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Permit D15-0294 - EURO PRODUCTS - OFFICE AND WAREHOUSE
EURO PRODUCTS 14570 INTERURBAN AVE S D15-0294 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.Rov DEVELOPMENT PERMIT Parcel No: 3365901630 Permit Number: D15-0294 Address: 14570 INTERURBAN AVE S Issue Date: 1/20/2016 Permit Expires On: 7/18/2016 Project Name: EURO PRODUCTS INC Owner: Name: SANFT LOUIE Address: 6120 52ND AVE S , SEATTLE, WA, 98118 Contact Person: Name: LOUIE SANFT Phone: (206) 930-9324 Address: 6120 52 AVENUE S , SEATTLE, WA, 98118 Contractor: Name: UNIVERSAL BUILDING SYSTEMS Phone: (425) 736-5258 Address: 27565 265TH CT SE , RAVENSDALE, WA, 98051-8209 License No: UNIVEBS863PM Expiration Date: 10/14/2016 Lender: Name: A&B PROPERTIES Address: 6102 52ND AVE S , SEATTLE, WA, 98118 DESCRIPTION OF WORK: TENANT IMPROVEMENT CONSISTING OF OFFICE SPACE AND UNHEATED WAREHOUSE SPACE Project Valuation: $64,950.00 Fees Collected: $1,946.32 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES 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 296-4613: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: 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: 61"'"Date: �" j� I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. 1 am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: I -L (A.�.. Date: ( 12-nll Print Name: U IJA- , This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT CONDITIONS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: 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. 6: 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. 7: 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. 8: 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. 12: 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) 13: 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) 9: 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) 10: 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) 11: 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) 14: Maintain fire extinguisher coverage throughout. 15: 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) 16: 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) 17: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 27: 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) 25: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 24: 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). 28: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 30: 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) 29: 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) 31: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 32: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 33: 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. 34: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 35: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. 26: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 36: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 1400 FIRE FINAL 0409 FRAMING 0502 LATH & GYPSUM 0603 ROOF/CEILING INSUL 4027 SI-COLD-FORM WELD 4046 SI-EPDXY/EXP CONC 4026 SI-STRUCT STEEL 4004 SI-WELDING 0602 SLAB/FLOOR INSUL 0406 SUSPENDED CEILING 0601 WALL INSULATION 9 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwNv.Tukwi laW A. gov Building Permit No. UI ) — Project No. Date Application Accepted: Date Application Expires: use CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" SITE LOCATION j7o King Co Assessor's Tax No.: 3365901605,3365901630,3365901570 Site Address: MON Interurban Ave. South -+ Suite Number: C 1 Floor: 1 &2 Tenant Name: N/A Cll ✓� 1'1 t ZJC New Tenant: m .....Yes ❑ ..No 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 Name: Universal Building Systems Address: 27565 265th CT SE City: Ravensdale State: WA Zip: 98051 Phone: (425) 633-0119 Fax: (425) 660-8010 Contr Reg No.: UNIVEBS863PM Exp Date: 12/31/2015 Tukwila Business License No.: BUS-0996542 H:\Applimtions\Fornis-Applications On Line\2011 ApplicationsTe—it Application Revised- 8-9-1 I.docx Revised: August 2011 bh 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: Address:��, City: State: l n Zip Page ] of 4 9 BUILDING PERMIT INFORMATION — 206-4331-3670 Valuation of Project (contractor's bid price): $ (Q`f[L( !g5'00 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): A tenant improvement consisting of office space and unheated warehouse space. The office space includes an open office space with a INOWNWand 2 restrooms on the first floor and a mezzanine with 2 private offices and one open office area. ` b {tt-se'. I-V Will there be new rack storage? ..... Yes ®.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Is' Floor 0 5,465 0 0 VB B 2 Id Floor 0 889 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: 45 Compact: 14 Handicap: 4 Will there be a change in use? ❑....... Yes 0....... No If "yes'', explain: FIRE PROTECTION/HAZARD US MATERIALS: 71 ....... 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 to 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. HdAppliwtionsTorrns-Applications On Line\201 I ApplianionsTerrnit Application Revised - 8-9-1 Ldocx Revised: August 2011 Page 2 of 4 bh n 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 qR AUTHORIZED AGENT: Print Name: L,A �i �J! Tel Day Mailing Address: V10- 6uucl�- 'Gil H:\Applications\For Applications On Line\2011 ApplicationsTermit Application Revised-8-9-1 Ldo" Revised: August 2011 bh M1 City State V119 Zip Page 4 of 4 1 PUBLIC WORKS PERMIT INFORMATION - 206-433-0179 Scope of Work (please provide detailed information): N/A Water District ❑ ...Tukwila ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. D.-Water District #125 ❑ .. Highline ❑... Valley View ❑ .. Renton ❑... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which aor ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ... Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backfiow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ .. Curb Cut ❑ .. Channelization ❑ .. Pavement Cut ❑ ..Trench Excavation ❑ .. Looped Fire Line ❑ .. Utility Undergrounding 11 ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension.............Public ❑ Private ❑ ❑ ...Water Main Extension.............Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip H:\Applications\Forrru-Appliulions On LineV01 I Applications\Permit Application Revised - 8-9-1 Ldo" Revised: August 2011 Page 3 of 4 bh DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,203.86 D15-0294 Address: 14570 INTERURBAN AVE S Apn: 3365901630 $1,203.86 DEVELOPMENT $1,146.75 PERMIT FEE R000.322.100.00.00 0.00 $1,142.25 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $57.11 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R7431 R000.322.900.04.00 0.00 $57.11 $1,203.86 Date Paid: Wednesday, January 20, 2016 Paid By: LOUIE SANFT Pay Method: CREDIT CARD 07276D Printed: Wednesday, January 20, 2016 12:58 PM 1 of 1 (rp SY57EM5 Date Paid: Friday, November 20, 2015 Paid By: LOUIE SANFT Pay Method: CREDIT CARD 09944D Printed: Friday, November 20, 2015 2:35 PM 1 of 1 �e INSPECTION RECORD Retain a copy with permit D G ��VO INSPKLIPX 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: lit..�Q Type of lnsp ction: r/ lti Addr ss: l 7 0Co Date Called: SpecialInstructions: Date nted: a.m. p.m. Requester: Phone No: Inspector: Date: Y—f f REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. M INSPECTION RECORD Retain a copy with permit P15 1 TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., ##100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: i Type of Inspection ,/ r ( ( Uulr S U.S Address: S7Q fil Date Call d: C--A) , Special Instructions: Date Wanted:/ a.m. p.m. Re u ster: Phone No: Approved per applicable codes. E Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 2 /jam INSPECTION RECORD h (� `�► Retain a copy with permit 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 Project: Type of lnspectio Addre l 4Y I a Date CallEd: )d' Special Instructions: AA1 Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: C JA C ✓` S o G r (inspector: / �— luate: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD y� Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr 'ect: �p Typ Inspection:- Address: Date Called: Special Instructions: Date anted: a.m. �— p.m. lRequestef. Phone No: Approved per applicable codes. LJ Corrections required prior to approval, � Inspettor:i (Date: '3I Y A REINSPECTION FEE REQUIRED. Prior to next inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. l"L INSPECTION RECORD Retain a copy with p ermit rS I I`f P. i 0 NI 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 Pr ct: �(� i d nir©0 Type of Ins�pection:, Address: 7�� ��,^�CZet Date Called: Special Instructions: 4A 0 _0 C if� Date Wanted: a.m. F p.m. Req ester: Phone No: 0Appr oved per applicable codes. El Corrections required prior to approval. IInspector: Date REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD u Retain a copy with permit INSP ON 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 Type of I s ection: r � Address: _ 15-70 -� rrkk Date ailed: fiJQ s Special Instructions: Date Wanted: a.m. v If —If ,6 p.m, Requester: Ct /J Phone No: IInspector: IDate:-2--, — / —(fo REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter 8lvd.. Suite 100. Call. to schedule reinspection. INSPECTION RECORD1� Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: Address: Suite #: /ffS�7C Contact Person: Special Instructions: Phone No.: -1 [R Approved per applicable codes. Corrections required prior to approval. COMMENTS: 04n— J Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming 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 p/�-- oa9�i Retain a copy with permit 4- S'- n. INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT - 1 206-575-4407 Project: ��e. ul f ( 4xl t J Type of Inspection: j -� P C� ��-tr P ` -(y a Address: / g5`70 -1 Contact Person: ' Suite #: Special Instructions: Phone No.: r Approved per, applicable codes. Corrections required prior to approval. COMMENTS: �2J 5 O%vim Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:6/,Gil SS Z Date: 5 57 l,6 Hrs.: pL ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 ON of Tukwila Department of Community Development - Jack Pace, Director CERTIFICATE OF OCCUPANCY Allan Ekberg, Mayor This certificate is issued pursuant to the requirements of Section 110.2 of the 2012 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.:D115'�11294� Occupant/Tenant: EURO PRODUCTS INC Building Address: 14570 INTERURBAN AVE S, SUITE 100 Parcel No.: 3365901630 Property Owner: SANFT LOUIE 6120 52ND AVE S, SEATTLE, WA 98118 Use: COMM/WHSE Occupancy Group/Division: B Type of Construction: VB Automatic Sprinkler System: Provided: YES Design Occupant Load: 29 BU G OFFICIAL DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Tukwila City (fall • 6200 Southcenter Boulevard • Tukwila, WA 98188 . 206-433-1800 • Website: TukwilaWA.gov COUGH LINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING FILE STRUCTURAL CALCULATIONS Interurban Office Building C Tenant 1 Mezzanine TI REVIEWED FOR CODE COMPLIANCE APPKOVED JAN 15 2016 City of Tuk v is BUILDING DIVISION 801 SECOND AVENUE, SUITE 900 SEATTLE, FULLER SEARS November 11, 2015 S101203-02 DEC 2 2.28b PERMIT CENTER �ORRECTiON LTR* PREPARED BY: Eric Lentz • WA 9810 I 106,343.0460 1 cplinc.carn COUGH LINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING Building C,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 C tenant 1 mezzanine TI is placing the mezzanine floor framing that was already designed and shown in the building permit drawings and calculations. o The only structural items revised for the mezzanine was that an opening was added in the mezzanine floor for a stair. Beams were added to frame out the stair opening. ® The framing and lateral system for the C100 mezzanine designed under the building permit meets the requirements of the 2012 IBC. PROJECT RECORD 2 INS �r-Id ( �C � ���� Meg rr. =�-�- X o I-1cl � a ; N , \� V J z g3 1 Z tL m OCLO N o r- HA LUp ba ME �7- COUGHLIN PORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING -PL= Z3V`- Lt- =c s fs F , k-Ii 6 0 k � -n' WAL.:334 Ju..w9142 OTL-; 1.236 Err ) U1 G- JP5L G'1q X t q � f � til �'�.r ►J7oti1 T o by ��� � Project: y� �y� c„Designed By: Date: 1-2 (� Project No. Client: Checked By: Sheet of 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 / P 206.343.0460 / cplinc.com G— O Et R 7 MEMBER REPORT Level, Floor: Joist PASSED b1� Lt i piece(s) 16" TJI@ 360 @ 16" OC T=1 2==:� Overall Length: 19' 8 3/4" r� rr Y 16' „ f a a All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 942 @ 3 1/2" 1080 (1.75") Passed (87%) 1.00 1.0 D + 1.0 L (Alt Spans) Shear (Ibs) 942 @ 3 1/2" 2190 Passed (43%) 1.00 1.0 D + 1.0 L (Alt Spans) Moment (Ft-Ibs) 3779 @ 8' 3 13/16" 8405 Passed (45%) 1.00 1.0 D + 1.0 L (Alt Spans) Live Load Defl. (in) 0.177 @ 8' 4 13/16" 0.405 Passed (L/999+) -- 1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in) 0.235 @ 8' 4 1/2" 0.811 Passed (11827) 1.0 D + 1.0 L (Alt Spans) TJ-Pro'" Rating 59 40 Passed • Deflection criteria: LL (L/480) and TL (L/240). • Overhang deflection criteria: LL (2L/480) and TL (2L/240). Bracing (Lu): All compression edges (top and bottom) must be braced at 4' 11 11/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • A structural analysis of the deck has not been performed. Deflection analysis Is based on composite action with a single layer of 23/32" Panel (24" Span Rating) that is glued and nailed down. Additional considerations for the TJ-Pro'" Rating Include: 112" Gypsum ceiling. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Total 1 - Hanger on 16" SPF beam 3.50" Hanger' 1.75" / - z 248 728/-2 976/-2 See note' 2 - Beam - PSL 5.25" 5.25" 3.50" 357 1009 1366 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ' See Connector grid below for additional information and/or requirements. • z Required Bearing Length / Required Bearing Length with Web Stiffeners System : Floor Member Type : Joist Building Use: Residential Building Code : IBC Design Methodology : ASD Connector: Simpson Strong -Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 1- Top Mount Hanger rrS2.37/16 2.00" 4-10d x 1-1/2 2-10d x 1-1/2 N/A Loads Location Spacing 1 Dead (0.90) Floor Live (1.00) Comments 1 - Uniform (PSF) 0 to 19' 8 3/4" 16" 23.0 65.0 Office Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer Is responsible to assure that this calculation Is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. product application, Input design loads, dimensions and support Information have been provided by Forte Software Operator 0 SUSTAINABLE FORESTRY INITIATIVE Forte Software Operator I Job Notes I Eric Lentz Coughlin Porter Lundeen (206) 343 5691 enci@cpiine.com 11/11/2015 5:59:51 PM Forte v5.0, Design Engine:V6.4.0.40 t ri' PACIP 1 of 1 COUGHLINPORTERLUN®EEN STRUCTURAL CIVIL SEISMIC ENGINEERING LF-A/G n = Z 3 f t o%o 31 �- ww Y � o t (J QN /V Z y"` -f 5 , G') 14 'Y 2-Z o 0c'� Project: ✓ kty L"-y L' Designed By: Gam' Date: 1 j) (Z Ij L- No. Client: Checked By: Sheet of 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 / P 206.343.0460 / cplinc.com 1 Gravity Beam Design RAM SBeam v4.0 Licensed to: RAM International STEEL CODE: AISC360-05 LRFD SPAN INFORMATION (ft): I -End (0.00,0.00) J-End (23.00,0.00) Beam Size (User Selected) = W 14X22 Total Beam Length (ft) = 23.00 Mp (kip-ft) = 13 8.3 3 Top flange braced by decking. POINT LOADS (kips): 33 11/11/15 18:11:39 Fy = 50.0 ksi Flange Bracing Dist (ft) DL LL Top Bottom 16.000 1.83 5.18 No No LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.022 0.000 23.000 0.022 0.000 2 0.000 0.031 0.087 23.000 0.031 0.087 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 9.63 kips 1.00Vn = 94.53 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb kip-ft ft ft Center Max + 1.2DL+1.6LL 62.4 16.0 0.0 Controlling 1.2DL+1.6LL 62.4 16.0 0.0 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction (factored) DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Phi 1.00 0.90 1.00 0.90 Left Right 1.17 1.88 2.58 4.60 5.52 9.63 at 12.31 ft = -0.170 L/D = 1624 at 12.31 ft = -0.412 L/D = 669 at 12.31 ft = -0.582 L/D = 474 Phi*Mn kip-ft 124.50 124.50 _r5 COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING B V l t,AI Ve, C T -en u ,, H Mee-z--c o mc— LR IT--V4- & G A� co hn - 10 9 �-- Project: a u"oo c a.b..- Designed By: Date: 11 �,� 1,50, Project No. Client: Checked By: Sheet of 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 / P 206.343.0460 / cplinc.com TL 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 April 13, 2016 FINAL REPORT City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188-2544 Project: Interurban Office and Warehouse T.I. (Suite C100) Permit Number: D15-0294 Address: 1�nterurban Ave South, Tukwila Job Number: 15-0841 i q 5-710 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 Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Cr&SQ-- Crista Moser Report Manager RECEIVED CITY OF TUKWILA APR 19 2016 PERMIT CENTEF 01A December 21, 2015 Allen Johannessen 6300 Southcenter Boulv Suite #100 Tukwila WA 98188 RE: Correction Letter# I DEVELOPMENT Permit Application NumberDIS-0294 V iR D EURO PRODUCTS, INC- 14570INTERURBAN AVES CITY OF '('UKWILA Dear Allen Johannessen DEC 212 2015 PERMIT CENTER Please see FULLER SEARS ARCHITECTS review in BOLD letters ( F/S: ) (GENERAL NOTE) PLAN SUBMITTALS: (Min. size IN 17 to maximum size of24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" to be stamped and signed. [Electronic copies shall not be approved.) (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Any plan sheets or engineers documents produced by an architect or engineer shall be provided with original wet stamp and original signature on each sheet. Architectural sheets are signed. Only provide engineers plan sheets and front sheet of calculations with wet stamp and signatures. Electronic copies shall not be approved. (See "General Note" above) , F/S: See attached structural drawing and calculations with wet stamp and signature. 2. Provide "Special Inspections" as required for this work permit. (IBC Chapter 17) F/S: Special inspection by: OTTO ROSENAU & ASSOCIATE. INC Fuller Sears Architects ..,ORRECTON !_TR# D 19e 0101 6300 Southcenter Boulevard Suite 4100 • Tukwila 1117ashington 98188 - Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development December 14, 2015 LOUIE SANFT 6120 52 AVENUE S SEATTLE, WA 98118 RE: Correction Letter # I DEVELOPMENT Permit Application Number D15-0294 EURO PRODUCTS, INC - 14570 INTERURBAN AVE S Dear LOUIE SANFT, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size l 1x17 to maximum size of 2436; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" to be stamped and signed. [Electronic copies shall not be approved.] (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Any plan sheets or engineers documents produced by an architect or engineer shall be provided with original wet stamp and original signature on each sheet. Architectural sheets are signed. Only provide engineers plan sheets and front sheet of calculations with wet stamp and signatures. Electronic copies shall not be approved. (See "General Note" above) 2. Provide "Special Inspections" as required for this work permit. (IBC Chapter 17) Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 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)433-7165. Sincerely, Rachelle Ripley Permit Technician File No. D15-0294 6300 Southcenter Boulevard Suite #100 * Tukwila Washington 98188 * Phone 206-431-3670 • Fax 206-431-3665 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0294 DATE: 11/24/15 PROJECT NAME: EURO PRODUCTS SITE ADDRESS: 14570 INTERURBAN AVE S X Original Plan Submittal Response to Correction Letter #, DEPARTMENTS: �'� Cow2 Building Division dblic Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved 0 Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Revision # before Permit Issued Revision # after Permit Issued km P041 1$ii Fire Prevention M Structural ❑ 0K%(11 Planning Division Permit Coordinator ❑ DATE: 11/24/15 Structural Review Required ❑ DATE: DUE DATE: 12/22/15 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: 10 /1 Departments issued corrections: Bl g Fire ❑ Ping ❑ PW El Staff Initials: K/ 12/18/2013 �IIIT COORD copy PLAN VIEW/ROUTING SLIP PERMIT NUMBER: D15-0294 DATE: 12/24/15 PROJECT NAME: EURO PRODUCTS SITE ADDRESS: 14570 INTERURBAN AVE S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: ky , Building Division Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 12/24/15 Not Applicable ❑ Structural Review Required ❑ (no approvaUreview required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01/21/16 Approved ❑ Approved with Conditions Corrections Required ❑ Denied ❑ (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: 12/18/2013 City of Tukwila Department of Community Deve1 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 Z -Z2 - 2 0) S Plan Check/Permit Number: ❑ Response to Incomplete Letter # 50 Response to Correction Letter # I ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 0 oLi e p-e— Project Address: 1. q 1�) 0 Contact Person: Lw Lwen— Summary of Revision: S-,,eucavrA,-cr Phone Number: CMV'Or'i(J rt.A DEC 2) 201 Sheet Number(s): "Cloud" or highlight all areas of revision including date o . rev' aion . �i�Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on Universal Building Systems Page 1 of 2 Home hspaiiol Contact Safety & Health Claims & Insurance Washington State Department of 0140) Labor & Industries Universal Building Systems Owner or tradesperson 27565 265th Ct SE RAVENSDALE, WA 98051 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 Search L&1137 A-7.Index Help B4yseeureL&I Workplace Rights Trades & Licensing LORENZ KEN LORENZ; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contrac _.................._....._....................................tor._.Active... Meets current requirements. License specialties GENERAL License no. UNIVEBS863PM Effective — expiration 10/1412014-10/14/2016 Bond Hudson Insurance Company $12,000.00 Bond account no. 10031737 Received by L&I Effective date 09/24/2015 10/09/2015 Expiration date Until Canceled Great American Ins Co $12,000.00 Bond account no. 3036307 Received by L&I Effective date 01 /06/2015 12/17/2014 Expiration date Until Canceled Bond history Insurance ..................... ........ Ohio Security Ins Co $1,000,000.00 Policy no. https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=603442799&LIC=UNIVEBS863PM&SAW= 01/19/2016 ' 1 r._ 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". _ 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. AC ACCOUSTIC FIXT FIXTURE OD OUTSIDE DIAMETER 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 FR 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 SLDG SLIDING CONST CONSTRUCTION JST JOIST SM SMOOTH CJ. CONTROL JOINT SPEC SPECIFICATION _ CONSTRUCTION JOINT KP KICK PLATE SPL SPLASH CONT CONTINUOUS SQ SQUARE 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 CMU CONCRETE LOC LOCATION SWBD SWITCHBOARD MASONRY UNIT LT LIGHT CMS CORRUGATED LWC LIGHT WEIGHT TIC TOP OF CURB METAL SIDING CONCRETE TG TEMPERED GLASS LVR LOUVER T.O. TOP OF D.A. DAMP PROOFING LOC LOCATION T.S. TUBE STEEL DIAG DIAGONAL TSD TOP OF STEEL DIAM DIAMETER MO MASONRY OPENING DECK DIM DIMENSION MATL MATERIAL TYP TYPICAL DISP DISPENSER MFR MANUFACTURER DWL DOWEL MAX MAXIMUM U.N.O. UNLESS NOTED DN DOWN MCJ MAS CNTRL JNT OTHERWISE D.S. DOWNSPOUT MECH MECHANICAL U.N.P. UNDER SEPARATE DWG DRAWING MET METAL PERMIT MTL METAL EA EACH ML METAL LATH V VENT EL ELECTRIC MID MIDWAY / MIDDLE VERT VERTICAL w EDF ELECTRIC DRINKING MIN MINIMUM VEST VESTIBULE o FOUNTAIN MLDG MOULDING VCT VINYL COMPOSITION Q ELEV ELEVATION MULL MULLION TILE N EQ EQUAL EQUIP EQUIPMENT NG NATURAL GRADE WWM WELDED WIRE MESH M EXH EXHAUST NOM NOMINAL WC WATER CLOSET x EXP EXPANSION N.I.C. NOT IN CONTRACT WH WATER HEATER EJ EXPANSION JOINT 0/ OVER WF WIDE FLANGE EXIST EXISTING OBS OBSERVE W/ WITH OC ON CENTER W/O WITHOUT 4 FT FEET OPG OPENING FIN FINISH CA OVERALL I 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. 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 1013C TYPE IS/ARE REQUIRED. PLEASE MOUNT THE EXTINGUISHER(S) IN A CONSPICUOUS LOCATION APPROVED BY THE FIRE DEPARTMENT AND LOCATE THE EXTINGUISHER(S) 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. ENERGY CODE EXISTING BUILDING- NO CHANGES TO BUILDING ENVELOPE. 3 GRID LINE DRAWING TITLE EXTERIOR ELEVATION KEY DETAIL REFERENCE WALL SECTION DOOR NUMBER WALL TYPE LS 0 IIIX A4.X X AX.X x AX.X Y-14X A5.X 101 W1 SCALE t X SHEET # INTERIOR X X. X ELEVATION KEY X X ENLARGED AX.X PLAN C D BUILDING X J^X SECTION A4.0 A4.0 WINDOW TYPE HO FINISH TAG X-X '11,114h I k dil k k N.T.S. Building Identifier: C Applicable Code: IBC 2012 Edition Site Area: 3.3 ACRES Zoning: C/LI Occupancy Groups: B Mixed Use Class Non Separated Uses Construction: Type VB SPRINKLERED Height 32 ft+/-(highest point) Number of Stories Two Wind Exposure / Seismic Zone N/A, Existing Structure Proaosed Buildina Uses/ExitsReauired Area Occ. Load Factor Occ. Load Exits required Exits Provided Warehouse 4,366 500 9 Office 1,099 100 11 Total 1st floor 1 5,465 1 20 1 1 2 Office 889 1 1= 9 Total Mezzanine 889 1 1 9 1 1 TOTAL 6,354 29 No Ounges shall be made to the scope of work without prior approval of Tula ila Building Division_ NOTE. Rev, signs will require a new plan submittal end may include additional plan review fees. x . i GROSS AREA LOAD FACTOR TOTAL OCC. LOAD LOAD M/F WAREHOUSE 4366.0 500 SF 8.73 / 2= 4.37 OFFICE 1988.0 100 SF 19.88 / 2= 9.94 TOTAL 14.31 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 S�P��; ,^�Tc PEz 'SIT RIEQUII IED FOR: Mechanical &tlectrical lumbing RGas Piping City of Tukwila BUIl.UN'ra DIVISION �,,..�. PLM--,'I-RNG, APPROVED Nic. rah mangos can be made. to these plains without approval from the Planning [division of DCD i Approved By: I S I EXISTING BUILDING- PARKING REVIEWED AS PART OF SHELL AND CORE PERMIT. P-ROJECT INFORNIATIOIMIL I N 1 /4, N.E. 1 /4, SEC. 23, T.23N, R.4E KING COUNTY TAX ID #3365901605, 3365901630, 3365901570 A TENANT IMPROVEMENT CONSISTING OF OFFICE SPACE AND UNHEATED WAREHOUSE SPACE, THE OFFICE SPACE INCLUDES AN OPEN OFFICE AREA WITH A KITCHENETTE AND 2 RESTROOMS ON THE FIRST FLOOR AND A MEZZANINE WITH 2 PRIVATE OFFICES AND ONE OPEN OFFICE AREA. ARCHITECTURAL AO.1 COVER SHEET A1.0 SITE PLAN A2.0 FLOOR PLAN A2.1 ENLARGED FLOOR PLAN A2.2 ENLARGED MEZZANINE & ROOF PLANS & CEILING PLANS A2.3 SCHEDULES & DETAILS A2.4 SECTIONS & INTERIOR ELEVATIONS STRUCTURAL S1.1 GENERAL STRUCTURAL NOTES S1.2 GENERAL STRUCTURAL NOTES S1.3 GENERAL STRUCTURAL NOTES S2.1 BUILDING C FOUNDATION PLAN S2.2 BUILDING C ROOF FRAMING PLAN S3.2 CONCRETE DETAILS S4.1 TYPICAL MASONRY DETAILS S5.1 TYPICAL METAL DECK DETAILS S5.7 CANOPY PLAN & DETAILS S6.1 SHEAR WALL SCHEDULE & DETAILS S6.2 STAIR PLANS & DETAILS S6.3 FRAMING DETAILS FILE COPY Permit No. 0'VAIN Plan review approval is subject to errors and omissions. t'.pproval of construction documents does not authorize t1+ 3 violation of any adopted code or ordinance. Receipt oil approved Fiald Copy and conditions is acknowledged: By: Date: City of Tukwila BUILDING DIVISION Owner: A & B Properties Structural Engineer: Coughlin Porter Lundeen 6102 52ND AVE S 801 2nd Ave Suite 900 Seattle, WA - 98118 Seattle, WA 98104 206 343 0460 contact: Louie Sanft contact: Tim Grant Louie.sanftCo)att.net EricLPcplinc.com Architect: Fuller/Sears Architects MEP Engineer: TBD 1411 Fourth Avenuem, Suite 1306 Seattle, WA 98101 206 682 6170 contact: Tom Jordan TJordan(cfullersears. com General Contractor: Universal Building Systems 14520 Interurban AVE S. Suite D-100 Tukwila, WA 98168 425 633 0119 Fax. 425 660 8010 contact: Ken Loernz PLUMBING ELECTRICAL 000ITY OFFICIAL USE REVIEWED FOR 0DE COMPLIANCE APPROVED) JAN 15 2016 wA- City Of Tukwila BUILDING DIVISION Nov 2 0 2015 PERMIT CENTER J H M N H cn OC W � a � H ¢ T o r C3 I Z *. I I I I I 0 CD co IR n � N o N 0 o o N 0 :r 4159 REGISTERED ARCHITECT ►MLIAM ARTHUR FULLER STATE OF WASHINGTON w Ca C/7 � all V= go to bu e� cc Job Number. 1005-0.035 NOV 05, 2015 Principal in Charge: WIWAM RU ER Project Manager. VAHID KHASTOU Drawn By. AMY MCCURDY Sheet Title: COVER, SHEET Sheet Number II';uu ® Iota 2S 1 /32" = V-0" MIN. MAX. D 1.6 0" 2.40" E .65" 1.50" F .45" .80" G .90" /_ SIDEWALK PLAN DETAIL 0 N F o ELEVATION °°°°°°°°°°° °°°°°°°°°°°°°°°°°°°°°°° o 000°°°°°°°°°°°°°°°°°°°°° °°°°°°°°°°°°°°°°°°°°° °°°°°°°°°°°°°°°°°°°°°°°° N °°°°°°°°°°°°°°o G0 0000° °°°°°°° °°°°°°°°°O PROVIDE TRUNCATED DOMES AT RAMP SETBACK TRUNCATED DOMES RAMP PER CHART ABOVE PER PLAN 6" TO 8" FROM CURB FACE A 1 �A �DA�C�U �RB �/R�A M�P �m �T Y�P � o 1 /4"=V-0" TOP OF RIVER 25 TOA \ TRASH YCLE ENCLOSURE\��\�� \ U W FFN R'V AMIg y R erfi INTERURBAN AVENUE Toiini('ATrn DOMES PER PLAN TOOLED JOINTS @ 3/4" )E BAND DURB & GUTTER DONDITION WHERE DCCURS TRANISITIONS FROM RAMP TO WALKS, GUTTERS, VECHICLAR W.aYS 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. 1 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 A117.1-2003 SECTION NTS PARKING CALCULATIONS REQUIRED: ** WAREHOUSE: 56,990 SF @ 1:2000 = 28.5 STALLS OFFICE: 9,405 SF @ 3:1000 = 28.2 STALLS RETAIL: 2,342 SF @ 2.5:1000 = 5.8 STALLS 58,737 SF 62.5 TOTAL PROVIDED: 22 - LONG 10 x 30 27 - STANDARD (9' X 19') 4 - COMPACT STALLS (8' X 17' ANGLED) 10 - COMPACT STALLS (8' X 16') 63 TOTAL INCL, 4 HC STALLS (4) LOADING DOCKS (20' x 38') ** NOT INCLUDING MECHANICAL ROOMS '-0" CONC. SIDEWALK SITE AREA: 141,868 SF (3.3 ACRES) VER TRASH/RECYCLE PICNIC TABLE A ENCLOSUREo�El 0 CONCRETE CURB OR 4" WIDE STRIPING STRIPING AS OCCURS PER SITE PLAN OF STALL EQ 1'-6" 1, 1'-6" EQ o 0 GN WITH END OF j ALL STRIPING — TRUNCATED DOMES AT PED CROSSINGS - TYP. 100.7' PROPERTY LINE 200' SETBACK z_ LL F- Uj a_ L F CD n, of d r I- O y 65' BUS 1 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 15 2016 City of Tukwila BUILDING DIVISION 6' 6" RESERVED PARKING RESE VED PAR ING G % Lv VAN 5'-0" ACCESSIBLE ACCESSIBLE _` I !) PARKING SIGN VAN ACCESSIPt}. SP P$JRG' GN;�A ILA SEE SITE PLAN FOR LOCATION(S) "SAFE -HIT" FLEXIBLE POST W/ NOV 2 0 2015 "SMT" TWIST LOCK BASE. BOLT PERMIT CENTER TO CONCRETE WALKWAY OR � NOTES: ASPHALT SURFACE. Ln 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. LINE OF PAVING J H H N N q a � H Lo r W Co � r O Z1-T- r Co to 0 N x Li O Co Co to ,R O Of 3 0 o n�j nn L 4159 N Y" Job Number. 1005-0.035 Date: NOV 059 2015 Principal In Charge: WWAM FULLER Project Manager. VAHID KHASTOU Drawn By. AMY MCCURDY Sheet Title: SITE PLAN Sheet Number. �papppQ2(olls pRCH97120T9 3 PARKING STALLS M A 7 1 1 /8" = 1'-0" HC -IEEL STOPS SKYLIGHT ABOVE TYP. I I I I I I I I L-J I I I TENANT C7t i00 I X W XIT I 1 _ LLI L I I I I I I lil ,roFell od" II I III 10 PARKING STALLS 7-� I I I I I I I I ©= LANDSCAPING H ASPHALT / / / j PARKING VAN / STALLS H C / REFERENCE SHT A1.0 FOR ADA SITE INFORMATION CANOPY / ABOVE // WI IyHSTOPSI CONC, SIDEWALK EXIT' PEDESTRIAN CROSSING CONC. SIDEWALK (SEE CIVIL DWGS I- TYP.) 10 ASPHALT J LANDSCAPING :n-( 1 1 3 PARKING STALLS 10 TOILET ROOM NOTES © STANDARD LANDLORD PROVIDED FIXTURES: - 2 -0 1 -9 1 2 4'-6" MIN 12 MAX 5 O 1. FLOOR MTD. TOILET NOTE: TOILET FLR PLAN CONFIGURATIONS 4 ��' . 2. WALL MTD. LAVATORY 3. EXHAUST FAN (75 CFM MIN. RATING) MAY VARY. COORD THIS TOILET AREA 3'-0" PLAN W/ FLR PLANS AND PROVIDE AT o MIN �5 4. LIGHTING PER ELECTRICAL DWG'S MIN CLR TYP DIMENSIONS AS SHOWN 01 6. 4" H COVED BASE O3 70 7. GRAB BARS - TO WITHSTAND 250# POINT LOAD - - - 0 3" 0 8. ADA REQ'D, DOOR SIGNAGE VINYL FLOOR - CD_ 3 9. TOILET PAPER DISPENSER W/ ADA TRANSITION / 0 7 N 10. SANITARY NAPKIN DISPENSER STRIP AT DOOR C-)C 0 TOILET _ _ _ 11. LIGHT FIXTURE W/ WALL SWITCH I I C A2. A -6 N CN N N N 3 1'-6° 12. INSULATE OR GUARD EXPOSED DRAIN AND ` B /61, 8 HOT WATER PIPES UNDER THE LAVATORY. Cn ELEV ELEV TOI LET ROOM FINISHES CMU SHEAR WALL _ _ N - O 1/4" POLISHED PLATE GLASS MIRROR, MOUNT AT 5' TURNING CIRCLE 2 3 -4 AFF TO BOTTOM. / TOILET © 7 2Q PROVIDE PAPER TOWEL DISPENSER BY BOBRICK, #B 2620, MOUNT AT 3'-2" AFF. 5'X6'-3 1/2"' ET \ © 7 O TOILET PAPER DISPENSER BY BOBRICK, #13-2888, MOUNT AT 2'-0" AFF CLEARANCE I I 3 NTERTOP TO CENTERLINE, AND 2'-6" FROM REAR WALL. 1\I � p SEAT COVER DISPENSOR USING BOBRICK B-4221 CONTRA SERIES SOAP DISPENSER BY BOBRICK, #B-155, MOUNT AT 3'-4" AFF (2 EACH) VINYL FLOOR N 7 `� - O GRAB BAR BY BOBRICK, MOUNT AT 2'-11" AFF, (1) 3'-0" LONG BAR AT BACK W/ ADA TRANSITION - - - - - C) WALL - HOLD 6" FROM CORNER, (1) 3'-6" LONG BAR AT SIDE WALL - HOLD STRIP AT DOOR o -< <r 12" FROM CORNER. (13490-36 AND B490-42) 36"X48" CLEAR CY) 8 `N © WALL & CEILING PAINT: FLOOR SPACE �� _ - BENJAMINE MOORE #2140-70 "WINTER WHITE" `D O P-LAM WAINSCOTT TO 4'-0" AFF W/ POLISHED MTL, TRIM EDGE FORMICA #692-58 "FOLKSTONE CELESTA" MATT FINISH ELEV ELEV ® SEAMLESS VINYL FLOORING W/ INTEGRAL COVE BASE 4" MIN: PLAN _ AZROCK MIPOLAM #4027 J F— W Y � CL � F T 0 T O7'- z u; O N x li o Q a a o = 3 Q � LIE - CD 29 CM Leigo �i COD 0C bu NMI oft Fag 29 qr VM Job Number. 1005-0.035 Date: N6 059 2015 Principal in Charge: WIWAM FULLER Project Manager. VAHID KHASTDU Drawn By. AMY MCCURDY Sheet Title: FLOOR PLAN ��II' u��Ihlu�Igl i,���IPIVW�U�I i ® 2016 FULL Eho 6a1nCG; UvG0 u'3 iI X 1 /4"=1'-0" CODE COMPLIANCE r-APPROVED JAN 15 2016 :w UILDING DIVISION NOV 2 0 2015 PERMIT CENTER J H H y F W a Q LLJ T W � T 0 T O Z T eJ eo � U VVV � x li O ��p Q U N n ❑ � 0 O co cn O C N �I u o 41 REGISTFREn AR( tTA4TEWASHINGTON FULLER' 1 Job Number. 1005-0.035 Date: NOV 059 2015 Principal In Charge: WIIJ.IAM FULLER Project Manager. VAHID KHASTOU Drawn By. AMY MCCURDY Sheet Title: ENLARGED FLOOR PLANS & ROOF PLAN Sheet Number. A2ol 20W VULUI -SE 0 v "I'Til'i�l":*14"lr*o"�11174,i�- Uillig"', 1 /411=1'-0„ 1 /4"=V-011 I � KEYNOTES WGB 2X4 SUSPENDED CEILING GRID AND TILES PENDANT MOUNT FIXTURE 0 C2 - - RESTROOM SURFACE LIGHT - C6 ABOVE MIRROR 0 4" RECESSED LIGHT C7 C8 2' X 4' LED FIXTURE J I— F- N H cn Cr Y W � a Q Lo � a o r O Z r 0 co o �] to to N co C 0 L Job Number. 1005-0.035 Date: NOV 059 2015 Prficipai In Charge: WIWAM FULLER Project Manager. VAHID KHASTDU Drawn By. AMY MCCURDY Sheet Title: ENLARGED MEZZ. & ROOF PLANS & CEILING PLANS .�l_nll 1 /4"=1'-0" DOOR FRAME HARDWARE REMARKS NOTES Door # Door Size (WxH) Type Thickness Label Mati. Finish Color Matl. Finish Color Group # 101 TI x T-0" A By Manuf, - Wood Paint Wood Paint HW- Solid core interior door 1,2 102 3'-0" x 7'-0" A By Manuf, - Wood Paint Wood Paint HW- Solid core interior door 1,2,6,8,9 103 TI x 7'-0" A By Manuf. - Wood Paint Wood Paint HW- Solid core interior door 1,2,6,8,9 104 3'-0" x T-0" A By Manuf, - Wood Paint Wood Paint HW- Solid core interior door 1,2,6,8 105 2'-10" x 7'-0" C By Manuf. - Wood Paint HW- Pocket Door 201 TI x TI A By Manuf, - Wood Paint Wood Paint HW- Solid core interior door 1,2,6 202 3'1 x T-0" A By Manuf. - Wood Paint Wood Paint I HW- ISolid core interior door 11,2,6 * Hardware to be coordinated by contractor DOOR AND FRAME REMARKS 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. 1��1 Ilk �t ill N TS INTERIOR FURRING WALL: EXISTING CMU/TILT WALL W1 )(% ( % � �8(v"i G AP v` J8 `J J 6" MTL STUDS PER STRUCTURAL R-21 BATT INSULATION EXTERIOR 1 LAYER 5/8" GWB EXTERIOR EXTERIOR METAL SIDING: W1 A EXISTING METAL SIDING/SHEATHING/STUDS R-21 BATT INSULATION INTERIOR 1 LAYER 5/8" GWB 3 5/8" INTERIOR PARTITION: W2 1 LAYER 5/8" GWB 3-5/8" MTL STUDS PER STRUCTURAL 1 LAYER 5/8" GWB 6 INTERIOR PARTITION: W3 ( (( ((ll(((( (( I I I I (I I� 1 I I 6"LMTLRSTUDS PER STRUCTURAL 1 LAYER 5/8" GWB ADD R-21 BATT INSULATION AT RESTROOMS DEMISING WALL; W5 11 1 (l1� 1 LAYER 5/8" TYPE "X" GWB 1l(lJl) )(1l)�)l� )l) ( 8" METAL STUDS PER STRUCTURAL SOUND BATT INSULATION 1 LAYER 5/8" TYPE "X" GWB FLOOR SECOND FLOOR ASSEMBLY: R 1 X X X 3/4" PLYWOOD DECKING PER STRUCT. WOOD FLOOR TRUSSES PER STRUCT. �8�T,881881N R-21 BATT INSULLATION X X X CEILING � r< k%.�, fit ... s. • L $ $ 1 /2"=1'—Or' 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 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) cV LINE OF UNDERSI[ OF ROOF 2" DEEP DEFLECTION CHANNEL CEILING PER TENANT. TY Ima" WALL CO ME) IT10", N 1 pt 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 6t-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 LATERAL RESTRAINT 12 GAGE VERTICAL SUSPENSION WIRE ® MAIN & CROSS RUNNERS @ PERIMETER & NOT LESS THAN 1 IN 6 (10 DEGREES) OUT OF PLUMB ACOUSTICAL CEILING PANEL LATERAL RESTRAINT STABILIZER BAR MAIN & CROSS RUNNER ASSEMBLIES LATERAL RESTRAINT PERIMETER ANGLE ATTACHED TO MAIN & CROSS RUNNER ASSEMBLIES 0 (2) ADJACENT WALLS LATERAL RESTRAINT, PERIMETER ASSEMBLY: SECTION 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 This document has been revised based on current Building Code standards, In all buildings, other than structures classified as essential facilities, suspended ceilings installed in accordance with the prescriptive provisions of the 401 document are deemed to comply with the current building code interpretation. This document provides the IBC-2012 referenced standards for the installation of suspension systems for acoustical lay -in ceilings. Incorporation of this document will provide a more uniform standard for installation and inspection. This document is designed to accomplish the Intent of the International Building Code (IBC) with regard to the requirements for seismic design category D, E and F for suspended ceilings and related items. Unless supported by engineering, the suspension system shall be installed per these requirements and those of the referenced documents. Manufacturers' recommendations should be followed where applicable. General Recommendations • Referenced sources per hierarchy: 2012 International Building Code (IBC), American Society of Civil Engineers (ASCE 7-10), American Society of Testing Materials (ASTM C 635, ASTM C 636, ASTM E 580/E 580M), and Ceilings and Interior Systems Construction Association (CISCA). • Partitions that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the structure, Bracing shall be independent of the ceiling splay bracing system. Source: ASCE 7-10 Section 13.5.8.1 • For further information on bracing of non -load bearing partitions refer to NWCB Technical Document #200-501. • All main beams are to be Heavy Duty (HD). Souree: ASTM E580 Section 5.1.1 • Ceilings less than or equal to 144 ft2 and surrounded by walls connected to the structure above are exempt from the seismic design requirements. Source ASTM E580 Section 1.4 • These recommendations are intended for suspended ceilings and related components in areas that require resistance to the effects of earthquake motions. Source: ASTM E580 Section 3.2 • All wire ties are to be three tight turns around itself within three inches. Twelve gage T Hanger wire spaced 4 foot on center (figure 1). Source: ASTM C636 Section 2.3.4 maximum (76mm 3„ I • Changes in ceiling planes will require positive bracing. Source: ASTM E580 Section 5.2.8.6 II figure 1 figure 5a 1?, equivalent to walls, Source: State of Oregon, Building Codes Division, ASTM E580 Section plumb 5.2.3, Section 5.2.9.1 Spreader Bars (figure 4b) • Terminal ends of main runners and cross members shall be tied together or have some other approved means to prevent their mn.meme.. spreading. Stabilizer bars, cross tees or other means to prevent spreading shall occur within 8 in. of each wall. source: ASTM E580 Section 5.2.4 _ _ = • Spreader bars are not required at perimeters where runners are attached directly to closure angles. • Spreader bars are not required if a 90 degree intersecting cross or main figure 5b • Countersloping is within 8 inches of the perimeter wall. • Where substantiating documentation has been provided to the local 7(,6mm) jurisdiction, perimeter clips may be used to satisfy the requirements for r' \ L45'.n9l. spreader bars. Source: state of Oregon, Building Codes Division 4S°nngla Hanger (Suspension) Wires (figures 5a and 5b) • Hanger and perimeter wires must be plumb within 1 in 6 unless (figure 5a) counter sloping wires are provided (figure 5b), Source: ASTM C636 Section 2.1.4 • Hanger wires shall be 12 gage and spaced 4 feet on center or 10 gage spaced 5 feet on center. source: ASTM C636 Section 2.1 figure 6a • Any connection device at the supporting construction shall be capable of carrying not less than 100 pounds. Source: CISCA Zones 3-4 Vertical hanger wire attachment • Powder Actuated Fasteners (PAFs) are an approved method of Shot -in anchor !i ] 3t4" attachment for hanger wires. Source: State of Oregon, Building Codes Division Structural concrete -�JL5/8" • Terminal ends of each main beam and cross tee must be supported Ceiling clip within 8 inches of each wall with a perimeter wire (see figure 4 15 a). Source: ASTM E580 Section 5.2.6 3turns • Wires shall not attach to or bend around interfering material or Vertical hanger wire equipment. A trapeze or equivalent device shall be used where obstructions preclude direct suspension. Trapeze suspensions shall be sized to resist the dead load and lateral forces appropriate for the figure 6b seismic category. Source: ASTM E580 Section 5.2.7.4 Splayed seismic bracing wire attachment Electrical fixtures drill -in expansion anchor ;Ir Light fixtures weighing less than 10 pounds shall have one 12 gage ) hanger wire connected from the fixture to the structure above. This wire Structural concrete 4,° may be slack. Source: ASTM E580 Section 5.3.4 Steel strap 1" wide x 2" long x 12 gage minimum I • Light fixtures weighing more than 10 pounds and less than 56 lbs. shall 3 turns have two 12 gage wires attached at opposing corners of the light fixture to Splayed seismic bracing wire the structure above. These wires may be slack. Source: ASTM E560 Section 5.3.5 • Light Fixtures weighing more than 56 lbs. shall be supported directly from the structure above by approved hangers. Source: ASTM E580 Section 5.3.6 • Pendant mounted fixtures shall be directly supported from the structure -- above using a 9 gage wire or an approved alternate support without � ,/4O REVIEWED FOR using the ceiling suspension system for direct support. source: ASTM E580 �'i9Ee DE COMPLIANCE Section 5.3.7 APPROVED Tandem fixtures may utilize common wires. JAN 15 2016 Mechanical Services Terminals or services weighing less than 20 lbs. shall be positively attached to the ceiling suspension main runners or to cross runners that have the same carrying capacity as the main runners. ours : A E Section 5.4.1 ,City t)i�Ul� ry 9 p ty s o srM 5e0 BUILDING CiIVISION PAGE 3 OF 4 • • • • • • • NORTHWEST WALL AND CEILING, RURi_/%U figure 2 Lateral force Bracing 45°orless rage yed ;e s figure 3 Maximum Recommended Lengths for Vertical Struts Yz' EMT conduit up to 5' 10" I 3/<" EMT conduit up to 7' 8" I 1" EMT conduit up to 9' 9" Single 15/e" metal stud (20 gage) up to 12' 0" Back-to-back 15/8" metal stud up to 160" (20 gage) Single 2 Yz' metal stud (20 gage) up to 13'6" Back-to-back 21/2' metal stud (25 gage) up to 160" Source: Portland Building Department Note: Plenum areas greater than 15'0" will require engineering calculations. figure 4a Attached Wall Molding Requirements figure 4b Unattached Wall Molding Requirements me.tm"m e^ Izox mml WALL 0 ti � �p SponAnrnmm / O ,Q ONer eulleble �\ system mquind to Milo perimeter Paula tom / . WV aUT epreedng llpM 2 (50mm) �K/ munauacnod Q`0� `0. figure 7 Lateral Force Bracing (figures 2 and 3) • Ceilings constructed of screw -or -nail -attached gypsum board on one level that are surrounded by and connected to walls or soffits that are laterally braced to the structure above are exempt from seismic design requirements. Source: ASCE 7-10 Section 13.5.6.2.2 Exception 2, ASTM E580 Section 1.7 • Ceiling areas of 1000 ft2 or less shall be exempt from later force bracing requirements. Source: ASTM E580 Section 1.6 • Lateral force bracing is the use of vertical struts (compression posts) and splay wires (see figure 2). • Lateral Force Bracing shall be 12 feet on center (maximum) and begin no farther than 6 feet from walls. source: ASTM E580 Section 5.2.8.2 • Seismic splay wires are to be four 12 gage wires attached to the main beam. Wires are arrayed 900 from each other and at an angle not exceeding 450 from the plane of the ceiling. source: ASTM E580 Section 5.2.8.2 • Seismic splay wires shall be attached to the grid and to the structure in such a manner that they can support a design load of not less than 200 pounds or the actual design load, with a safety factor of 2, whichever is greater (figure 6b). Source: CISCA zones 3-4 • Power Actuated Fasteners (PAF's), when used for seismic application as part of the prescriptive path in Seismic Design Categories D, E and F, shall have an ICC-ES approval for seismic applications and shall require "special inspection" irrespective of the type of occupancy category the structure is in. PAF anchors for kicker wires (splayed wires installed for purposes other than seismic restraint) are exempt from this requirement. source: state of Oregon, Building Codes Division • Splay wires are to be within 2 inches of the connection of the vertical strut to suspended ceiling. Source: ASTM E580 Section 5.2.6.2 — • Rigid bracing may be used in lieu of splay wires. Source: ASTM E580 Section 5.2.8.4 • Ceilings with plenums less than 12 inches to structure are not required to have lateral force bracing. Source: Portland Building Department • Vertical struts must be positively attached to the suspension systems and the structure above. source: ASTM E580 Section 5.2.8.2 • The vertical strut may be EMT conduit, metal studs or a proprietary compression post (see figure 3). Wall Moldings (figures 4a and 4b) • Wall moldings (perimeter closure angles) are required to have a horizontal flange 2 inches wide. One end of the ceiling grid shall be attached to the wall molding, the other end shall have a % inch clearance from the wall and free to slide. Source: ASTM E560 Section 5.2.2, Section 5.2.3 • Where substantiating documentation has been provided to the local jurisdiction, perimeter clips may be used to satisfy the requirements for the 2-inch closure angle. Source: State of Oregon, Building Codes Division • The grid shall be attached at two adjacent walls (pop rivets or approved method). Soffits extending to a point at least level with the bottom plane of the grid and independently supported and laterally braced to the structure above are deemed to be PAGE 2OF4 NORTHWEST WALI_ AND ( HLINC, BUR[: All • The layout and location of the seismic separation joint shall be per the designer of record and noted on the plans. If a seismic separation joint is required by the designer, the designer may use the generic joint detailed in this document or a proprietary joint, The amount of free movement (gap design) shall be a minimum of 3/4 inch. Source: state of Oregon, Building Codes Division Flange Pop In lieu of seismic separation joints, the ceiling may be mwmum Rivet divided into areas less than 2500 square feet by the use • Terminals or services weighing 20 lbs. but not more of partitions or soffits as follows: partitions shall extend a than 56 lbs. shall have, in addition to 5.4,1, two 12 gage minimum of 6 inches above the level of the plane of the wires connecting them to the ceiling system hangers or grid and shall be independently braced to the structure the structure above. These wires may be slack. source: above. Soffits shall extend to a point at least level with ASTM E580 Section 5.4.2 the bottom plane of the grid and shall be independently • Terminals or services weighing more than 56 lbs. shall supported and laterally braced to the structure above. be supported directly from the structure above by Source: State of Oregon Building Codes Division, ASTM E580 Section 5.2.9.1 approved hangers. Source: ASTM E580 Section 5.4.3 Sprinklers Seismic Separation Joints (figure 7) • For ceiling areas exceeding 2,500 square feet, a • For ceilings without rigid bracing, sprinkler head seismic separation joint or full height wall partition that penetrations shall have a 2 inch oversize ring, sleeve or breaks the ceiling shall be provided unless analyses adapter through the ceiling tile to allow free movement of are performed of the ceilings bracing system, closure at least 1 inch in all horizontal directions. Flexible head angles and penetrations to provide sufficient clearance. design that can accommodate 1 inch free movement shall Source: ASCE 7-10 Section 13.5.6.2.2 b be permitted as an alternate. Source: ASTM E580 Section 5.2.0.5 Glossary for this Document (regional terminology may vary) CROSS TEES The cross member that interlock with the main perimeter ends of an accoustical ceiling grid. beams, also known as cross runners or cross T-bars. PERIMETER CLIPS Proprietary angle bracket attached directly DIFFUSER A circular or rectangular metal grill used for the to the wall molding/closure angle which allows for 3/4' move - passage of air from a ducted system. ment in the event of seismic activity and interlocks properly ESSENTIAL SERVICE BUILDINGS Any buildings designed to be with ends of grid system. used by public agencies as a fire station, police station, emer- PERIMETER WIRES Hanger wires placed within eight inches of gency operations center, State Patrol office, sheriff's office, or the surrounding walls. emergency communication dispatch center. PLENUM The space above a suspended ceiling. GRID The main beams and cross tees of the suspension system. SLACK WIRE A 12 gage wire that is not tight or taut, HANGER WIRE 10 or 12 gage soft annealed wire used as pri- mary support for the grid system. Also called suspension wires. SPREADER or SPACER BAR A bar with notches to prevent the suspension system from separating, also called a stabilizer LATERAL FORCE BRACING The bracing method used to prevent bar. ceiling uplift or restrict lateral movement during a seismic event. Lateral force bracing consists of vertical struts and splay wires. SPLAY WIRES Wires installed at an angle rather than perpen- dicular to the grid. MAIN BEAM The primary suspension member supported by hanger wires, also known as the main runner, carrying tee, VERTICAL STRUTS The rigid vertical member used in later - carrying runner or mains. al force bracing of the suspension system. Also known as compression posts, seismic pods, seismic struts. Common MOLDING/CLOSURE ANGLE Alight gauge metal angle or chan- materials are electrical conduit (EMT), metal studs or propri- nel fastened to the perimeter wall or partition to support the etary products, The NWCB has been serving the construction industry for over forty years. It is recognized as a technical authority, educational body and SpnkeApdrson foY'tfiw�ll apd ceiling industry. It services to architects and the on all matters to the diversified ir}ciystry, 'dltipJrtbnt provides construction community the NWCB document relating wall and ceiling §,,*�j:Ind l tr�fS,dJ: and coordination organization, saw the need to establish a to provide clarification and the intent of NEHRP ( alibnal ah6quake azards Reduction Program) an agency of FEMA (Federal Emergency Management Agency). It is meant to serve as a set of recommendations and is not intended for any specific onstruction project. This technical document is to serve as a guideline and It is not intended for any specific construction projects. NWCB makes no expr�Qr iflp� d`�ly or guarantee of the techniques, construction methods or materials Identified herein. NTO��{j'{'Lr PAGE 4 OF 4 • • •1: 11[tIa I • . • • ;. No,.,1V11.`:tL!` :EILINii BUREAU J H F- Im N � OC W a Q LU lYLO I- T Q T O r O z *. N X 4 o Q \ N nn nn nn U o W all f 3 cl j Jw r >t Job Number. 1005-0.035 Date: NOV 059 2015 VAWAM FULLER E1r1,c1,,aIM1.nCharge: ager, VAHID KHASTDU AMY MCCURDY Sheet Title: SCHEDULES I DETAILS Sheet ,�����u�p ��'��I �I�IIIU�41I�l�� �il dui, it , nipp,, ®�',�I���,�� (a. .1.(6 t11?IplPpl,, I 1 "=1'-0" HANDRAIL ENDS TC TERMINATE INTO THE WALL OR TURF DOWNWARD, TYP 1 1/2" DIA HANDRAIL ATTACHED TO WALL PROVIDE BLOCKIN( AS NEEDE[ 1 1/2" DIA HANDRAIL ATTACHED TO WALL. PROVIDE BLOCKING AS NEEDED HANDRAIL ENDS TO TERMINATE INTO THE WALL OR TURN DOWNWARD, TYP. 0 rI o TYPICAL STAIR DTL. TOP OF RUN PLYWOOD TREADS P f-12„�+, RISERS. PROVIDE EXTENSION 1 NON-SKID RUBBER COVERING AT TREA[ TO i TYP. TYPICAL STAIR DTL. BOTTOM OF RUN It mlovl�" '' 70k, I 1/4"=1'-0" EL. +8'-0" f _J I EXIT I A.C.T. s� OPEN f \\ OFFICE f f / T.O. CONC. SLAB 1 /4"=1'-0" +14'-0" ?Z. FIN. FLR. +0' I. CONC. SLAB El 1 /4"=1'-0" OPEN OFFICE 1/4"=1'-0" I fs sr s� s� s� EL. +8'-0" A.C.T. _ EL. +0'-0" T.O. CONC. SLAB mr-vIIGvv"w o — CODE COMPLIANCE APPROVE® JAN 15 2016 City Of `T ILlkwiia BUILDING DIVISION EL. +8'-0" A.C.T. EL. +0'-0" T.O. CONC. SLAB Ct: V OF TUf 4A'iLA NOV 2 0 2015 PERMIT CENTER J H H g N cn OC W q a ¢ � H r w � T o r o z �.. co N o QQ 00 _ 00 o N CID r o x REGISTERED ARCHILLECT IILLIAM A UR FULLER' STATE OF WASHINGTON Job Number. 1005-0.035 Date: NOV 05, 2015 Princlpal In Charge: INWAM FULLER Project Manager. VAHID KHASTOU Drawn By. AMY MCCURDY Sheet Title: SECTIONS & INTERIOR ELEVATIONS Sheet Number A2m4 �p}�I I®I�� I�I �2�,015 nnlR��?\\r\\ 0 VL��R-RAPS /a1olGIn OTGO43 I General structural Notes (THE FOLLOWING APPLY UNLE55 5HONN OTHERY415E ON THE DRANING5.) CRITERIA: 1. ALL MATERIALS, WORKMAN5HIP, DE5I6N, AND CONSTRUCTION SHALL CONFORM TO THE DRAWIN65, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC) WITH WA5HIN6TON STATE ADMINISTRATIVE CODE AMENDMENTS, 2012 EDITION. 2. DE5I6N LOADING CRITERIA: OCCUPANCY CATE60W IBC TABLE 1604.5 . . . . . . . . . . . . II ROOF SNOW LOAD . . . . . . . . . . . . . . . . . . . . . . . 25 P5F (I5 = 1.0) FLOOR LIVE LOAD (OFFICE MEZZANINES) . . . . . . . . . . . 50 P5F FLOOR LIVE LOAD (5TORA6E WAREHOU5E5) . . . . . . . . . . . . 125 P5F STAIR LIVE LOAD . . . . . . . . . . . . 100 P5F PARTITION LIVE LOADIN6 (OFFICE M4� ANINE5) . . . . . . . . .. 15 P5F 00 P5F SEISMIC) CANOPIES . . . . . . . . . . . . . . . . . . . . . . . . SAME A5 ROOF 5NOW LOAD 6UARDRAIL5/BALCONY RAILS . . . . . . . . . . . . . . . . . . 50 PLF OR 200 LB CONCENTRATED LOAD MECHANICAL UNITS . . . . . . . . . . . . . . . . SEE DRAN IN65 FOR MAXIMUM ALLOWABLE WEI6HT5 EARTHQUAKE . . . . . . . . . . . . . . . . . . . . . . . . . SEISMIC DE5I6N GATE60RY D 55 = 1. 44, 51 = 0.4q, 5D5 = 0.81, Sol = O.1q - INTERMEDIATE PRECAST SHEAR WALL5 R=4, 11o=2.5, IE = 1.0 SPECIAL REINFORCED MASONRY SHEAR WALL5 R = 5, no = 2.5, IE = 1.0 SPECIAL STEEL CONCENTRICALLY BRACED FRAMES R = 6, .CZo = 2. 0, IE = I.0 PLYWOOD SHEATHED 5HEARWALL5 R = 6. 5, fto = 2:5, Ij: = 1.0 SEISMIC RE5PON5E COEFFICIENT: 65= 0.211 DE5I6N BASE SHEAR: V = 212 kips ANALY5I5 PROCEDURE: 12.8 EQUIVALENT LATERAL FORGE ANALY5I5 WIND . . . . . . . . . . . . . . . . . . . . . . . . . . . . 85 MPH, EXP05URE "B" , I yq = 1. 0, KZt = 1.0 WIND (CLADDIN6/ENCL05URE ELEMENT PSI6N PRESSURES) . . . . . 18 P5F MAX. AT WALLS, 22 P5F 6RO55 UPLIFT AT ROOF WIND PRESSURES BASED ON LE55 THAN 10 SQUARE FOOT TRIBUTARY AREAS NEAR WALL CORNERS OR ROOF E06E5 (EXCLUDIN6 CORNER ZONES AT ROOF). REDUCED DE5I6N PRESSURES MAY BE CALCULATED IN ACCORDANCE WITH A56E 1-05 CHAPTER 6. SEE DRAWIN65 FOR ADDITIONAL LOADIN6 CRITERIA 3. STRUCTURAL DRAWIN65 SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS AND ALL OTHER CONTRACT DOCUMENTS FOR BIDDIN6 AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE BUILDIN6 LAYOUT DIMENSIONS (6RID LAYOUTS, 5ITE 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, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. 6. CONTRACTOR -INITIATED CHANGE5 SHALL BE SUBMITTED IN WRITIN6 TO THE ARCHITECT AND STRUCTURAL EN6INEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHAN6E5 SHOWN ON SHOP DRAWIN65 ONLY WILL NOT 5ATI5FY THI5 REQUIREMENT. 1. MNIN65 INDICATE 6ENERAL 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 ENGINEER. 8. ALL STRUCTURAL SYSTEMS COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURIN6 MANUFAGTURIN6, DELIVERY, HANDLIN6, 5TORA6E AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. q. SEISMIC BRAGIN6 AND ANCHORAGE OF MECHANICAL UNITS AND OTHER MECHANICAL FIXTURES NOT SPECIFICALLY 5HOWN ON THE PROJECT MECHANICAL DRAWIN65 SHALL BE DE516NED BY A PROFE55IONAL EN6INEER RE6I5TERED IN THE STATE OF WASHIN6TON. THE MECHANICAL CONTRACTOR MUST HIRE THE EN6INEER AND I5 RESPONSIBLE FOR ALL C05T5 RELATED TO THE PURCHASE AND INSTALLATION OF SEISMIC BRACING AND ANCHORA6E. SEISMIC BRAGIN6 AND ANCHORAGE DE5I6N AND CONSTRUCTION SHALL COMPLY WITH CHAPTER 13 OF A56E 1-05. SEE GENERAL 5TRUCTURAL NOTE 14 FOR ADDITIONAL INFORMATION. 10. SHOP DRAWIN65 FOR REINFORCIN6 STEEL (FOR BOTH CONCRETE AND MASONRY CONSTRUCTION), STRUCTURAL STEEL, OPEN WEB STEEL JOISTS, METAL DECKING, COLD -FORMED METAL FRAMIN6, AND EN6INEERED 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 OPENINGS 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 DRAWIN65 PRIOR TO REVIEW BY EN6INEER OF RECORD. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY. THE REPRODUCIBLE SHALL BE MARKED AND RETURNED. SHOP DRAWING 5UBMITTAL5 PROCESSED BY THE EN6INEER ARE NOT CHAN6E ORDERS. THE PURP05E OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR I5 TO DEMONSTRATE TO THE EN6INEER THAT THE CONTRACTOR UNDER5TAND5 THE P 5I6N CONCEPT BY INDICATIN6 WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILIN6 THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWIN6 SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DI50OVERED EITHER PRIOR TO OR AFTER SHOP DRAWIN6 5UBMITTAL5 ARE PRXE55ED BY THE EN6INEER, THE DESI6N DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. 12. DEFERRED SUBMITTALS, SHALL BE DE5I6NED BY AN EN6INEER REGISTERED IN THE STATE OF WA5HIN6TON. THE COMPONENT DE5I6NER SHALL BE A RE6I5TERED STRUCTURAL EN6INEER IF REQUIRED BY THE BUILDIN6 OFFICIAL OF THE LOCAL JURISDICTION. BUILDIN6 COMPONENT SUBMITTALS 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 IMP05ED ON THE BASIC STRUCTURE. THE COMPONENT DE5I6NER I5 RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY GALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWIN65. DEFERRED 5UBMI7AL5 SHALL INDICATE MA6NITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. X5I6N CALCULATIONS SHALL BE INCLUDED IN THE SUBMITTAL. THE ARCHITECT SHALL FORWARD DEFERRED SUBMITTALS TO THE BUILDIN6 OFFICIAL WHERE REQUIRED. 0 THE FOLLOWING BUILDIN6 COMPONENTS SHALL BE DEFERRED 5UBMI7AL5 FOR THI5 PROJECT: PREFABRICATED METAL STAIR 5Y5TEM5 ' PRECAST STAIR TREADS �I OPEN WEB STEEL J0I5T AND J0I5T 6IRDER FRAMIN6 SYSTEMS (SEE NOTE 3q) F� I'- KIY 13. TILT -UP CONCRETE PANELS AND CONNECTION TO THE BASIC STRUCTURE 5HINLL BE PROVIDED A5 SHOWN ON THE STRUCTURAL DRAWIN65. TILT -UP PANELS SHALL BE ADEQUATELY BRACED UNTIL ALL GONNEGTION5 HAVE BEEN COMPLETED IN ACGORDANCE WITH THE ORAWIN65. CONTRACTOR SHALL PROVIDE ALL EXTRA REINFORCEMENT, INSERTS, LIFTIN6 DEVICES, AND 5IMILAR R EMENT5 REQUIRED FOR HANDLIN6 AND ERECTION. SHOP DRAWIN65 5HOW[N6 ALL REINFORCIN6 CONNECTIONS, BLOCKOUTS OF ALL HOLES, AND ALL FINI5H DETAILS SHALL BE SUBMITTED TO THE STRUCTURAL EN6INEER AND ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. SPECIAL INSPECTION I5 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 EXP05ED TO EARTH OR WEATHER SHALL BE PROVIDED WITH (3) COATS ASPHALTIC PAINT OR A 3" MINIMUM CONCRETE COVER. SHOP DRILL 1/4"0 AIR RELEASE HOLES IN EMBEDMENT5 AT 6"oo AS REQUIRED IN ORDER TO DISPLACE ANY VOIDS IN FORMWORK. REMOVE ALL WELD 5LA6 AROUND EMBEDMENT5 EXP05ED TO WEATHER AND SANDBLAST. PROMPTLY PAINT WITH (2) COATS OF RUST INHIBITIN6 PRIMER PRIOR TO FINAL PAINTIN6. STATEMENT OF 5PEGIAL IN5PEGTION5 (5TRUGTURAL): 14. STATEMENT OF SPECIAL INSPECTIONS - STRUCTURAL ITEMS (SEISMIC DE5I6N CATEGORY 0): DEFINITIONS: THE SEISMIC FORGE RE5I5TIN6 5Y5TEM FOR THI5 STRUCTURE CONSISTS PRIMARILY OF PRECAST SHEAR WALLS, MA50NRY SHEAR WALLS, PLYWOOD SHEATHED SHEAR WALLS, STEEL BRACED FRAMES, FLOOR/ROOF DIAPHRA6M5, AND STRUT MEMBERS AS SPECIFIED ON THE DRAWIN65. SEE THE LE6END OF PLAN SHEETS FOR ADDITIONAL INFORMATION DEFINING MEMBER LOCATIONS. SPECIAL IN5PECTION5 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 IN5PECTION5 OR TE5TIN6 I5 PERFORMED. THESE IN5PECTION5 ARE IN ADDITION TO THE IN5PECTION5 SPECIFIED 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 4 TABLE 1104.3 ITEM 3 ERECTION PERIODIC 1104.3.2 4 TABLE 1104.3 ITEM 6 SHOP AND FIELD WELDIN6 CONTINUOUS (PERIODIC FOR ITEMS EXCEPTED 1104.3.1, TABLE 1104.3 ITEM 445, (INCL. METAL DECKING) PER IBC 1104.5 ITEM 2) 1101.2, 4 AI56 341-05 APPENDIX Q HI614-5TRENGTH BOLTIN6 PERIODIC (CONTINUOUS WHERE REQUIRED 1104.5.5 4 TABLE 1104.5 ITEM 142 PER IBC 1104.3.3.3) COLD -FORMED 57EEL FRAMIN6 FIELD WELDIN6 PERIODIC 1104.5, 1101.4 4 AW5 91.5 FASTENERS, BOLTS, STRAPS, PERIODIC FOR CONNECTIONS OF ALL MEMBERS OF 1101.4" " # 1106.3 HOLDOWN5, ETC. THE SEISMIC AND WIND FORGE RE5I5TIN6 SYSTEM INGLUDIN6 DIAPHRA6M5, SHEAR WALLS, STRUTS, 4 HOLDOWN5 CONCRETE (SEE 6ENERAL STRUCTURAL NOTE 23 FOR ADDITIONAL REQUIREMENTS)" REINFORCIN6 PLACEMENT PERIODIC AND PRIOR TO ALL CONCRETE POURS TABLE 1104.4 ITEM 1 REINFORGIN6 HELD IN6 PERIODIC (CONTINUOUS FOR SHEAR WALL, MOMENT TABLE 1104.3 ITEM 5b FRAME, OR OTHER SHEAR REINFORCING) ANCHOR BOLT PLACEMENT PERIODIC AND PRIOR TO ALL CONCRETE POURS TABLE 1104.4 ITEM 3 CONCRETE PLACEMENT"* CONTINUOUS TABLE 1104.4 ITEM 5,M1 CURIN6 4 FORMWORK PROCEDURES PERIODIC TABLE 1104.4 ITEM 8,11412 PRECAST CONCRETE ERECTION PERIODIC TABLE 1104.4 ITEM 10 MA50NRY ( SEE 04E-RA1.. STRUCTURAL NOTE 31 FOR ADDITIONAL REQUIREMENTS) LEVEL 1 SPECIAL INSPECTION PERIODIC (CONTINUOUS FOR 6ROUTIN6 AND TABLE 1104.5.1 ITEM 1 THRU 8 WELDIN6 OF REINFORCIN6 BARS) WOOD FASTENERS, BOLTS, STRAPS, PERIODIC FOR CONNECTIONS OF ALL MEMBERS OF 1101.5 6 110b.2**** HOLDOWN5, ETC. THE SEISMIC AND WIND FORCE RE5I5TIN6 5Y5TEM INGLUDIN6 DIAPHRA6M5, SHEAR WALLS, STRUTS, $ HOLDOWN5 EXPANSION BOLTS 4 IN5ERT5 PERIODIC INGLUDIN6 TORQUE TE5T5 IN ACCORDANCE TABLE 1104.4 ITEM 4 WITH APPROVED ICG-E5 REPORTS EPDXY 6ROUTED RODS OR REBAR PERIODIC INGLUDIN6 INSPECTION OF EMBEDMENT TABLE 1104.4 ITEM 4 DEPTH AND HOLE CLEANLINE55 PRIOR TO ALL INSTALLATIONS 50IL COMPACTION CONTINUOUS 1104.1 * STRUCTURAL STEEL INSPECTIONS MAY BE WAIVED IF APPROVED BY THE OWNER AND BUILDIN6 OFFICIAL FOR WORK PERFORMED ON THE PREMISES 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 318-OS SECTION 5.6.2 UNLE55 OTHERWI5E-NOTED IN THE PROJECT SPECIFICATIONS. **** THE EXCEPTION FOR 5HEATHIN6 FASTENED AT A 5PA6IN6 6REATER THAN 4"oc SHALL NOT APPLY TO WOOD OR METAL FRAMING ON THI5 PROJECT. SEISMIC DE5I6N REQUIREMENTS PERIODIC SPECIAL INSPECTION ARCH, MEGH, 4 ELEG ITEMS (A50E 1-05 CHAPTER 15) 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 WALL5 A56E 1-05 SECTION 15.5.8 REQUIRED DURIN6 ERECTION AND FA5TENIN6 FOR WALL5 > 15 P5F (IBC 1101.6) STEEL 5TORA6E RACKS A56E 1-05 SECTION 15.5.3 REQUIRED FOR ANCHORA6E OF RACKS > 8 FEET IN HE I 6HT (IBC 1101.5) 6LAZIN6 SYSTEMS A50E 1-05 SECTION 13.5.1 NOT REQUIRED LIFE SAFETY COMPONENTS INGLUDIN6 A56E 1-05 SECTION 13.6 AND REQUIRED FOR VERIFICATION OF FIRE PUMPS, EMER6ENCY 6ENERATOR5, IBC 1108.4 CERTIFICATE OF COMPLIANCE LABEL SMOKE EVACUATION FANS, AND ON COMPONENT (IBC 1101.6) COMPONENTS WITH HAZARDOU5 COMBUSTIBLE, OR HI6HLY TOXIC CONTENTS (Ip=1.5 PER A5( E 1-05 SECTION 13.1.3) INSTALLATION AND ANCHORA6E OF A56E 1-05 SECTION 13.6 AND REQUIRED (IBC 1101.14 1 101b) SPRINKLER SYSTEMS, FIRE PUMPS, IBC 1108.4 EMERGENCY 6ENERATOR5, COMPONENTS WITH HAZARDOUS, COMBUSTIBLE, OR HIGHLY TOXIC CONTENTS (Ip=1.5 PER A56E 1-05 SECTION ALL OTHER MECHANICAL AND A56E 1-05 SECTION 13.6 NOT REQUIRED ELECTRICAL COMPONENTS STRUCTURAL OBSERVATION PER IBC SECTION 1110 IS NOT REQUIRED FOR THI5 STRUCTURE. CONTRACTOR STATEMENT OF RESPONSIBILITY: CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY IN - ACCORDANCE WITH IBC SECTION 110q TO THE BUILDIN6 OFFICIAL AND OWNER PRIOR TO CONSTRUCTION AGKNOWLE06IN6 THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. GEOTEGHNIGAL: 15. FOUNDATION NOTES: 506RADE PREPARATION INGLUDIN6 DRAINA6E, EXCAVATION, COMPACTION, AND FILLIN6 REQUIREMENTS, SHALL CONFORM STRICTLY WITH THE CIVIL/STRUCTURAL DRAWINGS AND 5PEGIFIGATION5 OR AS DIRECTED BY THE OWNER APPOINTED 6EOTEGHNICAL EN6INEER. FOOTIN65 SHALL BEAR ON FIRM, UNDI5TURBED EARTH OR CONTROLLED, COMPACTED STRUCTURAL FILL AT LEAST 18" BELOW LOWE5T ADJACENT FINISHED 6RADE. THE OWNER APPOINTED 6EOTEGHNIGAL EN6INEER SHALL APPROVE FOOTIN6 EXCAVATION/PREPARATION PRIOR TO PLACEMENT OF ALL FOOTIN65. BACKFILL BEHIND ALL RETAININ6 WALLS WITH FREE DRAINING, 6RANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE A5 NOTED IN THE CIVIL DRAWINGS AND SPECIFICATIONS. ALLOWABLE 50I L PRE55URE . . . . . . . . . . . . . . . . . . . . . . . . . . . 2,500 P5F LATERAL EARTH PRE55URE (RESTRAINED/UNRESTRAINED). . . . . . . . . . . . . . . . 50 PGF/40 PGF 50I L PROFILE TYPE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5I TE CLA55 E 6EOTECHNICAL REPORT REFERENCE: REPORT BY 6EOTECH CONSULTANTS INC., 50IL5 REPORT JN10208 DATED SEPTEMBER 1, 2010. ALLONANGE5: ib. MI56ELLANEOU5 OPENIN6 ALLOWANCE: THE CONTRACTOR SHALL REINFORCE ALL OPENIN65 AT ROOF DECK PER THE DRAWIN65. ALL OPENIN65 ARE NOT 5HOWN ON THE STRUCTURAL DRAWINGS. SEE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWIN65 FOR ADDITIONAL OPENIN65 NOT SHOWN ON THE STRUCTURAL DRAWIN65. THE CONTRACTOR SHALL REVIEW THE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWIN65 FOR OPENIN65 NOT 5HOWN ON THE STRUCTURAL PRAKIN65 AND SUPPLY OPENIN6 SIZE, LOCATION, AND CONFI6URATION TO THE STEEL FABRICATOR PRIOR TO SHOP DRAWIN6 SUBMITTAL. OPENIN65 SHALL OCCUR WHERE ANY DUCT, CONDUIT, PLUMBIN6, OR OTHER IMPLEMENT PA55E5 THROU6H THE FLOOR OR ROOF. AS AN ALLOWANCE, THE CONTRACTOR SHALL BUDGET TO PROVIDE AND INSTALL AS REQUIRED AN ADDITIONAL 150 LINEAR FEET OF AN6LE 5x3x1/4 AND 15 LINEAR FEET OF ANGLE 4x3x1/4 FOR FRAMIN6 OF ROOF DECK OPENIN65 THAT ARE NOT 5HOWN ON THE STRUCTURAL, ARCHITECTURAL, ELECTRICAL, OR MECHANICAL DRAWIN65. INSTALL PER 3/55.1 . 5HEET INDEX: 51.1 GENERAL STRUCTURAL NOTES 51.2 GENERAL STRUCTURAL NOTES 51.3 GENERAL STRUCTURAL NOTES 52.1 BUILDIN6 G FOUNDATION PLAN 52.2 BUILDIN6 G ROOF FRAMIN6 PLAN 53.2 CONCRETE DETAILS 54.1 TYPICAL MASONRY DETAILS 55.1 TYPICAL METAL DECK DETAILS 55.1 CANOPY PLAN # DETAILS 56.1 SHEAR WALL SCHEDULE # DETAILS 5b.2 STAIR PLANS 4 DETAILS 56.3 FRAMIN6 DETAILS REVIEWED FOR G9pE COMPLIANCE APPROVED JAN 15 2016 City of TuWla BUILDING DIVISION `/:,s cffY of; '( i''.",A1'1LA DEC 2 ,2 2015 PERFVIIT CENTER J H H m H M Cn W a Q - w E H r N w Q r 0 z Im IM w s OUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE - SUITE 900 P. 2061313-0460 SEATTLE, WA 98104 F.. 2061343-5691 CA N � ®C ca Mai rg c NMI Job Number, S101203-02 Date: NOVEMBER 5, 2014 Principal in Charge: JEC Project Manager: ETL Drawn By. MRM Sheet Title: GENERAL STRUCTURAL NOTES Sheet Number: .09 ® 2010 FULLER -SEARS ARCHITECTS General Structural Notes (THE FOLLOWING APPLY UNLE55 5HONN OTHERWI5E ON THE DRAAING5) ANCHORAGE: 11. EXPANSION BOLTS INTO CONCRETE SHALL BE ONE OF THE FOLLOWIN6: "KWIK BOLT TZ" AS MANUFACTURED BY HILTI, INC. AND INSTALLED IN STRICT ACCORDANCE WITH I06-E5 REPORT NO. Ig1I AND MANUFACTURER'S INSTRUCTIONS; OR 115TRON6-BOLT 2" AS MANUFACTURED BY 5IMP50N 5TRON6-TIE COMPANY, INC. AND INSTALLED IN STRICT ACCORDANCE WITH I60-E5 REPORT NO. 5031 AND MANUFACTURER'S INSTRUCTIONS. 5UB5TITUTE5 PROP05ED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH ICG-E5 REPORTS IN9IGATIN6 EQUIVALENT OR GREATER LOAD CAPACITIES. IN ADDITION, 5UB5TITUTION5 SHALL MEET I66-E5 ACCEPTANCE CRITERIA A61g3. SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. EXPANSION BOLTS SHALL NOT BE USED A5 5UB5TITUTE5 FOR EMBEDDED ANCHOR BOLTS UNLE55 SPECIFICALLY APPROVED BY THE STRUCTURAL . ENGINEER. NOTIFY ENGINEER IF BOLT LOCATIONS CONFLICT WITH REINFORGIN6 STEEL - DO NOT OUT REINFORCIN6 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"0 EXPAN5I ON BOLTS . . . . . . . . . . . . . . . . . . . . . . 2-5/lb 1 /2"0 EXPANSION BOLTS . . . . . . . . . . . . . . . . . . . . . . 3-5/8" 5/84 EXPAN5ION BOLTS . . 4-1/1611 3/4" 0 EXPAN5I ON BOLTS . . . . . . . . . . . . . . . . . . . . . . 5IMP50N 5TRON6-BOLT 2: 3/8" O EXPANSION BOLTS . . . . . . . . . . . . . . . . . . . . . . 1 /2"10 EXPANSION BOLTS . . . . . . . . . . . . . . . . . . . . . . 5/8" O EXPANSION BOLTS . . . . . . . . . . . . . . . . . . . . . . 3/4" 0 EXPANSION BOLTS . . . . . . . . . . . . . . . . . . . . . . 18. EXPANSION BOLTS INTO 6ROUTED MA50NRY SHALL BE "KWIK BOLT 311, 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 REVIEW WITH I66-E5 REPORTS INDIGATIN6 EQUIVALENT OR 6REATER LOAD CAPACITIES. IN ADDITION, 5UB5TITUTION5 SHALL MEET ICG-E5 ACCEPTANCE CRITERIA AC01. 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. A MINIMUM OF 611 OF 50LID 6ROUT SHALL BE IN PLACE AND CURED TO A MINIMUM 5TREN6TH OF 2,000 P5I ON ALL SIDES OF EXPANSION BOLTS AT MA50NRY WALL5 PRIOR TO BOLT INSTALLATION. BOLTS IN MA50NRY WALL SHALL COMPLY WITH RESTRICTIONS 5HOWN IN DETAIL <M5N-105> AT HEAD JOINTS. NOTIFY EN6INEER IF BOLT LOCATIONS CONFLICT WITH REINFORGIN6 STEEL - DO NOT OUT REINFORCIN6 OR REDUCE EMBEDMENT DEPTHS NITHOUT PRIOR APPROVAL. 1q. DRIVE PINS AND OTHER PONDER -ACTUATED FASTENERS SHALL BE ITN RAM5ET/RED HEAD LOW VELOCITY TYPE (SERIES 1500, 0.145" DIAMETER UNLE55 OTHERWISE NOTED), OR AN APPROVED EQUIVALENT IN 5TREN6TH AND EMBEDMENT. INSTALL IN STRICT ACCORDANCE WITH I60-E5 REPORT NO. 111q. MINIMUM EMBEDMENT IN CONCRETE SHALL BE III UNLE55 OTHERWISE NOTED. MAINTAIN AT LEAST 3" TO NEAREST CONCRETE E06E. 20. EPDXY-6ROUTED RODS OR REBAR TO CONCRETE SPECIFIED ON THE DRAWIN65 SHALL BE 6ROUTED WITH ONE OF THE FOLLOWIN6: "5ET-XP ADHESIVE" AS MANUFACTURED BY 5IMP50N 5TRON6-TIE COMPANY, INC. INSTALL IN STRICT ACCORDANCE WITH IGG-E5 REPORT NO. 2508, INGLUDIN6 MINIMUM EMBEDMENT REQUIREMENT5; OR "HIT-HY 150 MAX-5D" AS MANUFACTURED BY HILTI CORPORATION AND INSTALLED IN 5TRIGT ACCORDANCE WITH I66-E5 REPORT NO. 5013, INGLUDIN6 MINIMUM EMBEDMENT REQUIREMENTS. 5UB5TITUTE5 FROP05ED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH ICG-E5 REPORTS INDI6ATIN6 EQUIVALENT OR GREATER LOAD CAPACITIES. IN ADDITION, 5UB5TITUTION5 SHALL MEET ICC-E5 ACCEPTANCE CRITERIA A0308. PERIODIC SPECIAL INSPECTION OF EPDXY-6ROUTED ANCHOR INSTALLATION IS REQUIRED. EPDXY 6ROUTED RODS OR REBAR SHALL NOT BE USED AS 5UB5TITUTE5 FOR CAST -IN -PLACE ANCHOR BOLTS OR REINFORGIN6 STEEL UNLE55 SPECIFICALLY APPROVED BY THE STRUCTURAL EN6INEER. NOTIFY EN6INEER IF ANCHOR LOCATIONS CONFLICT WITH REINFORCIN6 STEEL - DO NOT OUT REINFORCIN6 OR REDUCE EMBEDMENT DEPTHS WITHOUT PRIOR APPROVAL. UNLESS OTHERWISE NOTED, PROVIDE THE FOLLOWIN6 EMBEDMENT DEPTHS FOR ANCHORS AT CONCRETE: 1/2"0 ROD OR #3 BAR . 4" 5/8"O ROD OR #4 BAR . . . . . . . . . . . . . . . . . . . . . 5" 3/4" 0 ROD OR #5 BAR . . . . . . . . . . . . . . . . . . . . . . 7" 111 0 ROD OR #6 BAR . q 11 1-1 /4" � ROD OR #1 BAR . . . . . . . . . . . . . . . . . . . . 1211 #8 BAR . . . . . . . . . . . . . . . . . . . . . . . . . . . 1511 21. EPDXY-6ROUTED R005 OR REBAR TO MA50NRY SPECIFIED ON THE O WIN65 SHALL BE GROUTED WITH 115ET EPDXY -TIE ADHE5IVE11 A5 MANUFACTURED BY 5IMP50N 5TRON6-TIE COMPANY, INC. INSTALL IN STRICT ACCORDANCE WITH I06-E5 REPORT NO. 1112, INGLUDIN6 MINIMUM EMBEDMENT REQUIREMENTS. 5UB5TITUTE5 PROP05ED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH I00-E5 REPORTS INDIGATIN6 EQUIVALENT OR GREATER LOAD CAPACITIES. IN ADDITION, 5UB5TITUTION5 SHALL MEET ICG-E5 ACCEPTANCE CRITERIA (A(,58 FOR NEW MA50NRY APPLICATIONS, AC60 FOR UNREINFORCED BRICK MASONRY). SPECIAL INSPECTION OF EPDXY-6ROUTED ANCHOR INSTALLATION IS REQUIRED. PROVIDE 56FM TUBES AT BRICK MA50NRY LOCATIONS AND AT HOLLOW GMU. 50REEN TUBES ARE NOT REQUIRED AT 50LID GMU. HOLES IN BRICK MA50NRY 4 HOLLOW GMU SHALL BE CORE DRILLED OR DRILLED WITH ROTO-HAMMER IN ROTATION MODE ONLY. HOLES IN 50LIDLY 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 CA5T-IN-PLACE ANCHOR BOLTS OR REINFORGIN6 STEEL UNLE55 SPECIFICALLY APPROVED BY THE STRUCTURAL EN6INEER. NOTIFY EN6INEER IF BOLT LOCATIONS CONFLICT WITH REINFORCIN6 STEEL - DO NOT GUT REINFORCIN6 OR REDUCE EMBEDMENT DEPTHS NITHOUT PRIOR APPROVAL. UNLE55 OTHERWISE NOTED, PROVIDE THE FOLLOWIN6 EMBEDMENT DEPTHS FOR ANCHORS AT REINFORCED MA50NRY WALL5: 1 /2" 0 ROD OR #3 BAR . 411 5/8"10 ROD OR #4 BAR . 511 3/4" 0 ROD OR #5 BAR . . . . . . . . . . . . . . . . . . . 7'1 22. NOT USED. 0 s! aH r N A I OONGRETE: 23. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1gO5 AND AGI 301. 5TREN6TH5 AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS: TYPE OF CONSTRUCTION 28 DAY STREN6TH EXP05URE GLASSES (f' c) (XI 318-05 TABLE 4. 2.1) A. CONCRETE EXP05ED TO WEATHER 4,500 P5I MIN. (Fi, 50, P0, (11) B. CONCRETE EXPOSED TO EARTH 4,000 P5I MIN. (FO, 50, P0, 61) (FOUNDATIONS, BASEMENT WALLS, ETC.) C. ALL OTHER CONCRETE 4,000 P5I MIN. (FO, 50, P0, CO) (UNLE55 LI5TED BELOW) WATER-CEMENTITIOU5 MATERIAL RATIO FOR INTERIOR SLABS SHALL BE BETWEN 0.40 AND 0.44. CONCRETE MIXES SHALL MEET OR EXCEED THE REQUIREMENTS SPECIFIED ABOVE. MIXES SHALL BE SUBMITTED TO THE EN6INEER AND BUILDIN6 OFFICIAL FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE AND SHALL INCLUDE THE AMOUNTS OF CEMENT, CEMENTITOU5 MATERIAL, FINE AND COARSE A66RE6ATE, WATER AND ADMIXTURES, A5 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 RE5PON5IBILITY FOR SPECIFIED PERFORMANCE. 24. REINFORCIN6 STEEL SHALL CONFORM TO A5TM A615, 6RADE 60, fy = 60,000 PSI. GRADE 60 REINFORCING BARS WHICH ARE TO BE WELDED SHALL CONFORM TO A5TM A106. REINFORCEMENT COMPLYIN6 WITH A5TM A615(51) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDIGATIN6 CONFORMANCE WITH WELVIN6 PROCEDURES SPECIFIED IN A.W.5. 91.4-q8 ARE SUBMITTED. LONGITUDINAL REINFORCEMENT IN ALL COLUMNS SHALL COMPLY WITH A5TM A106. ASTM A615 6RADE 60 REINFORCEMENT ARE ALLOWED IN THESE MEMBERS IF: (A) THE ACTUAL YIELD 5TREN6TH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED YIELD STREN6TH BY MORE THAN 18,000 PSI (RETE5T5 SHALL NOT EXCEED THIS VALUE BY MORE THAN AN ADDITIONAL 3,000 P5I), AND (B) THE RATIO OF THE ACTUAL ULTIMATE TEN5ILE 5TRE55 TO THE ACTUAL TENSILE YIELD 5TREN6TH I5 NOT LE55 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. REINFORGIN6 57EEL SHALL BE DETAILED (INGLUDIN6 HOOKS AND BENDS) IN ACCORDANCE WITH AGI 315-qq AND 318-08. LAP ALL CONTINUOUS REINFORCEMENT IN ACCORDANCE WITH "REINFORCEMENT SPLICE AND DEVELOPMENT LEN6TH 5GHEDULE" OF 20/53.1 PROVIDE CORNER BARS AT ALL WALL AND FOOTIN6 INTER5ECTION5. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8 AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLE55 OTHERWISE NOTED ON THE DRAWIN65 OR APPROVED BY THE STRUCTURAL EN6INEER. 26. CONCRETE PROTECTION (COVER) FOR REINFORCIN6 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. WALL5 BELOW GROUND) OR WEATHER (#6 BAR5 OR LAR6ER). . 2" (#5 BARS OR SMALLER) . . . 1 1 /211 5LAB-ON-6RADE BOTTOM REINFORCIN6 (WITH VAPOR BARRIER BELOW) . . . . . . . . . . . . . . . . . 1 1/211 COLUMN TIES OR SPIRALS AND BEAM STIRRUPS . 1 1/211 SLABS AND WALLS (INTERIOR FACE) . . . . . . . . . 6REATER OF (BAR DIAMETER PLUS 1/U") or 5/4" 21. NOT USED. 28. CAST -IN -PLACE CONCRETE: 5EE ARCHITECTURAL O WIN65 FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENIN65 IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWIN65 FOR 5IZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENIN65 THROU6H CONCRETE WALLS. SEE ARCHITECTURAL DRAWIN65 FOR ALL 6ROOVE5, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXP05ED CONCRETE 5URFAGES. 2q. BONDIN6 A6ENT 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 5URFACE5. 30. NON-5HRINK 6ROUT SHALL BE FURNI5HED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 6ROUT 5TRE%TH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT I5 PLACED (6,000 P5I MINIMUM). MA50NRY: 31. CONCRETE MA50NRY UNIT WALLS SHALL BE CONSTRUCTED OF MEDIUM OR NORMAL NEI6HT MA50NW UNITS, CONFORMING TO A5TM CqO, LAID IN A RUNNIN6 BOND WITH A MINIMUM NET AREA COMPRESSIVE 5TREN6TH OF ig00 P5I. MORTAR SHALL BE TYPE 1151.1 IN CONFORMANCE WITH A5TM 6210. 6ROUT SHALL CONFORM TO ARTICLE 2.2 OF TM5602-0S/ACI530.I-08/A56E6-08 REQUIREMENTS AND ATTAIN A MINIMUM COMPRESSIVE 5TREN6TH OF 2,000 P5I AT 28 DAYS, DESIGN F'm = 1500 P5I AT 28 DAYS. 5TREN6TH SHALL BE VERIFIED BY PRI5M TE5TIN6 OR SHALL BE VERIFIED BY THE UNIT STREN6TH METHOD IN ACCORDANCE WITH IBC SECTION 2105 PRIOR TO CONSTRUCTION PLUS ADDITIONAL TE5TIN6 FOR EACH 5000 SQUARE FEET OF WALL DURIN6 CONSTRUCTION. UNLE55 OTHERWISE NOTED, PROVIDE THE FOLLOWIN6 REINFORCEMENT: 811 WALL5 (SOLIDLY 6ROUTED) (5EE WS4.1 FOR REINFORCEMENT) 10" WALLS (50LIDLY 6ROUTED) (5EE 16/54.1 FOR REINFORCEMENT) IN ADDITION, PROVIDE (1)#5 VERT. AT FREE ENDS OF WALL5, AND (2)#5 HORIZONTAL AT ELEVATED FLOOR AND ROOF LEVELS AND AT TOPS OF WALL5, U.O.N. REINFORGE WALL GORNER5 AND I NTER5ECT I ON5 PER 15/54.1 . REINFORCE JAMBS AND FREE EN05 OF WALLS PER Ib/54.I 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 REINFORCIN6 DEVELOPMENT AND LAP 5PLIGE SCHEDULE. FILL ALL CELLS CONTAININ6 REINFORCEMENT OR EMBEDDED ITEMS AND ALL CELLS BELOW 6RADE WITH 6ROUT. PROVIDE GLEANOUT HOLES AT BOTTOM OF ALL CELL5 CONTAININ6 REINFORCEMENT FOR POURS 6REATER THAN 5.35 FEET IN HEI6HT (MAXIMUM 5PAGIN6 OF CLEANOUT5 SHALL BE 32"oc FOR 50LIPLY 6ROUTED WALLS). MAXIMUM HEI6HT OF GROUT POURS SHALL BE IN ACCORDANCE WITH AC 530.1-OS TABLE 7. MAXIMUM HEI6HT OF 6ROUT LIFTS I5 5.33 FEET. 5TEEL: 32. STRUCTURAL STEEL 2E5IA FABRICATION, AND ERECTION SHALL BE BA5ED ON THE LATEST EDITION5 OF THE A.I.5.G. SPECIFICATIONS AND CODES: 1. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS -ALLOWABLE 5TRE55 AND PLASTIC DE5I6N, OR LOAD AND RESISTANCE FACTOR DE5I6N SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS. 2. CODE OF STANDARD PRACTICE FOR STEEL. BUILDIN65 AND BRIDGES, ADOPTED MARCH 18, 2005. IN ONCE 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 REQUESTED BY THE FABRICATOR SHALL BE SUBMITTED TO THE EN6INEER 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 DRAWIN65 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 WELPIN6. IN REFERENCE TO SECTION 5.5, IN THE EVENT OF DISCREPANCIES BETWEEN DE5I6N DRMIN65 AND 5PECIFICATION5, THE DE5I6N DRAWIN65 GOVERN. IN REFERENCE TO SECTION 4.1, THE FABRICATOR SHALL NOT A55UME BID PACKA6E5 CONSTITUTE RELEA5IN6 THE DRAWIN65 FOR CONSTRUCTION WITHOUT EXPLICIT DIRECTION TO DO 50 BY THE OWNER. 3. SPECIFICATION FOR STRUCTURAL JOINTS U5IN6 A5TM A525 OR A4gO BOLTS. CONTRACTOR SHALL AL50 COMPLY WITH 05HA RE6ULATION 21 CFR PART 1526 SUBPART R - STEEL ERECTION, PUBLI5HED JANUARY 18, 2001. MISCELLANEOUS PLATES FOR 6UYIN6 GABLE ATTACHMENTS, TEMPORARY J0I5T BRAGIN6, ETC. SHALL BE ADDED A5 REQUIRED. CONTRACTOR SHALL EVALUATE COLUMNS AND PROVIDE ADEQUATE BASE PLATE SHIMS, 6UY5, OR TEMPORARY BRAGIN6 AS REQUIRED PER SECTION 1126.155. 33. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWIN6 REQUIREMENTS: TYPE OF MEMBER A5TM SPECIFICATION A. WIDE FLAN6E AND AT 5HAPE5 Agg2 50 K5I B. PLATE5, AN6LE5, CHANNELS, AND R095 A36 36 K5I G. PLATES (NOTED 6RADE 50 ON DRAWIN65) A512 50 K5I D. PIPE MEMBERS A55 (TYPE E OR 5, 6RADE B) 35 K5I E. STRUCTURAL TUBIN6 (H55 - SQUARE OR RECTAN6ULAR) A500 (GRADE B) 46 K5I F. ANCHOR BOLTS OR ANCHOR RODS F1554 (6RADE 36) 36 K5I 6. CONNECTION BOLTS A325-N H. THREADED R005 FOR EPDXY 6ROUTED CONNECTIONS A36 OR A30I(6RADE 6). 36 K5I 34. NOT USED 55. DIMEN5IONAL TOLERANCE FOR STRUCTURAL STEEL. MEMBERS SHALL BE PER THE AI5G CODE OF STANDARD PRACTICE FOR STEEL. BUILDIN65 AND BRID6E5, SECTION 6.4 AND A5TM SPECIFICATION A6. UNLE55 SPECIFICALLY ALLOWED BY THE EN6INEER, COLUMN MEMBERS SHALL NOT BE MODIFIED BY THE ROTARY 5TRAI6HTENIN6 PROCE55. 36. ARCHITECTURALLY EXP05ED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE A.I.5.C. CODE OF STANDARD PRACTICE FOR STEEL BUILDIN65 AND BRIDGES, ADOPTED MARCH 18, 2005. ANY STEEL. CANOPIES SHALL BE CONSIDERED ARCHITECTURALLY EXP05ED. SEE SPECIFICATIONS FOR SPECIFIC FABRICATION AND ERECTION REQUIREMENTS FOR ARCHITECTURALLY EXP05ED STRUCTURAL STEEL. 31. BOLTS IN CONNECTIONS NOT SPECIFIED A5 5LIP-CRITICAL NEED ONLY BE TI6HTENED TO THE 5NU6 TIGHT CONDITION. THE 5NU6 TI6HT CONDITION I5 DEFINED AS THE TI6HTNE55 THAT EXISTS 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 5LIP-CRITICAL CONNECTION BOLTS SHALL BE APPROVED SELF LOAD INDIGATIN6 TYPES (SUCH AS BETHLEHEM INDICATOR BOLTS, LeJEUNE TEN5ION CONTROL BOLTS, ETC.), AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. CONNECTED PLIES SHALL BE PREPARED TO MEET THE REQUIREMENTS FOR CLA55 A FAYIN6 SURFACES. 38. HOLE SIZES IN STEEL MEMBERS FOR CONNECTIONS TO CONCRETE OR MA50NRY SHALL BE AS FOLLOWS UNLE55 SPECIFIED OTHERWISE ON THE DRAWIN65: MAXIMUM HOLE VIA. OVER NOMINAL BOLT PIA. ANCHOR TYPE OTHER THAN GOL. BASE PLATES COL. BASE PLATES CAST -IN -PLACE ANCHOR BOLTS 1/1611 TABLE 14-2 OF AI56 STEEL CONSTR. MANUAL, 15TH ED. EXPANSION BOLTS 1/1611 5/1611 EPDXY GROUTED BOLTS 1/8" 5/16" 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 BELON 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 AI56 STEEL CONSTRUCTION MANUAL, 13TH EDITION. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 15 2016 " - City Of TuW11a BUILDING DIVISION C;TV ()F 'f Llt.'.A,'ILA DEC 2.2 2015 PERIVIIT CENTER J F- I- r� W � cl:� a a W � r N w I- � r 0 z V Ell gem e COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE. SUITE 900 P. 206/343-0460 SEATTLE, WA 98104 F: 206/343-5691 CA e� N CD mod Job Number: S101203-02 Date: NOVEMBER 5, 2014 Principal In Charge: JEC Project Manager: ETL Drawn By. MRM 71 Sheet Title: GENERAL STRUCTURAL NOTES Sheet Number: u� Z ULLER S FEMIS ARCHITECTS LL General Structural Notes (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS) 35. OPEN WEB STEEL JOISTS AND JOIST GIRDERS (INGLUDIN6 BRID6IN6) SHALL CONFORM TO THE SPECIFICATIONS OF THE STEEL JOIST INSTITUTE, LATEST EDITION, AND IBC SECTION 2206. SEE PLANS AND DETAILS FOR LOADIN6 REQUIREMENTS. AT JOISTS, THE PLANS INDICATE THE UNIFORM POUND PER FOOT LINE LOADS SHOWN AS (TOTAL LOAD, LIVE LOAD) WHICH INCLUDE AN ALLOWANCE FOR THE WEIGHT OF JOISTS, UNLESS OTHERWISE NOTED. CONCENTRATED LOADS SPECIFIED ON THE PLANS OR DETAILS SHALL BE ADDITIVE TO THE SPECIFIED LINE LOADS. JOIST 6IRDER LOADS INDICATED DO NOT INCLUDE AN ALLOWANCE FOR THE 6IRDER SELF WEIGHT. FOR MEMBERS DENOTED 'STRUT' DE5I6N TOP CHORD TO RESIST THE FACTORED EARTHQUAKE LOAD SHOWN. IN ADDITION, ALL MEMBERS SHALL BE DE5I6NED TO SUPPORT A 5IN6LE 500 LB. ADDITIVE DOWNWARD POINT LOAD FROM ANY TOP OR BOTTOM CHORD PANEL POINT TO ACCOUNT FOR MISCELLANEOUS ARCHITECTURAL AND MECHANICAL ITEMS. CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR AND JOIST MANUFACTURER FOR LOADS EXGEEDIN6 THIS ALLOWANCE. WHERE CONCENTRATED LOAD5/HAN6ER5 DO NOT OCCUR AT PANEL POINTS, CONTRACTOR SHALL INSTALL ADDITIONAL WEB MEMBERS PER THE INSTALLATION DETAILS OF THE JOIST MANUFACTURER WHERE REQUIRED. J0I5T MANUFACTURER SHALL CHECK ROOF MEMBERS AND PROVIDE UPLIFT BRI06IN6 AS REQUIRED TO ADEQUATELY BRACE THE BOTTOM CHORD A6AIN5T LATERAL MOVEMENT UNDER A NET WIND UPLIFT PRE55URE SHOWN ON THE DRAWIN65. CONTRACTOR SHALL COORDINATE BRID6I% LAYOUT PRIOR TO J0I5T ERECTION TO AVOID CONFLICTS WITH MECHANICAL DUCTWORK, FLOOR/ROOF OPENIN65, OR OTHER MI5CELLANEOU5 ITEMS. ENDS OF BRID6I% ROW5 SHALL BE FIELD WELDED TO STRUCTURAL STEEL MEMBERS OR TO PLATES BOLTED TO CONCRETE OR MASONRY WALLS UNLESS OTHERWISE NOTED. CAMBER JOISTS IN ACCORDANCE WITH THE STEEL J0I5T INSTITUTE STANDARDS, UNLE55 OTHERWISE NOTED. 5IZE MEMBERS TO MEET THE FOLLOWING LIVE LOAD DEFLECTION CRITERIA UNLE55 OTHERWISE NOTED: L/360 FOR SIMPLE SPAN ROOF MEMBERS AND L/180 FOR ROOF OVERHAN65 JOISTS THAT OCCUR WITHIN 3'-0" OF STEEL COLUMNS AND ALL JOISTS EXCEEDIN6 40'-0" IN LEN6TH SHALL BE BOLTED TO THEIR 5UPPORT5 IN LIEU OF THE SPECIFIED FIELD WELDIN6, EXCEPT AT JOISTS MARKED 'STRUT' WHERE THE FIELD WELDIN6 SHALL AL50 APPLY. USE (2) 1/2" DIAMETER A301 BOLTS FOR K-5ERIE5 JOISTS AND (2) 3/4" DIAMETER A301 BOLTS FOR LH AND DLH-SERIES JOISTS (VERIFY BOLT 5IZE/5PAGIN6 WITH J0I5T SUPPLIER). BOLTIN6 REQUIREMENT MAY BE OMITTED FOR JOISTS LESS THAN 40'-0" IN LEN6TH WHERE WIDE FLAN6E BEAMS FRAME INTO STEEL. COLUMNS IN AT LEAST TWO DIRECTIONS. SUBMIT SHOP DRAWIN65 AND DE5I6N CALCULATIONS TO THE ARCHITECT, STRUCTURAL EN6INEER, AND BUILDIN6 DEPARTMENT FOR REVIEW PRIOR TO FABRICATION. SUBMITTALS SHALL INDICATE ALL CHORD AND HEB MEMBER 5IZE5 AND 5HOW ALL END CONNECTIONS. DE5I6N CALCULATIONS SHALL BEAR THE STAMP AND 5I6NATURE OF A RE6I5TERED PROFE55IONAL EN6INEER, STATE OF WA5HIN6TON. 40. ALL WELDIN6 SHALL BE IN CONFORMANCE WITH A.I.5.6. AND A.W.5. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS U5IN5 E70XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W.5.) 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. WELDIN6 OF 6RADE 60 REINFORGIN6 BARS (IF REQUIRED) SHALL BE PERFORMED U5IN6 LOW HYDR06EN ELECTRODES. WELDIN6 WITHIN 4" OF COLD BENDS IN REINFORGIN6 STEEL IS NOT PERMITTED. SEE REINFORCEMENT NOTE FOR MATERIAL REQUIREMENTS OF WELDED BAR5. THE WELD SYMBOLS 5HOWN ON THE DRAWINGS ARE INTENDED ONLY TO AIDE THE CONTRACTOR IN THE DETERMINATION OF FIELD VERSUS SHOP WELDING. THE CONTRACTOR SHALL WORK WITH THE FABRICATOR AND ERECTOR TO COORDINATE THE FINAL DETERMINATION OF FIELD VERSUS SHOP WELDS TO ACCOMMODATE THE CONSTRUCTION SEQUENGIN6 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. PROPOSED FILLER MATERIAL FOR BOTH SHOP AND FIELD WELDS SHALL BE SUBMITTED FOR REVIEW PRIOR TO CONSTRUCTION. 41. METAL ROOF DECKIN6: PROVIDE 5IZE, TYPE, 6A6E, AND ATTACHMENT TO THE 5UPPORTIN6 STRUCTURE AS SHOWN ON THE DRAWINGS. ALTERNATES MUST BE CONNECTED AGGORDIN6 TO PUBLISHED I66-E5 CRITERIA FOR DIAPHRA6M SHEARS SHOWN. PROVIDE 5HORIN6 WHERE REQUIRED PER MANUFAGTURER'5 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 DRAWIN65. 42. COLD -FORMED STEEL FRAMIN6 MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAGE 5HOWN ON THE DRAWIN65. NOTATIONS ON THE DRAWIN65, RELATIN6 TO MEMBER TYPES AND SIZES OR MISCELLANEOUS FRAMIN6 ITEMS, REFER TO CATAL06 NUMBERS OF MEMBERS MANUFACTURED BY 50AFOO CORPORATION, SPOKANE, WA. PRODUCTS BY OTHER MEMBERS OF THE "STEEL. STUD MANUFAGTURER'5 ASSOCIATION" MAY BE 505TITUTED 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 ENGINEER PRIOR TO FABRICATION. ALL COLD -FORMED STEEL FRAMIN6 SHALL AL50 CONFORM TO THE A.I.5.I. "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS." SEE 20/51.1 FOR METAL FRAMING NOTES. 45. HEADED STUDS FOR COMP05ITE CONNECTION OF STRUCTURAL STEEL TO CONCRETE AND THREADED STUDS (GPL'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 = 60 K5I MIN.). HEADED STUDS SHALL BE WELDED IN CONFORMANCE WITH THE REQUIREMENTS OF A.W.5 CHAPTER 1. UNLESS OTHERWISE NOTED, STUDS SHALL BE WELDED BY THE AUTOMATIC MACHINE WELDIN6 PROGE55 IN CONFORMANCE WITH A.W.S. REQUIREMENTS. STUD TYPES SHALL BE MANUFACTURED BY NEL50N STUD WELDIN6, INC. OR EQUIVALENT. HEADED STUDS SHALL BE TYPE 53L SHEAR CONNECTORS, THREADED STUDS SHALL BE TYPE GPL PARTIALLY THREADED STUDS. 44. DEFORMED BAR ANCHORS (02L's) SHALL BE TYPE 02L ANCHORS BY NEL50N STUD WELDIN6, INC., OR EQUIVALENT. ANCHORS SHALL BE MADE FROM GOLD ROLLED, DEFORMED STEEL CONFORMIN6 TO A5TM A-44. I WOOD: 45. FRAMIN6 LUMBER SHALL BE KILN DRIED OR MG-11, AND 6RADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD 6RADIN6 RULES FOR WEST COAST LUMBER NO. 11. FURNISH TO THE FOLLOWIN6 MINIMUM 5TANDAR05: JOISTS: (2x MEMBERS) DOU6LA5 FIR NO. 2 MINIMUM BASIC DESIGN 5TRE55, Fb = q00 PSI, Fv = 150 PSI, E = 1600 K5I (3x AND 4x MEMBERS) DOU6LA5 FIR NO. 1 MINIMUM BASIC DE5I6N STRESS, Fb = 1000 P5I, Fv = 180 P5I E = 1100 K5I BEAMS AND 5TRIN6ER5: DOU6L.A5 FIR NO. 1 (INGLUDIN6 bx AND LARGER MEMBER5) MINIMUM BA5I6 DE5I6N FFF-55, Fb = 1550 P5I, Fv = 110 PSI, E = 1600 K5I POSTS: (4x MEMBERS) HEM -FIR NO. 1 MINIMUM BA5I6 DE5I6N 5TRE55, Fo = 1350 P5I, E = 1500 K5I (bx 4 LARGER MEMBERS) DOU6LA5 FIR NO. 1 MINIMUM BASIC DE5I6N 5TRE55, Fo = 1000 P5I, E = 1600 K5I STUDS, PLATES, LE06ER5 4 DOU6LA5 FIR NO. 3 OR STUD 6RADE MISCELLANEOUS LI6HT FRAMIN6: MINIMUM BA5I6 DE5I6N 5TRE55, Fb = 525 PSI, E = 1400 K5I Fo = 115 PSI, Ft = 525 P5I NOTE: FIN6ER JOINTED STUDS MAY BE SUBSTITUTED ONLY IF THEY MEET PRE56RIBED BENDING STRESS 4 TENSION 5TRE55 CRITERIA. 46. EN6INERED WOOD I-JOI5T5 SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL NECESSARY BRI06IN6, BLOGKIN6, BLOGKIN6 PANELS, STIFFENERS, ETC., SHALL BE DETAILED AND FURNISHED BY THE MANUFACTURER. PERMANENT AND TEMPORARY BRID6I% SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS. ALL J0I5T HAN6ER5 AND OTHER HARDWARE SHALL BE COMPATIBLE IN 5IZE WITH EN6INEERED WOOD I-JOI5T5 PROVIDED. DE5I6N 5HOWN ON THE DRANIN65 IS BASED ON RESIDENTIAL JOISTS MANUFACTURED BY WEYERHAEUSER IN ACCORDANCE WITH I66-E5 REPORT NO. nR-1153. ALTERNATE EN6INEERED WOOD I -JOISTS 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 5U55TITUTION MUST BE SUBMITTED TO THE STRUCTURAL EN6INEER FOR ANY PROP05ED SUBSTITUTES. THE CONTRACTOR SHALL BE RE5PON5IBLE FOR ALL EN6INEERIN6 COSTS RELATIN6 TO REVIEW AND/OR RE-DE5I6N TO ACCOMMODATE PROP05ED SUBSTITUTIONS. DE5I6N LOADS SHALL BE A5 FOLLOWS, UNLE-55 OTHERWISE NOTED: LIVE LOAD PER DE16N LOADIN6 CRITERIA DEAD LOAD 23 P5F THE J0I5T MANUFACTURER SHALL COORDINATE LOCATIONS AND SUPPORT CONFI6URATION5 OF PLUMBIN6, MECHANICAL UNITS, DUCTS, AND/OR OTHER MISCELLANEOUS ITEMS WITH THE CONTRACTOR PRIOR TO J0I5T FABRICATION. THE J0I5T MANUFACTURER SHALL DE-5I6N JOISTS TO SUPPORT ALL LOADS A55061ATED WITH SUCH ITEMS. THE J0I5T SHOP DRAWIN65 SHALL INCLUDE ALL DE5I6N LOADS AND APPROVED HANGER CONNECTION DETAILS TO JOISTS FOR SUPPORT OF HUN6 MECHANICAL SYSTEM COMPONENTS. SUBMIT SHOP DRAWIN65 TO THE ARCHITECT AND STRUCTURAL EN6INIE=R FOR REVIEW PRIOR TO FABRICATION. ALL I -JOIST HAN6ER5 SHALL BE 'MIT' SERIES, UNLESS OTHERWI5E NOTED. 41. ROOF, FLOOR i WALL 5HEATHIN6 SHALL BE APA RATED, EXTERIOR OR EXP05URE 1 PLYWOOD 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 PS 1-01, P5 2-04, OR APA PRP-108 PERFORMANCE 5TANDARD5 AND POLICIES FOR STRUCTURAL USE PANELS. SEE DRAWIN65 FOR THICKNE55, SPAN RATIN6, AND NAILIN6 REQUIREMENTS. UNLE55 OTHERWISE NOTED, WALL 5HEATHIN6 SHALL BE 1/2" (NOMINAL) WITH SPAN RATIN6 OF 24/0. 6LUE FLOOR 5HEATHIN6 TO ALL SUPPORTIN6 MEMBERS WITH ADHESIVE CONFORMIN6 TO APA SPECIFICATION AF6-01. Q. ALL PRE55URE-TREATED (P.T.) WOOD MEMBERS SPECIFIED ON THE DRAWIN65 THAT OGGUR ABOVE 6ROUND AND CONTINUOUSLY PROTECTED FROM MOISTURE (INTERIOR LOCATIONS) SHALL BE PRE55URE-TREATED WITH DOT 50DIUM BORATE (5BX) WITHOUT Na5iO2. AT LOCATIONS PERMANENTLY EXP05ED TO WEATHER OR IN GONTAGT WITH THE 6ROUND, WOOD MEMBERS SHALL BE PRE55URE-TREATED WITH COPPER AZOLE CA-5 (HEM -FIR ONLY), OR ALKALINE COPPER QUAT (AGO-G FOR DOU6LA5-FIR, OR ACQ-D FOR HEM -FIR) PRE5ERVATIVE5 UNLE55 OTHERWISE NOTED. AMMONIAGAL COPPER ZING ARSENATE (AGZA) PRESERVATIVE, OR OTHER PRESERVATIVES WITH AMMONIA CARRIERS, SHALL NOT BE USED. SEE 6ENERAL STRUCTURAL NOTES 4q AND 51 FOR MATERIAL REQUIREMENTS OF CONNECTORS AND FA5TENER5 IN CONTACT WITH FRE-55URE-TREATED MEMBERS. INSTALL 2 LAYERS OF A5PHALT-IMPRE6NATED BUILDIN6 PAPER BETNE N UNTREATED LE06ER5, BLOCKIN6, ETC., AND CONCRETE OR MASONRY. 41. TIMBER CONNECTORS GALLED OUT BY LETTERS AND NUMBERS SHALL BE "5TR0%-TIE" BY 5IMP50N COMPANY, AS 5PEGIFIED IN THEIR CATAL06 NO. C-2013. ALTERNATE CONNECTORS CONFORMIN6 WITH IBC SECTION 1116 MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL EN6INEER. A CURRENT IG6-E5 REPORT AND A LI5T 5TATIN6 THE ITEM -FOR -ITEM SUBSTITUTION MUST BE SUBMITTED TO THE STRUCTURAL EN6INEER FOR ANY PROP05ED SUBSTITUTES. THE CONTRACTOR SHALL BE RE5PON5IBLE FOR ALL EN6INEERIN6 COSTS RELATIN6 TO REVIEW AND/OR RE-DE-5I6N TO ACCOMMODATE PROPOSED SUBSTITUTIONS. INSTALL NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, CENTER STRAP ON JOINT AND INSTALL NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER, WITH EQUAL NUMBER AND SIZE OF FASTENERS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A301. INSTALL WA5HER5 UNDER THE HEADS AND NUTS OF ALL BOLTS AND LA6 5GREW5 BEARIN6 ON WOOD. ALL SHIMS SHALL BE 5EA50NED AND DRIED AND THE SAME 6RADE (MINIMUM) A5 MEMBERS CONNECTED. ALL TIMBER CONNECTORS IN CONTACT WITH PRE55URE-TREATED WOOD THAT USES PRESERVATIVE CHEMICALS OTHER THAN DOT 50IUM BORATE (5BX) WITHOUT Na5iO2 SHALL BE MANUFACTURED FROM ZMAX STEEL BY 5IMP50N (6185 STEEL PER A5TM Ab53), OR TYPE 304 OR 316 5TAINLE55 STEEL. ALTERNATIVELY, CONNECTORS CAN BE P05T HOT DIP 6ALVANIZED PER A5TM A123 OR MECHANICALLY GALVANIZED PER A5TM B615, CLA55 55 OR 6REATER. STAINLESS STEEL FASTENERS SHALL BE USED WITH 5TAINLE55 STEEL CONNECTORS, AND HOT DIP 6ALVANIZED FASTENERS PER A5TM A155 SHALL BE USED WITH 6ALVANIZED CONNECTORS. 50. WOOD FRAMING NOTES: THE FOLLOWING APPLY UNLESS OTHERWISE NOTED ON THE DRAWIN65: A. ALL WOOD FRAMIN6 DETAILS SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBC. MINIMUM NAILIN6 SHALL CONFORM TO IBC TABLE 2304.q.1 OR CURRENT IGG-E5 REPORT NER-212. COORDINATE THE 5IZE AND LOCATION OF ALL OPENIN65 WITH MECHANICAL AND ARCHITECTURAL DRAWIN65. INSTALL WA5HER5 UNDER THE HEADS AND NUTS OF ALL BOLTS AND LA6 50REW5 BEARIN6 ON WOOD. INSTALLATION OF LA6 56REW5 SHALL CONFORM TO 2005 ND5 5EGTION II.I.3, AND INSTALLATION OF BOLTS SHALL CONFORM TO 2005 ND5 SECTION 11.1.2. B. WALL FRAMIN6: TWO STUDS MINIMUM SHALL BE INSTALLED AT THE ENDS OF ALL WALLS, UNLE55 OTHERWISE NOTED. INSTALL 50LID BLOCKIN6 FOR WOOD COLUMNS THROU614 FLOOR SPACES TO 5UPPORT5 BELOW. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMIN6 BELOW WITH 16d NAILS AT 12"or, 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 59PW5-2008 SECTION 4.3.6.4.3. INDIVIDUAL MEMBERS OF BUILT-UP STUD POSTS SHALL BE NAILED TO EACH OTHER WITH 16d ® 12"oc 5TA66ERED. G. FLOOR FRAMIN6: INSTALL 50LID BLOCKIN6 AT ALL BEARIN6 POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 10d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH 5IMP50N METAL JOIST HAN5ER5 IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS T06ETHER WITH lbd ® 12"oc 5TA66ERED. FLOOR SHEATHIN6 SHALL BE LAID UP WITH 6RAIN PERPENDICULAR TO SUPPORTS AND NAILED AS 5HOWN ON THE DRAWIN65. ALL FLOOR 5HEATHIN6 E96E5 SHALL HAVE APPROVED TON6UE-AND-6ROVE JOINTS OR SHALL BE SUPPORTED WITH 50LID BLOGKIN6. ALLOW 1/8" 5PAGIN6 AT ALL PANEL EVE-5 AND EN05 OF FLOOR AND ROOF 5HEATHIN6. TOENAIL BLOGKIN6 TO 5UPPORT5 WITH 16d ® 12"oo. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS, INSTALL FLAT 2x BLOCKIN6 AT ALL UNFRAMED PANEL E06E5 AND NAIL WITH E06E NAILING SPECIFIED. D. NAILIN6: MINIMUM NAIL DIAMETER AND LEN6TH SHALL BE AS FOLLOW5: NAIL SIZE ON DRAWIN65 5HEATHIN6 NAILS 8d 10d FRAMIN6 NAILS 10d 16d DIAMETER AND LENGTH 0.131" x 2 1/4" 0.148" x 2 1/2" 0. 148 11 x 3" 0.1011 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 (5BX) WITHOUT N6102, SHALL BE P05T HOT DIP 6ALVANIZED PER A5TM A153. 52. EN6INEERED LUMBER: EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTIN6 THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE 6RADE, THE NER OR I06-E5 REPORT NUMBER, AND THE QUALITY CONTROL AGENCY. ALL MEMBERS SHALL BE MANUFACTURED WITH AN APPROVED ADHESIVE. BEAMS: LAMINATED STRAND LUMBER (L5L) No = 2250 PSI, E = 1500 K5I, Fv = 400 PSI (DEPTH > q 1/2") Fb = 1100 PSI, E = 1500 K5I, Fv = 400 P5I (DEPTH ( q 1/211) LAMINATED VENEER LUMBER (LVL) Fb = 2600 P5I, E = 1100 K5I, Fv = 285 PSI 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 5HOWN ON THE DRAWIN65 I5 BASED ON LUMBER MANUFACTURED BY WEYERHAEU5ER IN ACCORDANCE WITH ICC-E5 REPORT NO. nR-138l. ALTERNATE EN6INEERED LUMBER MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL EN6INEER. A CURRENT NER OR IGG-ES REPORT AND A LIST 5TATIN6 THE ITEM -FOR -ITEM SUBSTITUTION MUST BE SUBMITTED TO THE STRUCTURAL EN6INEER FOR ANY PROP05ED SUBSTITUTES. E JEWED FOR CODE COMPLIAKE APPROVED JAN 15 2016 City of TU1cw11a BUILDING DIVISION C; Fy .ir "i ur:`A ILA DEC 2.2 2015 PERMIT CENTER J H H m y H Cn Y w a Q w •• (Y N w i— or r 1 1 1 1 1 0 z IM "a IM s Y s s' a OUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE • SUITE 900 F.2061343-0460 SEATTLE, WA 98104 F.. 206/34M691 WE Cc yea N Cs DOW y ®C � Cs Ito NMI �- sm Job Number: S101203-02 Date: NOVEMBER 5, 2014 Principal in Charge: JEC Project Manager: ETL Drawn By. MRM Sheet Title: GENERAL STRUCTURAL NOTES Sheet Number: (0 2010 FUUfR-%M ARCHIT®CT8 LL 1 2 2.1 3 r PE I ------------------------------ ------------------------------------- ----- ------ I i I I 5LAB-ON-GRADE PER PLAN NOTE 1 4 2 REFERENCE EL.=O'-0'1 THE ONLY 5TRUGTURE FOR DATUM EL.=24.10' 3'-0" I MEZZANINE TI 15 THE FRAMING 5EE PARTIAL PLAN NOTED WITH * IN THI5 ZONE THI5 5HEET FOR I AND FRAMING PER 20/56.2 . MEZZANINE FRAMING I OTHER FOUNDATION 4 ASS I b+b+1\b EX STING 5HOIN ARE I I -0 6 O O - i 5W 3T1 1 /�+4tK4 MEZZANINE +GOLUMN5 LOCATE � ON GRID 2.1 _ - 1 _ 5TAIR FRAMING 1T 15/53.2 T1 I I PER PARTIAL PLAN 5'-0" I OF 20/56.2 WALL PER I I IS 3.2 O 15/53.2 51M. -- ----------------------------- 14/53%.2 _ ---- ------------- - - - - - - -- d' h"20/54.1 eo� 15/53.2 e C4 I THE ONLY 5TRUGTURE FOR MEZZANINE TI 15 THE FRAMING NOTED WITH * IN THI5 ZONE AND FRAMING PER 20/56.2 . OTHER FOUNDATION 4 FRAMING SHOWN ARE EXI5TIN6 FRAMING MAY BE OMITTED IF MEZZANINE 15 NOT BUILT A B C 24'-511 PLAN NOTESi SHALL BE 6" THICK WITH #4 ® 16"oc EA. AA"(, U.O.N. PROVIDE VAPOR BARRIER PER 5PECIFIGATION5 BELOA SLAB AT INTERIOR 5PAGE5 OVER FREE -DRAINING GRANULAR FILL PER 5PEGIFIGATION5. 5EE ARCHITECTURAL DRAWINGS FOR 5LAB DEPRE55ION AND SLOPE REQUIREMENTS. 2. PROVIDE CON5TRUGTION I$ CONTRACTION JOINTS IN 5LA55 ON GRADE TO DIVIDE 5LAB INTO RECTANGULAR AREAS 300 5QUARE FEET OR LE55. AREAS SHALL BE APPROXIMATELY 5QUARE AND HAVE NO ACUTE AN6LE5. POUR 5LAB IN A ALTERNATING LONG 5TRIP 5EQUENGE. JOINT LOCATIONS MUST BE APPROVED BY THE ARCHITECT. 5EE 10/53.1 FOR TYPICAL JOINT LAYOUT AND 5LAB POUR 5EQUENGE. 3. TOP5 OF ALL FOOTING5 5HOAN IN THI5 PLAN SHALL BE AT ELEVATION-I'-6", U.O.N. OVER EXCAVATE AND PLACE SUITABLE COMPACTED FILL A5 DIRECTED BY 6EOTECHNIGAL ENGINEER INHERE REQUIRED. CONTRACTOR SHALL COORDINATE WITH FINAL 51TE 6RADE5 AND MAINTAIN MINIMUM DEPTH OF FOOTIN65 51-101INN ON THE DRAWINGS. LEGS Da' TOP OF 5LAB ELEVATION TOP OF FOOTING ELEVATION Ox FOOTING MARK PER 20/55.5 [XI-X"] TOP OF STEEL BEAM ELEVATION T, MA50NRY HALL JOINT PER 3/54.1 L-x MA50NRY LINTEL PER a/54.1 11111- HIGH LOAD CONNECTION PER 10/55.2 0 r G I -1- r, I II b+ -O fib+ 10/53.3 NOTE 3 BLOGKOUT CMU WALL A5 REQD. TO INSTALL BRACED FRAME BASE fE. 6ROUT BACK 50LID ---------------- O FOR UNDER5LAB PIPING. COORDINATE FOUNDATION DEPTHS AND PIPING IN ACCORDANCE WITH 0/53.1 . 5. THE FLOOR 5Y5TEM GON515T5 OF 3/4" 6YPGRETE TOPPING OVER 3/" T$6 5HEATHIN67 (PANEL SPAN RATING 45/24). BLOCK 4 NAIL 5HEATHING PER PLAN NOTE 6. 6LUE 5HEATHING AT ALL 5UPPORT5 IN/ APHE51VE CONFORMING TO A.P.A. 5PECIFIGATION AF6-01. 6. AT AREAS INDICATED A5 BLOCKED DIAPHRAGM, PROVIDE 2x FLAT BLOCKING (PER GENERAL 5TRUGTURAL NOTE5) AT ALL UNFRAMED PANEL E06E5. NAIL 5HEATHING AT ALL PANEL EDGE5, DIAPHRAGM BOUNDARIES, BLOGKIN6,AND EXTERIOR SHEAR WALL5 BELOW A/ (2) ROWS OF IOd @ 511oc, EACH ROW 5TA66ERED. NAIL 5HEATHING IN PANEL FIELD TO ALL 5TRUT5, STRUT BLOCKING, AND INTERIOR 5HEAR AALL5 BELOA IN1(2) ROA5 OF IOd ® 4"oc, EACH ROW 5TA66ERED. 5PAGE ROA5 VZ" MINIMUM AND MAINTAIN A MINIMUM 3/e" J015T AND PANEL EDGE DISTANCE. NAIL 5HEATHING AT ALL INTERMEDIATE 5UPPORT5 W/ 10 @ 12"oc. SEISMIC FORCE RESISTING SYSTEM LEGS m 5EE GENERAL 5TRUGTURAL NOTE 14. MA50NRY SHEAR WALL THI5 LEVEL PER 16/54.1 5HEAR WALL THI5 LEVEL x PER 5( HEDULE OF 20/56.1 BRACED FRAME PER ELEVATION }3-x OF 5HEET 55.5 PANEL MARK PER ELEVATION fP-.x OF 5HEET 53h Wx GMU HALL PER I6/54.1 N5E TYPICAL REINFORCING PER 16/54.1 FOR UN50HEOULED WALLS) Ho HOLDOAN THI5 LEVEL PER 5GHEDULE OF 1/56.1 BLOCKED DIAPHRAGM PER PLAN NOTE 6 Is � = 1�r, r�r�r�r, %/.r/////////%///.I 7-1 ----------- i I Iq/53.2 2/53.2 1 1 OL 5EE PARTIAL PLAN TH15 5HEET FOR MEZZANINE FRAMING X�F_ III-oil _15/53.2 r OB B - -- -- -- -- -- _ � I 2.1 L- la 4.1 o Sits I yss� Ig11C U I' 15/55.2 17/54.1 31 -411 j WALL PER 15/53.2, SIM. OB BD 15/53.2 FRAMING MAY BE OMITTED IF MEZZANINE 15 NOT BUILT G H 5/56.3 I6/55.3 2 - - A16x26* H55 10x6x1, I 2/56.1 2.1 51M. 3 - lk H55 10x6XV 11-11 13'-I -'' [I3'-II%4'1] n on REVIEWED FOR CODE COMPLIA SCE APPROVED JAN 15 2015 City of TutcW 10, BUILDING DIVIS(O�i J [13'-II%4"] i la/55.� TYP. CANOPY FRAMING PER PARTIAL PLAN [L] TYP. OF 20/55.1 , TYP. MrZZAN I NE: FRAM I N(5 C+l tOr r f t,`.j,h'iLA FOUNDATIO 1 /8" =1'-011 DEC 2 2.2015 PERMIT CENTER AN J F- H m v� W Y a Q w • � 0 N w Q� r o 0 z 21 N .N COUGHLIN PORTERLUNDEEN AC NSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE - SUITE 900 P. 2061343-0460 SEATTLE. WA 98104 P. 2061343.5691 ea N CO _ 10 C Ca c VM Job Number: S101203-02 Date: NOVEMBER 5, 2014 Principal in Charge: JEC Project Manager: ETL Drawn By. MRM Sheet Title: BUILDING C FOUNDATION PLAN N ® 2010 M FULLER -SEARS i ARCHIT®CTO LL 1 m m V. 13/55.4 nB n nD � nF nG C� II 2 -411 24'-8" 16'-8" 34'_411 54I-0"F7 A 34'-0" 541_411 J 161-51' 10 241_511 ❑ REINF. DSGK OPENING5 ❑PER 5/55.1 T.O. 5TEEL 5KYLI6HT PER ARCH'L TYP. 5EE DETAIL 2/55.1 FOR I - - - - - - - ---- --- - - - - - - -- 5/55.3 STRUT �o�o STRUT do do do o do o o (z 4z � N o do do C CA CAC MEZZANINE MECHANICAL UNIT do do PLAGED PER PLAN NOTE & 5/55.3 15/55.4 5TRUT STRUT 18/55.4 W-I}4x22 YS112x26 32G5N8.2K I�/55.4 15 55. I , NOTE 8 o � - � 18/55.1 �r- T.0.5T co WI4x22 [26-65/8"] WI x22 [26-63/8"] 5/55.4 >20/55.1 > 5/55.4 15/55.4 > 20/ 5.2 [L] I/55.4 I151/55.3 51M. '4 5x5x546 CONNECT TO 12/5 .4 [H] [H] CIOXI5.3 .4 PER 3/55.1 CONNECT [261_gv211] TO COL. PER 14/55.2 W5 CONDITION PLAN OTES: B• 0 0 o N N O o � 11 T.O. 5TEEL EL.=21'-23/" .2K CONT. 4 PER 20/55.1 - WELD TO TOP OF BRACED FRAME COLUMN W/ %4" FILLET WELD 2. J015T MANUFACTURER 5HALL DE516N J015T5 FOR LOAD5 INDICATED A5 WELL A5 MECHANICAL EQUIPMENT. J015T5 5HALL BE ADDED FOR 5PEGIAL LOADS AND OPENING5 A5 REQUIRED. 3. LEDGER AN6LE5 OR EMBEDDED PLATE5 ARE REQUIRED AT ALL INTER5ECTION5 OF METAL DECKING AND GONCRETE OR MA50NRY WALL5. 5EE DETAILS. 4. 5EE METAL DEGKING NOTE5 FOR 5PEGIAL CONNECTION REQUIREMENT5 AT 5TRUT5. 5EE DETAIL 2/55.4 FOR FILLER 4 REQUIRED AT J015T DENOTED STRUT 5. 5TEEL J015T5 5HALL BE SPACED EQUALLY A5 5HOWN, U.O.N. 6. 51ZE5 OF MEMBER5 OF BRACED FRAME5 APPEAR ON BRACED FRAME ELEVATION5. 1. J015T MANUFACTURER 5HALL DE516N J015T5 FOR THE UNIFORM LINE LOADS INDICATED ON PLAN (TOTAL LOAD, LIVE LOAD) WHICH INCLUDE AN ALLOWANGE FOR THE WEIGHT OF J015T5. IN ADDITION, DE51GN FOR 5UPERIMP05ED CONCENTRATED LOADS INDICATED ON THE DRAWIN65 AND AND NET WIND UPLIFT FORGE OF I P5F. FOR J015T DENOTED 'STRUT' DE516N TOP CHORD TO RE515T FACTORED EARTHQUAKE5 LOAD 5HOWN. 8. MECHANICAL UNIT MAX. WEIGHT 2,000 Ibs. SUPPORT EA. 51DE OF UNIT WITH 4 5x5x3/6 GONNEGT 4 TO ROOF FRAMING 4 EA. OTHER PER 5/55.1. 5UPPORT DUCT OPENINGS IN THE ROOF PER 3/55.1 . q. THE GENERAL CONTRACTOR 5HALL REINFORCE ALL OPENING5 AT ROOF DECKS PER GENERAL 5TRUCTURAL NOTE 16. ALL OPENIN65 MAY NOT BE 5HOWN ON THE STRUCTURAL DRAWIN65. 5EE ARCHITEGTURAL, MECHANICAL AND ELECTRICAL PRAININ65 FOR ADDITIONAL OPENIN65 NOT 5HOWN. CONTRACTOR 5HALL COORDINATE OPENING DIMEN51ON5 AMONC75T ALL TRADE-5. F• REVIEWED FOR CODE COMPLIANCE J: APPROVED JAN 15 2016 City of Tukwila BUILDING [DIVISION C(T'Y Ot` 7:U,.i`. iLA DEC 2 2.2015 PERMIT CENTER 10/55.1 4/55.4 SUPPORT FRAMING -- ---- --- -- - -- - - - - - - - - - - - - FRAMING STRUT STRUT CANOPY VI do do PER PARTIAL PLAN OF 20/55.1, TYP. o do IS do do do -, o 5/55.5 o do do d3 m 4 STRUT 5/55.3 IS/55.4 5TRUT I q/55.4 un `n un OPP. 32G5N8.2K WI2x26 o WI4x22 - �21 1 , 11 1 , 11 [2I -0/4 J [27 -0/4 ] /55.4 20/55.4 - - I�/55.4 5/55.2 I I o NOTE 8 I I 0 0 0 o O L_- > "El �1,, �� o s� •.p' cy IS/55.1 -V 4 5XBX546 A- CA II - - -- -- - Cz [26'-63i8"] WI4x22 [2b'-63/8"] AII4x22 13/55.4 5/55.4 T.O. STEEL - 51M. EL.=26'-q%2" I6/55.4 I /55.4 20/55.2 [L] �# 5x5x546 CONNECT TO 12/55.4 [H] T.O. 5 EL GIOxl5.3 [2V_gV2,,] 4 PER 5/55.1 CONNECT TO COL. PER 14/55.2 WS CONDITION LEGEND-. SEISMIC FORCE RESISTING SYS❑E LEGS ®� [x'-x"] TOP OF STEEL BEAM ELEVATION 5EE GENERAL STRUCTURAL NOTE 14. (1=xIIAMOUNT OF CAMBER REQUIRED MA50NRY SHEAR WALL AT BEAM MID5PAN HIGH LOAD CONNECTION PER 10/55.2 BRACED FRAME PER ELEVATION Bf=.X OF 5HEET 55.5 TD. sTL. EL.=x1-x11 TOP OF 5TEEL EQUAL5 BOTTOM OF METAL DECK 5TRUT DRAG 5TRUT OR CHORD COMPONENT OF THE 5E15MIG FORGE RE515TIN6 5Y5TEM 4 5TRUT 4 5x5x54b - 5PLIGE PER 14/55.1 DIAPHRAGM DIAPHRAGM AT TH15 LEVEL CON515T5 OF THE ROOF DECK PER PLAN NOTE I. [x], [L] RELATIVE PLACEMENT OF FRAMING MEMBER OR DETAIL OUT. [H] HIGH, [L] LOW TL=xk TOTAL LOAD (KIPS) LL=xk LIVE LOAD (KIP5) rp, ROOF FRA 1 /8" =1'-0" _J N N m W Y a w r N w I- La or 0 z IDA PM Ell PM X OUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE - SUITE 900 P: 206/343-0460 SEATTLE, WA 98104 F: 206/343-5691 CAM eE�eca IIIIIIIIIIII N CO . 40 e � ca Co ..0 C. go Job Number: S101203-02 Date: NOVEMBER 5, 2014 Principal in Charge: JEC Project Manager: ETL Drawn By. MRM Sheet Title: BUILDING C ROOF FRAMING PLAN S2.2 N Z FULLER -SEARS ARCHITECTS LL RECE55 AT OVERHEAD TRUCK DOORS PER ARCH'L ORAWIN65 INHERE OCCURS 24 #4 x @ 24"oc - (205 GONT. EXTERIOR PAVING PER ARCH'L/CIVIL PANEL PER PLAN IN/ REINF. PER ELEVATION FOOTING PER 20/53.3� AT SIM. FOR GALL -OUTS 3708 IN COMMON SEE 1 DETAIL la/53.2 2 6 7 a`c d v lu 1 REINF. PER 1/55.2 PER PLAN #4 @ 12"oc HORIZ. #5 x L @ 12"oc- GTRD. 8" TYP. O #5 @ 12 "oc EA. WAY BOTTOM RECE55 AT OVERHEAD TRUCK DOORS PER ARCH'L ORAWINC5 24 #4 x -1 @ 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 5LAB-ON-61RADE PER PLAN el. per plan #4 @ 12"oc HORIZ. H BI is B2 tf STEM REINFORGINC VERT. HORIZ. FOOTING REINFORCING TOP LONCIT. UP TO 5' q" 8" 1'-6" 1211 #4 @ IS" #4 @ 12" #5 @ 12" (405 6' a" 8" 1'-611 1211 #4 @ IS" #4 @ 12" #5 @ 12" (405 11 I'-O" 811 2'-011 1211 #4 @ 10" #4 @ 12" #5 @ 1211 (405 8' 1'-3" 8" 2'-roll 1211 #5 @ 12" #4 @ 12" #5 @ 12" (405 FOOTING PER a/53.2 NOTE : MAXIMUM HORIZ. OE516N PRE55URE = 40 PGF MINIMUM ALLOWABLE BEARING = 2500 P5F COEFFICIENT OF FRICTION = 0.4 (INCLUDIN(7 FACTOR OF SAFETY) PA551VE RE515TANCE = 250 PGF 3031 3 PER ARCH'L =III=111`' -x+ MRIMIIIII &t z ,s , . • BASE R PER 15/53.3 , #4 CONT. TYPE II (TRUNCATED PER 15/53.3 WHERE FINISHED GRADE READ. el. per plan imal. per plan �p°`bo 0 U01-9o5 REINF. PER SCHEDULE OF 20/53.5 3014 IN COMMON SEE DETAIL 15/53.2 13 I 81 8" STUDS PER 10/51.1 I I (2)#4 CONT. TOP #4 @ 16"oc VERT. . ALT. HOOKS I CONTINUE FOOTING 8 REINF. PER ADJACENT 1 10 DETAILS PLACE CONTROL - JOINT5 @ 40'-0"oc MAX. AT WALL NV SMOOTH OOAEL5 TO MATCH HORIZ. :r_- REINF. ((-;REA5E ONE END) BI I. is STUD WALL PER PLAN -� ANCHOR BOLTS PER GENERAL STRUCTURAL NOTES (PER 20/56.1 AT SHEAR AALL5) EMBED 3" MIN. BELOW BOT. OF SLAB 2x P.T. PLATE Ox P.T. PLATE AS READ. PER 20/56.1 ) 3026 9 o BOTTOM TRACK PER 15/51.1 (AN( GRID 4 COL. q BOLT CONN. PER 20/56.1 AT SHEAR AALL5) %2" EXP. JOINT OR MEMBRANE STEEL COLUMN BOND -BREAKER PER PLAN SLAB -ON -GRADE PER PLAN el. per plan CONTINUE REINF. INTO = SPREAD FTC. PER 15/55.2 (2)#4 GONT. T P o a°oo #4 @ 12"oc HOfIZ. el. per plan _ I #4 @ 16"oc VERT. r i w w ALT. HOOKS -- ----- - LU to D_ 0 L - FOOTING 51ZE (2)#4 GONT. Ea. PER SCHEDULE 3700 - CONTINUE 2'-0" OINTO SPREAD F 20/53.3 4� 14 FT6. WHERE OCCURS REV EWE® FOR n1,9TH DEPTH BOT. REINF. TOP REM. LONG. TRAN5V. LONG. TRAN5V. 3'-0" 2111 (6)#5 #4 @ 121loc (6)#5 #4 @ 12110c 5'-0" 50" (6)#5 #5 @ 1011oc (6)#5 #5 @ 1011oc return weld o top 5 onnly s 6 sides of plate EMBED 4 PER 13/53.4 - - LOCATE PER ELEVATIONS NIU TOP REINF. PER SCHEDULE 3706 FOR GALL -OUTS _ IN COMMON SEE m 17 18 DETAIL 20/53.2 CODE COMPL1 NCE APPROVED PANEL PER PLAN - JAN 15 206 REINF. PER ELEVATIONS EMBED .4 PER 12/53.4 City ofiukw l - LOCATE PER BUILDING DIVISION ELEVATIONS -- 3/8"xt;1/1 X01-111 %" effective I" NON -SHRINK GROUT - II II throat PJ.P W 146" (1) I 46 reinforcin fillet 9 5LAB-ON-GRADE 11 EMBED 3/ If "x l'-311 PER PLAN II yy/ (2) ROY45 OF (3)#6 x 12 L D2L's @ 6"oc 12% el. per plan ° It it .2 - REINF. PER 15/53LU II II 11�41111 EMBED fE V211x611x1'-011 _ _ W/ (405 x L 02L's @ 411l6110c to d' a (304 GONT. WIDTH 3702 W/ #4 " PER PLAN BOT. REINF B2 19 PER SGHED. �J el. per arch'I PROVIDE FREE -DRAINING MATERIAL AS SPECIFIED PER CIVIL DRAWINGS 4 SPECIFICATIONS PER GENERAL STRUCTURAL NOTES COW. I�"x3%2" KEYED JOINT J. I P05T PER PLAN 62 3011 5 ABU44 W/ %2110 EXP. BOLT (EMBED 411) AT 51M. SHEATHING PER 20/56.1 AT SHEAR AALL5 (2)#4 GONT. TOP 4 BOT I'-611 3029 10 6" STUDS PER 10/51.1 8" STUDS PER 10/51.1 AT SIM. 411 5HEATHINC PER 20/56.1 AT SHEAR AALL5 i II SLAB -ON -GRADE WHERE OCCURS I II I, el. = O'-6" at ext. wall el. = 0'-0" at int. wal Is l ---------t, ---------I I I r III z el. per plan - - - J FTC. PER I q/53.3 OR Ea. 10/55.3 WHERE OCCURS 411 3025 11_6 1' U.O.N. 1 5 GRID INHEREC9GF,�1 3-sides DEC 2 2. 346 PERMIT CEi PACK CONN. W/ n NON-METALLIC GROUT II PRIOR TO BAGKFILL - II 11 PROVIDE 3" MIN. COVER II II f. V411x4NO1-511 WM= N _H W n a < IiJ • T N LLJ i,__ Q r r I 1 1 a 1 0 z ca vaCD N � y cc LU 11-- Z Pm go mr IIIIIIIIIIIII M ER Job Number. S101203-02 Date: NOVEMBER 5, 2014 Principal in Charge: JEC Project Manager. ETL Drawn By. MRM Sheet Title: CONCRETE DETAILS NO EXPAN„ I n.l t7 n l r IN5TALLAI THI5 AREA HEAD JOIr MORTAR . CMU WALL I I8" 18" NOTE: NOTIFY ENGINEER FOR DIRECTION PRIOR TO INSTALLATION IF EXPAN51ON BOLT LOGATION5 FALL WITHIN RE5TRIGTED ZONES. Expansion Bolt Restrictions At CMU NA RECE55 AT OVERHEAD . -- - ---- . STOP HORIZ. WALL REINF. AT — JOINT (EXCEPT AT TOP OF WALLS AND ELEVATED FLOOR OR ROOF LEVEL5 WHERE REINF. PER GENERAL STRUCTURAL NOTES CONTINUES) RAKE BACK MORTAR 3/ PLAN VVY 4006 i 2 NOTE: 5EE PLAN FOR JOINT LOCATIONS. EXTERIOR PAVING PER ARCH'L/CIVIL el. per plan .1 NOTE: REINFORCING RUNS 24" PAST ROUGH OPENING, EACH 51DE TYP., U.O.N. 5EE 4/54.1 tu 5PLIGE PER 5/54.1 , TYP. (1) BAR TO MATCH 51ZE - OF TYP. VERT. REINF. AT INTER5ECTION CELL HORIZ. REINF. CONT. WHERE LINTEL ABUT5 PERPENDICULAR SOLID MORTAR KEY HALL, U5E OPEN ENDED UNITS 4 INSTALL CORNER BARS PER I5/54.1 BAR TO MATCH TYP. VERT. LINTEL 'L-I' PER U51NG HALF-LENGTH BLOCK q/54.1 U.O.N. 30 #4x � I^U , 1500 5TO. HOOK MASONRY WALL AT EA. HORIZ. PER PLAN 21_pll BAR EXTERIOR FACE (I) BAR TO MATCH MIN.* TYP. VERT. REINF. IN CREATE VERTICAL JOINT BY CELL ADJACENT TO SPAN OF U51N6 HALF-LENGTH BLOCK OPENING - EXTEND TO OPENING UNITS FLOOR OR ROOF ABOVE - GROUT 50LID 2_p (2) BAR5 TO MATCH MIN.* TYP. HORIZ. REINF. WHERE MA50NRY BELOW OPENING WHERE 2'-0" NOT ELEVA7-10N AVAILABLE, EXTEND A5 FAR A5 P0551BLE AND 9 4001 PROVIDE 5TD. HOOK OR 3 MATCHING CORNER BAR5 VERT. REINF. PER PLAN, ELEVATIONS, GENERAL L/NTEL BOTTOM RE/NF SHFR RE/NF. D STRUGT. NOTES OR DETAILS L-I #5 811 TOP HOOK OF SHEAR REINF. MAY BE OMITTED SHEAR REINF. NOT REQ'D. HOOK VERT. REINF AROUND BOTTOM REINF. IF BAR 15 EXTENDED 2411 MIN. ABOVE LINTEL ((5ROUT 50LID) (104 CONT. TOP WHERE "D" OVER 8" SHEAR REINF. PER SCHEDULE BOTTOM REINF. PER SCHEDULE STOP HORIZONTAL REINF. SHORT OF CORNER GELL5 CORNER BAR5 SHALL MATCH HORIZ. REINF. OF WALL W/ LE55ER REINFORCEMENT 50HEDULE NOTES: I. 5EE 4/54.1 FOR TYPICAL REINFORCING AT OPENINGS. 2. WHERE 5HEAR REINFORCING REQUIRED, PLACE FIR5T BAR HALF THE GIVEN SPACING OR %4 OF 'D' FROM FACE OF SUPPORT, WHICHEVER 15 LE55 5PLIGE PER 5/54.1 (1) BAR TO MATCH 51ZE OF TYP. VERT. REINF. IN FULLY GROUTED CELL STOP HORIZONTAL REINF. SHORT OF CORNER GELL5 CORNER BAR5 SHALL MATCH HORIZ. REINF. OF WALL WITH LE55ER REINFORCEMENT 4003 4 4004 9 FOR GALL -OUTS 3709 4002 IN COMMON 5EE DETAIL 20/54.1 12 15 Y71I• f'7 1.1I P'1TI I PLAN VIFA 0 A I 16 i PROVIDE 5TO. 1500 (605 VERT. HOOKS ON HORIZ. REINF. ADOL. VERT. BAR 4" I0 TIES AND CRO55-TIE5 TO MATCH MASON ® Woo (WHEN PIER AIDTH WALL VERT5. - EXCEED5 561, U5E TYR INSTALL MATCHING HORIZ. REINFORCING) DOAEL TO FTC. BELOA Yv STD. HOOK AT BOTTOM 4703 17 VERT. REINF. PER 16/54.1 OR GENERAL 5TRUCTURAL NOTES WALL REINF. PER 16/54.1 OR GENERAL 5TRUGTURAL NOTES PLAN PLAN W/ VERT. REINF EACH FACE 4702 18 NOTE: SLAB ELEVATIONS VARY AT 50ME LOGATION5 %" EXP. JOINT OR MEMBRANE BOND - BREAKER AT WALL5 5LAB-ON-6RADE PER PLAN FOOTING PER 20/54.1 W MA50NRY WALL PER PLAN A/ REINF. PER PLAN 4 16/54.1 1?OAEL5 TO MATCH MA50NRY HALL VERT5. (ALT. HOOKS) 3028 19 5PL/C/N& $ DEVELOPMENT OF RF/NFORG/NG IN GROUTED MA50NRY CON57RUG7-10N BAR 51ZE LEN&TH 2511 40" 54" 63" 12" NOTE: 5EE GENERAL STRUCTURAL NOTES FOR REQUIREMENTS OF GROUT POURS EXCEEDING 5'-0" IN HEIGHT. 4000 5 TYPE THICKNE35 HORIZ. REINF. VERT. REIM= 811, TYP U.O.N. 8" (2)#5 @ 48"oc #5 ® 32"06 10 , TYP. U.O.N. 10" (205 ® 48"06 #5 @ 16"oc E.F. WI 8" (2)#5 ® 24"oc #5 @ 16"0c A2 8" (205 ® 4810c #5 ® 24"oc E.F. NOTE: EXTEND REINFORCING TO FULL HEIGHT OF WALL, U.O.N. 5EE GENERAL STRUCTURAL NOTE5 FOR ADDITIONAL HORIZ. BOND BEAM5 REQUIRED AT FLOOR $ ROOF LEVEL5. ALL WALL5 50LIDLY GROUTED PER GENERAL STRUCTURAL NOTE 31. nl-n CI,ry OF'!'' ) ;`h'!LA 4701 DEC 2 2 2015 16 PERMIT CENTER IN/DTH DEPTH BOT. REM TOP RE/NF LONG. TRANSV. LONG. TRANSV. 3'-0" 1611 (5)#5 #4 ® 121106 -- -- 5'-0" 3011 (6)#5 #5 @ 14"oc (605 #5 ® 14"oc VY EXPAN51ON JT. OR MEMBRANE BOND - BREAKER AT WALL5 5LAB ON GRADE PER PLAN DOAEL5 TO MATCH MASONRY WALL VERT5. (ALT. HOOKS) TOP REINF.` PER 5GHEDULE BOT. REINF.---� PER 50HEDULE Y el 8" OR 10" MASONRY WALL PER PLAN NV REINF. PER PLAN 4 I6/54.1 per plan z - rz a � J H I— ca FE C Y W � a Q w N w Q r 0 z d 21 :4a n 19 N A COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE - SUITE 900 P: 206/343-0460 SEATTLE. WA 98104 F: 206/343-5691 coo e.maCD Nov 1® N2C 29 cc y Gali w GO co Job Number. S101203-02 Date: NOVEMBER 5, 2014 Principal in Charge: JEC Project Manager: ETL Drawn By. MRM Sheet Title: TYPICAL MASONRY DETAILS Sheet Number. P N ® solo m FULIER-SEARS ARCHIT®CT8 LL Pr 1- O A A DECK SPAN DIRECTION DECK SPAN DIRECTION I. MAXIMUM DECK SPAN = 6-6" c. to c. (TWO OR MORE CONTINUOUS SPANS). .4 bx4x3/�6 (LLV) 4 5x3x% PUDDLE WELD LOCATIONS USE HEAVIER 18 GAGE WHERE DECK REQ'D FOR SINGLE SPAN CONDITIONS E 4x3x 1 (LLV) OVER 6-6" c. to c. V214 4 5x3x/ EACH SIDE 2. PROVIDE (2) ROA5 OF (1) EFFECTIVE PUDDLE AELD5 PER SHEET TO } } ALL IN STEEL STRUT 4 BRACED FRAME BEAMS AND INTERIOR GMU WALLS FLAN 1/lE{N o 5x3x% o PLAN W&V I "MIN [PER PERPENDICULAR TO DECK FLUTES. PROVIDE (1) %2" I0 EFFECTIVE PUDDLE WELDS , SHEET TO ALL OTHER SUPPORTS PERPENDICULAR TO DECK FLUTES. -' X X M 10 O old 3x3x,4 � x EACH SIDE 3. PROVIDE %2" O EFFECTIVE PUDDLE WEL05 AT q"oc TO ALL STRUTS AND 4 5x3x% BRACED FRAME BEAMS PARALLEL TO DECK FLUTES AND WHERE DECK TYPE = A5G DGB 36 OR VERGO PLB 36, 660 &A1_V kN/ZED ORIENTATION CHANGES. PROVIDE %2"O EFFECTIVE PUDDLE AEL05 @ 16"oc 3�6 typ' 346 AV FOLLON/NG MIN. PROPERT/E5. TO OTHER SUPPORTS PARALLEL TO DECK FLUTES. .4 bx4x3/�6 (LLV) r ---- _- -- ---------------- r PANEL WIDTH = 36" 4. CONNECT ALL DECK SEAMS @ 24"oc A/ PUNGHLOK SYSTEM FROM VERCO J015T MFR. SHALL RESIGNy JOIST FOR 0.1k TL POINT LOAD 3�(e � 5EGT/ON DECK OR THE DELTAGRIP SYSTEM FROM ASG, U.O.N. PER PLAN. = ALLOWABLE SHEAR CAPACITY REQUIRED 5q2 plf —ir JL JL (1562 plf @ 18GA DECK PER PLAN) 5. DECK MUST STRICTLY MEET CRITERIA LISTED, INCLUDING IGG-E5NOTES: RESEARCH REPORT ALLOWABLE SHEAR LOADS. SUBMIT DECK ECT/ON 22GA. ISGA. INFORMATION TO ENGINEER PRIOR TO BEGINNING SHOP DRAWINGS. typ• 1. WELD DECK TO ANGLES A/ �" O PUDDLE AEL05 @ 6"oc ALL AROUND OPNG. I = 0.115 in.4 1 0.302 in.4 JL 3 NOTES: 2. NO REINF. REQUIRED FOR SINGLE OPENIN65 4" 0 or 41 or LESS. _ 5 = +0.180/-O.I q5 in.3 5 - +0.321/-0.335 In.3 6. REINFORCE DECK OPENINGS PER 3/55.1 , U.O.N. DECK OPENIN65 5113 5001 Fy = 38 ksi Fy = 38 ksi MAY NOT BE 5HOWN ON PLAN - SEE ARCH'L 4 MEORL FOR ADDITIONAL 5000 1 I. WELD DECK TO ANGLES IN/ %2110 PUDDLE WELD5 @ 6"oc ALL AROUND OPNG. 3. LARGER OPENIN65 MUST BE COORDINATED ►^V ARCHITECT 4 ENGINEER. INFO. Skylight 5U Support Framing pp g el. per arch'I attach per deck notes DECK PER PLAN GONT..4 4x4x%4 VDU PANEL PER %2"O EXP. BOLTS ELEVATION @ 24"oc (EMBED 349 MIN. OF (3) BOLTS PER PIECE NOTES: I. VV A301 ANCHOR BOLTS MAY BE SUBSTITUTED ON AN EQUAL BA515 WITH EXP. BOLTS. 2. LEDGER SHALL OCCUR AT ALL INTERSECTIONS OF ROOF DECK AND CONCRETE AALL5, UNLE55 OTHERAI5E NOTED. 5100 6 VV (� 9 3. PROVIDE SPLICE CONNECTION PER 15/55.1 AT ALL ANGLE JOINTS 1 0 I I I I I II I I V4 I I ------------ -- II ------------ 5EGTION fE 3�"x3„x1I-oi, LEDGER I I PER DETAILS .I IIr per deck PANEL JOINT 3�6 welding notes — PLAN Y/E!N SECTION ROOF DECK EXTEND TOP LEG 2" MIN. PER PLAN OVER SUPPORTING MEMBER TYP. I I" MAX. ANGLE STRUT PER j i SPLICE IE % "x5" ANCHOR BOLTS PLAN---------� 4 strut PER DETAILS I'-b" MAX. 1'-6' MAX. PROVIDE SPLICE in.'s IN 3�6 2 to joist I'-0" MIN. I'-0" MIN. 51MILAR MANNER TO CONNECT J015T PER PLAN REViEVUED FOR WF STRUTS TO ANGLE STRUTS 5105 �D� COMPLIANCE 501 1 12 11 14 r. APPROVED N.T.S. 15 11 JAN 15 2016 per deck notes PLACE ADDITIONAL SET OF HOLES 4" OFFSET City OfTulcwila:::^= [BUILDING DIVISION ^FV FROM OTHER HOLES TO ALLOA PLACEMENT OF BOLTS IN WHICHEVER SET COMPLIES Yq/ DEC 2 2 20 RESTRICTIONS 5HOAN ON 2/54.1 HELD PER DECK NOTES DECK PER PLAN - ERMIT C EN i ORIENTATION VARIES TYP. BOLT SPACING (DECK DIRECTION VARIES) <r z • el, varies -------------------- 4„ -------------- .. .. SFGT/ON TYP. EMBED t 3/s"xb" CONT. NOTES: I. 3/ A301 ANCHOR BOLTS MAY BE SUBSTITUTED LEDGER .4 4x4x/ GONT. VV d- z IV V Q� x 6" STUDS ON AN EQUAL BA515 WITH EXPANSION BOLTS. 3/4" 0 EXP. BOLTS @ 24"oc SECTION z u @ 24 oc, TYP. 2. LEDGERS TO OCCUR @ ALL INTERSECTIONS TYP. VV/ 43/4" EMBED. (MIN. 3 BOLTS PER PIECE) -SEE 5/55.4 `fl � ua OF DECK 4 MASONRY AALL5, U.O.N. FOR ANCHOR BOLTS READ. MIN. 8 BOND BEAM PER GENERAL STRUCTURAL 3. WHERE 015TANCE FROM EXP. BOLT TO T.O. WALL AT JOISTS NOTES, U.O.N. WOULD OTHERWI5E BE LE55 THAN 41Y, USE REINF. PER GENERAL MA50NRY WALL LEDGER W/ LONGER VERT. LEG. 5TRUCTURAL NOTES NOTE: OUT BLOCKS AT TOP OF PER PLAN 4. EXP. BOLTS SHALL HAVE MIN. b" OF EDGE DISTANCE IN 171, YVALL5 TO MATCH ROOF SLOPE. 4007 - �- 1 1/2 -I o 181 50LID GROUTING ON ALL SIDES. GROUT SHALL ACHIEVE MIN. 2000 P51 STRENGTH PRIOR TD BOLT INSTALLATION.O 1 005 - 1611 i E H 1- - m W Y IL w r N w� Q r 0 z vV 0 Bill w n .N s a COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 80 I SECOND AVENUE -SUITE 900 P. 2061343-0460 SEATTLE, WA 98I04 P. 2061343-5691 Ca N W N ®C cc WOMEN Ca REM®� 1111111101 A Job Number. S101203-02 Date: NOVEMBER 5, 2014 Principal in Charge: JEC Project Manager. ETL Drawn By. MRM Sheet Title: TYPICAL METAL DECK DETAILS (CD 2010 i ARCHITECTS LL rz- a A I I 346 H55 FRAMING FAGS OF GONRETE EMBED 3411xl2"xl'-O" PER 20/55.1 I I OR GMU WALL A/ (4)3/ 14 x 6" STUDS @WocEA. MY 11 O �I I i grind smooth _-- PLAN FOR GALL -OUTS 5708 5706 1 2 IN COMMON SEE DETAIL 1/55.1 4 5 Typical HISS to H55 Gonnection IE 3/61, - DIM. GAP fE %4" J015T PER PLAN PER ARCH'L H55 5x5x% A/ WEB FILLER AT V HANGERS (11-oll MIN. � 1„ el. per arch'I LONG) weld to hss GM5TG16 STRAP x 4'-0" grind smooth © I I !a v AT HANGERS IN/ NAILS 3" MIN. III AT 3110c 1/8'V TIE -ROD — — — — — — #2%2 GLEV15 L5L 3%211 BLKG. x (5) A/ 1"0 PIN V J015T5 BAY5 (41 I LONG MINIMUM) q H55 H55 PER 20/55.1 , I �. HU HANGERS I TYP. 346 3/51, - DIM. ° �%y el. per plan PER ARGHL _ _ _ BEAM PER PLAN �4 - — — — — — — , o DECK PER 20/55.1 — — — — — SLOPE PER ARGH'L H55 PER 20/55.7 , TYP. WHERE H55 DOES NOT H55 PER PLAN OCCUR EXTEND DOAN 346 2-12 1211 1211 „ ,� R 3/6 xb W/ NOTE' 5707 5705 0 A5 5HOAN 2 CONT. BENT fE ,411 x 3 typ, i4 (2)3/ "� BOLTS97 3 11 NOT ALL FRAMING SHOWN FOR CLARITY Typical H55 Gorner Gonnection 0 @ oc NOTE: ALL EXTERIOR CANOPY STEEL SHALL BE GALVANIZED. WHERE FIELD WELDING OCCURS OMIT GALVANIZING AND APPLY PAINT ON GALVANIZING AFTER FIELD WELDED CONKS. ARE MADE. PER ARCH'L H55 IOx3x346 14 nc LU [II' -loll] TYP. AT - 1----...-...----/ ' - SHEAR TABS CORNERS iPER a/55.1 , '�---' `-- REVIEINEL� FOR _ TYPEn CODE COMPLIANCE APPROVED t7z W JAN 15 2016— P � TYP. " H55 bx2x346 � ! City Of Tukmil DIVISION BUILDING DIVISION 11 12 13 14 I 0 � � ! 20 GAGE ROOF _ _ _, DECK PER 5/55.1 � cx c i x < j STEEL COLUMN PER PLAN H55 bx2x346 TIE -ROD PER a/55.7 , Ti'1.`FI; v OF "! : � r ; `. �' i ! A 2--l' LL7 - 4 DEC 2 2 20 I 546 a ^ a/55.1 AT STEEL PEPM(T CEN i ER GAP 'r� %4" I I CONDITIONS --I Ec 4/55.1 AT CONCRETE el. per plan t OR GMU CONDITIONS Fill I Iu'- Ilx axo-811 y 2 it fE V 'T I L I I (ONE 51DE) GAP fE %411 AT H55 ENDS, TYP. __ - -- - WHERE OC EA. 5IDEAV4 s346 t . 4 to hss 46 yP H55 IOx3x [ll 10 ] 4 4x4x3/e x 0'-5" FACE OF BUILDING TOP 4 BOT. H55 BEAM OR GONG. WALL PER P '46 5709 5704 16 17 18 19 ; aI a I 20 g , J H y H c � W a Q wL [if r N � Li r In 0 z s M6 y a .M a OUGHLIN PORTERLUNDEEN A CONSULTING STRUCfURALAND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE - SUITE 900 P. 206/343-0460 SEATTLE, WA 98104 F: 206/343-5691 y N W Ca Job Number: S101203-02 Date: NOVEMBER 5, 2014 Principal in Charge: JEC Project Manager. ETL Drawn By. MRM Sheet Title: CANOPY PLAN & DETALS Sheet Number: Z FUIUR•SM z ARCHITECTS LL e A SHEATHING AND TOPPING 3x PLATE RIPPED TO PER PLAN MATCH FLANGE WIDTH NAIL SHEATHING 2x BLOGKING @ 48"oc TO BLOCKING A (STAGGER EA. 51DE 10d ® 4"oc OF WF BEAM) JOISTS PER PLAN STEEL BEAM PER PLAN W/ %110 GPL STUDS @ 32"oc (COUNTERSINK NUTS) WEB 5TIFFNER DOUBLE J015T - PER PLAN IE 4nxb"xOI_a" EA. SIDE W/ (2)3/4"0 BOLTS @ 3"oc MA50NRY WALL - PER PLAN KERF fE V41IxV/ 11xOI_1" — W/ (2)3/4"0 BOLTS MAX. KERF WIDTH BEAM PER PLAN BEARING fE %2"xb" x BEAM WIDTH (DAP BEAM AT BEARING IE) NOTE: INCOMING BEAMS NOT SHOWN FOR CLARITY L5L 3%2 "x I6" BLKG. STRAP PER PLAN J015T BLKG. PER PLAN fE 4 GONN. — PER 6/56.1 14" MIN. n 6720 1 EMBED fE 3/8"x6"xO'-8" Wl (2)%2" O x 24" D2L's @ 4"oc (EMBEDS PER 12/55.3 AT 5 COLUMN GONT. WHERE OCCURS I 3/I6 GAP fE 4'1 6716 6 6718 11 I.41Ix4"xO'-4" - TOP 4 BOT. EMBED fE 3/8 "xb "xO'-6" W/ (2)/2" 0 x 24" 02L's 4"oc, TYP. STIFF fE 4nx2V1 FOR GALL -OUTS 6719 N COMMON SEE DETAIL 4/56.3 16 PA123 ® 4'-0"oc (BLKG. SHALL ALIGN WITH EMBEDDED ANCHORS AND ANCHORS SHALL ENGAGE HORIZ. REINF) SHEATHING AND TOPPING PER PLAN G516x4'-O" (ADJAGENT — TO PAI25) JOISTS PER ' PLAN 2xb FLAT BLKG 0) J015T BAYS - 4'-0" MIN) 3x 12 P.T. LEDGER YV/ (2)_J ROW5 OF 3/ " 0 ANCHOR BOLTS ® I6"oc, EA. ROW, 5TA66ERED (EMBED 5" AND ENGAGE HORIZ. REINF) r�wA 1 lil0 • MASONRY WALL PER PLAN O MARK HOLDOAN MIN. NUMBER LOAD DETAIL REF. 5TUD5, U.O.N. HDA 51 2(186A) 6.Ik 12/56.1 H 5/DU6 DU6 HDB SEE SEE SEE 17/56.1 DETAIL DETAIL DETAIL HOLOOWN 5GHEDULE NOTES: OO NAIL PLYWOOD SHEATHING TO 5TUD5 RECEIVING HOLDOWN Al SCHEDULED PANEL EDGE NAILING. STAGGER NAILS 50 THAT EACH 5TUD 15 NAILED. 6715 2 6702 Holddown Schedule 7 ADD'L STUD A5 (2) STUDS MIN. PLACED REQD. AT WALL ENDS BACK TO BACK AND WELDED TOGETHER I a --,-�t-------� - Vill PER 13/51.1 I I I I I I I I I I I I I III I I III I i II I I it 51MP50N I I I I I I I I I I I I it I III I I III l j HOLDOWN I I I I n 5/HDUG 1 I III CONT. REINF. i 1 I Ili PER DETAIL 11 ------------- (2)#5xb'-O" CENTERED ON o FRAMING GONT. HOLDOWN ANCHOR AT II ;; — WHERE OGGUR5 MID -WALL CONDITION - (2)#5 x 18 AT END OR I R %4"xl%2"x0'-1V21I CORNER CONDITION 1 WA5HER Al NUT EA. SIDE 6701 ANCHOR BOLT 51ZE PER 12 51 MP50N CATALOG 166A. TRACK W/ IVY MIN. LEGS - C TO COLUMN W/ 0, DRIVE PIN5 @ 4"4 5TAGGERED FACE OF GONGR WALL 166A. TRACK YV/ %2" MIN. LE65 - CONNECT TO GOP W/ 0.14514 DRIVE PINS ® 4"oc STAGGERED AT 57EEL COLUMN STEEL COLUMN PER PLAN 6703 17 (8) Ibd ® 41106 STAGGERED AT EA. 51DE OF SPLICE " --- TOP CHORD 5PLIGE BOTTOM CHORD SPLICE JV 6'-0" MIN. BETWEEN 5PLIGE5 5PLIGE TO OCCUR AT q OF PERT. STUD, TYP. SHEATHING 4 NAILING PER SHEAR WALL 50HEDULE ABOVE 4 BELOW OPENING PROVIDE 2x BLKG BEHIND ALL 5TRAP5 WHERE MEMBERS DO NOT OTHERWISE OCCUR — DOUBLE STUD (FULL HEIGHT) EA. SIDE OF OPENING. NAIL SHEATHING PER 'PANEL NAILING' GOLUMN OF SHEAR WALL 50HEDULE C516 STRAPS ABOVE 4 BELOW OPENING OVER SHEATHING FULLY NAIL STRAP EXTENSIONS NOTE: THI5 DETAIL APPLIES WHERE SPECIFICALLY GALLED OUT ON PLAN. Ibd ® 12"oc 5TAGGERED EL5EWHERE 6000 3 SHEAR WALL PER PLAN III ill III III III ill NAIL HALF OF STRAP HOLES 65002 Shear Wall Opening 8 P 9 I I I I' • I I I JO 1J— PANEL EDGE I — FASTENING PER Lill, 5W 5GHEDULE -------------- --------' I I-- ---- I• • I � r •I I I INSTALL BLOCKING AT PANEL JOINTS - GAGE SHALL MATCH GAGE OF STUD WALL SHEATHING PER 5W I I 56HEDULE LAID UP i I HORIZONTAL OR VERTICAL (BOTH SIDES WHERE NOTED) 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 I• •I I I I I II II II II L, 1L, 7 PANEL EDGE FASTENING PER ANCHOR BOLT 5W 50HEDULE SPACING PER SCHEDULE SHEAR WALL PER PL, fE 346 "x2 "xO'-2" YV/ 57 HOLE - WELD TO TRA ON AT LEAST (2) 51DI 166A x 2" FILLET WEI STEM WALL 4 REINF. PER DETAILS ANCHOR BOLT 51ZE 4 SPACING PER 20/56.1 PER 15/51. #10 5GREW5 EA. STUD EA. 51DE EMBED T 6733 10 5HEAR MALL 5GHEDULE SCREW CONNECTION OF DRIVE PIN CONNECTION CONNECTION OF CAPACITY MARK SHEATHING SPACING AT RIM JOISTS, OR 5TRUT OF TRACK TO TRACK TO TRACK ANCHOR BOLTING (A50) PANEL EDGES TO TOP PLATE STRUCTURAL STEEL OR WOOD PLATE TO GONGRETE 18GA. OO OO O 5W-I %" PLYWOOD 611oc A55 ® 14"oc 0.145 0 ® 8"oc #12 ® 6"oc 3/4" o ® 60"oc 530 5W-2 !" PLYWOOD 4110c A35 @ 10"oc 0.145 0 ® 5"oc #12 ® 4"oc 3/4110 @ 48"oc 415 5W-3 �VY PLYWOOD 3"oc A35 @ Woo 0.145 0 @ 4"oc #12 @ 3"oc 3/"0 ® 36"oc 620 5W-4 "PLYWOOD 2"oc A35 ® 12 oc 4 LTP4 ® 12 oc (2) ROW5 OF 0.145 0 ®6 I STAGGERED #12 ® 211oc 3/4'V ® 28"oc 825 SHEAR WALL 5GHEDULE NOTES: OO SHEATHING 5CREW5 SHALL BE THE FOLLOWING: FOR FRAMING MEMBERS Ib GAGE $ THINNER, USE #Sxl" FLAT HEAD 5GREW5 02 REFER TO 20/51.1 FOR FRAMING SCREW REQUIREMENTS. ® ANCHOR BOLTS SHALL HAVE 2"x2"x346" YVA5HER5 WELDED TO BOTTOM TRACK (5EE 10/56.1 ). ® SHEAR WALL CAPACITIES ARE BASED ON 2004 A151 STANDARD FOR GOLD -FORMED STEEL FRAMING - LATERAL DESIGN. ® AT SHEAR WALL5 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 SHEATHING PANEL EDGES. 50REW SHEATHING TO INTERMEDIATE FRAMING A/. PANEL 50REW5 ® 12"oc. KEVIEWED FOR OO®E COMPLIANCE APPROVED JAN 15 2016 CRY of Tukwila BUILDING QIVISION DEC 2 2.2015 PERMIT CENTER 6500 H N m H M cn W - a � w CC, E— 1 T_ N w LO Q r 0 z I N q V COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 80 I SECOND AVENUE SUITE 900 P. 206/343-0460 SEATTLE, WA 98104 1:206/343-5691 MIX ch era 1 N Cz JIM O CA e � I®C O cc p- Job Number: S101203-02 Date: NOVEMBER 5, 2014 Principal in Charge: JEC Project Manager: ETL Drawn By. MRM Sheet Title: SHEAR WALL SCHEDULE & DETAILS Sheet Number. %jfdm 2010 20 Z FUUIR•SEW ARCHITBCT6 LL I°. AIT CONCRETE MALL a FOR GALL -OUTS IN COMMON 5EE DETAIL 13/56.2 P.T. 2x PLATE W/ 5/4'4 ANCHOR BOLT5 @ 16 "oc - COUNTER51NK BOLTS NAIL 5HEATHIN6 TO ; H25 @ 46"oc IOd 4" oc, TYP. 5HEATHING AND 34 +� BLKG. I^U IOd 4"oc ; (ALIGN W/ Ibd @ 8"0c 5HEATHING PER ARGH'L .o U FLAT BLKG.) TOPPING PER PLAN OR 5PE65. 5TRINGER5 PER'f'o%�,�s ass 1 d -- -- -- ------ 3/56.2 , TYP. I �• -hL, -------- ----------- c 4x12 2x BLKG. 1_ _ _ - ---- --� IS 5b.2 / J015T5 PER 20/56.2 -, i `x' ; 2x12 LEDGER Al-'' �\ '' '' BLKG. 4 5TRAP 2x12 5TEPIlk BOARD, TYP. 2 ( )2x8 CONT. AT I I I I I I I I / 6 I I I � - • - L � I _ (3) Ibd EA. STUD PER 2/56.1 CENTER CONDITION - - - - - - _ � 2x4 FLAT BLKG. I$ Ibd @ 8"oc INTO P.T. 3x12 LEDGER w/ 3� "� 2x8 GONT. AT _ _ 2x12 @ I6"oc @ 48"oc (ALIGN IN/ STUD) i BLKG. ANCHOR BOLTS @ 12"oc - (3) JOISTS PER PLAN EDGE CONDITION s �� THIGKENED SLAB HE FLOOR 5Y5TEM GON515T5 OF / T46 FOR GALL -OUTS DROPPED HEADER BOLTS MIN. W/ (I) BOLT WITHIN 6" OF EA. END OF LEDGER CONTINUE P.T. LEDGER BELOW PER 10/53.2 48/24). IN COMMON SEE I WHERE OCCUR5 6710 PER 2/56.1 6714 6705 NAIL 5HEATHI 5 AT ALL FRAMED PANEL DETAIL 6/56.2 1 MASONRY WALL PER PLAN 2 � EDGES IN/ IOd @ 6"oc. NAIL 5HEATHIN6 AT ALL INTERMEDIATE 5UPPORT5 W/ lod @ 12"or, Typical �p Stair Strin Pry g GLUE 5HEATHIN6 AT ALL 5UPPORT5 IN/ APHE51VE CONFORMING TO A.P.A. 5PEGIFICATION AFG-01. DIAPHRAGM BOUNDARY el. per arch' I AGE P05T GAP NAILING EA. 5112E GONT. TOP PLATE - BU I L P I N6 E STAIR FOUNDATION 4 FRAMIN6 PLAN LB HANGERS � SPLICE PER 3/56.1 WM412 HANGER - FLANGE OFFSET H2.5 @ 48"oc TO IN51DE OF BEAM SHEATHING PER 20/56.2 I 2x BLKG. LU28 HANGER (LU528-2 AT COLUMN HANGER AT DOUBLE - - - - - - - - - - - SHEATHING PER 5TRIN6ER5) - NAIL 1 20/56.2 DIAPHRAGM BOUNDARY OVER WALL 5HEATHIN6 NAILING Ibd @ 8"oc STUD WALL PER 20/5b.2 J015T5 PER 20/56.2 ; ,-'' 5TRIN6ER5 PER 5HEATHIN6 PER 3/56.2 TYP. 2x LEDGER Al (3)Ibd EA. STUD AND Ibd AT SHEAR WALL50/56.1 ; � � I 0 I I I I J015T5 PER 20/56.2 , 8/56.2 @ 8"oc INTO BLKG. ;L II II I 4x12 STAIR STRINGER II I LU5 HANGERS AT J015T5 COLUMN BEYOND WHERE OCGUR5 1 6709 FOR GALL -OUTS ; ; ; I I I 11 1 6713 BEAM PER 20/56.2 PER 20/56.2 6708 - I- -51 1 1 1 1 1 1 1 1 N COMMON 5EE DETAIL 8/56.3 4 13/56.2 6 /5 •2 I I I I I 113 6.2 2x12 @ 16"oc GMU WALL PER PLAN/DETAIL5 r THE FLOOR 5Y5TEM CON515T5 OF 5/4" T$G X 5HEATHING (PANEL SPAN RATING 48/24). BRIDGING PER 0/51.1 5HEATHIN6 PER 20/56.2 _ _ `~ 1 NAIL 5HEATHIN6 AT ALL FRAMED PANEL 01 - E06E5 IN/ IOd @ 6"oc. NAIL 5HEATHING AT #10 50REW5 @ b"oc J015T PER 20/56.2 I - ALL INTERMEDIATE 5UPPORT5 W/ 10d @ 12"oc. (ORIENTATION VARIES) GLUE 5HEATHING AT ALL 5UPPORT5 IN/ LB HANGERS - ATTACH ADHE51VE CONFORMING TO A.P.A. IN/ (4)#8 SCREWS CONT. I6GA. TRACK / '' II/56.2 �/56.2 AT WOOD FRAMING SPEGIFIGATION AFG-01. FLOOR SYSTEM 5HEATHING W/ I" LEGS -ATTACH 5 11 W/ (2) ROW5 OF /a 0 ;,/-' NAILING PER 3/56.2 2/56.2 AT GMU WALL DESIGNED FOR 125 P5F SUPERIMPOSED I PER 20/56.2 I I I I EXPAN51ON BOLTS @ LIGHT STORAGE. I611oc STAGGERED AT GMU WALL ' BEAM PER PLAN 1 I 5EE 5TEEL CONDITION IN ;VTHA213HAN(5ERAT OR 20/56.2 T`I FIGAL STAIR'FRAMIN6 PLAN POR GALL -OUTS J015T PER 20!56.2 ''I i COMMON LU28 HANGER - LU528-2 GONT. 2x FILL PIECE BEAM PER 20/56.2 HANGER AT DOUBLE SINGLE 2x8 STRINGER J015T PER 20/56.2 i i I 5TRINGER5 (HUG HANGERS STEP BOARD - THA218-2 AT DOUBLE #8 SCREWS @ 12"oc I i I I i CONT.� I6GA. TRACK Al I/2 LE65 - ATTACH I OVER 5HEATHIN6 W/ WHERE READ) PER 3/5b.2 2x8 STRIN GERS (THAC HANGERS 34 +� �+ SHEATHING PER 20 56/.1 I I (3)#10 SCREWS EA. STRINGER PER WHERE REQD.) 10/53.2 AT SHEAR WALLS I I I STUD 6712 FOR GALL -OUTS 6717 3/56.2 6706 51M. 5TUD5 PER DETAIL5 11 IN COMMON 5EE DETAIL 13/5b.2 12 13 � OF LEVEL BELOW AT STL STUD WALLS l - - - _ - - _ - - - � I � T T� I 18/56.2 I 1 I I I I I I 11-I -- IIOM-� I I I I �I REVIEWED FOR I I I I I I CODE COMPLIANCE APPROVED JAN 15 2016 - - - 5TRIN6ER I �� 1 II -_I PER3/56.2 City of Tukwila BUILDING DIVISION A35 CLIP EA. 5TRIN6ER I ( II / P.T. 2x10 Li u Al %2"O ANCHOR /-' BOLT5 @ 16 "oc I 5LAB-ON-GRADE C V kl 01� t :o v. `-A' i L A - PER PLAN DEC 2 2 2015 J015T PER 20/56.2 LU28 HANGER W/ IOd x I" NAILS " - - PERMIT GEN TER 2x RIM BOARD -LU528-2 HANGER AT DOUBLE _I STRINGERS (HUG HANGER WHERE TY�' I GA1L STD I �? FOUNDATION FLAN CONT. TOP PLATE REQD•) III I - 5PLICE PER 3/56.1 THICKENED SLAB 5TUO WALL PER PLAN PER 10/53.2 FOR GALL -OUTS 6711 6707 ` 6704 6g IN COMMON 5EE DETAIL 13/56.2 171 13S.. = I1-011 it Fr in any20 1 rCO) 0 W (� W ry N � L'J - [if V 1 1 1 1 1 T N LLJ N Q � o cl I 1 1 0 z s N 1� F .N rc COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE - SUITE 900 P. 206/343-0460 SEATTLE, WA 98104 F. 206/343-5691 cam N � Isom 1= ®C Imiss® .r Ila Job Number: S101203-02 Date: MARCH 27, 2014 Principal In Charge: JEC Project Manager: ETL Drawn By. MRM Sheet Title: STAIR PLANS & DETAILS Sheet Number: ® 2010 M FULLER-SM ARCHITECTS LL r I NAIL 5HEATHIN6 TO - BLKG. YV/ IOd @ 41106 J015T BLKG. 48"oc J015T5 PER PLAN FOR GALL-OUT5 IN COMMON 5EE 6 DETAIL q/56.3 11 12 9 31 NAIL 5HEATHIN6 TO - BLKG. W/ IOd ® 4"oc J015T BLKG.— ® 48"oc J015T5 PER PLAN-ll 3x PAD x 1'-0" TO ALIGN YV/ J015T BLKG. CONN. TO BEAM YV/ (2) ROA5 OF 0.1414 DRIVE PIN5 @ a"oc FOR GALL -OUTS IN COMMON 5EE DETAIL 5/56.3 GONT. (2)2xb TOP 5EAT 5TUD5 TIGHT I I I TO TRACK (NO GAP) PLATE -SPLICE PER 3/56.1 FOR GALL -OUTS I I 6102 IN COMMON 5EE 8 DETAIL 5/56.3 5EAT 5TUD5 TIGHT TO TRACK (NO GAP INSTALL BOLTS MIN. KERF R %4"xi%" W/ 8"oc IN COMPLIANCE (2)5/"0 BOLTS ® 3"oc YV RESTRICTIONS 5HOAN ON 2/54.1 5ECTION 12„ AT HEAD JOINTS 1211 346 -�� TYP. °I o O n, BEAM PER PLAN fE V2"xb" x BEAM WIDTH iR�11x11 1311x11_211 rib x 3 HORIZ. MA50NRY HALL 5LOTTED HOLES FOR PER PLAN (4)5/ " 0 EXP. BOLT5 NOTE: (EMBED 45/411) EXP. BOLT5 SHALL HAVE MIN. 6" OF EDGE 55GT/ON 015TANGE IN 50LID GROUTING ON ALL 51DE5. TOP FLANGE J015T HAN6ER5 PER GENERAL 5TRUGTURAL NOTE5 GROUT SHALL ACHIEVE MIN. 2000 P51 STRENGTH 6737 1 " V/ " VV 1 PRIOR TO BOLT INSTALLATION. IN COMMON SEE 13 DETAIL a/56.3 DIAPHRAGM BOUNDARY NAILING , I I 5HEATHIN6 I$ TOPPING PER PLAN � WALL PER ARGH'L I I I I DIAPHRAGM NAILING PER PLAN NOTES - I I CONT. 15/4" L5L J015T PER PLAN BEAM PER PLAN 1'-011 — L50 CLIPS NEB FILLER I%" L5L RIM BOARD BLKG. 6736 bd � 8"oc 181 H55 3x3x%4 FOR GALL -OUTS IN COMMON 5EE DETAIL 1/56.1 3x PLATE RIPPED TO - MATGH FLANGE WIDTH 5HEATHING AND TOPPING PER PLAN I------ J015T5 PER PLAN WEB 5TIFFENER5 ' PER J015T MFR's 5PEGIFIGATION5 TOP FLANGE J015T HANGER5 PER GENERAL 5TRUGTURAL NOTE5 -- 5EAT 5TUD5 TIGHT NAIL 5HEATHIN6 TO TO TRACK (NO GAP) BLKG. IN/ IOd @ 4"oc 5TUD5 4 TRACK J015T BLKG. @ 48"oc ER 5/56.3__- DIAPHRAGM BOUNDARY LING aI@ 8"oc CONNECT TOP TRACK rh PER 15/51.1 TO TOP J015T5 PER PLAN PLATE PER 5GHEDULE OF 20/56.1 5HEATHIN6 PER 20/56.1 FOR GALL -OUTS AT SHEAR AALL5 6101 IN COMMON 5EE 9 DETAIL 20/56.3 BEAM PER PLAN REV II�UVE.I) FO CODE CDMPLIA APPROVED City of TukW1 1 BUILDING DIVISION", BEAM PER PLAN 5EAT 5TUD5 TIGHT - TO TRACK (NO GAP) I------ % 1. "—I— owl .i 6734 1 N COMMON SEE 14 DETAIL 20/56.3 NF-NT- IL 74 x 172 YV/ (2)3/4" � BOLT5 ® 3"oc IE %211 x BEAM 6735 WIDTH 19 I 3x PLATE RIPPED TO — MATCH .4 NIDTH 5HEATHING AND TOPPING PER PLAN 1 CONT. 4 4x4x%4 YV/ V4 BOLTS ® 12"oc (COUNTER5INK NUTS) - MAY BE OMITTED IF MEZZANINE 15 NOT BUILT I---- -- J015T5 PER PLAN - WEB 5TIFFENER5 — PER J015T MFR's 5PECIFICATION5 TOP FLANGE J015T HAN6ER5 PER E 5TRUGTURAL I -q H55 ,I 4" II , V-q H55 411 I" 6" 5TUD5 PER 10/51.1 (8" 5TU125 PER 10/51.1 AT 51M) 6731 10 6" 5TUD5 PER 10/51.1 (8" 5TUD5 PER 10/51.1 AT 51M.) CONN. TOP TRACK TO H55 PER 56HEDULE OF 20/56.1 5HEATHIN6 PER 20/56. AT SHEAR NALL5 6732 15 .q H55 6" 5TU05 PER 10/51.1 4' (V" 5TUD5 PER 10/51.1 AT 51M) Job Number: S101203-02 BOTTOM TRACK Date: PER 15/51.1 MARCH 27, 2014 STEEL BEAM PER PLAN Principal in Charge: JEC Project Manager: ETL �' " /� 'f•� Drawn By. MRM C01F 'f i}i;'A"ILA m M a 0 W cc Q � � H W r N N Q � O z s PM DM N X COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE- SUITE 900 F. 2061343-0460 SEATTLE, WA 98104 F: 2061343-5691 TOP TRACK Sheet Title: i PER 5/51.1 DEC 2 2 2015 FRAMING PERMIT CEN 1"ER DETAILS 5/4" DEFLECTION GAP ALLOWANCE c as