLIENT. THIS DRAWING MAY NOT BE REPRODUCED IN WHOLE OR IN PART, IN ANY MANNER OR STORED IN ANY FORM FOR REPRODUCTION WITHOUT THE EXPRESS PERMISSION OF THE ARCHITECT. NO VALUE SHOULD BE SCALED AND ALL VALUES SHOULD BE CHECKED AGAINST FIELD VALUES AND/OR CHECKED WITH THE ARCHITECT. IF ANY VALUES IS FOUND TO BE INCORRECT OR INVALID, THEN IT IS THE RESPONSIBILITY OF THE USER TO INFORM THE ARCHITECT AND TO OBTAIN THE CORRECT VALUE FROM THE ARCHITECT PRIOR TO ACTING. 25. PER W.S.E.C. SECTION 1416.3.2 ACCEPTANCE: FINAL CERTIFICATE OF OCCUPANCY SHALL NOT BE ISSUED UNTIL THE BUILDING OFFICIAL DETERMINES THAT THE PRELIMINARY COMMISSIONING REPORT REQUIRED BY SECTION 1416.2.6.2 HAS BEEN COMPLETED. IF THIS DRAWING WAS CREATED AND/OR TRANSFERRED ON ELECTRONIC MEDIA TO ANY OTHER PERSON OR BODY, THEN THE USER SHOULD BE AWARE THAT THE DRAWING MAY HAVE BEEN ALTERED AFTER ISSUE BY THE ARCHITECT. THE ONLY ORIGINAL OF THIS DRAWING RESIDES IN THE FILES OF THE ARCHITECT, AND SHALL TAKE PRECEDENT OVER ALL COPIES, PAPER OR ELECTRONIC. THIS DRAWING MAY CONTAIN MATERIAL WHICH WAS PROVIDED FOR INFORMATION ONLY TO THE ARCHITECT BY THE CLIENT OR CLIENTS CONSULTANTS. THE ARCHITECT ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OR THE COMPLETENESS OF THIS MATERIAL. IF VALUES IN THE DRAWING ARE FOUND TO BE CRITICAL TO THE SCOPE OF WORK, THEN THE USER IS ADVISED TO REFER BACK TO THE ORIGINAL MATERIALS IN THE HANDS OF THE CLIENT. IF URE CODE FIRE ADDRESS: APPROVED ADDRESS SHALL BE PROVIDED FOR ALL BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. FIRE ADDRESS/TEMPORARY: TEMPORARY ADDRESSING IS REQUIRED DURING CONSTRUCTION SHALL BE VISIBLE FROM THE STREET. FIRE KNOX BOX: IF THE BUILDING OR SUITE HAS A FIRE PROTECTION SYSTEM, A KNOX BOX SHALL BE INSTALLED IN AN APPROVED LOCATION AND ALL REQUIRED KEYS SHALL BE ON SITE FOR LOCK UP PRIOR TO BUILDING FIRE FINAL. FIRE OCCUPANT LOAD: OCCUPANT LOAD SHALL BE POSTED IN A CONSPICUOUS LOCATION AT OR AROUND THE MAIN EXIT. PORTABLE FIRE EXTINGUISHER: PORTABLE FIRE EXTINGUISHER WILL BE REQUIRED DURING CONSTRUCTION AND INSTALLED FOR FINAL INSPECTION. CLASS 2A 1OBC TYPE IS/ARE REQUIRED. PLEASE MOUNT THE EXTINGUISHER(S) IN A CONSPICUOUS LOCATION APPROVED BY THE FIRE DEPARTMENT AND LOCATE THE EXTINGUISHERS) SO THAT THE TRAVEL DISTANCE FROM ANY POINT IN SPACE DOES NOT EXCEED 75 FEET TO AN EXTINGUISHER. (THE DISTANCE BETWEEN EXTINGUISHERS CAN BE 150 FEET). FIRE SPRINKLER SYSTEM: STRUCTURE SHALL HAVE A FIRE SPRINKLER INSTALLED PER NFPA AND EASTSIDE FIRE & RESCUE REQUIREMENTS. SUBMIT FOR A FIRE PERMIT. A1114111" 41-MIT0 �Til AC ACCOUSTIC FIXT FIXTURE OD OUTSIDE DIAMETER EXISTING BUILDING- NO CHANGES TO BUILDING ENVELOPE. ADD ADDENDUM FL FLASHING OFS OVERFLOW ADD'N ADDITION FLR FLOOR SCUPPER ABC AGGREGATE BASE F.D. FLOOR DRAIN OFD OVERFLOW DRAIN COURSE FLUOR FLUORESCENT - AGG AGGREGATE FTG FOOTING PARA PARAPET A/C AIR CONDITIONING FND FOUNDATION PTD PAINTED AL ALUMINIUM FIR FRAME PG PAGE ALT ALTERNATE FHC FIRE HOSE CABINET PR PAIR AB ANCHOR BOLT FV FIELD VERIFY PNL PANEL ABV ABOVE PTN PARTITION & AND GA GAUGE d PENNY ARCH ARCHITECT GI GALVANIZED IRON PL PLATE ASP ASPHALT GL GLASS PLBG PLUMBING GD GRADE PLYWD PLYWOOD BSMT BASEMENT GYP GYPSUM PT POINT BM BEAM GWB GYPSUM WALL PSI POUNDS PER BEL BELOW BOARD SQUARE INCH B.M. BENCHMARK GRND GROUND PSF POUNDS PER BLKG BLOCKING SQUARE FOOT BD BOARD HR HANDRAIL PC PRECAST BO BOTTOM OF HDN HARDENER PL PROPERTY LINE BLDG BUILDING HDW HARDWARE HDWD HARDWOOD R RADIUS CABT CABINET HTR HEATER REG REGISTER C.I.P. CAST IN PLACE HT HEIGHT REQ'D REQUIRED C.B. CATCH BASIN HP HIGH POINT REV REVISION CLG CEILING H.M. HOLLOW METAL RD ROOF DRAIN CEM CEMENT HORIZ HORIZONTAL RFG ROOFING CG CENTIGRAM HB HOSE BIB RM ROOM CL CENTER LINE HW HOT WATER RGH ROUGH CER CERAMIC RD ROUND C.T. CERAMIC TILE IN INCH CHAN. CHANNEL ID INSIDE DIAMETER SCR SCREW CLR CLEAR INSUL INSULATION SECT SECTION C.O. CLEAN OUT INT INTERIOR SEL SELECT CLOS CLOSET INV INVERT SHT SHEET COL COLUMN SDG SIDING CONC CONCRETE JAN JANITOR SIM SIMILAR CONN CONNECTION JT JOINT SLOG SLIDING SYMBOLS CONST CONSTRUCTION JST JOIST SM SMOOTH CJ. CONTROL JOINT SPEC SPECIFICATION _ CONSTRUCTION JOINT KP KICK PLATE SPL SPLASH CONT CONTINUOUS SQ SQUARE GRID LINE- CONTR CONTRACTOR LAM LAMINATED STD STANDARD COR'G CORRUGATED LDG LANDING SS STAINLESS STEEL CTR COUNTER LAV LAVATORY STRUC STRUCTURE CTSK COUNTERSINK LG LENGTH SUSP SUSPENDED NAME CMU CONCRETE LOC LOCATION SWBD SWITCHBOARD DRAWING TITLE MASONRY UNIT LT LIGHT SCALE CMS CORRUGATED LWC LIGHT WEIGHT TC TOP OF CURB METAL SIDING CONCRETE TG TEMPERED GLASS LVR LOUVER T.O. TOP OF X SHEET # D.A. DAMP PROOFING LOC LOCATION T.S. TUBE STEEL DIAG DIAGONAL TSD TOP OF STEEL EXTERIOR X INTERIOR X X. X DIAM DIAMETER MO MASONRY OPENING DECK ELEVATION KEY A4.X ELEVATION KEY X DIM DIMENSION MATL MATERIAL TYP TYPICAL DISP DISPENSER MFR MANUFACTURER DWL DOWEL MAX MAXIMUM U.N.O. UNLESS NOTED X DN DOWN MCJ MAS CNTRL JNT OTHERWISE DETAIL X ENLARGED AX.X D.S. DOWNSPOUT MECH MECHANICAL U.N.P. UNDER SEPARATE REFERENCE AX.X PLAN DWG DRAWING MET METAL PERMIT 1 MTL METAL X , EA EACH ML METAL LATH V VENT ` _ _ .► EL ELECTRIC MID MIDWAY / MIDDLE VERT VERTICAL AX.X w EDF ELECTRIC DRINKING MIN MINIMUM VEST VESTIBULE FOUNTAIN MLDG MOULDING VCT VINYL COMPOSITION _Building Identifier: A Applicable Code: IBC 2012 Editi Site Area: 3.3 ACRES !Zoning: C/LI 'Occupancy Groups (Future tenants): B :Mixed Use Class Non Separated Construction: Type VB Height 32 ft+/- (highest Number of Stories Two Wind Exposure / Seismic Zone NIA, Existing Stn Proposed Building Uses/Exits Required Area Tenant 1 - warehouse 20,002 Tenant 1 -main floor office 1,058 Total 1st floor 21,060 Tenant 1 -warehouse 961 Total Mezzanine 961 TOTAL 22,021 •� �., � �� 3'"� ��e s � I q s��"fit, d � "+� �.. ,. „.=d � � , GROSS AREA LOAD FACTOR TOTAL OCC. LOAD LOAD M/F WAREHOUSE 20963.0 500 SF 41.93 / 2= 20.96 OFFICE 1058.0 100 SF 10.58 / 2= 5.29 TOTALI 26.25 WAREHOUSE PER TABLE 2902.1: WC (MALE & FEMALE): 1 PER 100 LAVATORIES: 1 PER 100 OFFICE PER TABLE 2902.1: WC (MALE & FEMALE): 1 PER 25 LAVATORIES: 1 PER 40 WATER CLOSETS LAVATORIES MALE FEMALE REQUIRED: 1 1 2 PROVIDED: 1 1 2 EXISTING BUILDING- PARKING REVIEWED AS PART OF SHELL AND CORE PERMIT. SCOPE OF WORK ADDITION OF OFFICE SPACE FOR TENANT IMPROVEMENT, INCLUDING FOYER, CLOSET, CONFERENCE ROOM, RESTROOMS AND A MEZZANINE FOR STORAGE. f iFY,1_ 4 ARCHITECTURAL AO.1 COVER SHEET A1.0 SITE PLAN & DETAILS A2.0 FLOOR PLAN A2.1 ENLARGED FLOOR PLANS A2.2 ROOF PLAN A2.3 SECTION, WALL TYPES & DETAILS Owner: A & B Properties 6102 52ND AVE S Seattle, WA - 98118 contact: Louie Sanft Louie.sanftP.att.net Architect: Fuller/Sears Architects 1411 Fourth Avenuem, Suite 12 Seattle, WA 98101 206 682 6170 contact: Vahid Khastou V Khastou(c-Dfullersears.com General Contractor: JR Abbott Construction 3408 1 st Ave S, Ste 101 Seattle, WA 98134 206 467 8500 contact: Marc Parsons m parson s@ jrabbott.com i tl' x t £. t F C ?; PLUMBING ELECTRICAL REVISIONS No changes shall be made to the scope of trVark without prior approval of Tok,oiYa Building Division. 'r=iavisjOrts will require a new plan submittal and may include additional plan review fees. E PA! l -I E PERMff PEOUg' QED FOR: bhanical �Icctrical numbing MIGas Piping ORy of Tukwila IIJI . DING DIVISION AgaVVED FOR C .CMPLIANCFE M�', APPROVED r JUL 2 2 2015 'T 's t I`LDING DIVISION 0 ELEV ELEVATION MULL MULLION TILE EQ EQUAL NG NATURAL GRADE WWM WELDED WIRE MESH WALL SECTION yellX BUILDING X X EQUIP EQUIPMENT A5.X SECTION A4.0 A4.0 M EXH EXHAUST NOM NOMINAL WC WATER CLOSET AW EXP EXPANSION N.I.C. NOT IN CONTRACT WH WATER HEATER EJ EXPANSION JOINT 0/ OVER WF WIDE FLANGE Z EXIST EXISTING OBS OBSERVE W/ WITH DOOR NUMBER 101 WINDOW TYPE HO OC ON CENTER W/O WITHOUT FT FEET OPG OPENING FIN FINISH OA OVERALL WALL TYPE W1 FINISH TAGLn X-X I I I RECEIVED CITY OF TUKWILA JUN 1.0 2015 PERMIT CENTER J H N F- cn CC W � a Q r O O w <O o O O Z r waaauaw.��ixn� �,akz�nua 7 �Esu�xg53 ) 'nEga'aq%Waq d&6Sw'3t:4!!vtl �k':GeW1NJ't+�vwzYVy?r1Jz iJ2.,`?;;�`A! iiieklt"Y..':ft".bq'?;YP�53`,`A`L d"1��"y6 v� N&t Yi i&:gei'YaYvkIC11"rfi4f LCOt�?igUn� X'�4�Y':kYbgh�. ` n Y ft" _ 4159 VREGISTERED 116-1- ARCHITECT t FULLER INGTON wh Job Number. 1005-0.032 Date: MAY 159 2015 alIn Charge: WLUAM FULLER tManager. r VAHID KHASTOU By. THOMAS KEANE Sheet Title: COVER SHEET Sheet Number AOm�� 2015 FUUfR•SEW ARCHITECTS Is 1 /32" = 1'-0" 4 4 O TOP OF RIVER BANK O o G 75t, 25\ �r SIDEWALK ■ 0 •1 �1 oo0o00oo000o000oo000oo0 0000000— 0000000000000 00000000000000000000000 00000000000000000000 0 0 0000 00 000000 00 000000 00 0 0000 00 000000 00 000000 * 000woo 00.000000000::0 o0o o o oo0000000000000 PROVIDE TRUNCATED DOMES AT RAMP SETBACK TRUNCATED DOMES RAMP PER CHART ABOVE PER PLAN01 6" TO 8" FROM CURB FACE � ADA %CURWRAMP = TYPa PLAN DETAIL o F ELEVATION 1 /4"=1$-0" O I ro""'^"rrn DOMES PER PLAN TOOLED JOINTS @ 3/4" )E BAND CURB & GUTTER CONDITION WHERE OCCURS TRANISITIONS FROM RAMP TO WALKS, GUTTERS, VECHICLAR WAYS SHALL BE FLUSH W/ NO ABRUPT CHANGES GREATER THAN 1/4" IN HEIGHT IF EITHER LANDING AREA IS LESS THAN 48" IN THE DIRECTION OF TRAVEL THE FLARED SIDE SLOPES SHALL BE REDUCED TO 1 TO 12 RISE TO RUN CURB RAMPS SHALL NOT BE POURED INTERGAL W/ SIDEWALKS AND SHALL BE ISOLATED BY 3/8" THICK EXPAN. JT. MATERIAL ON ALL SIDES ABUTTING THE SIDEWALK. � ADA Go""URWRAMP = TYPN 1 /4"=1'-0" BACKGRO (2) COAT 3" WIDE PAINTED STRIPES, PAINT (2) COATS WHITE BEADED REFLECTIVE PAINT INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WI ANSI A117.1-2(03 SECTION NTS CONCRETE CURB OR 4" WIDE STRIPING STRIPING AS OCCURS PER SITE PLAN lo OF STALL EQ V-6" 1, 1'-6" EQ t 0 i 3N WITH END OF z)iALL STRIPING — ACCESSIBLE PARKING SIGN "SAFE —HIT" FLEXIBLE POST W/ 11SMT" TWIST LOCK BASE. BOLT TO CONCRETE WALKWAY OR ASPHALT SURFACE. LINE OF PAVING . NTS IEl �.D FOR 00DE C MPLIANCE .r A P OVED 'JUL 2 2 2015 City of TulwAla 11.01JILDING DIVISION 11-0" 6" 6" RESERVED PARKING RESE VED PARKING Li <==> VAN z 51-0" ACCESSIBLE VAN ACCESSIBLE PARKING SIGN, SEE SITE PLAN FOR LOCATION(S) o I NOTES: 1. ACCESSIBLE PARKING SIGNS SHALL COMPLY WITH ICC/ANSI A117.1-2003. 2. BUILDING MOUNT (AS OCCURS): MOUNT SIGN ON WALL WITH (2) EXPANSION ANCHORS. J F- I- Cn � Y W Qf a LLJ r H T O W I— \ a to o O O Z r `k'taAUnd yf�^nt� 2 � � e ;1 Sv4':�n`nUNt� �aae;:d,:ecu tNut xkn"uw;S; aaa�rurxaurtYrmuaa�,J~x<,a,�„�' �" �Jtxaxas�dY�axn�,d�.a«`a�`° ��� &�tiehkx'xr 59 REGISTERED ARCHITECT Jr A +UiZ FULLER STATE OF WASHINGTON Di— as 211 InEEI 29 an -" me mid W 1 s„Yy tImm GA CD . . CD bm CITY • • cc d,�ar JUNI ! 2015 • Job Number. 1005-0.032 Date: MAY 159 2015 Principal In Charge: INWAM FULLER Project Manager. VAHID KHASTOU Drawn By. THOMAS KEANE Sheet Title. - SITE PLAN Sheet AlmO 4' ® 2M FUUfR•SEW ARCHITECTS I I I ' v WP�`tR SINE s .9 10 0 1 2 3 3.9 4 _ 5— 6 6.9 7. . ........... 'r DER 1 /16" = V- 0" VINYL FLOOR W/ ADA TRANSITION STRIP AT DOOR i CMU SHEAR WALL 5' 0 TURNING CIRCLE 5'X5' TOILET CLEARANCE VINYL FLOOR W/ ADA TRANSITION STRIP AT DOOR 36"X48" CLEAR FLOOR SPACE � O I FOR FLOOR STRUCTURE, REFER TO APPROVED STRUCTURAL DRAWING DATED 19/09/2014 UNDER PERMIT NUMBER D11-060 I PLAN 0/ 2X6 FURRED WALL BARRIER FREE GENERAL NOTES The following shall be required in all units noted to be handicapped accessible on the drawings: — Thresholds shall be flush or beveled with a maximum edge height of 1/2", and shall not slope more than 1 in 2. — The height of accessible water closets shall be 17" to 19" measured to the top of the seat, seats shall not be sprung to return to a lifted position. — Lavatory faucets shall be lever type or operable by a closed fist with a force not to exceed 5 pounds. Faucets shall be no more than 17" from the front edge of the lavatory or counter. Self closing valves if used shall remain open for at least 10 seconds per operation. — Where mirrors or shelves are provided, at least one shall be installed so that the bottom of the mirror or the top of the shelf is within 40" of the floor. All 2/10 doors Ehall be provided w/offset hinges such that a 32" minimum clear opening is provided. :7'\ ENLARG"ED TYP. RESTROOM PLAN &0 ELOEVAl"100"Wo'hi 1 /4" = 1'-0" TOILET ROOM NOTES STANDARD LANDLORD PROVIDED FIXTURES: 1. FLOOR MTD. TOILET NOTE: TOILET FLR PLAN CONFIGURATIONS 2. WALL MTD. LAVATORY MAY VARY. COORD THIS TOILET AREA 3. EXHAUST FAN (75 CFM MIN. RATING) PLAN W/ FLR PLANS AND PROVIDE AT 4. LIGHTING PER ELECTRICAL DWG'S MIN CLR TYP DIMENSIONS AS SHOWN 6. 4" H COVED BASE 7. GRAB BARS — TO WITHSTAND 250# POINT LOAD 8. ADA REQ'D. DOOR SIGNAGE 9. TOILET PAPER DISPENSER 10. SANITARY NAPKIN DISPENSER 11. LIGHT FIXTURE W/ WALL SWITCH 12. INSULATE OR GUARD EXPOSED DRAIN AND HOT WATER PIPES UNDER THE LAVATORY. TOILET ROOM FINISHES O 1/4" POLISHED PLATE GLASS MIRROR, MOUNT AT 3'-4" AFF TO BOTTOM. 20 PROVIDE PAPER TOWEL DISPENSER BY BOBRICK, #B 2620, MOUNT AT 3'-2" AFF. O TOILET PAPER DISPENSER BY BOBRICK, #B-2888, MOUNT AT 2'-0" AFF TO CENTERLINE, AND 2'-6" FROM REAR WALL. 3� SEAT COVER DISPENSOR USING BOBRICK B-4221 CONTRA SERIES ® SOAP DISPENSER BY BOBRICK, #13-155, MOUNT AT 3'-4" AFF (2 EACH) O GRAB BAR BY BOBRICK, MOUNT AT 2'-11" AFF, (1) 3'-0" LONG BAR AT BACK WALL — HOLD 6" FROM CORNER, (1) 3'-6" LONG BAR AT SIDE WALL — HOLD 12" FROM CORNER. (B490-36 AND B490-42) © WALL & CEILING PAINT: BENJAMINE MOORE #2140-70 "WINTER WHITE" O P—LAM WAINSCOTT TO 4'-0" AFF W/ POLISHED MTL. TRIM EDGE FORMICA #692-58 "FOLKSTONE CELESTA" MATT FINISH ® SEAMLESS VINYL FLOORING W/ INTEGRAL COVE BASE 4" MIN: AZROCK MIPOLAM #4027 REVIEWED FOR CODE COMPLIANCE 3 APPROVED OVED j JUL 2 2 2015 ��� : �lit'wll>� 1NO DI,12�VISION J E— W a � LLJ � H T co L.LJ Q C 0 0 O z r 14159 REGISTERED \ k ARCHITECT fiIL ARTHUR FULLE STATE OF WASHINGTON co f , .to Boom:w 9d, a �a .nd *:ECEIVED co OF TUK"f ILA ca cc N11T CENTER Job Number 1005-0.032 MAY 159 2015 Principal In Charge: WWAM FULLER Project Manager. VAHID KHASTOU Drawn By. THOMAS KEANE Sheet Rtle: FLOOR PLAN Sheet Number A2mO 2015 FUUIR•SEMS ARCHITECTS TOP OF PAINTED GUARDRAIL TOP OF PAINTED HANDRAIL it I STAIR FRAMING PER STRUCTURAL 12" 11CLOSED RISER NOSING Id . I TOP OF PAINTED GUARDRAIL: 1—Y2" x 1-Y» x y„ HSS 1—Y2" 0 PAINTED HANDRAIL. ENDS OF HANDRAIL TO TI ipm nnwnl 1-Y" x 1-Y2" x Ys" HSS PAINTED STANCHIONS — %" 0 PAINTED ROD WELDED ��� TO STANCHIONS BOLTED CONNECTION TO STRINGER PER STRUCTURAL CENTER PLATE ON STAIR TREAD CLEAR DIMENSION BETWEEN RODS TO BE LESS THAN 4", TYP. .I �...., �4. „... 'a-.,, r^...y .+•�"a r'i^ww, G^•� �y —"v. . ..�. �l�b., � ". ..-, _„�:...._ +ar,. � ,... ..,„� _ GUARD RAIL EQ. SPACED VERT. 1 1/2" 0 GALV. PIPE POSTS (7) EQ. SPACED 1 "0 GALV PIPE RAILS --i co J a Of Q CD ATTACHED GUARDRAIL TO MEZZANINE TOP SILL PLATE PER STRUCTURAL DRAWING ALL PIPE RAIL'GS JOINTS TO BE WELDED ALL AROUND AND GROUND SMOOTH PRIOR TO HOT DIP GALVANIZING TYP. _iiiiiiiiiiij�_ a , 1 /2" = 1'-0" 3 13'-9" 1 1 /2" DIA. MTL STAIRS: 3 GUARDRAIL 22T = 11 " A2.1 I 2 24R = 7» I A2.1 5 T.O. PAAPET 3/4" PLYW OD "DECK'G" 0 FRAMING PER STRUCT. — SLOPING 4Z HIGH WALL ABOVE STAIR TREAD GUARD RAIL AT MEZZANINE LEVEL MEZZANINE PLAN (941 SF) EL. +14'-0" NNN x,v. ti ATTACH HANDRAIL TO SIDE OF WALL 0 - - --(�S) REVIEWED FOR ,BODE COMPLIANCE APPROVED JUL 2 2 2015 City ofTulWila IWILDING DIVISION I I -- T J H H IM N H Y W � a LLJ O H T co ¢ co 0 0 O Z r a t :Are, RIN' yw`aY u xefiA� mom ".'„vvYdiaJ ``titssk tt�:tcllti„ �a ` Y41 �#gt>,x✓�"e W�'a;M,JCrSmizXvdf ti1Y~'.X'3�'4f anS� ,�'� � �"'ww"naK„ry 55 p vV db'AY ctAawa 1131 p , •yyr+••. `XdetYei,`ed�we'1 }} S*zY'?^ pp,, ?f nV'dP.w✓ roaretsa"wra5x ,rswmvaw.dz� '�;w „,r.;;�aa "``:wear 2Mn,:Y?rr�'.W -W,TM✓'.Ux Y'4 ddY{{`�,sa� m. rljlECEIVED MIS co 'OF TUKWILA CD ca ! 2015 . . 1MIT CENTER Job Number. 1005-0.032 Date: MAY 159 2015 Principal in Charge: WILUAM FULLER Project Manager. VAHID KHASTOU Drawn By. THOMAS KEANE Sheet lltle: ENLARGED FLOOR PLANS 3/16" = 1'-0" I 1 /2" = 1'-0" \ �• / 1 /2„ = 1,-0„ I � I 1 /4"=1'-0" I FULLER -SEARS ARCHITECTS MECH UNIT BODY DAMPENING MATERIAL PER MANUF. FACTORY NAILER STRIP (2X) GALV. MTL FLASHING - TYP. ATTACH TO CURB AS REQ'D BY MANUF. GALV. MTL COUNTER FLASHING - TYP. FACTORY CURB ATTACH PER MANUFACTURER ROOFING MEMBRANE UP & OVER CURB ATTACH ROOF'G TO NAILER AT TOP OF CURB 18" OC, MIN 2 PLACES EA. SIDE SEE STRUCT. FOR TYP. OPENING SUPPORT AND ROOF PENETRATIONS ROOF STRUCTURE ROOF BLOCKING Au, REWEVVED FOR CODE C WPLIANCE �. APP OWED JUL 2 2 2015 • City of TukvAla BUILDING DIVISION CITY J H H m N H c Y W IL a Ld c.r_ N r 00 O w Q �O o O O Z *. 5`ni5°6ksf�,C d�"2 ubf`xt�urvsW�v; 5. f M §RR woo �6 iSiIddJ';RNN.w �r,7,',W'!4Y2t(tSuSus`1'ti;"16t�8ekY,Q� � yYd `�.� 8�'C'?3;a"9:Mil^,&ba}�y.fP,YftF J�'�i4N :M14'Y g� 4159 REGISTERED `\ ACCHITECT 1ILLIMNOMTHUR FULLER STATE OF WASHINGTON rm. u1111131 liSL.u" Vs":tlw" ii�$D�"Kmum a ax�rns. i;t�A�wR'.r � «nan. k, ' , �, r.• mom d wtua+arum CD � 1 IT CENTER Job Number 1005-0.032 Date: MAY 159 2015 Principal in Charge: WILLIAM FULLER Project Manager. VAHID KHASTOU Drawn By. THOMAS KEANE Sheet Title: ROOF PLAN Sheet Number. 1 /4"=1'-0" 1 "=1$-0" I FULUR SEARS ARCHITECTS DOOR Door# Door Size (WxH) Type Thickness Label Matl. 100 S-O" x 7'-0" B By Manuf. - Wood 101 4'-0" x 7'-0" A By Manuf. - Wood 102 3'-0" x 7'-0" B By Manuf. - Wood 103 3'-0" x 7'-0" B By Manuf. - Wood 104 3-0" x 7'-0" B By Manuf. - Wood 105 3'-0" x 7'-0" B By Manuf. - Wood DOOR AND FRAME REMARKS 1 Verify size/verify header 2 Hardware by manufacturer. 3 Provide closer to allow 3 seconds to close from open 1 Measure from position of 70 degrees. 4 Floor mtd. door stop. 5 Pre -hung hollow core. w NTS EL +14'-0" T.O. LEVEL 2 F.F. EL +11'-0" _QA.C.T. _ EL +0' -eT.O. CONIC. SLAB LINE OF UNDERSI[ OF ROOF 4'-0" u 1 /4" = V-0" [QI -;,-n„ I!�s 2" DEEP DEFLECTION CHANNEL CEILING PER TENANT. 4'-0" 0 I C'4 0 i N hi SLOPING WALL 42" HIGH ABOVE STAIRS, TYP. EL. 14'-0" MEZZANINE CONTINUE AND TURN HANDRAIL AT CORNER .rt. EL. 9'- 4" T.O. LANDING STAIR LANDING: Q I INSULATED MEZZANINE ___ FLOOR F�� 1�11�1(�11�I hI (-I i, ) ii(�A 1�1 hA 1l 11 If 11 1 WALL OF RESTROOM BEYOND I RESTROOM CEILING I I STRUCTURE BEYOND t WD POSTS PER \ STRUCT. (PAINT) STAIR FRAMING PER STRUCTURAL EL. 0'-0" I (PAINT) GROUND FLOOR MEZZANINE ar.CIMION 1 /4"=1'-0" 1 1/2" DIA HANDRAIL ATTACHED TO WALL PROVIDE BLOCKING AS NEEDED PAINT COLOR TO BE DETERMINED BY TENANT TYPICAL STAIR DTL. @ TOP OF RUN PLYWOOD TREADS - AND RISERS. PROVIDE NON-SKID RUBBER COVERING AT TREADS, TYP. � � I FRON01" l)UNTER ERLEVAw1r1V'#%N TYP. WALORL (;"k %ONDIOTION 4 1 /4"=1 9-0" 1 /2"=1'-0" figure 2 Lateral Force Bracing (figures 2 and 3) Hanger (Suspension) Wires (figures 5a and 5b) figure 5a FIELD TECHNICAL INFORMATION Lateral force Bracing g Ceilings constructed of lath and plaster or gypsum board, screw or nail at- Hanger and perimeter wires must be plumb within 1 in 6 unless (figure 5a) °'e^"1s Application recommendations for work at the wall or ceiling tached to suspended members that support a ceiling on one level extending counter sloping wires are provided (figure 5b). Source: ASTM C 636 section 2.1.4 from wall to wall shall be exempt from the lateral force bracing requirements. • Hanger wires shall be 12 gage and spaced 4 feet on center or 10 gage ® Suspension Systems for Acoustical Lay -in Ceilings a5° or less __ 5° or less ��' Source: CISCA zones 3-4 spaced 5 feet on center. Source: ASTM C 636 - • Lateral force bracing is the use of vertical struts (compression posts) and • Any connection device at the supporting construction shall be capable of car - �. Seismic Design Categories D, E & F splay wires (see figure 2). ry g p ma in not less than 100 pounds. Source: CISCA zones 3-4 splayed 12 gage •For ceiling areas exceeding 1,000 square feet, horizontal restraint of the ceil- brace in to the structural system lateral force bracing)shall be provided. 4s° or less J a5° or less wires g Y ( p • Powder -driven shot -in anchors (PAFs) are an approved method of attachment for hanger Wires. Source: State of Oregon, Building Codes Division -= ASCE 7-OS section 13.5.6.2.2 c • Terminal ends of each main beam and cross tee must be supported within 8 - - • Lateral Force Bracing shall be 12 feet on center (maximum) and begin no inches of each wall with a perimeter wire (see figure 4 & 5 b). source: CISCA zones 3-4 farther than 6 feet from walls. source: clscA seismic zones 3 a — cross tee Main beam Wires shall not attach to or bend around interfering material or equipment. A • figure 5b • Countersloping This document has been revised • Seismic splay wires are to be four 12 gage wires attached to the main beam. trapeze or equivalent device shall be used where obstructions preclude direct based on current Building Code- Wires are arrayed 90" from each other and at an angle not exceeding 45o from suspension. Trapeze suspensions shall be a minimum of back-to-back 11/4 inch l� g the lane of the ceiling. Source: CISCA Seismic zones 3-4 figure 3 p g• cold -rolled channels for spans exceeding 48 inches. source: c1scA zones 3-a 1jr8 mm) \ standards. In all buildings, Other than Maximum Recommended Lengths for • Seismic splay wires shall be attached to the grid and to the structure in such Electrical fixtures Vertical Struts a manner that they can support a design load of not less than 200 pounds or m°m nmam War". OS°angle structures classified as essential the actual design load, with a safety factor of 2, whichever is greater (figure • Light fixtures weighing less than 10 pounds shall have one 12 gage hanger o ® 6b). Source: CISCA zones 3-4 wire connected from the fixture to the structure above. This wire may be slack. facilities, suspended ceilings installed • "Powder -driven shot -in -anchors" (PAFs), when used for seismic application Source: CISCA Seismic zones 3-4 in accordance with the prescriptive 1/2" EMT conduit up to 5' 10" as part of the prescriptive path in Seismic Design Categories D, E and F, shall • Light fixtures weighing more than 10 pounds and less than 56 lbs. shall have 9 9 9 3/a" EMT conduit up to 7' 8" have an ICC-ES approval for seismic applications and shall require "special two 12 gage wires attached at opposing corners of the light fixture to the provisions of the 401 document are ". inspection Irrespective of the type of occupancy category the structure is in. structure above. These wires may be Slack. Source: CISCA Seismic - Y c zones 3 a. 1 EMT conduit up to 9 9 PAF anchors for kicker wires (splayed wires installed for purposes other than • Light Fixtures weighing more than 56 lbs. shall be supported directly from the deemed to comply with the current seismic restraint) are exempt from this requirement. source: state of Oregon, Building figure 6a structure above. These wires must be taut. Source: CISCA Seismic zones 3-4 building code interpretation. Codes Division • Pendant mounted fixtures shall be directly supported from the structure above Vertical hanger wire attachment Single 15/a" metal stud (20 gauge) up to 12' 0" • Splay wires are to be within 2 inches of the connection of the vertical strut to using a 9 gage wire or an approved alternate support without using the ceiling This document provides the IBC-2009 suspended ceiling. Source: CISCA Seismic zones 3-4 suspension system for direct support. Source: CISCA Seismic zones 3-4 Shot -in anchor �;� 3/4• Back-to-back 1%" metal stud u to 15' 0" p Rigid bracing may be used in lieu of splay wires. source: ASCE section 13.5.6.2.2 c Structural concrete Tandem fixtures may utilize common wires. � referenced standards for the (20 gauge) • Ceilings with plenums less than 12 inches to structure are not required to Ceiling clip m/8 Mechanical Services installation Of suspension systems Single 21/2" metal stud (20 gauge) up to 13' 6" have lateral force bracing. Source: Portland Building Department •Terminals or services weighing 20 lbs. but not more than 56 lbs. must have two • Vertical struts must be positively attached to the suspension systems and the Back-to-back 2 t/z" metal stud up to 15' 0" 12 gage wires connecting them to the ceiling system hangers or the structure 3 turns 9 9 9 9 Y g for acoustical lay -in ceilings. General Recommendations structure above. source: CISCA 3-4 (25 gauge) above. These wires may be slack. Source: CISCA Seismic zones 3-4 Vertical hanger wire Referenced sources per hierarchy: 2009 IBC (International Building Code), Incorporation Of this document WIII The vertical strut may be EMT conduit, metal studs or a proprietary compres- Source: Portland Building Department • • Terminals or services weighing more than 56 lbs. must be independently American Society of Testing Materials (ASTM C 635, ASTM C 636, ASTM Sion post (see figure 3). supported directly from the structure above. These wires must be taut. source: figure 6b E 580/E 580M), American Society of Civil Engineers (ASCE 7-05) and Cell- provide a more uniform Standard Note: Plenum areas greater than 15'0" will require engineering calculations. Wall Moldings (figures 4a and 4b) CISCA Seismic zones 3-4 ings and Interior Systems Construction Association (CISCA). Splayed seismic bracing were attachment for installation and inspection. This . p Partitions that are tied to the ceiling and all partitions greater than 6 feet in • Wall moldings (perimeter closure angles) are required to have a horizontal Seismic Separation Joints (figure 7 P 9 ) height shall be laterally braced to the structure. Bracing shall be indepen- figure 4a flange 2 inches wide. One end of the ceilingrid shall be attached to the wall g g g r ti r For ceiling areas exceeding 2,500 square feet, a seismic separation joint or full drill -in expansion anchor rr document is designed to accomplish dent of the ceiling splay bracing system. Source: ASCE 7-05 section 13.5.8.1 3 Attached Wall Molding Requirements molding, the other end shall have a /4 inch clearance from the wall and free to height wall partition that breaks the ceiling shall be provided unless analyses the intent of the International • For further information on bracing of non -load bearing partitions refer to Slide. Source: ASCE 7-05 section 13.5.6.2.2 b / Structural concrete are performed of the ceilings bracing system, closure angles and penetrations NWCB technical document #200-501. Where substantiatingdocumentation has been provided to the local urisdic- maximum e- (202 mm) p 1 to provide sufficient clearance. Source: ASCE 7-05 section section 13.5.6.2.2 d Steel strap 1" wide x 2" long x 12 gage minimum Building Code IBC with regard (IBC)g w^" tion, perimeter clips may be used to satisfy the requirements for the 2-inch • The layout and location of the seismic separation joint shall be per the design- Y p g 3 turns • All main beams are to be Heavy Duty (HD). source: ASCE 7-05 section 13.5.6.2.2 a closure angle. source: State of Oregon, Building Codes Division er of record and noted on the plans. If a seismic separation joint is required by t to the requirements for seismic • All cross tees shall be capable of carrying the design load without exceed- o g (pop pp © U � The rid shall be attached at two adjacent walls o rivets or approved meth- Splayed seismic bracing wire the designer, the designer may use the generic joint detailed in this document g g y g design category D, E and F for ing deflection equal to 1/360 of its span. Source CISCA zones 3-4 `�� od). Soffits extending to a point at least level with the bottom plane of the grid or a proprietary joint. The amount of free movement (gap design) shall be a • These recommendations are intended and independently supported and laterally braced to the structure above are minimum of 3/4 inch. Source: State of Oregon, Building Codes Division suspended Ceilings and related items. for suspended ceilings including grid, pm ing mm) �4 deemed to bee equivalent t0 WBIIS. Source: State of Oregon, Building Codes Divsion � O�o, q • In lieu of seismic separation joints, the ceiling.may be divided into areas less figure 7 panel or tile, light fixtures and air Unless supported by engineering, �0. Spreader Bars (figure 4b) than 2500 square feet by the use of partitions or soffits as follows: partitions shall terminals weighing no more the 4 lbs. g g Spreader (spacer) bars shall be used to prevent the ends of the main beams extend a minimum of 6 inches above the level of the plane of the grid and shall ers square foot. Source: ASCE 7-05 section the suspension system shall be p q figure 4b and cross tees at perimeter walls from spreading open during a seismic event. be independently braced to the structure above. Soffits shall extend to a point at � ' 13.5.6.1 Unattached Wall Molding Requirements Perimeter wires shall not be in lieu of spreader bars. source: clscA seismic zones least level with the bottom plane of the grid and shall be independently supported installed per these requirements. maximum 3^ and laterally braced to the structure above. Source: State of Oregon Building Codes Division (76mm) • All wire ties are to be three tight turns Manufacturers recommendations __-_ ___ around itself within three inches. Twelve 3 4 / maximum 8• (202 mm) • Spreader bars are not required at perimeters where runners are attached p q p •Other than partitions and soffits, seismic joints may not be used as part of a gage Hanger wire spaced 4 foot on cen- wnu directly to closure angles. fire rated ceiling assembly unless substantiating documentation is provided. should be followed whereapplicable. ter (figure 1). Source: ASTM C 636 item 2.3.4 • Wire tying is an acceptable alternative to spreader bars. Source: State of Oregon Building Codes Division • Changes in ceiling planes will require 0 1 a Spreader bar or 0 0� arse rrequire'd to • Spreader bars are not required if a 90 degree intersecting cross or main is keep perlmiter Sprinklers _ positive bracing. figure m components from minimum ` spreading apart within 8 inches of the perimeter wall. 1 For ceilings without rigid bracing, p A A A gg, sprinkler head penetrations shall have a 2 inch t 1 Source: ASCE 7-05 13.5.s.2.2 f 3/a•(19mm) 2"t50 mm) y/ at unattached wails .� • Where substantiating documentation has been provided to the local jurisdiction, oversize ring, Flange g, sleeve or adapter through the ceiling tile to allow free movement of at Pop Oro perimeter clips may be used satisfy the requirements for spreader bars. 3/a least 1 inch in all horizontal directions. Flexible head design that can accommodate minimum Rivet �0. d Source: State of Oregon, Building Codes Division NORTHWEST WALL & CEILING BUREAU • SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS 1 inch free movement shall be permitted as an alternate. source: ASCE 7-0513.5.6.2.2 e NORTHWEST WALL & CEILING BUREAU • SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS NORTHWEST WALL & CEILING BUREAU SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS I I I HANDRAIL ENDS TO TERMINATE INTO THE WALL OR TURN DOWNWARD, TYP. 1 1/2" DIA HANDRAIL ATTACHED TO WALL PROVIDE BLOCKING AS NEEDED 1 1/2" DIA HANDRAIL ATTACHED TO WALL PROVIDE BLOCKING AS NEEDED HANDRAIL ENDS TO TERMINATE INTO THE WALL OR TURN DOWNWARD, TYP. W1 1 LAYER TYPE "X" GWB 6" MTL STUDS PER STRUCTURAL 1 LAYER TYPE "X" GWB ADD R-21 BATT INSULATION AT RESTRROMS 1 LAYER TYPE "X" GWB W2 3-5/8" MTL STUDS PER STRUCTURAL 1 LAYER TYPE "X" GWB INTERIOR PARTITION WALL 5/8" GWB W3 ( 8" METAL STUDS PER STRUCTURAL R-21 BATT INSULATION 5/8" GWB FLOOR SECOND FLOOR ASSEMBLY: R 3/4" PLYWOOD DECKING PER STRUCTURAL WOOD FLOOR TRUSSES PER STRUCTURAL R-21 BATT INSULLATION CEILING WALL r AE"i'b0`0Ew13= 1 /2" = 11-0" NOTES: 1. WHERE CEILING AREA IS LESS THAN 144 SF NO LATERAL RESTRAINT SYSTEM ASSEMBLIES REQUIRED. 2. WHERE CEILING AREA EXCEEDS 144 SF & IS LESS THAN 1,000 SF, LATERAL RESTRAINT SYSTEM, PERIMETER ASSEMBLY REQUIRED. 3. WHERE CEILING AREA EXCEEDS 1,000 SF & IS LESS THAN 2,500 SF LATERAL RESTRAINT SYSTEM, PERIMETER ASSEMBLY, BRACING & VERTICAL STRUT ASSEMBLY REQUIRED. 4. WHERE CEILING AREA EXCEEDS 2,500 SF, LATERAL RESTRAINT SYSTEM, PERIMETER ASSEMBLY, BRACING & VERTICAL STRUT ASSEMBLY SEPARATION JOINT REQUIRED. 5. LATERAL RESTRAINT BRACING & VERTICAL STRUT SYSTEM TO START WITHIN 6'-0" OF WALL IN EITHER DIRECTION. 6. LATERAL RESTRAINT VERTICAL SUSPENSION & SPLAY WIRES TO HAVE A MINIMUM OF 3 TURNS IN 1" OF RUN. 8" MAXIMUM 3/4 MINIMUM 1-1/4" MAXIMUM r r. r r 11 LATERAL RESTRAINT 12 GAGE VERTICAL SUSPENSION WIRE 0 MAIN & CROSS RUNNERS ® PERIMETER & NOT LESS — THAN 1 IN 6 (10 DEGREES) OUT OF PLUMB C ACOUSTICAL CEILING PANEL LATERAL RESTRAINT STABILIZER B REWED FORODE C MPIIANCE MAIN & CROSS RUNNER ASSEMBLI APP ®�7�/ E® LATERAL RESTRAINT PERIMETER A LE JUL 2 2 2013 ATTACHED TO MAIN & CROSS RUN ER ASSEMBLIES Q (2) ADJACENT WAL City ofTull:Mla LATERAL RESTRAINT, PERIMETER ASSEMBLY: SECTION BUILDING DIVISION LATERAL RESTRAINT VERTICAL STRUT (EMT OR METAL STUD) @ 12'-0" O.C. IN EACH DIRECTION , LATERAL RESTRAINT BRACING 12 GAGE SPLAY WIRE @ EACH VERTICAL STRUT, TYPICAL I I I I I I I I I I I I I I I I I I I I I I I I I rJ oc li- H m N IH M W Y � a Q T 00 o O O z r e 7.777 1" .ice r a 9V ' �Yk"yHP✓Yi Wiillix"n1T�#?."t{!¢ �n1tiiP.%f.3 M^'a}}t�t�i;>Yr'ti5i4t�'.kc �d'±'iv4i'�t`!l'rtVl 'fiS't4fi"MY4y,5PY2:}%tJ4,111 ffi 4159 REGISTERED ARCHITECT R FULLEI IINGTON off CD yaw 1,•w,. o MM L ill RECEIVED CD cc IM �IYOTUKWILA F Job Number. 1005-0.032 Date: MAY 159 2015 Principal In Charge: WIWAM FULLER Project Manager. VAHID KHASTOU Drawn By. THOMAS KEANE Sheet Title: SECTION, WILL TYPES & DETAILS Sheet Number ~ 4 ��i� ' x� w 2015 FULIER•SEW ARCHITECTS 1 General Structural Notes (THE FOLLOIHIN6 APPLY UNLE55 5HOINN OTHERWISE ON THE PRANIN65) CRITERIA: 1. ALL MATERIALS, WORKMANSHIP, DE5I6N, AND CONSTRUCTION SHALL CONFORM TO THE DRAWIN65, SPECIFICATIONS, AND THE INTERNATIONAL BUILDIN6 CODE (IBC) WITH WA5HIN6TON STATE ADMINISTRATIVE CODE AMENDMENTS, 2012 EDITION. 2. DE5I6N LOADIN6 CRITERIA: OCCUPANCY CATE60RY IBC TABLE 1604.5 . . . . . . . . . . . . II ROOF SNOW LOAD . . . . . . . . . . . . . . . . . . . . . . . 25 P5F 05 = 1.0) FLOOR LIVE LOAD (OFFICE MEZZANINES) . . . . . . . . . . . 50 P5F FLOOR LIVE LOAD (STORAGE WAREHOUSES) . . . . . . . . . . . . 125 PT STAIR LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . 100 P5F PARTITION LIVE LOADIN6 (OFFICE MEZZANINES) . . . . . . . . . 15 P5F (10 P5F SEISMIC) CANOPIES . . . . . . . . . . . . . . . . . . . . . . . . . SAME AS ROOF SNOW LOAD 6UARDRAIL5/BALCONY RAILS . . . . . . . . . . . . . . . . . . 50 PLF OR 200 LB CONCENTRATED LOAD MECHANICAL UNITS . . . . . . . . . . . . . . . . 5EE DRAWIN65 FOR MAXIMUM ALLOWABLE WEI6HT5 EARTHQUAKE . . . . . . . . . . . . . . . . . . . . . . . . . . 5EI5MIC DE5I6N CATEGORY D 55 = 1.44, 51 = 0.41, 505 = 0.81, 5ni = 0.11 NOT USED . - 1.0 NOT USED SPECIAL REINFORCED MA50NRY SHEAR WALLS R = 5, no = 2.5, IE = 1.0 SPECIAL STEEL CONCENTRICALLY BRACED FRAMES R=6, 11o=2.0, IE = 1.0 PLYWOOD SHEATHED 5HEARWALL5 R = 6.5, no = 2.5, Ir- = 1.0 5EI5MIC RESPONSE COEFFICIENT: 65= 0.113 DE5I6N BASE SHEAR: V = 34 kips ANALYSIS PROCEDURE: 12.5 EQUIVALENT LATERAL FORGE ANALY5I5 WIND . . . . . . . . . . . . . . . . . . . . . . . . . . . . 85 MPH, EXPOSURE "B", Iw = 1.0, KZt = 1.0 WIND (GLADDIN6/ENGL05URE ELEMENT DESIGN PRE55URE5) . . . . . 18 PT MAX. AT WALLS, 22 PT 6RO55 UPLIFT AT ROOF WIND PRE55URE5 BASED ON LESS THAN 10 5QUARE FOOT TRIBUTARY AREAS NEAR WALL CORNERS OR ROOF ED6E5 (EXCLUDIN6 CORNER ZONES AT ROOF). REDUCED DE5I6N PRESSURES MAY BE CALCULATED IN ACCORDANCE WITH A56E 1-05 CHAPTER 6. SEE DRAWINGS FOR ADDITIONAL LOADIN6 CRITERIA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWIN65 AND ALL OTHER CONTRACT DOCUMENTS FOR BIDDIN6 AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMEN5ION5 AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. IT IS THE CONTRAGTOR'5 RESPONSIBILITY TO COORDINATE BUILDIN6 LAYOUT DIMENSIONS (6RID LAYOUTS, SITE COORDINATES, ETC.) AMON65T ALL TRADES, INGLUDIN6 SHOP FABRICATED ITEMS. 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACIN6 FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWIN65. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, 5EQUENCE-5 OR PROCEDURES REQUIRED TO PERFORM THE WORK. 6. CONTRACTOR -INITIATED CHAN6E5 SHALL BE SUBMITTED IN WRITIN6 TO THE ARCHITECT AND STRUCTURAL EN6INEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHAN6E5 5HOWN ON SHOP DRAWIN65 ONLY WILL NOT SATISFY THI5 REQUIREMENT. 1. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF 5IMILAR CHARACTER TO DETAILS SHOWN, 5IMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL EN6INEER. 8. ALL STRUCTURAL SYSTEMS GOMP05W OF COMPONENTS TO BE FIELD ERECTED SHALL BE 5UPERVI5ED BY THE SUPPLIER DURIN6 MANUFAGTURIN6, DELIVERY, HANDLIN6, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. a. SEISMIC BRAGIN6 AND ANCHORAGE OF MECHANICAL UNITS AND OTHER MECHANICAL FIXTURES NOT SPECIFICALLY SHOWN ON THE PROJECT MECHANICAL DRAWIN65 SHALL BE DE5I6NED BY A PROFE55IONAL EN6INEER REGISTERED IN THE STATE OF WA5HIN6TON. THE MECHANICAL CONTRACTOR MUST HIRE THE EN6INEER AND IS RESPONSIBLE FOR ALL C05T5 RELATED TO THE PURCHASE AND INSTALLATION OF SEISMIC BRAGIN6 AND ANCHORAGE. SEISMIC BRACING AND ANCHORAGE DE5I6N AND CONSTRUCTION SHALL COMPLY WITH CHAPTER 13 OF A56E 1-05. SEE GENERAL STRUCTURAL NOTE 14 FOR ADDITIONAL. INFORMATION. 10. SHOP DRAWINGS FOR REINFORCING STEEL (FOR BOTH CONCRETE AND MA50NRY CONSTRUCTION), 5TRU07URAL STEEL, OPEN WEB 57EEL JOISTS, METAL DEGKIN6, COLD -FORMED METAL FRAMING, AND ENGINEERED WOOD I-JOI5T5 SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL EN6INEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. CONTRACTOR SHALL SUBMIT WALL ELEVATION DRAWIN65 OF AT LEAST 1/8" = 1'-0" 50ALE INDICATIN6 LOCATIONS OF CONNECTION EMBEDMENT5 AND WALL OPENIN65 FOR REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH REINFORCEMENT SHOP DRAWIN65. 11. SHOP DRAWIN6 REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE EN6INEER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL REVIEW AND STAMP DRMIN65 PRIOR TO REVIEW BY EN6INEER OF RECORD. 5UBMITTAL5 SHALL INCLUDE A REPRODUCIBLE AND ONE COPY. THE REPRODUCIBLE SHALL BE MARKED AND RETURNED. SHOP DRAWING 5UBMITTAL5 PROCE55ED BY THE EN6INEER ARE NOT CHAN6E ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE EN6INEER THAT THE CONTRACTOR UNDERSTANDS THE DBI6N CONCEPT BY INDICATING WHICH MATERIAL I5 INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWIN6 SUBMITTALS ARE PRXE55ED BY THE EN6INEER, THE DE5I6N DRAWIN65 AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. 12. DEFERRED 5UBMITTAL5, SHALL BE DE5I6NED BY AN EN6INEER REGISTERED IN THE STATE OF WA5HIN6TON. THE COMPONENT DE16NER SHALL BE A RE6I5TERED STRUCTURAL EN6INEER IF REQUIRED BY THE BUILDIN6 OFFICIAL OF THE LOCAL JURISDICTION. BUILDIN6 COMPONENT 5UBMITTAL5 SHALL INCLUDE THE DE5I6NIN6 PROFE55IONAL EN6INEER-5 STAMP, AND SHALL BE APPROVED BY THE COMPONENT DE5I6NER PRIOR TO CURSORY REVIEW BY THE EN6INEER OF RECORD FOR LOADS IMPOSED ON THE BA5I6 STRUCTURE. THE COMPONENT DE5I6NER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY GALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWIN65. DEFERRED SUBMITTALS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMP05ED ON BASIC STRUCTURE. M5I6N CALCULATIONS SHALL BE INCLUDED IN THE SUBMITTAL. THE ARCHITECT SHALL FORWARD DEFERRED 5UBMITTAL5 TO THE BUILDIN6 OFFICIAL WHERE REQUIRED. 0 On r THE FOLLOWIN6 BUILDIN6 COMPONENTS SHALL BE DEFERRED SUBMITTALS FOR THIS PROJECT: PREFABRICATED METAL STAIR SYSTEMS N � PRECAST STAIR TREADS OPEN WEB STEEL J0I5T AND JOIST 6IRDER FRAMIN6 SYSTEMS (SEE NOTE 3q) 1 13. TILT -UP CONCRETE PANELS AND CONNECTION TO THE BASIC STRUCTURE SHALL BE PROVIDED AS 5HOWN ON THE STRUCTURAL DRAWINGS. TILT -UP PANELS SHALL BE ADEQUATELY BRACED UNTIL ALL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWIN65. CONTRACTOR SHALL PROVIDE ALL EXTRA REINFORCEMENT, INSERTS, LIFTIN6 DEVICES, AND 5IMILAR ELEMENTS REQUIRED FOR HANDLIN6 AND ERECTION. SHOP PRANIN65 5HOV1IN6 ALL REINFORCING CONNECTIONS, BLOCKOUT5 OF ALL HOLES, AND ALL FINISH DETAILS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER AND ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. SPECIAL INSPECTION IS REQUIRED PER CHAPTER 11 OF THE IBC DURIN6 THE PLACEMENT OF CONCRETE AND REINFORCIN6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FORMIN6 PANELS. ALL CONNECTIONS EXPOSED TO EARTH OR WEATHER SHALL BE PROVIDED WITH (3) COATS ASPHALTIC PAINT OR A 3" MINIMUM CONCRETE COVER. SHOP DRILL 1/4"It AIR RELEASE HOLES IN EMBEDMENT5 AT 6"oc A5 REQUIRED IN ORDER TO P15PLACE ANY VOIDS IN FORMWORK. REMOVE ALL WELD 5LA6 AROUND EMBEDMENT5 EXP05EP TO WEATHER AND SANDBLAST. PROMPTLY PAINT WITH (2) COATS OF RUST INHIBITIN6 PRIMER PRIOR TO FINAL PAINTIN6. 5TATEMENT OF SPECIAL IN5PECTION5 (5TRUCTURAL): 14. STATEMENT OF SPECIAL INSPECTIONS - STRUCTURAL ITEMS (SEISMIC DE5I6N CATEGORY DL DEFINITIONS: THE SEISMIC FORGE RE5I5TIN6 SYSTEM FOR THIS STRUCTURE CONSISTS PRIMARILY OF PRECAST SHEAR WALLS, MA50NRY SHEAR WALL5, PLYWOOD SHEATHED SHEAR WALLS, STEEL BRACED FRAMES, FLOOR/ROOF DIAPHRA6M5, AND STRUT MEMBERS AS SPECIFIED ON THE DRAWINGS. 5EE THE LEGEND OF PLAN SHEETS FOR ADDITIONAL INFORMATION DEFININ6 MEMBER LOCATIONS. SPECIAL INSPECTIONS AND TE5TIN6 SHALL BE PERFORMED BY THE OWNER APPOINTED INSPECTION A6ENGY IN ACCORDANCE WITH CHAPTER 11 OF THE IBC WITH REPORTS PER IBC SECTION 1104.1.2 SUBMITTED TO THE OWNER, ARCHITECT, STRUCTURAL EN6INEER, CONTRACTOR, AND BUILDIN6 OFFICIAL FOR EACH DAY SPECIAL INSPECTIONS OR TE5TIN6 I5 PERFORMED. THESE INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS 5PECIFIED IN IBC SECTION 110. SEE TABLES BELOW FOR ADDITIONAL INFORMATION. STRUCTURAL ITEMS SPECIAL INSPECTION FREQUENCY IBC REFERENCE STRUCTURAL STEEL FABRICATION AND ERECTION* FABRICATION PROCEDURES PERIODIC 1104.2.1 6 TABLE 1104.3 ITEM 3 ERECTION PERIODIC 1104.3.2 4 TABLE 1104.3 ITEM 6 SHOP AND FIELD WELDING CONTINUOUS (PERIODIC FOR ITEMS EXCEPTED 1104.3.1, TABLE 1104.3 ITEM 445, (INGL. METAL DEGKIN6) PER IBC 1104.3 ITEM 2) 1101.2, # AI56 341-05 APPENDIX Q HI6H-5TREN6TH BOLTIN6 PERIODIC, (CONTINUOUS WHERE REQUIRED 1104.5.3 4 TABLE 1104.3 ITEM 142 PER IBC 1104.3.3.3) FIELD WELDIN6 PERIODIC 1104.3, 1101.4 4 AWS 01.3 FASTENERS, BOLTS, STRAPS, PERIODIC FOR CONNECTIONS OF ALL MEMBERS OF 1101.4" " 4 1146.3 HOLDOWN5, M. THE SEISMIC AND WIND FORGE RE5I5TIN6 SYSTEM INGLUDIN6 DIAPHRA6M5, SHEAR WALLS, STRUTS, $ HOLDOWN5 CONCRETE (SEE GENERAL STRUCTURAL NOTE 23 FOR ADDITIONAL REQUIREMENT " REINFORCIN6 PLACEMENT PERIODIC AND PRIOR TO ALL CONCRETE POURS TABLE 1104.4 ITEM 1 REINFORCIN6 HELD IN6 PERIODIC (CONTINUOUS FOR SHEAR WALL, MOMENT TABLE 1104.3 ITEM 5b FRAME, OR OTHER SHEAR REINFORCIN6) ANCHOR BOLT PLACEMENT PERIODIC AND PRIOR TO ALL CONCRETE POURS TABLE 1104.4 ITEM 3 CONCRETE PLACEMENT*** CONTINUOUS TABLE 1104.4 ITEM 5,6il1 CURIN6 4 FORMWORK PROCEDURES PERIODIC TABLE 1104.4 ITEM 8,11412 PRECAST CONCRETE ERECTION PERIODIC, TABLE 1104.4 ITEM 10 MA50NRY (SEE GENERAL STRUCTURAL NOTE 31 FOR ADDITIONAL REQUIREMENTS) LEVEL 1 SPECIAL INSPECTION PERIODIC (CONTINUOUS FOR 6ROUTIN6 AND TABLE 1104.5.1 ITEM 1 THRU 8 WELDING OF REINFORGIN6 BARS) WOOD FASTENERS, BOLTS, STRAPS, PERIODIC FOR CONNECTIONS OF ALL MEMBERS OF 1101.3 4 1106.2**** HOLDOWNS, ETC. THE 5EI5MIC AND WIND FORGE RE5I5TIN6 SYSTEM INGLUDIN6 DIAPHRA6M5, SHEAR WALLS, STRUTS, 4 HOLDOWNS EXPANSION BOLTS # INSERTS PERIODIC INGLUDIN6 TORQUE TESTS IN ACCORDANCE TABLE 1104.4 ITEM 4 WITH APPROVED I66-E5 REPORTS EPDXY 6ROUTED R005 OR REBAR PERIODIC INGLUDIN6 INSPECTION OF EMBEDMENT TABLE 1104.4 ITEM 4 DEPTH AND HOLE CLEANLINESS PRIOR TO ALL INSTALLATIONS 50IL COMPACTION CONTINUOUS 1104.1 * STRUCTURAL 57EEL IN5PECTION5 MAY BE WAIVED IF APPROVED BY THE OWNER AND BUILDIN6 OFFICIAL FOR WORK PERFORMED ON THE PREMI5E5 OF A FABRICATOR RE6I5TERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION 1104.2.2. EXCEPTIONS 1 THRU 4 PER IBC SECTION 1104.4 SHALL NOT APPLY TO CONCRETE WORK ON THI5 PROJECT. FREQUENCY OF CONCRETE LABORATORY TE5TIN6 SHALL BE IN ACCORDANCE WITH AGI 315-08 SECTION 5.6.2 UNLE55 OTHERWISE NOTED IN THE PROJECT SPECIFICATIONS. **** THE EXCEPTION FOR 5HEATHIN6 FASTENED AT A 5PAGIN6 GREATER THAN 4"oc SHALL NOT APPLY TO WOOD OR METAL FRAMING ON THI5 PROJECT. 5EI5MI6 M5I6N REQUIREMENT5 PERIODIC SPECIAL INSPECTION ARCH, MEGH, 4 ELEG ITEMS (A50E 1-05 CHAPTER 13) A5 SPECIFIED PER IBC CHAPTER 11 SUSPENDED CEILIN65 A56E 1-05 SECTION 13.5.6 INSPECTIONS PER IBC SECTION 110 AND A56E 1 13.5.6.2.2 AS REQUIRED PARTITION WALLS A56E 1-05 SECTION 15.5.8 REQUIRED DURIN6 ERECTION AND FA5TENIN6 FOR WALLS > 15 P5F (IBC 1101.6) STEEL STORAGE RACKS A56E 1-05 SECTION 15.5.5 REQUIRED FOR ANCHORAGE OF RACKS > 8 FEET IN HEI6HT (IBC 1101.5) GLAZING SYSTEMS A5GE 1-05 SECTION 13.5.q NOT REQUIRED LIFE SAFETY COMPONENTS INGLUDIN6 A50E 1-05 SECTION 13.b AND REQUIRED FOR VERIFICATION OF FIRE PUMPS, EMER6EN0Y 6ENERATOR5, IBC 1108.4 CERTIFICATE OF COMPLIANCE LABEL SMOKE EVACUATION FANS, AND ON COMPONENT (IBC 1101.8) COMPONENTS WITH HAZARDOUS COMBUSTIBLE, OR HI6HLY TOXIC CONTENTS (Ip=1.5 PER A50E 1-05 SECTION 13.1.3) - INSTALLATION AND ANCHORAGE OF A56E 1-05 SECTION 13.6 AND REQUIRED (IBC 1101.1 4 1101.8) SPRINKLER SYSTEMS, FIRE PUMPS, IBC 1108.4 EMER6ENGY 6ENERATOR5, COMPONENTS WITH HAZARDOUS, COMBUSTIBLE, OR HIGHLY TOXIC CONTENTS (Ip=1.5 PER A5GE 1-05 SECTION ALL OTHER MECHANICAL AND A56E 1-05 SECTION 13.6 NOT REQUIRED ELECTRICAL COMPONENTS STRUCTURAL OBSERVATION PER IBC SECTION 1110 I5 NOT REQUIRED FOR THI5 STRUCTURE. CONTRACTOR STATEMENT OF RESPONSIBILITY: CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY IN ACCORDANCE WITH IBC SECTION 110a TO THE BUILDIN6 OFFICIAL AND OWNER PRIOR TO CONSTRUCTION ACKNOWLE06IN6 THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. 6EOTECHNICAL: 15. FOUNDATION NOTES: 5UB6RADE PREPARATION INGLUDIN6 DRAINA6E, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH THE CIVIL/5TRUGTURAL DRAWIN65 AND SPECIFICATIONS OR AS DIRECTED BY THE OWNER APPOINTED 6EOTECHNIGAL EN6INEER. FOOTINGS SHALL BEAR ON FIRM, UNDI5TURBED EARTH OR CONTROLLED, COMPACTED STRUCTURAL FILL AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. THE OWNER APPOINTED 6EOTE6HNICAL EN6INEER SHALL APPROVE FOOTING EXCAVATION/PREPARATION PRIOR TO PLACEMENT OF ALL FOOTINGS. BACKFILL BEHIND ALL RETAININ6 WALLS WITH FREE DRAININ6, 6RANULAR FILL AND PROVIDE FOR 5UB5URFAGE DRAINA6E AS NOTED IN THE CIVIL DRAWIN65 AND SPECIFICATIONS. - ALLOWABLE 50IL PRE55URE . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2,500 P5F LATERAL EARTH PRESSURE (RE5TRAINED/UNRE5TRAINED). . . . . . . . . . . . . . . . 50 PGF/40 PGF 50I L PROFILE TYPE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5I TE CLA55 E 6EOTECHNIGAL REPORT REFERENCE: REPORT BY 6EOTEGH CONSULTANTS INC., SOILS REPORT JN10208 DATED SEPTEMBER 1, 2010. ALLONANCE5: 16. MISCELLANEOUS OPENIN6 ALLOWANCE: THE CONTRACTOR SHALL REINFORCE ALL OPENINGS AT ROOF DECK PER THE DRAWIN65. ALL OPENINGS ARE NOT 5HOWN ON THE STRUCTURAL DRAWIN65. SEE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWIN65 FOR ADDITIONAL OPENIN65 NOT SHOWN ON THE STRUCTURAL DRAWIN65. THE CONTRACTOR SHALL REVIEW THE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR OPENIN65 NOT SHOWN ON THE STRUCTURAL DRAWIN65 AND SUPPLY OPENING SIZE, LOCATION, AND CONFIGURATION TO THE STEEL FABRICATOR PRIOR TO SHOP DRAWIN6 SUBMITTAL. OPENIN65 SHALL OCCUR WHERE ANY DUCT, CONDUIT, PLUMBIN6, OR OTHER IMPLEMENT PASSES THROU61­1 THE FLOOR OR ROOF. AS AN ALLOWANCE, THE CONTRACTOR SHALL BU96ET TO PROVIDE AND INSTALL AS REQUIRED AN ADDITIONAL 150 LINEAR FEET OF ANGLE 5x3x1/4 AND 15 LINEAR FEET OF ANGLE 4x3x1/4 FOR FRAMING OF ROOF DECK OPENIN65 THAT ARE NOT 5HOWN ON THE STRUCTURAL,ARCHITECTURAL, ELECTRICAL, OR MECHANICAL DRAWIN65. INSTALL PER 3/55.1 . SHEET INDEX: 51.1 6ENERAL STRUCTURAL NOTES 53.2 CONCRETE DETAIL5 51.2 GENERAL STRUCTURAL NOTES RE C EIV 51.5 GENERAL STRUCTURAL NOTES 55.1 TYPICAL METAL DECK DETAILS CITY OF T U 55.1 CANOPY PLAN 4 DETAILS 52.1A BUILDIN6 A FOUNDATION PLAN JU N 10 52.2A BUILDING A ROOF FRAMIN6 PLAN 56.1 SHEAR WALL SCHEDULE 4 DE7AIL5 PERMIT C E 5b.2 STAIR PLANS 4 DETAILS 56.2 FRAMIN6 DETAILS r 14 z JUL 2 2 2015 :Sa F. City of TukMia WILDING DIVISION J H H m H V W 5 a Q - w � H 1 1 1 1 r N Fw-- M Q � 0 z �?a�,Rt�&Y3a"Nti'�w 3S4ELi4Y r.0 is t;� ��.'1trk' Sheet Title: GENERAL STRUCTURAL NOTES Sheet Number: 0 § © 2010 ct FULLER -SEARS 3 ARCHIT@CT8 0('/o3/15 i General Structural Notes (THE FOLLOWING APPLY UNLE55 SHOWN OTHERWISE ON THE DRAWIN(7S) ANCHORAGE: 11. EXPANSION BOLTS INTO CONCRETE SHALL BE ONE OF THE FOLLOWIN6: "KWIK BOLT TZ" AS MANUFACTURED BY HILTI, INC. AND IN5TALLED IN STRICT ACCORDANCE WITH ICG-E5 REPORT NO. ig11 AND MANUFACTURER'S INSTRUCTIONS; OR 115TRON6-BOLT 2" A5 MANUFACTURED BY 5IMP50N 5TRON6-TIE COMPANY, INC. AND INSTALLED IN STRICT ACCORDANCE WITH ICG-E5 REPORT NO. 3031 AND MANUFACTURER'5 INSTRUCTIONS. SUBSTITUTES PROP05ED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH ICC-E5 REPORTS INDIGATIN6 EQUIVALENT OR GREATER LOAD CAPACITIES. IN ADDITION, 5UB5TITUTION5 SHALL MEET ICC-E5 ACCEPTANCE CRITERIA W q3. SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. EXPANSION BOLTS SHALL NOT BE USED AS 5UB5TITUTE5 FOR EMBEDDED ANCHOR BOLTS UNLE55 SPECIFICALLY APPROVED BY THE STRUCTURAL EN6INEER. NOTIFY ENGINEER IF BOLT LOCATIONS CONFLICT WITH REINFORGIN6 STEEL - DO NOT GUT REINFORGIN6 OR REDUCE EMBEDMENT DEPTHS WITHOUT PRIOR APPROVAL. UNLE55 OTHERWISE NOTED, PROVIDE THE FOLLOWING NOMINAL EMBEDMENT DEPTHS FOR EXPANSION BOLTS INTO CONCRETE: HILTI KWIK BOLT TZ: 3/8"� EXPAN5I ON BOLTS . . . . . . . . . . . . . . . . . . . . . . 2-5/ 16" 1 /2"� EXPANSION BOLTS . . . . . . . . . . . . . . . . . . . . . . 3-5/8" 5/8"� EXPAN5I ON BOLTS . . . . . . . . . . . . . . . . . . . . . . 4-1/ 16" 3/4" 0 EXPAN5I ON BOLTS . . . . . . . . . . . . . . . . . . . . . . 5-1/ 1 b" 5IMP50N 5TRON6-BOLT 2: 3/8",O EXPANSION BOLTS . . . . . . . . . . . . . . . . . . . . . . 2-1/8" 1 /2 EXPANSION BOLTS . . . . . . . . . . . . . . . . . . . . . . 5/8"� EXPAN5I ON BOLTS . . . . . . . . . . . . . . . . . . . . . . 3/4" ,0 EXPAN5I ON BOLTS . . . . . . . . . . . . . . . . . . . . . . I8. EXPAN5ION BOLTS INTO GROUTED MA50NRY SHALL BE "KNIK BOLT 3", AS MANUFACTURED BY HILTI CORPORATION AND INSTALLED IN STRICT ACCORDANCE WITH ICC-E5 REPORT NO. 1385 AND MANUFACTURER'S INSTRUCTIONS, INGLUDIN6 MINIMUM EMBEDMENT REQUIREMENTS. 5UB5TITUTE5 PROP05ED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEN WITH ICG-E5 REPORTS INDIGATIN6 EQUIVALENT OR GREATER LOAD CAPACITIES. IN ADDITION, 5UB5TITUTION5 SHALL MEET ICC-E5 ACCEPTANCE CRITERIA AC01. SPECIAL INSPECTION I5 REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. EXPANSION BOLTS SHALL NOT BE USED AS 5UB5TITUTE5 FOR EMBEDDED ANCHOR BOLTS UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL EN6INEER. A MINIMUM OF 6" OF 50LID GROUT SHALL BE IN PLACE AND GORED TO A MINIMUM 5TREN6TH OF 2,000 PSI ON ALL SIDES OF EXPANSION BOLTS AT MA50NRY WALLS PRIOR TO BOLT INSTALLATION. BOLTS IN MASONRY WALL SHALL COMPLY WITH RESTRICTIONS 5HOWN IN DETAIL <M5N-105> AT HEAD JOINTS. NOTIFY EN6INEER IF BOLT LOCATIONS CONFLICT WITH REINFORCIN6 STEEL - DO NOT GUT REINFORCING OR REDUCE EMBEDMENT DEPTHS WITHOUT PRIOR APPROVAL. 1q. DRIVE PINS AND OTHER POWDER -ACTUATED FA5TENER5 SHALL BE ITW RAM5ET/RED HEAD LOW VELOCITY TYPE (SERIES 1500, 0.145" DIAMETER UNLE55 OTHERWI5E NOTED), OR AN APPROVED EQUIVALENT IN 5TREN6TH AND EMBEDMENT. INSTALL IN STRICT ACCORDANCE WITH ICC-E5 REPORT NO. 11g1. MINIMUM EMBEDMENT IN CONCRETE SHALL BE 1" UNLESS OTHERWISE NOTED. MAINTAIN AT LEAST 3" TO NEAREST CONCRETE EDGE. 20. EPDXY-6ROUTED ROD5 OR REBAR TO CONCRETE SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH ONE OF THE FOLLOWIN6: "5ET-XP ADHESIVE" AS MANUFACTURED BY 5IMP50N 5TRON6-TIE COMPANY, INC. INSTALL IN STRICT ACCORDANCE WITH ICC-E5 REPORT NO. 2508, INGLUDIN6 MINIMUM EMBEDMENT REQUIREMENTS; OR "HIT-HY 150 MAX-59" AS MANUFACTURED BY HILTI CORPORATION AND INSTALLED IN STRICT ACCORDANCE WITH I6,0-E5 REPORT NO. 3013, INGLUDIN6 MINIMUM EMBEDMENT REQUIREMENTS. 5UB5TITUTE5 PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH ICC-E5 REPORTS INDIGATIN6 . EQUIVALENT OR GREATER LOAD CAPACITIES. IN ADDITION, 5UB5TITUTION5 SHALL MEET ICC-E5 ACCEPTANCE CRITERIA A6308. PERIODIC SPECIAL INSPECTION OF EPDXY -GROUTED ANCHOR INSTALLATION IS REQUIRED. EPDXY 6ROUTED RODS OR REBAR SHALL NOT BE USED AS 5UB5TITUTE5 FOR CA5T-IN-PLACE ANCHOR BOLTS OR REINFORCIN6 STEEL UNLE55 SPECIFICALLY APPROVED BY THE STRUCTURAL EN6INEER. NOTIFY EN6INEER IF ANCHOR LOCATIONS CONFLICT WITH REINFORCIN6 STEEL - DO NOT OUT REINFORCING OR REDUCE EMBEDMENT DEPTHS WITHOUT PRIOR APPROVAL. UNLESS OTHERWISE NOTED, PROVIDE THE FOLLOWING EMBEDMENT 02TH5 FOR ANCHORS AT CONCRETE: 1 /2"� ROD OR #3 BAR . . . . . . . . . . . . . . . . . . . . . . 4" 5/8",P ROD OR #4 BAR . . . . . . . . . . . . . . . . . . . . . . 5" 3/4" � ROD OR #5 BAR . . . . . . . . . . . . . . . . . . . . . . 1" 1 "0 ROD OR #6 BAR . . . . . . . . . . . . . . . . . . . . . . . q" 1-1 /4" 41 ROD OR #1 BAR . . . . . . . . . . . . . . . . . . . . 12" #8 BAR . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 21. EPDXY -GROUTED RODS OR REBAR TO MA50NRY SPECIFIED ON THE DRANIN65 SHALL BE 6ROUTED WITH "SET EPDXY -TIE ADHESIVE" AS MANUFACTURED BY 5IMP50N 5TRON6-TIE COMPANY, INC. INSTALL IN STRICT ACCORDANCE WITH ICC-E5 REPORT NO. 1112, INGLUDIN6 MINIMUM EMBEDMENT REQUIREMENTS. 5UB5TITUTE5 PROP05ED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH ICC-E5 REPORTS INDIGATIN6 EQUIVALENT OR GREATER LOAD CAPACITIES. IN ADDITION, 5UB5TITUTION5 SHALL MEET ICG-E5 ACCEPTANCE CRITERIA (A658 FOR NEN MA50NRY APPLICATIONS, AC60 FOR UNREINFORCED BRICK MASONRY). SPECIAL INSPECTION OF EPDXY -GROUTED ANCHOR INSTALLATION IS REQUIRED. PROVIDE 56REEN TUBES AT BRICK MA50NRY LOCATIONS AND AT HOLLOW GMU. SCREEN TUBES ARE NOT REQUIRED AT 50LID GMU. HOLES IN BRICK MA50NRY 6 HOLLOW CMU SHALL BE CORE DRILLED OR DRILLED WITH ROTO-HAMMER IN ROTATION MODE ONLY. HOLES IN 50LIPLY 6ROUTED MA50NRY MAY BE DRILLED BY CORIN6 OR ROTO-HAMMER UNLE55 NOTED OTHERWISE. EPDXY GROUTED RODS OR REBAR SHALL NOT BE USED AS 5UB5TITUTE5 FOR CAST -IN -PLACE ANCHOR BOLTS OR REINFORCIN6 STEEL UNLE55 SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. NOTIFY EN6INEER IF BOLT LOCATIONS CONFLICT WITH REINFORCING STEEL - DO NOT CUT REINFORCING OR REDUCE EMBEDMENT DEPTHS WITHOUT PRIOR APPROVAL. UNLE55 OTHERWISE NOTED, PROVIDE THE FOLLOWIN6 EMBEDMENT DEPTHS FOR ANCHORS AT REINFORCED MA50NRY WALLS: 1 /2",P ROD OR #3 BAR . 4" 5/8"� ROD OR #4 BAR . 5" 3/4" 0 ROD OR #5 BAR . . . . . . . . . . . . . . . . . . . . . 1" 22. NOT USED. 4 CONCRETE: 23. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1g05 AND AGI 301. 5TREN6TH5 AT 28 DAYS AND MIX CRITERIA SHALL BE A5 FOLLOW5: TYPE OF CONSTRUCTION 11Ice ►31�3�Tr� B. CONCRETE EXP05ED TO EARTH (FOUNDATIONS, BASEMENT WALLS, ETC.) C. ALL OTHER CONCRETE (UNLESS LISTED BELOW) 28 DAY 5TREN6TH EXPOSURE CLA55E5 (f'c) (AGI 318-OS TABLE 4.2.0 4,500 P5I MIN. (FI, 50, P0, 61) 4,000 P5I MIN. (FO, 50, P0, 01) 4,000 PSI MIN. (FO, 50, PO, GO) * WATER-CEMENTITIOU5 MATERIAL RATIO FOR INTERIOR 5LAB5 SHALL BE BETWEEN 0.40 AND 0.44. CONCRETE MIXES SHALL MEET OR EXCEED THE REQUIREMENTS SPECIFIED ABOVE. MIXE5 SHALL BE SUBMITTED TO THE EN6INEER AND BUILDIN6 OFFICIAL FOR APPROVAL TWO WEEK5 PRIOR TO PLACING ANY CONCRETE AND SHALL INCLUDE THE AMOUNTS OF CEMENT, CEMENTITOU5 MATERIAL, FINE AND COARSE A66RE6ATE, WATER AND ADMIXTURE5, AS WELL AS THE WATER -CEMENT RATIO, SLUMP, CONCRETE YIELD AND 5UB5TANTIATIN6 5TREN6TH DATA IN ACCORDANCE WITH AGI 318-08, CHAPTER 5. REVIEN OF MIX 5UBMITTAL5 BY THE EN6INEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS 6ENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. 24. REINFORCING 5TEEL SHALL CONFORM TO A5TM A615, GRADE 60, fy = 60,000 P5I. GRADE 60 REINFORCING BAR5 WHICH ARE TO BE WELDED SHALL CONFORM TO A5TM A106. REINFORCEMENT GOMPLYIN6 WITH A5TM A615(51) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDIGATIN6 CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.5. 01.4-18 ARE SUBMITTED. LON6ITUDINAL REINFORCEMENT IN ALL COLUMNS SHALL COMPLY WITH A5TM A106. A5TM A615 GRADE 60 REINFORCEMENT ARE ALLOWED IN THESE MEMBERS IF: (A) THE ACTUAL YIELD 5TREN6TH BASED ON MILL TE5T5 DOES NOT EXCEED THE SPECIFIED YIELD 5TREN6TH BY MORE THAN 18,000 P51 (FMT5 SHALL NOT EXCEED THI5 VALUE BY MORE THAN AN ADDITIONAL 3,000 PSI), AND (B) THE RATIO OF THE ACTUAL ULTIMATE TENSILE 5TRE55 TO THE ACTUAL TENSILE YIELD STRENGTH I5 NOT LESS THAN 1.25. CERTIFIED MILL TEST REPORTS FOR EACH SHIPMENT OF REINFORCIN6 SHALL BE SUBMITTED FOR REVIEW. WELDED WIRE FABRIC SHALL CONFORM TO A5TM A185. 25. REINFORCIN6 STEEL SHALL BE DETAILED (INGLUDIN6 HOOK5 AND BENDS) IN ACCORDANCE WITH AGI 315-qq AND 318-08. LAP ALL CONTINUOUS REINFORCEMENT IN ACCORDANCE WITH "REINFORCEMENT SPLICE AND DEVELOPMENT LEN6TH 56HEDULE" OF 20/53.1 . PROVIDE CORNER BAR5 AT ALL WALL AND FOOTIN6 INTERSECTIONS. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BAR5 PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLE55 OTHERWI5E NOTED ON THE DRAWIN65 OR APPROVED BY THE 5TRUGTURAL EN6INEER. 26. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTIN65 AND OTHER UNFORMED 5URFACE5 CAST A6AIN5T AND PERMANENTLY EXP05ED TO EARTH . . 3" FORMED SURFACES EXP05ED TO EARTH (i.e. WALLS BELOW 6ROUND) OR WEATHER (#6 BAR5 OR LARGER). . 2" (#5 BAR5 OR SMALLER). . . 1 1/2" SLAB -ON -GRADE BOTTOM REINFORGIN6 (WITH VAPOR BARRIER BELOW) . . . . . . . . . . . . . . . . . 1 1/2" COLUMN TIES OR 5PIRAL5 AND BEAM 5TIRRUP5 . 1 1/2" 5LAB5 AND WALL5 (INTERIOR FACE) . . . . . . . . . GREATER OF (BAR DIAMETER PLUS 1/8") or 3/4" 21. NOT USED. 28. CA5T-IN-PLACE CONCRETE: 5EE ARCHITECTURAL DRANIN65 FOR EXACT LOCATIONS AND DIMEN5ION5 OF DOOR AND WINDOW OPENIN65 IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWIN65 FOR SIZE AND LOCATION OF MI5GELLANEOU5 MECHANICAL OPENINGS THROU6H CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL 6ROOVE5, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINI5H DETAILS AT ALL EXP05ED CONCRETE SURFACES. 21. BONDING AGENT SHALL BE "CONGRE5IVE LIQUID LPL" BY CHEMREX, INC. OR EQUIVALENT, AND SHALL BE USED WHERE NEW CONCRETE I5 PLACED A6AIN5T PREVIOUSLY PLACED OR EXI5TIN6 CONCRETE. PLACE IN STRICT ACCORDANCE WITH MANUFACTURER'5 INSTRUCTIONS, INGLUDIN6 PREPARATION OF EXI5TIN6 SURFACES. 30. NON-5HRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 6ROUT 5TREN6TH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT I5 PLACED (6,000 P5I MINIMUM). MASONRY: 31. CONCRETE MA50NRY UNIT WALL5 SHALL BE CONSTRUCTED OF MEDIUM OR NORMAL WEIGHT MA50NRY UNITS, CONFORMIN6 TO A5TM 00, LAID IN A RUNNIN6 BOND WITH A MINIMUM NET AREA GOWRE55IVE 5TREN6TH OF 1100 P5I. MORTAR SHALL BE TYPE IN CONFORMANCE WITH A5TM 0210. GROUT SHALL CONFORM TO ARTICLE 2.2 OF TM5602-08/A6I530.1-O5/A5GE6-OS REQUIREMENTS AND ATTAIN A MINIMUM COMPRESSIVE 5TREN6TH OF 2,000 PSI AT 28 DAYS, DE516N F'm = 1500 P5I AT 2S DAYS. 5TREN6TH SHALL BE VERIFIED BY PRI5M TE5TIN6 OR SHALL BE VERIFIED BY THE UNIT 5TREN6TH METHOD IN ACCORDANCE WITH IBC SECTION 2105 PRIOR TO CONSTRUCTION PLUS ADDITIONAL TE5TIN6 FOR EACH 5000 SQUARE FEET OF WALL DURING CONSTRUCTION. UNLE55 OTHERWI5E NOTED, PROVIDE THE FOLLOWIN6 REINFORCEMENT: 8" WALLS (SOLIDLY 6ROUTED) (SEE 16/54.1 FOR REINFORCEMENT) 10" WALLS (SOLIDLY 6ROUTED) (SEE 16/54.1 FOR REINFORCEMENT) IN ADDITION, PROVIDE (1)#5 VERT. AT FREE ENDS OF WALLS, AND (2)#5 HORIZONTAL AT ELEVATED FLOOR AND ROOF LEVELS AND AT TOPS OF WALLS, U.O.N. REINFORCE WALL CORNER5 AND INTER5EGTION5 PER 15/54.1 . REINFORCE JAMBS AND FREE ENDS OF WALLS PER 18/54.1 U.O.N. REINFORCE WALL OPENIN65 PER 4/54.1 U.O.N. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAMS. SEE 5/54.1 FOR REINFORCING DEVELOPMENT AND LAP SPLICE SCHEDULE. FILL ALL CELLS CONTAININ6 REINFORCEMENT OR EMBEDDED ITEMS AND ALL CELLS BELON GRADE WITH GROUT. PROVIDE CLEANOUT HOLES AT BOTTOM OF ALL CELLS CONTAININ6 REINFORCEMENT FOR POURS 6REATER THAN 5.33 FEET IN HEIGHT (MAXIMUM 5PAGIN6 OF CLEANOUT5 SHALL BE 3211oc FOR 50LIDLY GROUTED WALLS). MAXIMUM HEIGHT OF 6ROUT POURS SHALL BE IN ACCORDANCE WITH AC 530.1-OS TABLE 1. MAXIMUM HEI6HT OF GROUT LIFTS I5 5.33 FEET. 5TEEL: 32. STRUCTURAL STEEL DE5I6N, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.5.6. SPECIFICATIONS AND CODES: 1. SPECIFICATION FOR STRUCTURAL STEEL BUILDIN65-ALLOWABLE 5TRE55 AND PLASTIC DE5I6N, OR LOAD AND RESISTANCE FACTOR DE5I6N SPECIFICATION FOR STRUCTURAL STEEL BUILDIN65. 2. CODE OF STANDARD PRACTICE FOR STEEL BUILDIN65 AND BRID6E5, ADOPTED MARCH 18, 2005. IN REFERENCE TO SECTIONS 3.1.2 AND 4.4.1, THE CONTRACT DOCUMENTS (DE5I6N DRAWIN65) 5HOW COMPLETE CONNECTION DETAILS FOR ALL MEMBERS EXCEPT TH05E NOTED TO BE DE5I6N-BUILD ITEMS. ALTERNATE CONNECTION DETAILS REQUE5TED BY THE FABRICATOR SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL VIA A REQUEST FOR INFORMATION (RFI) PRIOR TO COMPLETION OF SHOP DRAWIN65. IN REFERENCE TO SECTION 3.1.6, FABRICATOR SHALL AL50 REVIEW PROJECT SPECIFICATIONS AND ARCHITECTURAL DRAWINGS TO DETERMINE PAINTIN6 AND 6ALVANIZIN6 REQUIREMENTS. MEMBERS EMBEDDED IN CONCRETE, MA50NRY OR TO RECEIVE SPRAY -ON FIREPROOFIN6 SHALL NOT BE PAINTED. DO NOT PAINT OR 6ALVANIZE AREAS OF PIECES TO BE FIELD WELDED, OR REMOVE PAINT AND 6ALVANIZIN6 IN FIELD PRIOR TO WELDING. IN REFERENCE TO SECTION 5.3, IN THE EVENT OF DI50REPANCIE5 BETWEEN DESI6N DRAWIN65 AND SPECIFICATIONS, THE DE5I6N DRAWIN65 GOVERN. IN ONCE TO SECTION 4.1, THE FABRICATOR SHALL NOT A55UME BID PACKA6E5 CONSTITUTE RELEA5IN6 THE MNIN65 FOR CONSTRUCTION WITHOUT EXPLICIT DIRECTION TO DO 50 BY THE OWNER. 3. SPECIFICATION FOR STRUCTURAL JOINTS U5IN6 A5TM A325 OR WO BOLTS. CONTRACTOR SHALL AL50 COMPLY WITH 05HA RE6ULATION 2q GFR PART 1g26 SUBPART R - STEEL ERECTION, PUBLISHED JANUARY 13, 2001. MI5GELLANEOU5 PLATE5 FOR 6UYIN6 GABLE ATTACHMENTS, TEMPORARY JOIST BRACIN6, ETC. SHALL BE ADDED AS REQUIRED. CONTRACTOR SHALL EVALUATE COLUMNS AND PROVIDE ADEQUATE BASE PLATE SHIMS, 6UY5, OR TEMPORARY BRACING AS REQUIRED PER SECTION 1g26.155. 33. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWIN6 REQUIREMENTS: TYPE OF MEMBER A5TM SPECIFICATION F9 A. WIDE FLAN6E AND WT 5HAPE5 Agg2 50 K5I B. PLATES, AN6LE5, CHANNELS, AND RODS A36 36 K5I G. PLATE5 (NOTED GRADE 50 ON DRAWIN65) A512 50 K5I D. PIPE MEMBERS A53 (TYPE E ORS, GRADE B) 35 K5I E. STRUCTURAL TUBIN6 (H55 - SQUARE OR RECTANGULAR) A500 (6RADE B) 46 K5I F. ANCHOR BOLTS OR ANCHOR RODS F1554 (6RADE 36) 36 K5I 6. CONNECTION BOLTS A325-N H. THREADED RODS FOR EPDXY 6ROUTED CONNECTIONS A36 OR A3016RADE G) 36 K5I 34. NOT USED 35. DIMENSIONAL TOLERANCE FOR STRUCTURAL STEEL MEMBERS SHALL BE PER THE AI50 CODE OF STANDARD PRACTICE FOR STEEL BUILDIN65 AND BRIDGES, SECTION 6.4 AND A5TM SPECIFICATION Ab. UNLESS SPECIFICALLY ALLOWED BY THE EN6INEER, COLUMN MEMBERS SHALL NOT BE MODIFIED BY THE ROTARY 5TRAI6HTENIN6 PROCESS. 36. ARCHITECTURALLY EXP05ED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE A.1.5.6. CODE OF STANDARD PRACTICE FOR STEEL BUILDIN65 AND BRID6E5, ADOPTED MARCH 18, 2005. ANY STEEL CANOPIES SHALL BE CONSIDERED ARCHITECTURALLY EXPOSED. SEE 5PECIFICATION5 FOR SPECIFIC FABRICATION AND ERECTION REQUIREMENTS FOR ARCHITECTURALLY EXF05W STRUCTURAL STEEL. 31. BOLTS IN CONNECTIONS NOT SPECIFIED AS SLIP -CRITICAL NEED ONLY BE TI6HTENED TO THE 5NU6 TI6HT CONDITION. THE 5NU6 TI6HT CONDITION IS DEFINED AS THE TI6HTNE55 THAT EXI5T5 WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. IF A SLOTTED HOLE OCCUR5 IN AN OUTER PLY, A FLAT HARDENED WASHER OR COMMON PLATE WASHER SHALL BE INSTALLED OVER THE SLOT. ALL SLIP -CRITICAL CONNECTION BOLTS SHALL BE APPROVED SELF LOAD INDIGATIN6 TYPES (SUCH AS BETHLEHEM INDICATOR BOLTS, LeJEUNE TENSION CONTROL BOLTS, ETC.), AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. CONNECTED PLIES SHALL BE PREPARED TO MEET THE REQUIREMENT5 FOR CLA55 A FAYIN6 SURFACES. 38. HOLE 5IZE5 IN STEEL MEMBERS FOR CONNECTIONS TO CONCRETE OR MA50NRY SHALL BE AS FOLLOWS UNLESS SPECIFIED OTHM15E ON THE DRAWIN65: MAXIMUM HOLE PIA. OVER NOMINAL BOLT PIA. ANCHOR TYPE OTHER THAN COL. BASE PLATES COL. BASE PLATES GA5T-IN-PLACE ANCHOR BOLTS 1/16" TABLE 14-2 OF AI56 STEEL CONSTR. MANUAL, 13TH ED. EXPANSION BOLTS 1/16" 5/16" EPDXY GROUTED BOLTS USE OF LAR6ER HOLES WOULD REQUIRE THE USE OF WELDED PLATE WA5HER5 AND WOULD REQUIRE PRIOR APPROVAL BY THE STRUCTURAL EN6INEER. HARDENED OR COMMON PLATE WA5HER5 ARE REQUIRED BELOW ALL NUTS WHERE OVERSIZED HOLES ARE USED AND SHALL BE SIZED TO COVER ENTIRE HOLE. MINIMUM WASHER 5IZE5 FOR COLUMN BASE PLATES SHALL BE IN ACCORDANCE WITH TABLE 14-2 OF THE AI% STEEL CONSTRUCTION MANUAL, 13TH EDITION. t) I > 0 WEBkWED FOR WE C OVED P.IANCE 'JUL 2 2 2015 r City of Tukwila WILDING DIVISION RECEIVED CITY OF TUKWILA JUN 10 2015 PERMIT CENTER J H N Y W a Q w N CO < 0 z 3aw,v��w rx P;. _ :asamN:iny� Job Number: S101203-02 Date: JUNE 3, 2015 Principal in Charge: JEC Project Manager: ETL Drawn By. MRM Sheet Title: GENERAL STRUCTURAL NOTES le - in n ® 2010 ARCHIT@CT8 i I I General Structural Notes (THE FOLLOWING APPLY UNLE55 5HO1NN OTHE"15E ON THE DRJAWIN65) 3q. OPEN HEB STEEL J0I5T5 AND JOIST 6IRDER5 (INGLUDIN6 BRID6IN6) SHALL CONFORM TO THE SPECIFICATIONS OF THE STEEL WOOD: 4q. TIMBER CONNECTORS GALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY 5IMP50N COMPANY, AS SPECIFIED IN JOIST INSTITUTE, LATEST EDITION, AND IBC SECTION 2206. SEE PLANS AND DETAILS FOR LOADING REQUIREMENTS. AT THEIR CATAL06 NO. C-2013. ALTERNATE CONNECTORS CONFORMING WITH IBC SECTION 1l16 MAY BE USED SUBJECT TO REVIEW JOISTS, THE PLANS INDICATE THE UNIFORM POUND PER FOOT LINE LOADS SHOWN AS (TOTAL LOAD, LIVE LOAD) WHICH INCLUDE 45. FRAMIN6 LUMBER SHALL BE KILN DRIED OR 116-11, AND 6RADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD AND APPROVAL BY THE STRUCTURAL ENGINEER. A CURRENT ICC-ES REPORT AND A LI5T 5TATIN6 THE ITEM -FOR -ITEM AN ALLOWANCE FOR THE WEIGHT OF JOISTS, UNLESS OTHERWISE NOTED. CONCENTRATED LOAD5 SPECIFIED ON THE PLANS OR 6RADIN6 RULES FOR WEST COAST LUMBER NO. 11. FURNISH TO THE FOLLOWIN6 MINIMUM STANDARDS: SUBSTITUTION MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR ANY PROPOSED SUBSTITUTES. THE CONTRACTOR SHALL BE DETAILS SHALL BE ADDITIVE TO THE SPECIFIED LINE LOADS. JOIST 6IFM LOADS INDICATED DO NOT INCLUDE AN ALLOWANCE RESPONSIBLE FOR ALL EN6INEERIN6 COSTS RELATIN6 TO REVIEW AND/OR RE-DE5I6N TO ACCOMMODATE PROP05ED SUBSTITUTIONS. FOR THE GIRDER SELF WEIGHT. FOR MEMBERS DENOTED 'STRUT' DESIGN TOP CHORD TO RE5I5T THE FACTORED EARTHQUAKE LOAD JOISTS: (2x MEMBERS) DOU6LA5 FIR NO. 2 INSTALL NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE SHOWN. IN ADDITION, All MEMBERS SHALL BE DE5I6NED TO SUPPORT A 5IN6LE 500 LB. ADDITIVE DOWNWARD POINT LOAD FROM MINIMUM BASIC M5I6N 5TRE55, Fb = q00 PSI, Fv = 180 P5I, E = 1600 K5I WITH THE MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBER5, CENTER STRAP ON JOINT AND ANY TOP OR BOTTOM CHORD PANEL POINT TO ACCOUNT FOR MISCELLANEOUS ARCHITECTURAL AND MECHANICAL ITEMS. CONTRACTOR INSTALL NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER, WITH EQUAL NUMBER AND SIZE OF FASTENERS IN SHALL COORDINATE WITH MECHANICAL CONTRACTOR AND JOIST MANUFACTURER FOR LOADS EXCEEDIN6 THI5 ALLOWANCE. WHERE (3x AND 4x MEMBERS) DOU6LA5 FIR NO. 1 EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO'A5TM A301. INSTALL WASHERS UNDER THE HEADS AND NUTS OF CONCENTRATED LOA95/HAN6ER5 DO NOT OCCUR AT PANEL POINTS, CONTRACTOR SHALL INSTALL ADDITIONAL WEB MEMBERS PER THE MINIMUM BA5IG DE5I6N 5TRE55, Fb = 1000 PSI, Fv = 180 P5I E = 1100 K5I ALL BOLTS AND LA6 SCREWS BEARIN6 ON WOOD. ALL SHIMS SHALL BE 5EA50NED AND DRIED AND THE SAME GRADE (MINIMUM) A5 INSTALLATION DETAILS OF THE JOIST MANUFACTURER WHERE REQUIRED. MEMBERS CONNECTED. BEAMS AND 57RIN6ER5: DOU6LA5 FIR NO. 1 JOIST MANUFACTURER SHALL CHECK ROOF MEMBERS AND PROVIDE UPLIFT BRID6IN6 AS REQUIRED TO ADEQUATELY BRACE THE (INGLUDIN6 bx AND LAR6ER MEMBERS) MINIMUM BASIC DESIGN STRESS, Fb = 1350 P5I, Fv = 110 PSI, E = 1600 K5I ALL TIMBER CONNECTORS IN CONTACT WITH PRE55URE-TREATED WOOD THAT USES PRESERVATIVE CHEMICALS OTHER THAN DOT BOTTOM CHORD A6AIN5T LATERAL MOVEMENT UNDER A NET WIND UPLIFT PRE55URE SHOWN ON THE DRAWINGS. CONTRACTOR SHALL 50DIUM BORATE (5BX) WITHOUT Na5i02 SHALL BE MANUFACTURED FROM ZMAX STEEL BY 5IMF50N (6185 STEEL PER A5TM Ab53), COORDINATE BRI06IN6 LAYOUT PRIOR TO JOIST ERECTION TO AVOID CONFLICTS WITH MECHANICAL DUCTHORK, FLOOR/ROOF POSTS: (4x MEMBERS) HEM -FIR NO. 1 OR TYPE 304 OR 316 5TAINLE55 STEEL. ALTERNATIVELY, CONNECTORS CAN BE P05T HOT DIP 6ALVANIZED PER A5TM A123 OR OPENIN65, OR OTHER MISCELLANEOUS ITEMS. ENDS OF BRID6IN6 ROW5 SHALL BE FIELD WELDED TO STRUCTURAL STEEL MEMBERS MINIMUM BASIC DE5I6N 5TRE55, Fc = 1550 PSI, E = 1500 K5I MECHANICALLY 6ALVANIZED PER A5TM B05, CLA55 55 OR 6REATER. 5TAINLE55 STEEL FASTENERS SHALL BE USED WITH OR TO PLATES BOLTED TO CONCRETE OR MASONRY WALLS UNLE55 OTHERWISE NOTED. 5TAINLE55 STEEL. CONNECTORS, AND HOT DIP 6ALVANIZED FASTENERS PER A5TM A153 SHALL BE USED WITH 6ALVANIZED (bx 6 LARGER MEMBERS) DOU6LA5 FIR NO. 1 CONNECTORS. CAMBER JOISTS IN ACCORDANCE WITH THE STEEL JOIST INSTITUTE STANDARDS, UNLE55 OTHERWISE NOTED. 5IZE MEMBERS TO MINIMUM BASK DE5I6N 5TRE551 Fc = 1000 PSI, E = 1b00 K5I — MEET THE FOLLOWING LIVE LOAD DEFLECTION CRITERIA UNLESS OTHERWISE NOTED: L/360 FOR SIMPLE SPAN ROOF MEMBERS AND 50. WOOD FRAMIN6 NOTES: THE FOLLOWIN6 APPLY UNLESS OTHERWISE NOTED ON THE DRAWINGS: — L/180 FOR ROOF OVERHAN65 STUDS, PLATES, LE06ER5 4 DOU6LA5 FIR NO. 3 OR STUD 6RADE MISCELLANEOUS LI6HT FRAMIN6: MINIMUM BASIC DE5I6N 5TRE55, Fb = 525 PSI, E = 1400 K5I A. ALL WOOD FRAMIN6 DETAILS SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBC. MINIMUM JOISTS THAT OCCUR WITHIN 3'-0" OF STEEL COLUMNS AND ALL JOISTS EXCEEDIN6 40'-0" IN LEN67H SHALL BE BOLTED TO Fa = 115 PSI, Ft = 325 P5I NAILIN6 SHALL CONFORM TO IBC TABLE 2304.q.I OR CURRENT ICC-E5 REPORT NER-212. COORDINATE THE THEIR SUPPORTS IN LIEU OF THE SPECIFIED FIELD WELDING, EXCEPT AT JOISTS MARKED 'STRUT' WHERE THE FIELD WELDING 5IZE AND LOCATION OF ALL OPENIN65 WITH MECHANICAL AND ARCHITECTURAL DRAWIN65. INSTALL WA5HER5 SHALL AL50 APPLY. USE (2) 1/2" DIAMETER A501 BOLTS FOR K-SERIES JOISTS AND (2) 5/4" DIAMETER A301 BOLTS FOR LH NOTE: FINGER JOINTED STUDS MAY BE SUBSTITUTED ONLY IF THEY UNDER THE HEADS AND NUTS OF ALL BOLTS AND LA6 5CREW5 BEARIN6 ON WOOD. INSTALLATION OF LA6 AND OLH-5ERIE5 JOISTS (VERIFY BOLT 5IZE/5PACIN6 WITH JOIST SUPPLIER). BOLTIN6 REQUIREMENT MAY BE OMITTED FOR MEET PRESCRIBED SENDING 5TRE55 4 TENSION 571;E55 CRITERIA. 56REM SHALL CONFORM TO 2005 N05 SECTION 11.1.3, AND INSTALLATION OF BOLTS SHALL CONFORM TO JOISTS LESS THAN 40'-0" IN LEN6TH WHERE WIDE FLAN6E BEAMS FRAME INTO STEEL COLUMNS IN AT LEAST TWO DIRECTIONS. 2005 N05 SECTION 11.1.2. SUBMIT SHOP DRAWINGS AND DE5I6N CALCULATIONS TO THE ARCHITECT, STRUCTURAL EN6INEER, AND BUILDIN6 DEPARTMENT FOR REVIEW PRIOR TO FABRICATION. SUBMITTALS SHALL INDICATE ALL CHORD AND WEB MEMBER 5IZE5 AND 5HOW ALL END CONNECTIONS. DnI6N CALCULATIONS SHALL BEAR THE STAMP AND 5I6NATURE OF A RE6I5TERED PROFESSIONAL EN6INEER, STATE OF WA5HIN6TON. 40. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.5.0. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS U5I% E70XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. DO NOT PAINT OR 6ALVANIZE AREAS OF PIECES TO BE FIELD WELDED, OR REMOVE PAINT AND 6ALVANIZIN6 IN FIELD PRIOR TO WELDIN6 WELDING OF GRADE bO REINFORCIN6 BARS (IF REQUIRED) SHALL BE PERFORMED U5IN6 LOW HYDROGEN ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCIN6 STEEL IS NOT PERMITTED. SEE REINFORCEMENT NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. THE WELD SYMBOLS SHOWN ON THE PRANIN65 ARE INTENDED ONLY TO AIDE THE CONTRACTOR IN THE DETERMINATION OF FIELD VER50 SHOP WELDIN6. THE CONTRACTOR SHALL WORK WITH THE FABRICATOR AND ERECTOR TO COORDINATE THE FINAL DETERMINATION OF FIELD VERSUS SHOP WELDS TO ACCOMMODATE THE CONSTRUCTION 5EQUENGIN6 OF THE PROJECT. ALL WELDS SHALL BE MADE WITH A FILLER WELD METAL THAT HAS A MINIMUM CHARPY V-NOTCH TOU6HNE55 OF 20 FT.-LB5. AT 0 DE6REE5 F, AS DETERMINED BY AW5 CLA55IFICATION OR MANUFACTURER CERTIFICATION. PROP05ED FILLER MATERIAL FOR BOTH SHOP AND FIELD WELDS SHALL BE SUBMITTED FOR REVIEW PRIOR TO CONSTRUCTION. 41. METAL ROOF DEGKIN6: PROVIDE 5IZE, TYPE, 6A6E, AND ATTACHMENT TO THE 5UPPORTIN6 STRUCTURE AS 5HOWN ON THE DRAWIN65. ALTERNATES MUST BE CONNECTED ACGORDIN6 TO PUBLISHED I66-E5 CRITERIA FOR DIAPHRA6M SHEARS SHOWN. PROVIDE 5HORIN6 WHERE REQUIRED PER MANUFACTURER'S PUBLISHED CRITERIA. ALL DEGKIN6 SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE. SUBMIT DECK INFORMATION TO ARCHITECT AND EN6INEER PRIOR TO BE6INNIN6 SHOP "IN6S. 42. COLD -FORMED STEEL FRAMIN6 MEMBERS SHALL BE OF THE SHAPE, SIZE, AND 6A6E 5HOWN ON THE DRAWIN65. NOTATIONS ON THE DRAWINGS, RELATIN6 TO MEMBER TYPES AND SIZES OR MISCELLANEOUS FRAMIN6 ITEMS, REFER TO CATALOG NUMBERS OF MEMBERS MANUFACTURED BY 56AFCO CORPORATION, SPOKANE, WA. PRODUCTS BY OTHER MEMBERS OF THE 115TEEL STUD MANUFACTURER'S A55OCIATION" MAY BE SUBSTITUTED FOR FRAMIN6 SHOWN, PROVIDED THEY ARE EQUIVALENT IN SHAPE, SIZE, STIFFNESS, AND 5TREN6TH, AND CONFORM TO IGG-E5 REPORT NO. 4g43. ALTERNATE FRAMIN6 SHALL BE SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL EN6INEER PRIOR TO FABRICATION. ALL COLD -FORMED STEEL FRAMIN6 SHALL AL50 CONFORM TO THE A.I.5.I. "SPECIFICATION FOR THE DB16N OF COLD -FORMED STEEL STRUCTURAL MEMBER5." SEE 20/51.1 FOR METAL FRAMING NOTES. 43. HEADED STUDS FOR COMPOSITE CONNECTION OF STRUCTURAL STEEL TO CONCRETE AND THREADED STUDS (CPL'5) FOR CONNECTION OF STRUCTURAL STEEL TO OTHER ELEMENTS SHALL BE MANUFACTURED FROM MATERIAL CONFORMIN6 TO A5TM A108 6R. 1010 THROU6H 1020 (TYPE 2, Fu = bO K5I MIN.). HEADED STUDS SHALL BE WELDED IN CONFORMANCE WITH THE REQUIREMENTS OF A.W.5 CHAPTER 1. UNLE55 OTHERWISE NOTED, STUDS SHALL BE WELDED BY THE AUTOMATIC MACHINE WELDING PROCESS IN CONFORMANCE WITH A.W.5. REQUIREMENTS. STUD TYPE5 SHALL BE MANUFACTURED BY NELSON STUD WEL.DIN6, INC. OR EQUIVALENT. HEADED STUDS SHALL BE TYPE 55L SHEAR CONNECTORS, THREADED STUDS SHALL BE TYPE GPL PARTIALLY THREADED 5TUD5. 44. DEFORMED BAR ANCHORS 02L's) SHALL BE TYPE D2L ANCHORS BY NEL50N STUD WELDING, INC., OR EQUIVALENT. ANCHORS SHALL BE MADE FROM GOLD ROLLED, DEFORMED STEEL CONFORMIN6 TO A5TM A-4gb. P 46. EN6INEERED WOOD I-JOI5T5 SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS, STIFFENERS, ETC., SHALL BE DETAILED AND FURNISHED BY THE MANUFACTURER. PERMANENT AND TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS. ALL JOIST HAN6ER5 AND OTHER HARDWARE SHALL BE COMPATIBLE IN 5IZE WITH EN6INEERED WOOD I-JOI5T5 PROVIDED. DE5I6N SHOWN ON THE DRAWINGS IS BASED ON RESIDENTIAL JOISTS MANUFACTURED BY WEYERHAEU5ER IN ACCORDANCE WITH ICG-E5 REPORT NO. E5R-1153. ALTERNATE EN6INEERED WOOD I-J0I5T5 MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL EN6INEER. A CURRENT NER OR ICC-E5 REPORT AND A LIST 5TATIN6 THE ITEM -FOR -ITEM 5UB5TITUTION MUST BE SUBMITTED TO THE STRUCTURAL EN6INEER FOR ANY PROPOSED SUBSTITUTES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EN6INEERIN6 COSTS RELATIN6 TO REVIEW AND/OR RE-DE5I6N TO ACCOMMODATE PROP05ED SUBSTITUTIONS. DE5I6N LOADS SHALL BE AS FOLLOWS, UNLE55 OTHERWISE NOTED: LIVE LOAD PER PE5I6N LOADIN6 CRITERIA DEAD LOAD 23 P5F THE JOIST MANUFACTURER SHALL COORDINATE LOCATIONS AND SUPPORT CONFI6URATION5 OF PLUMBIN6, MECHANICAL UNITS, DUCTS, AND/OR OTHER MISCELLANEOUS ITEMS WITH THE CONTRACTOR PRIOR TO JOIST FABRICATION. THE J015T MANUFACTURER SHALL DE5I6N JOISTS TO SUPPORT ALL LOADS ASSOCIATED WITH SUCH ITEMS. THE J015T SHOP DRAWIN65 SHALL INCLUDE ALL DE5I6N LOADS AND APPROVED HANGER CONNECTION DETAILS TO JOISTS FOR SUPPORT OF HUNG MECHANICAL SYSTEM COMPONENTS. SUBMIT SHOP DRAWINGS TO THE ARCHITECT AND STRUCTURAL EN6INEER FOR REVIEW PRIOR TO FABRICATION. ALL I -JOIST HAN6ER5 SHALL BE 'MIT' SERIES, UNLE55 OTHERWISE NOTED. 41. ROOF, FLOOR # WALL 5HEATHIN6 SHALL BE APA RATED, EXTERIOR OR EXPOSURE 1 PLYHOOD OR ORIENTED STRAND BOARD (05B) IN CONFORMANCE WITH IBC SECTION 2303.1.4. 5HEATHIN6 SHALL BE MANUFACTURED UNDER THE PROVISIONS OF VOLUNTARY PRODUCT STANDARDS DOG P5 1-01, P5 2-04, OR APA PRP-108 PERFORMANCE STANDARDS AND POLICIES FOR STRUCTURAL USE PANELS. SEE DRAWIN65 FOR THICKNESS, SPAN RATIN6, AND NAILING REQUIREMENTS. UNLESS OTHERWISE NOTED, WALL 5HEATHIN6 SHALL BE 1/2" (NOMINAL) WITH SPAN RATIN6 OF 24/0. GLUE FLOOR 5HEATHIN6 TO ALL 5UPPORTIN6 MEMBERS WITH ADHESIVE CONFORMIN6 TO APA SPECIFICATION AF6-01. 48. ALL PRE55URE-TREATED (P.T.) WOOD MEMBERS SPECIFIED ON THE DRAWIN65 THAT OCCUR ABOVE GROUND AND CONTINUOUSLY PROTECTED FROM MOISTURE (INTERIOR LOCATIONS) SHALL BE PRE55URE-TREATED WITH DOT 50DIUM BORATE (5BX) WITHOUT N6102. AT LOCATIONS PERMANENTLY EXP05ED TO WEATHER OR IN CONTACT WITH THE 6ROUND, WOOD MEMBERS SHALL BE PRE55URE-TREATED WITH COPPER AZOLE GA-B (HEM -FIR ONLY), OR ALKALINE COPPER QUAT (ACQ-C FOR DOU6LA5-FIR, OR ACQ-D FOR HEM -FIR) PRESERVATIVES UNLE55 OTHERWISE NOTED. AMMONIACAL COPPER ZING AR5ENATE (ACZA) PRESERVATIVE, OR OTHER PRESERVATIVES WITH AMMONIA CARRIERS, SHALL NOT BE USED. 5EE GENERAL STRUCTURAL NOTES 41 AND 51 FOR MATERIAL REQUIREMENT5 OF CONNECTORS AND FASTENERS IN CONTACT WITH PRE55URE-TREATED MEMBERS. INSTALL 2 LAYERS OF ASPHALT -IMPREGNATED BUILDIN6 PAPER BETWEEN UNTREATED LE06ER5, BLOCKIN6, ETC., AND CONCRETE OR MASONRY. B. WALL FRAMIN6: TWO STUDS MINIMUM SHALL BE INSTALLED AT THE ENDS OF ALL WALL5, UNLESS OTHERWISE NOTED. INSTALL SOLID BLOCKIN6 FOR WOOD COLUMNS THROU6H FLOOR SPACES TO SUPPORTS BELOW. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO MOD FRAMIN6 BELOW WITH 16d NAILS AT 12"oc 5TA66ERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS ® 4'-0"oc PER IBG SECTION 2308.6 (EMBED T), UNLE55 OTHERWISE NOTED. 3 x 3" x 0.22q" PLATE WA5HER5 SHALL BE USED WITH ALL SILL PLATE ANCHOR BOLTS AND INSTALLED PER AF4PA 5DPW5-2005 SECTION 4.5.6.4.3. INDIVIDUAL MEMBERS OF BUILT-UP STUD POSTS SHALL BE NAILED TO EACH OTHER WITH 16d ® 12"oc 5TA66ERED. C. FLOOR FRAMIN6: INSTALL 50LID BLOCKING AT ALL BEARIN6 POINTS. TOENAIL J0I5T5 TO SUPPORTS WITH TWO 10d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH 5IMP50N METAL JOIST HAN6ER5 IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS T06EVM WITH Ibd ® 12"oc 5TA66ERED. FLOOR 5HEATHIN6 SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AS 5HOWN ON THE DRAWIN65. ALL FLOOR 5HEATHIN6 ED6ES SHALL HAVE APPROVED TONGUE-AND-6ROVE JOINTS OR SHALL BE SUPPORTED WITH 50LID BLOCKING. ALLOW 1/8" 5PAGIN6 AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF 5HEATHIN6. TOENAIL BLOCKIN6 TO SUPPORTS WITH 16d ® 12"oc. AT BLOCKED FLOOR AND ROOF DIAPHRA6M5, INSTALL FLAT 2x BLOCKIN6 AT ALL UNFRAMED PANEL EDC-n AND NAIL WITH ED6E NAILIN6 SPECIFIED. D. NAILIN6: MINIMUM NAIL DIAMETER AND LEN6TH SHALL BE AS FOLLOW5: — NAIL SIZE ON DRAWINGS DIAMETER AND LEN6TH 5HEATHIN6 NAILS 8d 0.131" x 2 1/4" 1Od 0.148" x 2 1/2" FRAMIN6 NAILS IOd 0. 148" x 3" 16d 0.148" x 3 1/4" 51. ALL TIMBER FASTENERS IN CONTACT WITH WOOD TREATED WITH ONE OF THE APPROVED PRESERVATIVE CHEMICALS LISTED IN THE NOTES ABOVE, OTHER THAN DOT 50DIUM BORATE (55X) WITHOUT Na5iO2, SHALL BE P05T HOT DIP 6ALVANIZED PER A5TM A153. 52. 06INEERED LUMBER: EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE 6RADE, THE NER OR ICG-E5 REPORT NUMBER, AND THE QUALITY CONTROL A6ENCY. ALL MEMBERS SHALL BE MANUFACTURED WITH AN APPROVED ADHESIVE. BEAMS: LAMINATED STRAND LUMBER (L5L) Fb = 2250 PSI, E = 1500 K5I, Fv = 400 PSI (DEPTH > q 1/211) Fb = 1100 P5I, E = 1300 K5I, Fv = 400 PSI (DEPTH < q 1/2") LAMINATED VENEER LUMBER (LVL) Fb = 2600 PSI, E = 1g00 K5I, Fv = 285 P5I PARALLEL STRAND LUMBER (P5L) Fb = 2g00 PSI, E = 2000 K5I, Fv = 2qO PSI RIM BOARD: LAMINATED STRAND LUMBER (L5L) Fb = 1100 PSI, E = 1300 K5I, Fv _ = 400 PSI DE5I6N SHOWN ON THE DRAWIN65 IS BASED ON LUMBER MANUFACTURED BY WEYERHAEU5ER IN ACCORDANCE WITH ICG-E5 REPORT NO. E5R-IBbl- ALTERNATE ENGINEERED LUMBER MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL EN6INEER. A CURRENT NER OR ICG-E5 REPORT AND A LIST 5TATIN6 THE ITEM -FOR -ITEM SUBSTITUTION MUST BE SUBMITTED TO THE STRUCTURAL EN6INEER FOR ANY PROP05ED SUBSTITUTES. U RECEIVED CITY OF TUKWILA JUN102015 PERMIT CENTER �ElE1i�ED FOR CODE COMPLIANCE APPROVED JUL 2 2 2015 r City of Tukwila BUILDING DIVISION H F- m y H C Y W a Q w T N co Q � 0 z N ra w Ai i£ �m �e Job Number: S101203-02 Date: JUNE 39 2015 Principal In Charge: JEC Project Manager: ETL Drawn By. MRM Sheet Title: GENERAL STRUCTURAL NOTES Sheet Number: si a N ® soyo FULLER -SEARS 3 ARCHITECTS P 0 N A C�i n n n n PLANNOTES: I. SLAB ELEVATION SHALL BE A5 SHOWN IN PLAN. SLAB -ON -GRADE 5. THE FLOOR SYSTEM CON515T5 OF 3/4" GYPCRETE TOPPING D7 C8)7 SHALL BE 6" THICK WITH #4 ® I6"oc EA. WAY, U.O.N. PROVIDE OVER 3i" T&G 5HEATHING (PANEL SPAN RATING 48/24). 26'-102" 23'-6" 26'-102" 26'-102" 23'-6" 26'-102"01 52.1a I LOCATED ON GRID 3.1 14/55.2 _j la/53.3 O TYP. VAPOR BARRIER PER SPECIFICATIONS BELOW SLAB AT INTERIOR BLOCK 4 NAIL SHEATHING PER PLAN NOTE 1. GLUE SPACES OVER FREE -DRAINING GRANULAR FILL PER 5HEATHING AT ALL SUPPORTS W/ ADHE51VE CONFORMING SPECIFICATIONS. SEE ARCHITECTURAL DRAWIN65 FOR SLAB TO A.P.A. SPECIFICATION AFG-01. DEPRE55ION AND SLOPE REQUIREMENTS. 6. ALL 5TAIR5 AND LANDING5 NOT SPECIFICALLY SHOWN ON THE 52.Ib 2. PROVIDE CONSTRUCTION 4 CONTRACTION JOINTS IN 5LA55 ON STRUCTURAL PRAININ65 ARE DE516N BUILD COMPONENTS. ALL GRADE TO DIVIDE SLAB INTO RECTANGULAR AREAS 300 SQUARE DESIGN BUILD STEEL COMPONENTS 5HA11 BE DE5I6NED, ® FEET OR LESS. AREAS SHALL BE APPROXIMATELY SQUARE AND DETAILED, AND SUPPLIED BY THE STEEL FABRICATOR - SEE HAVE NO ACUTE ANGLES. POUR SLAB IN A ALTERNATING LONG GENERAL STRUCTURAL NOTE 12. SUPPLY AND INSTALL STRIP SEQUENCE. JOINT LOCATIONS MUST BE APPROVED BY THE COMPLETE STAIR 5Y5TEM5 INGLUDING TREADS, RISERS, AND ARCHITECT. SEE 10/53.1 FOR TYPICAL JOINT LAYOUT AND SLAB INTERMEDIATE LANDING5. ANY NON -STEEL COMPONENTS POUR SEQUENCE. INCLUDING FOOTIN655 SHALL BE DE5I6NED PER GENERAL STRUCTURAL NOTE 12 AND SHALL BE SUPPLIED AND 3. TOPS OF ALL FOOTING5 5HOWN IN THI5 PLAN SHALL BE AT INSTALLED BY SUPPLIERS AND SUBCONTRACTORS A5 DIRECTED OB ELEVATION-I'-6", U.O.N. OVER EXCAVATE AND PLACE BY THE GENERAL CONTRACTOR. SUITABLE COMPACTED FILL AS DIRECTED BY GEOTECHNICAL ENGINEER WHERE REQUIRED. CONTRACTOR SHALL COORDINATE 1. AT AREAS INDICATED AS BLOCKED DIAPHRAGM, PROVIDE 2x - WITH FINAL 51TE 6RADE5 AND MAINTAIN MINIMUM DEPTH OF FLAT BLOCKING (PER GENERAL STRUCTURAL NOTES) AT ALL ® FOOTING5 5HOWN ON THE DRAWING5. UNFRAMED PANEL E06E5. NAIL 5HEATHIN6 AT ALL PANEL E06E5, DIAPHRAGM BOUNDARIES, BLOCKIN6,AN0 EXTERIOR SHEAR WALL5 4. SEE ARCHITECTURAL/MECHANICAL/GIVIL/UTILITIE5 DRAININC75 BELOW W/ (2) ROW5 OF 10d @ 50oc, EACH ROW STAGGERED. NAIL FOR UNDER5LAB PIPING. COORDINATE FOUNDATION DEPTHS AND 5HEATHING IN PANEL FIELD TO ALL STRUTS, STRUT BLOCKING, AND ® PIPING IN ACCORDANCE WITH IS/53.1 . INTERIOR SHEAR WALL5 BELOW W/ (2) ROW5 OF 10d @ 4"oc, EACH _ ROW 5TAGGERED. S 'AGE ROW5 %" MINIMUM AND MAINTAIN A MINIMUM 3/8" J015T AND PANEL EDGE DISTANCE. NAIL 5HEATHIN65 ® AT ALL INTERMEDIATE SUPPORTS W/ 10 ® 12"oc. TOP OF SLAB ELEVATION TOP OF FOOTING ELEVATION STEP IN TOP OF SLAB O FOOTING MARK PER 20/53.3 high ® 10w STEP IN FOOTING PER 12/53.1 [XI-X"] TOP OF STEEL BEAM ELEVATION HIGH LOAD CONNECTION PER 10/55.2 THE ONLY STRUCTURE FOR MEZZANINE TI 15 THE FRAMING NOTED WITH * IN THI5 ZONE SEISMIC FORCE l SISTINTI SYSTEM LEGENDi SEE GENERAL STRUCTURAL NOTE 14. SHEAR WALL THI5 LEVEL 5W-x PER SCHEDULE OF 20/56.1 BRACED FRAME PER ELEVATION -x OF SHEET 55.5 PANEL MARK PER ELEVATION fD-x OF SHEET 55.5 4 53.6 STRUT DRAG STRUT OR CHORD COMPONENT OF THE SEISMIC FORGE RE515TIN6 SYSTEM DIAPHRAGM DIAPHRAGM AT THI5 LEVEL CON515T5 OF THE FLOOR 5Y5TEM PER PLAN NOTE 5. BLOCKED DIAPHRAGM PER PLAN NOTE 7 _ J AND FRAMING PER O OTHER FOUNDATION FRAMING SHOWN ARE Hp HOLDOWN THI5 LEVEL PER SCHEDULE OF 1/56.1 t�'-- L w RE1D FOR CODE C MPLIANCE APPOVED JUL 2 2 2015 City of Tultvila WILDING DIVISION CONT. RIM BOARD* PER 8/56.5 8/56.3 A II/56.1 FIN •\ I I IN IN !!�!A!!!�!!,�0�,!!!�s�! as RiM�i�i�i�i��`" ON I MEZZANINE FRAMING MEZZANINE FRAMING 52.1a�:2,e �Q FOUNDATION FRAMING PLAN H H oc W a Q Lil • Qf� H r N w I- c+� a � 0 z e SECOND AVENUE - SUITE 900 P. 2061343-0460 06/o3/I� ar�9��:t�.rrc r� Job Number: S101203-02 Date: JUNE 35 2015 Principal in Charge: JEC Project Manager. ETL Drawn By. MRM Sheet Title: BUILDING A FOUNDATION PLAN - NORTH Sheet Number. SAC= N2010 0 FULLER -SEARS ARCHITECTS �Wzs H M 9 U T I 2 3 4 21'-,2" 26'-102" 23'-6" 26'-102" 6 26'-102" 23'-6" ROOF SLOPE CONTINUES AT VV PER FOOT TO WALL. SKYLIGHT PER ARCH L TYP SEE DETAIL 2/551 TOP R = 7 8 26'-10211 I. 2. PLAN NOTES: ROOF DECKING SHALL BE IVY DEEP x 226A, U.O.N. SEE 5/55.1 FOR PROPERTIES AND ATTACHMENT REQUIREMENTS. J015T MANUFACTURER SHALL DE516N J015T5 FOR LOA05 INDICATED A5 WELL A5 MECHANICAL EQUIPMENT. J015T5 SHALL BE ADDED FOR SPECIAL LOADS AND OPENINGS AS REQUIRED. 52.2a 52.2b 3. LEDGER ANGLE5 OR EMBEDDED PLATES ARE REQUIRED AT ALL INTERSECTIONS OF METAL DEGKING AND CONCRETE n WALL5. SEE DETAILS. W8x10 STRUT 4. SEE METAL DECKING NOTES FOR SPECIAL CONNECTION REQUIREMENTS AT STRUTS. SEE DETAIL 2/55.4 FOR FILLER 4 REQUIRED AT J015T DENOTED STRUT. 4/55.4 11/55.3 - 5. STEEL J015T5 SHALL BE SPACED EQUALLY A5 5HOWN, U.O.N. 10 5.1 TYP. TY 6. 51ZE5 OF MEMBERS OF BRACED FRAMES APPEAR ON BRACED FRAME ELEVATIONS. 1. J015T MANUFACTURER SHALL DE519CN JOISTS FOR THE UNIFORM LINE LOADS INDICATED ON PLAN (TOTAL LOAD, LIVE LOAD) WHICH INCLUDE AN ALLOWANCE FOR THE WEIGHT OF JOISTS. IN ADDITION, DE516N FOR 5UFERIMF05ED CONCENTRATED LOA05 INDICATED ON THE DRAWING5 AND AND NET WIND UPLIFT FRE55URE OF 6 P5F. FOR J015T DENOTED 'STRUT' DE516N TOP CHORD TO RE515T FACTORED EARTHQUAKE LOAD 5HOWN. 0 o r r 0 0 6. MECHANICAL UNIT MAX. WEIGHT 2,000 Ibis. SUPPORT EA. 51DE OF UNIT WITH .4 5x5x5/8 CONNECT 4 TO 0 0 cc0�v N ROOF FRAMING 4 EA. OTHER PER 3/55.1. SUPPORT DUGT OPENING5 IN THE ROOF PER 3/55.1 . TOP R 73 PER 8/55.4 - - o o 5 FOR SUPPORT FRAMING 0 0 N m m q. THE GENERAL CONTRACTOR SHALL REINFORCE ALL OPENING5 AT ROOF DEGK5 PER GENERAL STRUCTURAL NOTE 16. PER 8/5 .4 ALL OPENIN65 MAY NOT BE 5HOWN ON THE STRUCTURAL DRAWING5. SEE ARCHITECTURAL, MECHANICAL AND FRAME DECK ELECTRICAL DRAWINGS FOR ADDITIONAL OPENING5 NOT 5HOWG N. CONTRACTOR SHALL COORDINATE OPENIN W8x10 0 -0 d-� DIMEN51ON5 AMONGST ALL TRADES. Of ENING5 PER 3/55.1 , U.O.N. STRUT 73 I 28G4Nq.OK I 28G4Nq.8K I I 2864N10.5K I 28G4N11.4K 28G4N1.3K 28654N8.2K ( 1 T.O.5TEEL LEGEND-. EL.=27 -q L- TYP. ALONG [x'-x"] TOP OF STEEL BEAM ELEVATION TL=xk TOTAL LOAD (KIPS) 5/55.5 15TRUT STRUT GRID D LL=xk LIVE LOAD (KIPS) HIGH LOAD CONNECTION PER 10/55.2 I o do 0 0 o OF CAMBER REQUIRED C=x" AMOUNTB 1 r r r T.o. 5TL• TOP OF STEEL EQUALS AT AM MIDSPAN 1 g 0 00 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0'X�_Xp BOTTOM OF METAL DECK do do0 0 -a � -6 -a 4 STRUT 4 5x5x546 - SPLICE PER 14/55.1 I m m m m do do NOTE I ISGA. ROOF DECK �- PER 5/55.1 T.O. STEEL EL.=28'-8" [HI, [L] RELATIVE PLACEMENT OF FRAMING 15TRUT STRUT TYP. ALONG MEMBER OR DETAIL OUT. 6/55.4 GRID H [H] HIGH, [L] LOW 28G4NI2.3K 2864NI2.3K I 2864NI2.3K 28G4NI2.3K I I 2864NI2.3K 28G4Nq.8K I I 2864N81K 1 STRUT (8k) N 1XN ZIN 20/55.4 0 0 is SEISMIC O C E RESISTING L u, �n 4 TYP. r r N 15TRUT STRUT N N a "I � _0 43 _0 �G S S TE I.. GE s I o do I I - Ir- do o do 0 0 0 0 o O kn ��t O to 1� t�V -6 -6 6 6 6 6 -6 N �° y' X L T.O. STEEL do d0 n � SIM. EL.=28'-3V2a ZINo pi `r r- T.O. STEEL - N m - N 0 o N SPLICE CONN. �_ .� N PER 14/55.1 , �- TYP. ALONG �-1 5 TYP. GRID M NOTE 8 - - sx5x�(6 CONN. G4NI2.3K 28G4NI2.3K 28G4N12.3K TO GOO. PER 14/55.2 28 28G4N8.7K 28G4N8.7K WI2x26 (WS CONDITION) _ [2-('_6/2"] CONN. TO 'K' J015T STRUT (81G) PER 3/55.1 15/55.4 20/55.2 [L] _ w 0 0 0 0 0 0 12/55.4 [H] N O N co � O o N d�i do doI O �p ----- r--- - N N d- I V I I I E (f�" 13/55.4 -4j do o do 0 0 0 0 o m STRU �+ I I I INA22 1 x 10------_J _ I-- --- --� WI4x22 P 1 0 0 o WI2x26 � TYP. 2l'-O/2" II do do (n 27'-0"1 q/55.3 T.O. STEEL 6/55.3 IS/55.4 NOTE 8 , O SIM. EL.=2T-4/2" 12/55.4 [H] CA -a " CANOPY FRAMING R 15TRUT STRUT CD �. ,z u; PER PARTIAL PLAN 1 - --- - I d- � 5x5x�i(y - coNN. OF 20/55.1 , P. TO COL. PER 14/55.2 1 LAM 4,01 - (WS CONDITION) c <t; 0I2x26 CCONN. TO 'K' J015T �7 L---�55.4 - J L--- ---- t [26'-I%2"I PER3/55.1 0 NP• 20/55.2 [L] T.O. STEEL 6/55.3 N �rJ o N 12/55.4 [H] 6.9 CANOPY FRAMING EL.=26-10" X o 0 o X PER PARTIAL PLAN OF 20/55.1 , TYP. 13/55.4 T.O. STEEL 13/55.4 MEZZANINE MECHANICAL UNI PLATED PER PLAN NOTE 8 EL.=27'-4" WI4x22 20/55.2 [L] IS/55.4 12/55.4 [H] 3.9 52.2a 52.2b � � SEE GENERAL STRUCTURAL NOTE 14. BRACED FRAME PER ELEVATION Br--x OF SHEET 55.5 PANEL MARK PER ELEVATION FX OF SHEET 53.5 AND 53.6 STRUT DRAG STRUT OR CHORD COMPONENT OF THE SEISMIC FORGE RE515TING 5Y5TEM DIAPHRAGM DIAPHRAGM AT TH15 LEVEL CONSISTS OF THE ROOF DECK PER PLAN NOTE I. l �Q ROOF �RAMI_NG PLAN RECEIVED CITY OF TUKWILA JUN102015 PERMIT CENTER E WED FOR CQMPLIAN H H m CIO Cn W a Q w • r N LIJ M Q � 0 z �k�srvmxmeav H '. Job Number: S101203-02 Date: JUNE 3, 2015 Principal in Charge: JEC Project Manager: ETL Drown By. MRM APPAMED CE Sheet Number: JUL 2 2 2015 E s 2 N(Y of Tukv ila LDING DIVISION N _ ® 2070 FULLER -SEARS 3 ARCHITECTS RECE55 AT OVERHEAD TRUCK DOORS PER ARGH'L ORAININ65 INHERE OCCURS 24 #4 x @ 24"oc - 0 (205 CONT. r- EXTERIOR PAVING PER ARGH'L/CIVIL PANEL PER PLAN IN/ REINF. PER ELEVATION ®i REINF FOR GALL -OUTS FOOTING PER 20/53.2� 3708 IN COMMON SEE AT 51M. 1 DETAIL Iq/53.2 2 6 7 _I _ nLnll PI AM k Mniki- 5LAB-ON-6RADE-J PER PLAN #4 @ 12"oc HORIZ. #5 x L @ 12"oc GTRD. #5 @ 12"oc EA. WAY BOTTOM RECE55 AT OVERHEAD TRUCK DOORS PER ARCH'L ORAWIN65 24 #4 x -I @ 24"oc SLAB -ON -GRADE PER PLAN #4 @ 24"oc- (ALT. HOOKS) FOOTING PER 20/53.2 BOTTOM TRACK - PER 15/51.1 %2" EXP. JOINT - OR MEMBRANE BOND -BREAKER SLAB -ON -GRADE PER PLAN el. per plan 1- #4 @ 12"oc HORIZ.- 16 17 a" TYP. H BI is B2 tf STEM REINFORCING VERT. HORIZ. FOOTING REINFORCING TOP LONGIT. UP TO 5' 1" a" 1'-611 1211 #4 @ la" #4 @ 12" #5 @ 12" (405 61 111 all 11_611 121' #4 @ la" #4 @ 12" #5 @ 121' (05 7' 1'-0" 8" 2'_0" 1211 #4 @ 10" #4 @ 12" #5 @ 12" (405 all 2'_611 1211 #5 @ 12" #4 @ 12" #5 @ 12" (405 •2 NOTE : MAXIMUM HORIZ. DESIGN PRE55URE = 40 PGF MINIMUM ALLOWABLE BEARING = 2500 P5F COEFFICIENT OF FRICTION = 0.4 (INGLUDING FACTOR OF SAFETY) PASSIVE RESISTANCE = 250 PCF 3031 3 PER ARGH'L ------ ----------------------------- 24 12 #5 x 241@ 16"oc 1 WALL BEYOND NP• ; I GONT. GALV. 4 4x4x% w IN/ %2" � x 4" STUDS @ COY #4 CONT. FIN15HED GRADE I6"oc 0000 $ S (2)#5 GONT. I II PANEL PER PLAN #5 @ I6"oc REINF. PER EA. WAY ELEVATION FOOTING PER PLAN 11/53.2 3014 13 b" STUDS PER 10/51.1 (2)#4 GONT. TOP #4 @ I6"oc VERT. ALT. HOOKS CONTINUE FOOTING �'='INF. PER ADJACENT DETAILS #4x4'-O" @ l b"oc • 3026 9 BASE R PER 15/53.3 , TYPE II (TRUNCATED PER 15/55.3 WHERE READ. el. per plan REINF. PER SCHEDULE OF 20/53.3 FOR GALL -OUTS IN COMMON SEE DETAIL 15/53.2 GRID 4 ( OL. q I L..I'% .A rI"Wv&." OF 20/53.5 STEEL COLUMN PER PLAN CONTINUE REINF. INTO SPREAD FTC. PER 15/53.2 PYDTH DEPTH BOT. REINF. TOP RiffYNF LONG. TRAN5V. LONG. TRANSV. I 11 3 -0 2111(05 #4 @ 12 oc (6)#5 #4 @ 12 oc 5'-0" 3011 (6)#5 #5 @ 101106 (605 #5 @ 10"oc return weld only top 3%2" on s 6 sides of plate EMBED 4 PER 13/53.4 - - LOCATE PER ELEVATIONS TOP REINF. PER SCHEDULE FOR GALL -OUTS N COMMON SEE m DETAIL 20/53.2 3700 14 PLACE CONTROL - JOINTS @ 40'-01106 MAX. AT INALL IN/ SMOOTH DOWELS TO MATCH HORIZ. a_- REINF. (GREA5E ONE END) STUD WALL PER PLAN ANCHOR BOLTS PER � GENERAL STRUCTURAL NOTES (PER 20/56.1 AT SHEAR WALL5) EMBED 3" MIN. BELOW BOT. OF SLAB 2x P.T. PLATE Ox P.T. PLATE AS READ. PER 20/56.1 ) 7J- 0 BOTTOM TRACK PER 15/51.1 (ANCHOR BOLT CONN. PER 20/56.1 AT SHEAR WALL5) %2" EXP. JOINT OR MEMBRANE BOND -BREAKER SLAB -ON -GRADE PER PLAN el. per plan (2)#4 CONT. TIP --TM( #4 @ 12"oc HORIZ. #4 @ 16"oc VERT. ALT. HOOKS (2)#4 COW. - CONTINUE 2'-0" INTO SPREAD FTC. WHERE OCCURS el. per arch'I PROVIDE FREE -DRAINING MATERIAL AS SPECIFIED PER GIVIL DRAWIN65 4 SPECIFICATIONS PER GENERAL STRUCTURAL NOTES GONT. I%2"x3V2" KEYED JOINT BI is B2 1- 3011 5 P05T PER ABU44 IN/ %211,$), PLAN EXP. BOLT (EMBED 4") I I AT 51M. I I I I I I I SHEATHING PER 20/56.1 ' AT SHEAR WALLS I I I (204 CONT. TOP BOT. I I I • II • I\ _i 1'-611 3029 10 6" STUDS PER 10/51.1 W STUDS PER 10/51.1 AT SIM. 4' 5HEATHIN6 PER 20/56.1 AT SHEAR INALL5 I II SLAB -ON -GRADE WHERE OCCURS I II I II el. = 0'40" at ext. wall el. = 0'-0" at int. walls - -------I ----------1i I 11- 1I r III Z el. per plan r- -1 - I `- FTC. PER la/53.3 OR EQ. EO. 10/53.3 WHERE OCGUR5 411 411 3025 I'45" U.O.N. 15 PANEL PER PLAN - CODE C�i�.l NICE AIPPROVEE REINF. PER ELEVATIONS JUL 2 2 201 i EMBED .4 PER 12/53.4 - LOCATE PER • i of itai a ELEVATIONS fE 3/8"x5V2 10'- DIVI ION II I" NON -SHRINK GROUT--\ II throat PI w/'46" 04) reinforcing fillet SLAB -ON -GRADE PER PLAN II EMBED E 3/ 1lxb"xl I_311 II IN/ (2) ROW5 OF (3)#6 x 12 L 02L's @ 6"06 in 12 el. or Ian o °o° 0 REINF. PER 15/53.2 II II 114 j EMBED E %211xb"xl'-0" 1fl �f� z Q W/ (405 x L 02L's @ 411l61106 10 _• . a � cSJ Q N WIDTH PER PLAN -,� 3702 BOT. REINF B2 1 PER 5GHED. (304 CONT. IN/ #4 TRANSVERSE BARS @ 12"oc SKEW A5 REGO. TO _ MAINTAIN READ. CLEARANCE GRID WHERE OCCURS 3-sides PACK CONN. hV NON-METALLIC GROUT II PRIOR T Fy- II PRO p •t�iL II II E i411x4"x9W 10 2015 II PERMIT C TER el per plog oo�o = o oog o - FOOTING MAIN PER GIVIL WHERE OCCURS EQ EQ FOOTING PER la/53.2 AT 51M. 3012 21-01 BI 2 0 U.O.N. J H H m N w � a Q w � III 1 1 1 1 1 r N � M < o co 1 1 1 0 z 1 fYt rxaei Y 4 t �tiS�l t N>`,r��f'tratP,iu�t41•` ai §� y� s .......... X Job Number: S101203-02 Date: JUNE 39 2015 Principal in Charge: JEC Project Manager: ETL Drawn By. MRM Sheet Title: CONCRETE DETAILS r V � ®soio FULLER -SEW 8 ARCHITECTS 1 0 A DECK SPAN DIRECTION DECK SPAN DIRECTION I. MAXIMUM DECK SPAN = 8'-6" c. to c. (TWO OR MORE CONTINUOUS SPANS). 5 .4 bx4x 4b (LLV) i .4 5x3x/ PUDDLE WELD LOCATIONS USE HEAVIER IS GAGE WHERE DECK REQ'D FOR SINGLE SPAN CONDITIONS .4 4x3x4 (LLV) OVER 6'-6" c. to c. 4 5x3x4 EACH 51DE 2. PROVIDE (2) ROW5 OF (1) V � EFFECTIVE PUDDLE WELD5 PER SHEET TO Q � ALL IN STEEL STRUT 4 BRACED FRAME BEAMS AND INTERIOR GMU WALL5 PLAN Y/F.1N o �t 5x3x4 o PI -AN VIEn -' -' 3 �� 14 MIN. PERPENDICULAR TO DECK FLUTES. PROVIDE (1) /2 W EFFECTIVE PUDDLE WELD5 x �� O x x O x x Q O .4 3x3x4 lO O I PER SHEET TO ALL OTHER 5UPPORT5 PERPENDICULAR TO DECK FLUTES. cSJ .fl � m 7 EACH 51DE n a 3. PROVIDE %2 � EFFECTIVE PUDDLE WELDS AT oc TO ALL STRUTS AND 4 5x3x%4 BRACED FRAME BEAMS PARALLEL TO DECK FLUTES AND WHERE DECK typ TYPE _ A5G DGB 36 OR YERGO PLB 36, 660 &ALVAN/ZED ORIENTATION CHANGES. PROVIDE %2"� EFFECTIVE PUDDLE WELD5 @ 16"oc 54b 346 X1 FOLLGN/NG MIN. PROPERT/E5: TO OTHER 5UPPORT5 PARALLEL TO DECK FLUTES. � 6x4xsil6 (LLV) JOIST MFR. SHALL RESIGN 3 J015T FOR O.1k TL POINT LOAD �b -1r ---- - -- ---------------- r PANEL WIDTH = 36" 4. CONNECT ALL DECK SEAMS @ 24"oc W/ PUNCHLOK SYSTEM FROM VERGO DECK OR THE DELTAGRIP 5Y5TEM FROM ASO, U.O.N. PER PLAN. 5EGT/ON ALLOWABLE SHEAR CAPACITY REQUIRED = 5q2 plf r r ---------------------E�ri J L J L (1362 plf @ 186A DECK PER PLAN) 5. DECK MUST STRICTLY MEET CRITERIA LISTED, INCLUDING ICG-E5 SECT/ON NOTES: RESEARCH REPORT ALLOWABLE SHEAR LOADS. SUBMIT DECK 226A. 186A. typ. I. WELD DECK TO ANGLES W/ %"� PUDDLE WELDS ®b"oc ALL AROUND OPNG. INFORMATION TO ENGINEER PRIOR TO BEGINNING SHOP DRAWINGS. 1 = 0.175 in.4 I = 0.302 in.4 NOTE S• J L 3�6 J L 2• NO REINF. REQUIRED FOR 51N6LE OPENIN65 4" � or 4"0 or LESS. s s 5 = +0.180%O.Ig51n. 5=-+0.321/-0.335 in. 6. REINFORCE DECK OPENINGS PER 5/55.1 , U.O.N. DECK OPENING5 1 5113 I. WELD DECK TO ANGLES W/ %2' V PUDDLE WELD5 @ b"oc 2 5001 3. LARGER OPENING5 MUST BE COORDINATED W/ ARCHITECT 4 ENGINEER. 3 Fy = 38 ksi Fy - 38 ksi MAY NOT BE 5HOINN ON PLAN - SEE ARGH'L 4 MECRL FOR ADDITIONAL 5000 INFO. ALL AROUND OPNG. Skylight ht Su ort Framing J 9 pp g 5 el. per arch'I attach per deck notes DECK PER PLAN CONT. 4 4x4xV4 W/ PANEL PER V 4 EXP. BOLTS ELEVATION 24"oc (EMBED 3%4") MIN. OF (3) BOLTS PER PIECE NOTES: I. %2" I0 A501 ANCHOR BOLTS MAY BE SUBSTITUTED ON AN EQUAL BA515 WITH EXP. BOLTS. 2. LEDGER SHALL OCCUR AT ALL INTER5EGTION5 OF ROOF DECK 6 8 9 AND CONCRETE WALL5, UNLESS OTHERWISE NOTED. 5100 3. PROVIDE SPLICE CONNECTION PER 15/55.1 AT ALL ANGLE JOINTS 10 I II I I I I I I %4 I I -------- -- -- ----_N%-------- S�GTIDN R 3i81'x311x11_011 LEDGER 4 PER DETAILS 3r16 per deck PANE welding notes L JOINT PLAN Y/EyY SECTION ROOF DE( EXTEND TOP LEG 2"MIN. PER PLAN OVER SUPPORTING MEMBER it P. IL I ANGLE STRUT PER j SPLICE I 4 "x5" ANCHOR BOLTS " I MAX. PLAN 4 strut PER DETAILS I'-&" MAX. I'-b" MAX. PROVIDE SPLICE IE3�46 2 to joist s IN � I1 -0" MIN. I'_ 0" MIN. 51MILAR MANNER TO CONNECT J015T PER PLAN WF 5TRUT5 TO ANGLE STRUTS 5105 p1E WED FOR 5011 11 12 11 1 C®E)EC MP.IANCE N.T.5. . 15 APPROVED per deck notes PLACE ADDITIONAL SET OF HOLES 4" OFFSET city ofTUW1a FROM OTHER HOLES TO ALLOW PLACEMENT BUILDING DIVISION OF BOLTS IN WHIGHEVER SET COMPLIES W/ RESTRICTIONS 5HOWN ON 2/54.1 WELD PER DECK NOTES [—DECK PER PLAN - ,_ . ORIENTATION VARIES TYP. BOLT 5PAGIN6 (DES DIRECTION VARIES) z d- v - 1- al. varies---------- --------- 5EGT/ON TYP. NOTES: 53 11 �� GONT f BED � /8 xb . I. 3/"0 A301 ANCHOR BOLTS MAY BE SUBSTITUTED 4x 0 G x/ G NT. W/ z i �� �� " = n J W/ h 0 x 6 STUDS ON AN EQUAL BA51S WITH EXPANSION BOLTS. �," �� 11 SECTION � , ,� BOLTS ®24 oc T1r W/ 43i" EMBED. (MIN. 3 ; .:::..... :...:.: 24"oc, TYP. :. � . 2. LE06ER5 TO OCCUR @ ALL INTERSECTIONS BOLTS PER PIECE) -SEE 5/55.4 OF DECK 4 MA50NRY WALLS U.O.N. � � � R;E I E D 11 . MIN. 8 BOND BEAM PER FOR ANCHOR BOLTS READ. - ..:: -UKW LA ......-1. GENERAL STRUCTURAL 3. WHERE DISTANCE FROM EXP. BOLT TO T.O. WALL AT JOISTS ,:U NOTES, U.O.N. WOULD OTHERWISE BE LE55 THAN 4%2", USE REINF. PER GENERAL JU 0 201 MASONRY WALL LEDGER W/ LONGER VERT. LEG. STRUCTURAL NOTES PERM ENJ'ER NOTE: PER PLAN OUT BLOCKS AT TOP OF WALL5 TO MATCH ROOF SLOPE. 4007 �,2n=1,_oa 4. EXP. BOLTS SHALL HAVE MIN. b" OF EDGE DISTANCE IN 50LID GROUTING ON ALL SIDES. GROUT SHALL ACHIEVE 4005 MIN. 2000 P51 STRENGTH PRIOR TO BOLT INSTALLATION. 11,2"=1`0" 16 17 18 20 J H H m W a � w • LID N w 1-� Q � 0 z , �} P 0 k ioro 4 Job Number. S101203-02 Date: JUNE 31 2015 Principal in Charge: JEC Project Manager: ETL Drawn By. MRM Sheet Title: TYPICAL METAL DECK DETAILS i ® 2010 FULLER -SEARS ARCHITECTS FA --ti H55 FRAMING FACE OF GONRETE PER 20/55.1 OR GMU WALL EMBED 3/8"x12"xl'-O" I I IN/ (4)5/' V x 6" STUDS Woc EA. WAY I _______ O I� I ---------------------- i grind smooth O --ti PLAN FOR GALL -OUTS IN COMMON SEE 5708 5706 1 2 DETAIL 9/55.1 4 Typical HISS to H55 Con nection 5 R 3/8" - DIM. CAP fE I/" J015T PER PLAN PER ARCH'L H55 5x5x% W/ WEB FILLER AT 1„ HANGERS (1'-0" MIN. 3el. per arch'I LONG) weld to hss GM5TG16 STRAP x 4'-0" i o I I /8 AT HANGERS IN/ NAILS grind smooth 3" MIN. I I I AT 3"oc V 1/8" TIE -ROD #2/2 CLEVI5 L5L 3/2" BLKG. x (3) — W/ I' V PIN 4 J015T5 BAYS (4 LONG MINIMUM) I W c� HS5 HS5 PER 20/55.1, �� HU HANGERS I I TYP. IE 3/8" - DIM. 3jy el. per plan I I 346 PER ARCHL ------------- BEAM PER PLAN o DECK PER 20/55.1 H55 PER 20/55.1, TYP. SLOPE PER ARGH'L WHERE H55 DOES NOT H55 PER PLAN OCCUR EXTEND DOWN 2-12 III n NOTE: 6% A5 5HOWN 2 t 12 12 R 3/8"x6" IN/ NOT ALL FRAMING 5707 5705 / GONT. BENT %4" x 3 yp � (2)3/ "� BOLTS SHOWN FOR CLARITY 3"oc 9 T �p Ica I H55 Corner Gonnectlon 10 NOTE: ALL EXTERIOR CANOPY STEEL SHALL BE GALVANIZED. WHERE FIELD WELDING OCCURS OMIT GALVANIZING AND APPLY PAINT ON GALVANIZING AFTER FIELD WELDED CONN'S. ARE MADE. PER ARCH'L H55 IOx3x 10/55.7 � TYP. AT I EZ SHEAR TABS QED FO'R CORNERS i� PER a/55.1 , TYP 0bE,G Mp1IANCE _ nc rpI ®VED f= Q �' AC JUL 22 2015 ' 5/55.1 H55 bx2x346TYP. city of iuWla [III -bill Wf _DING DIVISION 11 12 113o 20 GAGE ROOF 1 DECK _ PER 5/55.1 � u u u m� 'mom m� pvC Cn CA c"v O � 14 STEEL COLUMN n PER PLAN — TIE -ROD H55 bx2x34b PER a/55.1 , TYP. I [II' -bill _, -- �. V4 I I —,i. 5�6 I _� i— ire i L q/55.1 AT STEEL I GAP fE %" I ICONDITIONS — ► 34b 4/55.1 AT CONCRETE v el. per plan ��� OR GMU CON' E D Q ,r I-� CITY OF TUKWILA W- ill Q, LU y 2 fEr "x4nx0'—V" _ JUN 10 2015 L I I — — — — — — — (ONE 510E) GAP 1 %4" AT L ___ __ PERMIT CENTER i HS5 ENDS, TYP. _ I EA. 51DE I I 5 3�6 typ. 4 to hss H55 IOX5046 WHERE OCCURS I I 46 4 4x4x3/8 x 0'-5" FACE OF BUILDING v TOP 4 BOT. H55 BEAM OR GONG. WALL PER PLAN E s/ib 5709 5704 16 17 19 T ical Gano gamin Flan 20 I FUER• �p pJ 3 ARCHITECTS J F�- F•• Y W r a Q w • r N LEI I— o m 1 0 z S �t1 . 9 iasA�i�. mrP 4, r2 Job Number: S101203-02 Date: JUNE 39 2015 Principal in Charge: JEC Project Manager: ETL Drawn By. MRM Sheet Title: CANOPY PLAN & DETALS K E- 5HEATHIN6 AND TOPPING PER PLAN NAIL SHEATHING ------- To BLOCKING W/ IOd @ 4"oc J015T5 PER PLAN WEB 5TIFFNER DOUBLE J015T PER PLAN 1E %4"xb"xO'-q" EA. 51DE W/ (2)3/ 110 BOLTS ® 3"oc MASONRY WALL — PER PLAN KERF IE %4"x6"x0'-q° W/ (2)3/"0 SOLTB MAX. I�" KERF WIDTH = 3/6" BEAM PER PLAN —' BEARING I. %2"x6° x BEAM WIDTH (DAP BEAM AT BEARING 1E) NOTE: INGOMING BEAMS NOT 5HOWN FOR CLARITY L5L 3%2"xlb" BLKG. STRAP PER PLAN J015T BLKG. PER PLAN >�. 4 CONN. PER 6/56.1 I_oil 2 346 rr— m 1° o I 14" MIN. s 3x PLATE RIPPED TO MATCH FLANGE WIDTH 2x BLOCKING @ 48"oc (STAGGER EA. 51DE OF WF BEAM) STEEL BEAM PER PLAN W/ 3/6" 0 GPL 5TU05 @ 32"oc (COUNTERSINK NUTS) 6720 1 EMBED fE 3/6 "x6 "x0'-8" W/ (2)%2" O x 24" 02L's ® 4"oc (EMBEDS PER 12/55.3 AT 51 �Y COLUMN CONT. WHERE 0CCUR5 I I I I� MIAX. GAP IE %" I 346 6716 6 IE% "x4"xO'-4" - TOP 4 BOT. EMBED fE 3/611x6"x0'-6" W/ (2)h" 4 x 24 02L's Woc, TYP. STIFF fE %4"x2%2" 346 FOR GALL -OUTS 6719 IN COMMON SEE DETAIL 4/56.3 16 PA123 @ 4'-0110c (BLKG. SHALL ALIGN WITH EMBEDDED AN( HOR5 AND ANCHORS SHALL ENGAGE HORIZ. REINF.) 5HEATHIN(7 AND TOPPING PER PLAN C516x4'-O" (ADJACENT TO PAI23) JOISTS PER ' PLAN 2xb FLAT BLKG 0) J015T BAYS - 4'-0" MIN) 3x12 P.T. LEDGER W/ (2) ROW5 OF 3/"� ANCHOR BOLTS ® 16"oc, EA. ROW, 5TAG6ERED (EMBED 5" AND ENGAGE HORIZ. REINF) �e • MASONRY WALL PER PLAN O MARK HOLDOWN MIN. NUMBER LOAD DETAIL REF. 5TUD5, U.O.N. HOA SIMP50N 2(186A) 6.Ik 12/56.1 5/HDU6 HOB SEE SEE SEE 17/56.1 DETAIL DETAIL DETAIL HOLDOWN 50HEDULE NOTES: OO NAIL PLYWOOD 5HEATHING TO 5TUD5 RECEIVING HOLOOWN W/ 50HEOULED PANEL EDGE NAILING. 5TA66ER NAILS 50 THAT EACH STUD 15 NAILED. (6) 16d @ 41106 5TAG6ERED AT EA. 51DE OF SPLICE Ibd ® 12"oc 5TAGGERED EL5EWHERE i TOP CHORD SPLICE BOTTOM CHORD SPLICE 6-0" MIN. BETWEEN 5PLICEa- SPLICE TO OCCUR AT q OF VERT. STUD, TYP, 6715 6000 2 3 5 6702 Holddown Schedule 7 ADD'L STUD AS (2) 5TUO5 MIN. PLACED REQD. AT WALL EN05 BACK TO BACK AND WELDED TOGETHERu`— ______� ' - I PER 13/51.1 I I I I I I I I I I I I I I III I III I III I I III I I III I 51MP50N I I I I I I I I I I III I I III I I III I HOLOOWN i l I 5/HDU6 i' I III CONT. REINF. I lu I PER DETAIL-----�'u'__----_- ----��------- -------------- (2)#5x6'-O" CENTERED ON o ; FRAMING GONT. HOLOOWN ANCHOR AT II I ; _ WHERE 00CUR5 MID -WALL CONDITION - (2)#5 x � i6 AT END OR I R %"xi%2"x0'-1%2" CORNER CONDITION WA5HER W/ NUT EA. SIDE 6701 ANCHOR BOLT 51ZE PER —� 1 51MP50N CATALOG 166A. TRACK W/ %2" MIN. LEG5 - C TO COLUMN W/ 0, DRIVE PINS @ 4"( 5TAGGERED FACE OF CONGR WALL 166A. TRACK W/ IVY MIN. LEG5 - CONNEGT TO GOr W/ 0.1454 DRIVE PINS @ 4"oc 5TAGGERED AT 5TEEL COLUMN AT CONCR=TE MLL STEEL COLUMN PER PLAN 6703 17 5HEATHIN6 NAILING PER SHEAR WALL SCHEDULE ABOVE 4 BELOW OPENING PROVIDE 2x BLKG BEHIND ALL 5TRAP5 WHERE MEMBERS DO NOT OTHERWISE OCCUR — DOUBLE STUD (FULL HEI(5HT) EA. 51DE OF OPENING. NAIL 5HEATHIN6 PER 'PANEL NAILING' COLUMN OF SHEAR WALL SCHEDULE G516 STRAPS ABOVE 4 BELOW OPENING OVER 5HEATHING FULLY NAIL STRAP EXTEN51ON5 NOTE: TH15 DETAIL APPLIES WHERE 5PECIFICALLY GALLED OUT ON PLAN. PANEL EDGE FA5TENING PI 5W SCHEDULE INSTALL BLO( .....� AT PANEL JOINTS - GAGE SHALL MATCH GAGE OF STUD WALL 5HEATHIN6 PER 5W — 5GHEOULE LAID UP HORIZONTAL OR VERTICAL (BOTH 51DE5 WHERE NOTED) PANEL EDGE — FA5TENING PER 5W SCHEDULE NAIL HALF OF STRAP HOLES 6502 Shear Wall Opening 3 p 9 II II II II 11LA lL-D ANCHOR BOLT 5PAGIN6PER SCHEDULE SHEAR WALL PER PL, FL' 346"x2"xO'-2" W/ 5T HOLE - WELD TO TRP ON AT LEAST (2) 510 I65A x 2" FILLET NEI STEM WALL 4 REINF. PER DETAILS 0 ANCHOR BOLT SIZE 4 5PAGING PER 20/56.1 PER 15/51.1 #10 50REW5 EA. STUD EA. 51DE EMBED i" 5HEAR WILL 5CHEDULE MARK 5HEATHING SCREW 5PAGING AT PANEL EDGE5 OO CONNECTION OF RIM JOISTS, OR STRUT TO TOP PLATE ® DRIVE PIN CONNECTION OF TRACK TO STRUCTURAL STEEL CONNECTION OF TRACK TO TRACK OR WOOD PLATE O ANCHOR BOLTING TO CONCRETE CAPACITY (ASO) ISGA. 5W-1 %2" PLYWOOD 6"0c A55 ® 14"oc 0.145 � ® 8"oc #12 @ 6"oc 3/4" � @ 60"06 330 5W-2 %2" PLYWOOD 4"0c A35 @ 10"oc 0.145 10 @ 5"oc #12 @ 4"oc 3/4",0 ® 46"oc 4`15 5W-3 %2" PLYWOOD 3"0c A35 @ 8"oc 0.145 0 @ 4"oc #12 ® 3"oc 5/41 @ 36"06 620 5W-4 �2" PLYWOOD 2"oc A35 @ 12"oc 4 LTP4 ® 12 oc (2) ROW5 OF 0.145 $, @ b" 5TAGGERED #12 ®2"oc 3/4"4 28"oc 825 SHEAR WALL SCHEDULE NOTES: OO SHEATHING 56REW5 SHALL BE THE FOLLOWING: FOR FRAMING MEMBER5 16 GAGE $ THINNER, USE #8xl" FLAT HEAD 5GREW5 O REFER TO 20/51.1 FOR FRAMING SCREW REQUIREMENTS. ® ANCHOR BOLTS SHALL HAVE 2"x2"x346" WA5HER5 WELDED TO BOTTOM TRACK (SEE 10/56.1 ). 04 SHEAR WALL GAPAGITIE5 ARE BASED ON 2004 AI51 STANDARD FOR GOLD -FORMED STEEL FRAMING - LATERAL DE516N. OO AT SHEAR WALLS THAT REQUIRE A35 FRAMING ANCHORS FOR CONNECTION TO TOP PLATE, PROVIDE MINIMUM OF (2) A35 AT EACH SHEAR WALL. LTP4 MAY BE USED IN LIEU OF A35 FOR FLAT NAILING CONDITIONS. © PANEL 50REW5 APPLIES TO ALL 5HEATHIN6 PANEL EDGES. SCREW 5HEATHING TO INTERMEDIATE FRAMING I^I/ PANEL 5GREW5 @ 12"oc. 6733 10 RECEIVED CITY OF TUKWILA JUN 10 2015 PERMIT CENTER R WEED FOR 0bE C MPLIANCE AI P� VED 'JUL 2 2 2015 City of Tukwila fLDING DIVISION 6500 Plywood Sheathed Metal Stud Shear Wall Schedule 20 J E— H m H cn W q a Q w IY r N LLJ M Q � 0 z 0 '014 � i Job Number: S101203-02 Date: JUNE 39 2015 Principal in Charge: JEC Project Manager: EIL Drawn By. MRM Sheet Title: SHEAR WALL SCHEDULE & DETAILS ® 2010 Ct FULLER -SEARS 3 ARCHITECTS fq FOR GALL-OUT5 IN COMMON SEE DETAIL 13/56.2 P.T. 2x PLATE W/ 5/4" � ANCHOR BOLTS @ Ib"oc - GOUNTER5INK BOLTS NAIL 5HEATHIN6 TO ; H2.5 @ 46"oc �� IOd @ 4 oc, TYP. % � +�,o BLKG. W/ IOd @ 4"oc ; (ALIGN I^V FLAT BLKG.) SHEATHING AND TOPPING PER PLAN �� 16d @ S oc 5HEATHING PER ARCH L OR 5PEG5. ,o fi o U 'p/o 5TRIN6ER5 PER s I b- - - - - - - - - - - -- 3/56.2 , TYP. Q I 2x BLKG. � -------- ----------- - 4x12 JOISTS PER 2x12 STEP I8/56.2 20/56.2 `X' 'I �� I 2x12 LEDGER W/ '' BLKG. 4 5TRAP BOARD TYP. (2)2x8 GONT. AT •Z,E� bb - I I (3) I bd EA. 5TUD 4 16d @ Voc INTO PER 2/56.1 CENTER CONDITION - -,2/ I- L - 2x4 FLAT BLKG. @ 45"oc ALIGN W/ STUD ( ) N BLKG. P.T. 3x12 LEDGER W/ 5/414 2x8 GONT. AT 2x12 @ I6"oc �� ANCHOR BOLTS @ 12 oc - (3)� J015T5 PER PLAN EDGE CONDITION j BOLTS MIN. W/ (U BOLT WITHIN THICKENED SLAB -� HE FLOOR 5Y5TEM GON515T5 OF 5/" T46 FOR GALL -OUTS I DROPPED HEADER 6" OF EA. END OF LEDGER CONTINUE P.T. LEDGER BELOW PER 10/53.2 4W24). IN COMMON SEE I WHERE OGGUR5 6710 PER 2/56.1 6714 6705 NAIL 5HEATHI G AT ALL FRAMED PANEL DETAIL 6/5b.2 1 MA50NRY WALL PER PLAN 2 Typical y p Stair Strin ers 3 g ED6E5 W/ 10d @ 6"oc. NAIL 5HEATHIN(5 AT ALL INTERMEDIATE 5UPPORT5 W/ 10d @ 12"oc. GLUE 5HEATHING AT ALL 5UPPORT5 W/ ADHESIVE CONFORMING TO A.P.A. 5PECIFIGATION AF67-01. DIAPHRAGM BOUNDARY el. per arch'I AGE P05T GAP NAILING I GONT. TOP PLATE - EA. 51DE BU I LZ7 I N6 E STA I FCUNI )AT I ON 4 FRAM I N6 PLAN LB HANGER5 I 5PLICE PER 3/56.1 WM412 HANGER I - FLANGE OFFSET H2.5 @ 45"oc TO INSIDE OF BEAM 5HEATHIN67 PER 20/56.2 i 2x BLKG. LU28 HANGER (LU528-2 AT COLUMN ' HANGER AT DOUBLE - - - - - - - - - - - - 5HEATHING PER ' 5TRIN(5ER5) - NAIL I 20/56.2 DIAPHRAGM BOUNDARY OVER WALL 5HEATHING NAILING �� 8 16d @ oc I 5TUO WALL PER 20/56.2 ' ,/-'' J015T5 PER 20/56.2 ' I /'' ' STRINGERS PER 2x LEDGER W/ (3) I bd I n 5HEATHING PER 20/56.1 AT SHEAR WALLS I I i i i 3/56.2I TYR EA. STUD AND 16d11 I Iti1 ^ I I I � J015T5 PER 20/56.2 8/56.2 @ 8"oc INTO BLKG. ; it ;*� L� STAIR STRINGER ; ; LU5 HANGERS AT JOISTS COLUMN BEYOND 4x12 I ' WHERE OCCURS 6709 FOR GALL -OUTS ' I I I I I i i I 6713 BEAM PER 20/56.2 PER 20/56.2 6708 - - - - - I I I I I I( 1 6 IN COMMON 5EE DETAIL 8/56.3 4 13/56.2 7 8 /5 .2 1 1 1 1 1 1 113_ 6.2 1/56.2 2x12 @ 16"oc GMU WALL PER PLAN/DETAIL5 1 f THE FLOOR 5Y5TEM GON515T5 OF 5/4" T $ G BRIDGING PER 18/51.1 5HEATHIN6 PER 20/56.2 `y - NAIL 5HEATHIING AT ALL FRAMED PANEL " #10 5GREW5 @ 6oc J015T PER 20/56.2 011 I - E06E5 W/ 10d @ 6"oc. NAIL 5HEATHING AT 1 - ALL INTERMEDIATE SUPPORTS W/ IOd @ 12"oc. LB HANGERS - ATTACH (ORIENTATION VARIES) N GLUE 5HEATHING AT ALL 5UPPORT5 W/ I^I/ (4)#b 50REW5 CONT. 165A. TRACK ADHESIVE CONFORMING TO A.P.A. W/ IVY LEG5 - ATTACH /''' NAILING PER 11/56.2 1/56.2 AT WOOD FRAMING 5PEGIFIGATION AFG-01. FLOOR 5Y5TEM 5HEATHING I I I W/ (2) ROW5 OF 5/8"� 3/56.2 x''�� 2/56.2 AT GMU WALL DESIGNED FOR 125 P5F SUPERIMPOSED PER 20/56.2 I I ^ I EXPANSION BOLTS @ ,i'' /' LIGHT 5TORAGE. II I I b"oc 5TA66ERED ' AT GMU WALL .'' BEAM PER PLAN 5EE STEEL CONDITION FOR GALL -OUTS IN J015T PER 20/56.2 /,� OR 20/56.2 T rPIOAL STA I FRAMIN& PLAN I I COMMON LU28 HANGER -LU528-2 THA213 HANGER AT CONT. 2x FILL PIECE BEAM PER 20/56.2 HANGER AT DOUBLE 51NGLE 2x8 5TRINGER J015T PER 20/56.2 GONT. 166A. TRACK 5TRINGER5 (HUG HANGER5 WHERE REQD.) STEP BOARD - THA215-2 AT DOUBLE #8 5GREW5 @ 12"oc I I I W/ IVY LEG5 - ATTACH W/ PER 3/56.2 2x8 5TRIN6ER5 GHAN�DE� S+� +� 5HEATHIN6 PER 20/56.1 I i I I AT SHEAR WALLS i I OVER 5HEATHING (3)#10 SCREWS EA. FOR GALL -OUTS STRINGER PER �y}H{ 10/53.2 STUDS PER OETAIL5 STUD 6712 1 1 IN COMMON 5EE DETAIL 13/56.2 6717 12 3/56.2 6706 1 r - � 51M. - - -71 OF LEVEL BELOW AT STEEL 5TUD XALLS _ - - _ _ _ I-f--I-T�-I-� 1 IS/56.2 1 1 1 1 1 1 1 1 1 I -I -- -1 110/P.9 1 1 1 1 L 11 - III IIII 10/53.2 I--------- --------�--- 5TRINGER I IF PER 3/56.2 yl A35 CLIP EA. 1 I II _-- II STRINGER I 1 II _ _ P.T. 2x10 / W/ i2" ,$l' ANCHOR - -RECEIVED BOLTS @ 16"oc 1 SLAB -ON -GRADE CITY OF T U K W I L A - PER PLAN JUN 10 2015 V1D FOR J015T PER 20/56.2 LU28 HANGER NJ/ IOd x I%" NAILS it QDE~C-MPLIANCE PERMIT CENTER 2x RIM BOARD - LU528-2 HANGER AT DOUBLE -� _ �' 0P ®QED STRINGERS (HUG HANGER WHERE TY P I O A L 5TAIR JUL 2 2 2015 FOUNDATION PLAN-. CONT. TOP PLATE REQD.) III I - SPLICE PER 3/56.1 STUD WALL PER PLAN THICKENED SLAB PER I0/53.2 Cif ®f iul�il� ILDINC DIVISION FOR GALL -OUTS 671 1 6707 6704 16 IN COMMON 5EE DETAIL I3/5b.2 171 181 - 11-011 Framing 20 1 Stair Mans H f- Cn W af a Q T N rw- M Q � 0 z k t �NY��4�r�a1l�.uY 1 p v"4di'°iUXo*�:''v^9NF:illUt�f�iSP ryY� �"'��' _ nt� x - �. �. Job Number: S101203-02 Date: JUNE 39 2015 Principal in Charge: JEC Project Manager: ETL Drawn By. MRM Sheet Title: STAIR PLANS & DETAILS Sheet Number: a ® 2010 FULLER -SEARS ARCHITECTS NAIL 5HEATHING TO 6" 5TU05 PER 10/51.1 I BLKG. W/ IOd @ 4"oc 3x PLATE RIPPED TO all5TUD5PER 10/51.1 J015T BLKG. MATCH FLANGE WIDTH AT 51M. ® 48 oc i 5HEATHING AND TOPPING i 1 BOTTOM TRACK J015T5 PER PLAN , , PER 15/51.1 PER PLAN - - - - - - STEEL BEAM PER PLAN - (H55 WHERE OCCURS) YV/ 5/8" ,0 GPL 5TUD5 ® 32"oc (COUNTER5INK NUTS) TOP TRACK J015T5 PER PLAN PER 5/51.1 3x PAD x 1'-0" TO I-1 i rn �1111` 3n/4 DEFLECTION ALIGN W/ J015T BLKG. ; WEB STIFI=ENERSGAP ALLOWANCE CONN. TO BEAM W/ i O i PER J015T MFR s (2) ROWS OF 0.1414 SPECIFICATIONS BRIDGING PER 0151.1 I I DRIVE PINS ® 1"oc I I TOP FLANGE J015T 7 HANGER5 PER GENERAL 5TU05 PER DETAIL5 FOR GALL -OUTS 6100 STRUCTURAL NOTES OF LEVEL BELOW 6001 IN COMMON 5EE 1 2 3 DETAIL 5/56.3 4 5 3%2" L5L RIM I �-q H55 NAIL 5HEATHIN6 TO BOARD BLKG• NAIL 5HEATHING TO 4' 4' BLKG. W/ IOd @ 4"oc SEAT 5TU05 TIGHT BLKG. W/ IOd @ 4"oc 1�� SEAT 5TUD5 TIGHT A35 ® 1"oc TO TRACK (NO GAP) TO TRACK (NO GAP) 5HEATHING AND I ' J015T BLKG. J015T BLKG. I I I � I I ® 4b"oc I 5TUD5 4 TRACK ' " 6" 5TUD5 PER 10/51.1 I I TOPPING PER PLAN , , � 48 oc I , i 5TUD5 4 TRACK i i (v 5TU05 PER 10/51.1 PER 5/56.3 _ _ _ _ _ _ ; ; PER 5/56.3 I AT 51M) I DIAPHRAGM BOUNDARY ' GONT. 3%2" L5L ; NAILING RIM. BOARD ' Ibd @ S"oc ' I I J015T5 PER PLAN I i I CONNECT TOP TRACK J015T5 PER PLAN I ; ; ; PER 15/51.1 TO TOP I I IOd EA. 51DE PLATE PER SCHEDULE J015T5 PER PLAN ' 0 " OF 20/56.1 CONT. (2)2xb TOP I I I 5EAT 5TUD5 TIGHT TO TRACK (NO GAP) PLATE -SPLICE PER 3/56.1 5HEATHING PER 20/56.1 FOR GALL -OUTS ' ' I 6102 FOR GALL -OUTS FOR GALL -OUTS IN COMMON 5EE ' " IN COMMON 5EE T STUDS TIGHT AT SHEAR WALLS 6101 IN COMMON SEE 6731 5EA 6 7 DETAIL q/56.3 8DETAIL 5/56.3 TO TRACK (NO GAP) DETAIL 20/56.3 9 10 I'�q H55 44" n 6" 5TU05 PER 10/51.1 ' '' (8" 5TU05 PER 10/51.1 I I, ' 5EAT 5TUD5 TIGHT ; ; AT 51M.) I TO TRACK (NO GAP) I I CONN. TOP TRACK TO H55 BEAM PER PLAN PER SCHEDULE OF 20/56.1 I I I ' 5HEATHING PER 20/56.1 TOP FLANGE JOIST I I I , , HANGER5 PER GENERAL ', 0 ; ; ; ' ; AT SHEAR WALLS STRUCTURAL NOTES I II I I II I II I II I II 6734 FOR GALL -OUTS I FOR CALL -OUTS 6732 IN COMMON 5EE IN COMMON 5EE RECEIVE U 11 12 13 DETAIL q/56.3 14 DETAIL 20/56.5 CITY OF TLIKWIL 15 11 IN i a 70 3x PLATE RIPPED TO PERMIT CENTER MATCH 4 WIDTH 5HEATHIN6 AND11 �q H55 TOPPING PER PLAN 4" 6" 5TU05 PER 10/51.1 CONT. 44x4xV4d W/ 1 1 (8" 5TUD5 PER 10/51.1 AT 51M.) V2" ,0 BOLTS ® 12 "oc (COUNTERSINK NUTS) ; BOTTOM TRACK .. D FOR MAY BE OMITTED IF ; ; PER 15/51.1 MAY 15 NOT BUILT (3OOE C M ..IANCE STEEL BEAM PER PLAN APP OVER - - - - JUL 2 2 2015 TOP TRACK PER 5/51.1 city offuwla ' ID NG DIVISION JOISTS PER PLAN WEB STIFFENERS i I PER J015T MFR's iq SPECIFICATIONS •N TOP FLANGE J015T i HANGER5 PER GENERAL A 16 17 16 1 STRUCTURAL NOTES 3 V 46 2 12 -.1 H H m H W II. ¢ w • � F- N w � f- CO O z v, � i � a ttdi�tNl a va-�r au _ rAe Aw ,4'ts+a�J ���•• _rara Mat Job Number: S101203-02 Date: JUNE 39 2015 Principal in Charge: JEC - Projecf M ager. ETL Drawn By. MRM Sheet Title: FRAMING DETAILS 5/" DEFLECTION I I GAP ALLOYANCE BRIDGING PER 6/51.1 Sheet Number: 5TUD5 PER DETAIL5 OF LEVEL BELOW E P 6730 = 20 N ® 2010 Ct fUL1ER•SEARS 3 ARCHITECTS