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Permit D13-014 - NORMED - TENANT IMPROVEMENT
NORMED 4320 S 131 PL D13-014 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2009 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.: D13-014 Occupant/Tenant: NORMED Building Address: 4320 S 131 PL, Suite No. Parcel No.: 7349200095 Property Owner: NORMED SHAW PTN PO BOX 3644 , SEATTLE WA 98124 Use: OFFICE/STORAGE Occupancy Group/Division: B/S-2 Type of Construction: IIIB Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 162 /z4/zc/3 BUILDIN OFFICIAL DA E THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES City Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov Parcel No.: 7349200095 Address: 4320 S 131 PL TUKW Suite No: Project Name: NORMED DEVELOPMENT PERMIT Permit Number: D13-014 Issue Date: 04/10/2013 Permit Expires On: 10/07/2013 Owner: Name: NORMED SHAW PTN Address: PO BOX 3644 , SEATTLE WA 98124 Contact Person: Name: PAUL GRUNDHOFFER Address: 1411 4 AV, STE 810 , SEATTLE WA 98101 Contractor: Name: TCL PARTNERS CORPORATION Address: 5212 123 RD PL SE , EVERETT WA 98208 Contractor License No: TCLPAPC919QD Lender: Name: NORMED SHAW PARTNERSHIP Address: , Phone: 206 262-9622 Phone: 425-585-0854 Expiration Date: 07/10/2013 DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENT OT PROVIDE AN OFFICE SUITE, RESTROOM FACILITIES, AND MEZZANINE LEVEL. WORK INCLUDES NEW STRUCTURE, PARTITIONS, DOORS, LIGHTING, AND FINISHES. Value of Construction: $360,000.00 Fees Collected: $5,972.39 Type of Fire Protection: SPRINKLERS/AFA International Building Code Edition: 2009 Type of Construction: IIIB Occupancy per IBC: 8 Electrical Service Provided by: SEATTLE CITY LIGHT **continued on next page** doc: IBC -7/10 D13-014 Printed: 04-10-2013 • • Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non -Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: O ` I 0 I I hereby certify that I have read and exed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie with whether specified herein or not. The granting of this permit does not pre - .. e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am autho ' = d to sign and.obtain this development permit and agree to the conditions attached to this permit. / ^ I��/���/ ��' !/�/� .l% `g !o 2013 Signature: Print Name: 02eif 7 " This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Date: PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 7: Installation of high-strength bolts shall be periodically inspected in accordance with AISC specifications. doc: IBC -7/10 D13-014 Printed: 04-10-2013 8: The special inspection of bolts to be install in concrete prior to and during placementillncrete. 9: 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. 10: 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. 11: New suspended ceiling grid and light fixture installations shall meet the non -building structures seismic design requirements of ASCE 7. 12: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 13: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke -developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 14: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 15: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 16: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 17: All wood to remain in placed concrete shall be treated wood. 18: 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. 19: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 20: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 21: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 22: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 23: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 24: 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. 25: ***FIRE DEPARTMENT CONDITIONS*** 26: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 27: 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" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) doc: IBC -7/10 D13-014 Printed: 04-10-2013 28: The total number of fire extinguishers re red for a light hazard occupancy with Class e hazards is calculated at one extinguisher for each 3,000 sq. ft. of are e extinguisher(s) should be of the "all purp (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NEPA 3-2.1) 29: 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) 30: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 31: 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) 32: 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. (NEPA 10, 4-3, 4-4) 33: 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) 34: 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) 35: 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 1008.1.8.1) 36: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 37: 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) 38: 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 1011.5.1) 39: 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 1006.1, 1006.2, 1006.3) 40: 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 1006.4) 41: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 42: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 43: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate doc: IBC -7/10 D13-014 Printed: 04-10-2013 flooring, cutting tables, shelves and overheoors. (NFPA 13-8.6.5.3.3) • 44: 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 sprinlder 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. 2327). 45: An approved manual fire alarm system including audible/visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2328. 46: 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 #2328) 47: 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 #2328) (IFC 104.2) 48: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 49: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 50: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 51: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 52: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 53: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 54: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. doc: IBC -7/10 D13-014 Printed: 04-10-2013 CITY OF TUKN'ILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwvv.TulcwilaWA.gov Building Permit 0. ProlecttN9, Date Application Accept r:•� c a Date Appitcatipi ;, atpir�es 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 Site Address: "1 Z0 SOUT4i- I SI " ?'LW - King Co Assessor's Tax No.: 73 Lf (Z. 000 ( 5 Suite Number: Floor: 1 Tenant Name: Kotz,.M -a PROPERTY OWNER ►RMA Name: t40P400p4-1 17,642. 1 I' Address: F:0 13:,0X 32L1 L Phone:Z .957 3100 Fax:20&•157.MO 1 City: s __ State: ,.6.% Zip: ci QIZLJ CONTACT pERSO colmilunicatiofl Name: 4i--(ie.1pJA({+0c Address: RI J I Lit* 06,146..) S'� g( O State:14k Zip:4/0w Phone:A*. z4,2 .160Fax: ZCXv. WZ.' 5o7 Email: PCU 0_446wo,Aiza. • cam GENERAL CONTRACTOR lri ►RMA Company Name: Am, 1,i Company Name: Architect Name: .AlJ K 1, ( Fg Phone:Z .957 3100 Fax:20&•157.MO 1 Address: 0 1 City; State: w A Zip:/8(c( City: State: . Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line \2011 Applications\Pennit Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: ►'1 Yes ❑ ..No ARCHITECT OF RECORD Company Name: uo4.C-�M4.04431,..174.04431,..171.41 trls(C.146_.e$.5 �JAaC3.4. Company Name: Am, 1,i Address: ( (1 11F(fZ.p Aga. 5U rr 3z .. Z.. Architect Name: .AlJ K 1, ( Fg Phone:Z .957 3100 Fax:20&•157.MO 1 Address:`G/f/ Lf-0i-At(+"� . 160(i. ``Trt. 0 1 City; State: w A Zip:/8(c( Phone: zoo_ 7(,Z •/4,2Z,Fax: 2a.,,,.2.(02 . i5, 7l Email: QcIV /1 1 4 0aw . ENGINEER Company Name: uo4.C-�M4.04431,..174.04431,..171.41 trls(C.146_.e$.5 �JAaC3.4. Engineer Name: , f (4c4 (�S Address: ( (1 11F(fZ.p Aga. 5U rr 3z .. Z.. City: s oNc.t.k.1_5_ State: �6% Zip:c 8 (o Phone:Z .957 3100 Fax:20&•157.MO 1 Emailu kJ 1 ji,v164..ca1/44 •Ca Page 1 of 4 BUILDING PERMIT INFORMATION= 206-431-3670 Valuation of Project (contractor's bid price): $ 3V) 00 Existing Building Valuation: $ Z11133,000 Describe the scope of work (please provide detailed information): 1 N -1 t 1 M1'2.ov M61JTS Tit PQ.o.1 t t' A 0 Ft= t L SJ 1' g •r z.ant -i FANO-- I -r19 A Ni c' M La‘(11-102 VC / NL.J nl� tr,J S112—L L.--UtZ) 132TItlr j`7, i tZSl L1CZt4Tl'dJ-rMt\1' Wfl)2G5 t--1 t7 'Ft (-41t--• • Will there be new rack storage? NI Yes .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas: in Square Footage Below Floor' 2nd FIoor Fl 3187 Interior Remodel L/119 Addition to Existing Structure 0 5S 9,0'7 Type of Construction per IBC 111 -1, Type of Occupancy per IBC Basement Accessory Structure* 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: B 7 Compact: 18 Handicap: 5 Will there be a change in use? Yes ❑ No If "yes", explain: S Of(. FIRE PROTECTION/IIAZARDOUS MATERIALS: Sprinlders El Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: Wpplications\Fonns-Applications On Line \2011 Applications\Pemtit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMVIIT IN • TION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District 0 ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided O .. Highline ❑ .. Renton Sewer District 0 ...Tukwila. . . ❑'... Valley View ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) O ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance O ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ O ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer O ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) 0... Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours 0 .. Right-of-way Use — Potential Disturbance 0 .. Work in Flood Zone 0 .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. 0 ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public >> ,, ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation 0 .. Utility Undergrounding WO # WO # WO # ❑ ...Deduct Water Meter Size Private Private » FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water ❑ ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:Wpplications\Fonns-Applications On Line\2011 Applications\Pettnit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O ER 0 AUT O D AGENT: Signature: �i �l Date: /l e1 f .3 Print Name: Ppm] ( a's,1141C:,W --1Z. Day Telephone: 204. • Z62 ..16,z -z. Mailing Address: 1 11 HTµ ASE. S • F7(0 v.1 k, 9810 City State Zip HAApplications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 7349200095 Address: 4320 S 131 PL TUKW Suite No: Applicant: NORMED RECEIPT Permit Number: D13-014 Status: ISSUED Applied Date: 01/08/2013 Issue Date: 04/10/2013 Receipt No.: R13-02376 Initials: User ID: WER 1655 Payment Amount: $63.00 Payment Date: 08/15/2013 03:15 PM Balance: $0.00 Payee: MORMED - SHAW PARTNERSHIP TRANSACTION LIST: Type Method Descriptio Amount • Payment Check 2384 63.00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 63.00 Total: $63.00 ,4n,-. Rcrcint-nR Printed: 08-15-2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 7349200095 Address: 4320 S 131 PL TUKW Suite No: Applicant: NORMED RECEIPT Permit Number: D13-014 Status: APPROVED Applied Date: 01/08/2013 Issue Date: Receipt No.: R13-01271 Payment Amount: $3,621.40 Initials: JEM Payment Date: 04/10/2013 09:38 AM User ID: 1165 Balance: $0.00 Payee: NORMED - SHAW PARTNERSHIP TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2337 3,621.40 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 640.237.114 Total: $3,621.40 3,616.90 4.50 /1A A/1 /IAA /3 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 7349200095 Address: 4320 S 131 PL TUKW Suite No: Applicant: NORMED RECEIPT Permit Number: D13-014 Status: PENDING Applied Date: 01/08/2013 Issue Date: Receipt No.: R13-00094 Payment Amount: $2,350.99 Initials: JEM Payment Date: 01/08/2013 03:31 PM User ID: 1165 Balance: $3,621.40 Payee: NORMED-SHAW PARTNERSHIP TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2314 2,350.99 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 2,350.99 Total: $2,350.99 �.�..1n.1• Al AO 91119 INSPECTION RECORD Retain a copy with permit ni 3 -0# INSPECTION NO. PERMIT NO. ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 �= Project: KY) Ale b Type of Inspection: it fl SK- VI /y)tial-TO? 4/• KU-� c Address: 1-{32,0 tS 1 NC.. Date. Called: ( Special Instructions: 1 -12;c -2)S-14(53 Date Wanted:ZZ ..- �1 Lm P• Requester: 1 I-). Phone No: 1/4, Approved per applicable codes. Corrections required prior to approval. COMMENTS: 3 00 zI lnfll � 0.. R ► Fi 47 e 10L._.b0S ri )fivS_O it fl SK- VI /y)tial-TO? 4/• KU-� c -- bl. ,_{ /T-7/.10 11( ,4 _, t p 1e m • ( 1 tL Dat . � 22—/3 REINSPECTION FEE REQUIRED \Prior to next inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INS NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pr7j0 r Ad d2s• u 13 AL_ Special Instructions: r Type of Inspection: 4JL Dak Called: I, ISC.) Date Wanted: .m.) e:m. Requester: 2 (cFrt-i ]Approved per applicable codes. Corrections required prior to approval. COMMENTS: tAG c( 1 Lki e,te :s 6-0 ---T:0 Al_ (":x , i\1A s ,,, 1 Af Ap 770", 4-1 e ' A7 ( .„, , , • Insp ctor: Dates._ fl REINSPECTION FEE REQUIRED. Rrio t next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 1001. Call to schedule reinspection. t� INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING b1VISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 CZ— Permit Inspection Request Line (206) 431-2451 DI3-01Li Project: • Type of Inspection: Address: k--I.20 S t3 k PL-- Date Called: -- Special Instructions: Date Wanted: (A— l RN .,- skirD p.m. Requester: Phone No: x;25 21R -yam CX,Oproved per applicable codes. Corrections required prior to approval. 41, COMMENTS: No, 6; wilQ.caftdus.E h%3_23(f nspectoDateP-i 3-1 rai EINSP CTION FEE REQUt ED. Prior toseLeext inspection, fee must be aid a 300 Southcenter Bl d., Suite 100. Calt to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit D13 (M PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila. WA 98188 t (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project VO TM �2 Tyke of Inspection: . 1 TA& Address; . 2�0 c _ �- fP Date Called: ' ii A S � L 4 G - Special Instructions: Date Wanted: . a.m. CP— -L3 p.m. Requester: Phone N( "` -4..E-7 �—•- Approved per applicable codes. Corrections requiredprior to approval. COMMENTS: CO-( lig: I' Sips • Inspector: i 7 Date: 29.17 �'REI/SPECTION FEE REQUjRED. Prior to next inspection'. fee must be pavd at 6300 Southcenter vd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (2-, (206) 431-3670 Permit Inspection Request Line (206) 431-2451 f Project to ^^ Type iof',lrlspection Addr ss- ' - 32,0 31 poi. Date Called: .. —. Special Instructions: Date Wanted:/ (0I (� f / / •m. p.m. Requester Phone S. — 2(k V Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Date .. REINSPECTION FEE RE UIRED. Prior to next inspection, fee must be. paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: t �V.) 11. N\ Type of Inspection: t--1- {-i '(\'1 i • .. Address: 1-1-7-0 S V 1 P(.. Date Called: Special Instructions: `2„..avoo./ • Date Wanted: J -7- FS p.m. Requester: Phone No: L425 -g _ �o 7 IICIApproved per applicable codes. Corrections required prior to approval. jt COMMENTS: Date: 'LC am % /3 R dNSPECTION FEE R QUIRED. Prior/to next inspection, fee must be Aid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. . CITY OF TUKWILA BUILDING DIVISION: 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (Z (206) 431-3670. Permit Inspection Request Line (206) 431-2451 Project: NX) Riel/NF it. P -A -risr Type of Inspection: 7 F tJJ A •I -A f , H.1 tv6, Address: "-I 3 zO S 1 l 2 L- Date Called: .1/1(7(-)2. Special Instructions: Date Wanted:. - (Q #. Wim. p.m. Requester: No: PhNo: ElApproved per applicable codes. COMMENTS: p, -,L, EJCorrections required prior to approval. { A.3. -f /ter'` �f�•-,�i�`i�%/'L.� _. , Inspector: Date:: REINSPECTION FEE REQUIRED. Prior to nextinspection, fee must be,.'.. paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. L _INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 I., (206) 431-3670 Permit Inspection Request Line (206) 431-2451 '014. Project: Type of Inspection. Address:Date .13?,0 i i ,oL_ Called: /--, Special Instructions: ' J Date Wanted:. f__., t a.m. T- flay .p.m. Requester: Phone 2 ` Eci<547. ?-4 Approved per applicable codes. El Corrections required prior to approval. CQMMENTS: rNi_S P"tri 4, &.\-= Date /S REINSPECTION FEE REQUIRED. Prior to n� xt inspection. fee -must be paid at 6300 Southcenter Blvd:. Suite 100. Gall to schedule reinspection. INSPECTION RECORD Retain a copy with permit 1.5S-C'd-41 INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 PERMIT NUMBERS 206-575-4407 Project:. >> %t/� r 'Kiel Sprinklers: Fire Alarm: Types of Inspection: Types /chef Monitor: Address: Suite #: 11 3W 6 S /g/ 00 Contact Person. `f Special Instructions: Phone No.: YiApproved per applicable codes. Corrections required prior to approval. COMMENTS: 0,,, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i Inspector )c7 f/%' Date:'/f9/3 Hrs.: ,c----- $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: ,.. State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Pro •._ r -ed TT 1 • r/4 , 4 -es.) -poi 00046-5e 47/ Type of I pection, r Address: Suite #: V3 ZO . 13 i i- 0 Contact Person: Special Instructions: a Phone No.: 171 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 • r/4 , 4 -es.) -poi 00046-5e 47/ Fire Alarm: Z. See)0 47 5 Monitor: !eciP/vttl".1ti i, eie-S li'Tr/f7 io.6' 1 ,II //700,�t a h71 - 6 Ar 4r,0.44,,./1 / O 6X 2P6 -s-2c- 4/4/3 0) c cct 7 E moo/ S Needs Shift Inspection:Sprinklers: Date: 7// 7/, Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: C_'1 d--7)-) cif Date: 7// 7/, Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name:. Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Qi: -o iq 2 -S-- _S` PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: / ivo r mer/9 Sprinklers: Type of In pection: H are Address: Suite #: R 7_ 0 .-l3�s r f p/ Contdcct Person: Special Instructions: drI P Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: 4040 a,/- 2/C, Psi 4-iy) (pod ire 4© /epics g.te drI P 74 re-cs-LI rr - Sy •11 1401n t � � ay / Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: def F/j/ 'g Date: 7�/e/"" Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER t~' INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: A)eir reed Sprinklers: Fire Alarm: Hood & Duct: Type of Inspection: s.? bre) Address: g S go Suite #: 5/3 / pi Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: mr o v- S -ID roe th-e/t4 0/ o (95-. hog e - „ S' /u-eed_ao4 . Qiz- z WJE L /v4-1L_ , t Cf s w�A r tLq l ..... 3 . (i . �1 1.) Y,e;.,c)co a-frJ . ! 4s(Je.el/1-1t4(.77 t Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: fiA Date: -7/?// .7 Hrs.: 1 yr (,- r v $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSI ECTION RECORD Retain a copy with permit Di 3 , / 3 s - I/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: • N U�'ry Sprinklers: 4 S crv.S Hood & Duct: Monitor: Ty e of Inspe Cvion: / ry oe_ `-- , ` Address.s Suite #:�c� ® ,) 3 ) ! ..' - Con act Person: Special Instructions: (7) Col-- o^e-S4,2A-. ►v\ -f 04 Al bc, s-NcJ Il Nl2S' 4)01-, '` A -erS /OAj-cr-- ,ThN 0 G " . Phone No.: )61‘f Approved per applicable codes. Corrections required prior to approva COMMENTS: `. Sprinklers: 4 S crv.S Hood & Duct: Monitor: / OTO /0D Permits: Occupancy Type: 1.0 W Ar 1.a Ud (X -Pr Wl,7... 3 ---0,0,6( co,)--ericti, u_pu -er- 5 Alit - ( ie -2 I (7) Col-- o^e-S4,2A-. ►v\ -f 04 Al bc, s-NcJ Il Nl2S' 4)01-, '` A -erS /OAj-cr-- ,ThN 0 G " . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: / Pre -Fire: Permits: Occupancy Type: ,01 Inspector , Date: 577)e'/I( 3 Hrs.: c9-____ /VA 5—� $100.00 REINSPECTION. FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 Fireproofing Aggregates Shotcrete Concrete Masonry Asphalt Roofing P iling S t e e I S oils Wood June 6, 2013 File: 13-255 Building Official City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Address: Permit No.: Normed 4320 S. 131st Place. D13-014 A.A.R. TESTING LABORATORY, INC. CONSTRUCTION II iSRECT1ON AND MATER:?.L"TESTING NATIONALLY ACCEPTEO.LA6)RATOR7 This is to. advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of our inspection reports have already been forwarded to you. RECEIVED CITY OF TUKWILA JUN 0 7 2013 PERMIT CENTER 1. Reinforced concrete-CIP 2. Structural steel fabrication 3. Structuralsteel erection 4. Epoxy grouting 5. Anchor bolt installation To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, IBC and related codes and/or verbal or written instructions from the. Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. Kimberle Anderson President CC: Normed Shaw Partners -Larry Shaw TCL Partners -Jim Sylvester Weaver Architects-Cari Walrod, Paul Grundhoffer Tel:. (425) 881-5812 Fax (425) .881-5441 7126 180th Ave. NE • P.O. Box 2523 • Redmond, WA 98073 Field Report Report#: 57870 Client: Normed Shaw Partners P.O. Box 3644 Seattle, WA 98124-3644 Contact: Larry Shaw Project Number: 13-255 Permit #: D13-014 Project Name: Normed Address: 4320 S. 131st Place Inspection Performed: Structural Steel Date: 6/4/2013 Time: Temperature: On site for the following: 1) Inspected bolted connections for mezzanine framing. A325 bolts, 7/8" diameter in place per detail and in snug tight condition per project specifications. C/Ty �F �!VED UKwILq JUN 0 7 2013 PERMIT CENTER Distribution: 2 Distribute Client Q Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner © Distribute Municipality 0 Distribute Other QQ Distribute Architect ❑ Distribute Other Inspector: Bllsserd, Jonathan (JD). Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden Field/Material Report Report #: 79861 Client Name: Normed Shaw Partners Contact: Larry Shaw Client Address: P.O. Box 3644 Seattle, WA 98124-3644 Date: 4/19/2013 Project Number: 13-255 Permit# D13-014 Project Name: Normed Address: 4320 S. 131st Place Supplier: Corliss Material Data: Concrete Plant Number: 002 Mix Number: S15500 Truck Number: 0109 Ticket Number: 73106 Number of Samples: 4 Yards placed: 9.5/19 Design Strength: 3000 Air Temperature: 53 F Concrete Temperature: 61 F ASTM C 1064 Air Content: % ASTM C 231 Slump: 4 1/4 " ASTM C 143 Time Sampled: 9:18:00 AM Added Water: 7 ByWhom: Contractor Air Entrainment (oz/yard): Admixtures (oz/yard)) : Inspection Performed: Reinforced Concrete Location: Mezzanine floor system, south & west walls Grid Lines: Footings - E/5-3, N4-2.25, 5/B -C Pads - 1/C, 2/D, 13/1, 4/B RECEIVED CITY OF TUKWILA JUN 0 3 2013 PERMIT CENTER Remarks: Epoxy - Rods for LSL ledger and 4x8 ledger for mezzanine. Rebar for footings conform to detail 11/S3.0 and pads conform to schedule on 12/S3.0. Anchor bolts in place per details. Covers and clearances properly set. Concrete placed by bucket and vibrated. Epoxy of threated rods conform to detail 5 & 6 on S4.2 for correct spacing and depth of holes. Holes correct diameter for 3/4" diameter rods. All holes clean before placing approved Simpson "Set XP" epoxy. Exp: 10/2014 IV] Conforming to approved plans Inspector: Matthews, Bill 2nd Inspector: 3rd Inspector: Samples Tested In Accordance with ASTM: C 1231 C 31 C 172 C 39 Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 1302769 4/26/2013 7 4 X 8 12.63 1/1 50710 4020 C 1231 Cone Distribution: © Client © Municipality ❑ Distribute Other © Contractor E Engineer ❑ Owner Architect Date Mailed: Tested By: Mike Jarbeau Reviewed: Mike Blackwell Ali tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens In the field excluding Section 10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden. Client Name: Contact: Client Address: Date: Field/Material Report Report #: 79861 _ora -.425 ±88 Normed Shaw Partners Larry Shaw P.O. Box 3644 Seattle, WA 98124-3644 4/19/2013 4, 88 r k� Project Number: Permit # Protect Name: Address: 13-255 013-014 Normed 4320 S. 131st Place Supplier. Material Data: Plant Number. Mix Number: Truck Number. Ticket Number. Number of Samples: Corliss Concrete 002 S15500 0109 73106 4 Yards placed: 9.5/19 Design Strength: 3000 Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: Air Entrainment (oz/yard): Admixtures (oz/yard)) : Inspection Performed: Reinforced Concrete Location: Mezzanine floor system, south & west walls 53 F 61 F 4 1/4 " 9:16:00 AM 7 ASTM C 1064 ASTM C 231 ASTM C 143 ByWhom: Contractor RECEIVED CITY OF TUKWILA JUN 032013 PERMIT CENTER Grid Lines: Footings - E/5-3, A/4-2.25, 5/B -C Pads - 1/C, 2/D, 13/I, 4B Remarks: Epoxy - Rods for LSL ledger and 4x8 ledger for mezzanine. Rebar for footings conform to detall 11/S3.0 and pads conform to schedule on 12/S3.0. Anchor bolts in place per details. Covers and clearances properly set. Concrete placed by bucket and vibrated. Epoxy of threated rods conform to detail 5 & 6 on S4.2 for correct spacing and depth of holes. Holes correct diameter for 3/4" diameter rods. All holes clean before placing approved Simpson "Set XP" epoxy. Exp: 10/2014 ® Conforming to approved plans inspector: Matthews, Bill 2nd Inspector: 3rd Inspector: Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39 Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 1302769 4/26/2013 7 4 X 8 12.63 1/1 50710 4020 C 1231 Cone 1302770 5/17/2013 28 4 X 8 12.63 1/1 69260 5480 C 1231 Cone Split 1302771 5/17/2013 28 4 X 8 12.63 1/1 66280 5250 C 1231 Cone Split 1302772 5/17/2013 28 4 X 8 12.63 1/1 65930 5220 C 1231 Cone Split Distribution: ® Client ® Municipality ❑ Distribute Other © Contractor ❑ Engineer ❑ Owner Q Architect Date Mailed: Tested By: Mike Jarbeau Reviewed: Mike Blackwell All tests In accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section 10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden. Field Report Report*: 57573 Client: Normed Shaw Partners P.O. Box 3644 Seattle, WA 98124-3644 Contact: Larry Shaw Project Number: 13-255 Permit*: D13 014 Project Name: Normed Address: 4320 S. 131st Place Inspection Performed: Epoxy Date: 4/16/2013 Time: Temperature: Epoxy dowels at slab infill at grids E, A + 5 per drawing S2-0. Verified installation of epoxy dowels #4 to existing, 4" embed holes clean, use of Simpson Set XP adhesive, expires 10/14. All placed per plan. RECEIVED CITY OF TUKWILA JUN 0 3 2013 PERMIT CENTER Distribution: ® Distribute Client ® Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner 171 Distribute Municipality ❑ Distribute Other • Distribute Architect ❑ Distribute Other Inspector: Trow, Michael Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the dient and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing Is strictly forbidden Field Report Report #: 57559 Client: Normed Shaw Partners P.O. Box 3644 Seattle, WA 98124-3644 Contact: Larry Shaw Protect Number: 13-255 Permit #: D13 014 Project Name: Normed Address: 4320 S. 131st Place Inspection Performed: Welding Date: 4/15/2013 Time: Temperature: Performed a visual inspection of shop welded structural steel. Mark numbers: 1A, 1B, 1C, 2A, 2B, 3A, 3B, 4A, 4B, 4C, 4D x 2, 5B, 5A. All welding per AWS D1.1 and per plan. Reviewed weld procedures and welders certificates. RECEIVED CITY OF TUKWILA JUN 0 3 2013 PERMIT CENTER Distribution: Distribute Client ® Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner © Distribute Municipality ❑ Distribute Other Q Distribute Architect ❑ Distribute Other Inspector: Trow, Michael Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except In full without the written consent of A.A.R. Testing Is strictly forbidden 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Project Summary PRJ-SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address NorMed Date 2/11/2013 4320 S. 131st Place For Building Department Use FILE COPY t NM, ^y■! Tukwila WA 98124 Applicant Name: Weaver Architects Applicant Address: 1411 4th Ave. Suite 810, Seattle WA 98101 Applicant Phone: 206.262.9622 In" .'. CORRECTION o iti REVIEWED FOR CODE COMPLI3NCE APPROVEb FEB 21 2013 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 1 3 2013 PERMIT CENTER 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info t; ?!''• r'^...- , u ,k` _' 4,11•1~,•,+•,...*- , .. Project Address NorMed Date 2/11/2013 4320 S. 131st Place For Building Department Use Tukwila WA 98124 Applicant,Na ne: Weaver Architects Applicant -Address: 1411 4th Ave. Suite 810, Seattle WA 98101 Applicant Phone: q• 206.2b2.9622 b1 Project Description ❑ Plans Included requirements. ❑ New Building ❑ Addition " Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Prescriptive 0Q Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting and space use not changed [l Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan/room #) Occupancy Description Allowed Watts per ft2" Gross Interior Area in ft2 Allowed x Area A.2B.2/ 100&101 B OCC. (KEY NOTE 5 CEILING @ 20'-1-1/2") 1.11 512 568 A.2B.1 / 102 8 OCC. 0.91 121 110 A.2B.1 / 103 B OCC. (KEY NOTE 7) 1.10 119 131 A.2B.1 / 104 B OCC. (includes halls closets, etc.) 0.91 1805 1643 A.2B.1 / 105 B OCC. 0.91 132 120 A.2B.1 / 106 B OCC. 0.91 76 69 A.2B.1 / 107 8 OCC. (KEY NOTE 7) 1.10 143 157 A.2B.1 / 108 B OCC. (KEY NOTE 7) 1.10 149 164 A.2B.1 / 109 8 OCC. (KEY NOTE 7) 1.10 147 162 A.28.1 / 110 B OCC. (KEY NOTE 7) 1.10 146 161 A.28.1 / 111 B OCC. 0.91 132 120 A.2B.1 / 112 B OCC. 0.91 132 120 A.2B.1 / 113 s occ. 0.91 187 170 A.2B.1 / 114 B OCC. 0.91 21 19 A.2s.1 / 1i5 ` wr, o--3usE'" � '.l .. : •r. ctr..Pr . 0.50 153 77 AF28.2, %,20? • Brocc..q( ,t.,.t t 0.91 578 526 A'28.2 /'2oa„�,p.8.ocG�..-; . , 0.91 64 58 A..213.2 / 202 B OCC. 0.91 73 66 A.2B.2 / 203'(. s-occ,• 0 0.91 726 661 A X28.2 / 204 WAREHOUSE 0.50 863 432 A.12B.2 / 205 B OCC. • 0.91 207 188 A!2B.2 %-^206.%14) B occ."-• 0.91 305 278 /iLj .''.ti..I •.;U:,.1,..„;z, ** From Table 15-1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage r Total Allowed Watts 5999 Location.. (floor plan/room #) Fixture Description Number• of Fixtures Watts/ Fixture Watts Proposed A.2B.2/ 1006101 Fluorescent Pendant.a4` • 8 , 32, 4 256 A.2B.2/ 1006101 Fluorescent Can Lights srr- r J N•` 45. x;32 j 128 A.2B.2/ closet 101 Wall Mounted Fluorescent4,.. .i f. 13 v. -- , 26 A.2B.1 / 102 Flourescent 2x4 1 64 r 64 A.2B.1 / 102 Fluorescent Can Lights 1 32 32 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential A.28.1 / 103 Flourescent 2x2 2 34 68 A.2B.1 / 104 Flourescent 2x4 20 64 1280 A.28.1 / 104 Flourescent 2x2 6 34 204 A.28.1 / 105 Flourescent 2x2 2 34 68 A.28.1 / 106 Flourescent 2x2 2 34 68 A.2B.1 / 107 Fluorescent Can Lights 2 32 64 A.2B.1 / 107 Flourescent 2x2 2 34 68 A.28.1 / 108 Flourescent 2x4 2 64 128 A.2B.1 / 108 Flourescent 2x2 2 34 68 A.28.1 / 109 Flourescent 2x4 2 64 128 A.28.1 / 109 Flourescent 2x2 1 34 34 A.28.1 / 110 Flourescent 2x4 2 64 128 A.2B.1 / 111 Fluorescent Can Lights 3 32 96 A.28.1 / 111 Fluorescent Vanity light 1 32 32 A.28.1 / 112 Fluorescent Vanity light 1 32 32 A.28.1 / 112 Fluorescent Can Lights - 3 32 96 A.28.1 / 113 Flourescent 2x2 1 34 34 A.28.1 / 113 Floureecent 2x4 1 64 64 A.28.1 / 114 Wall Mounted Fluorescent 1 13 13 A.28.1 / 115 Flourescent 2 lamp 2 64 128 A.2B.1/ 115 rear door Wall Mounted Fluorescent 1 13 13 A.28.1/ below stair Wall Mounted Fluorescent 1 13 13 A.2B.1/ below stair Fluorescent Can Lights 1 32 32 A.28.2/ 200 Fluorescent Can Lights 3 32 96 A.28.2/ 200 Flourescent 2x2 4 34 136 A.28.2/ 201 Flourescent 2x4 1 32 32 A.28.2/ 201 Fluorescent Can Lights 1 32 32 A.28.2/ 202 Fluorescent Vanity light 1 17 17 A.28.2/ 203 Fluorescent Can Lights 4 32 128 A.2B.2/ 203 Flourescent 2x4 9 32 288 A.28.2/ 204 Chain Hung Fluorescent 2 lamp 7 64 448 A.28.2/ 205 Flourescent 2x4 2 64 128 A.28.2/ 206 Flourescent 2x4 4 64 256 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 4926 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary (back) LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Prescriptive Spaces Occupancy: 0 Warehouse or Parking Garage 0 Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) 0.85 • Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T-1, T-2, T-4, T-5, T-8, or CFL lamps, and d) hard -wired electronic dimming ballasts. Screw-in CFL fixtures and tracking lighting do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <=150w c) electronic ballasts 3. LED lights. 15-1 Unit Lighting Power Allowance (LPA Use' LPA (WHO Use' LPA` (W/ft`) Automotive facility 0.85 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)5 0.91 Convention center 1.10 Parking garages 0.20 Courthouse 1.10 Penitentiary and other Group 1-3 Occupancies 0.90 Cafeterias, fast food establishments', restaurants/bars5 1.20 Police and fire stations 0.90 Dormitory 0.85 Post office 1.00 Dweling Units 1.00 Retail1', retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.33 Exercise center 0.95 School buildings (Group E Occupancy only), school classrooms, day care centers 1.00 Gymnasia, assembly spaces 0.95 Theater, motion picture 0.97 Health care clinic 1.00 Theater, performing arts 1.25 Hospital, nursing homes, and other Group 1-1 and 1-2 Occupancies 1.20 Transportation 0.80 Hotel/motel 1.00 Warehouses 0.50 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.62 Workshops 1.20 Laundries 1.20 Libraries' 1.20 Plans Submitted for Common Areas Only' Manufacturing facility 1.20 Main floor building lobbies° (except mall concourses) 1.10 Museum 1.00 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.80 Footnotes for Table 15-1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by 2% per foot of ceiling height above 20 feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by 2% per foot of ceiling height above 12 feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by 2% per foot of ceiling height above 9 feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.1 w/ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three -quarter -height partitions (transparent or opaque) and lighting for free-standing display where the lighting moves with the display are exempt. An additional lighting power allowance is allowed for merchandise display luminaires installed in retail sales areas that are specifically designed and directed to highlight merchandise. The following additional wattages apply: i. 0.6 watts per square foot of sales floor area not listed in items ii and iii below; ii. 1.4 watts per square foot of furniture, clothing, cosmetics or artwork floor area; or iii. 2.5 watts per square foot of jewelry, crystal or china floor area. The specified floor area for items i, ii, or iii above, and the adjoining circulation paths shall be identified and specified on building plans. Calculate the additional power allowance by multiplying the above LPDs by the sales floor area for each department excluding major circulation paths. The total additional lighting power allowance is the sum of allowances for sales categories I, ii, or iii plus an additional 1,000 watts for each separate tenant larger than 250 square feet in area. The additional wattage is allowed only if the merchandise display luminaires comply with all of the following: (a) Located on ceiling -mounted track or directly on or recessed into the ceiling itself (not on the wall). (b) Adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). This additional lighting power is allowed only if the lighting is actually installed and automatically controlled, separately from the general lighting, to be turned off during nonbusiness hours. This additional power shall be used only for the specified luminaires and shall not be used for any other purpose. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Exterior Lighting Summary LTG -EXT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Proj Addres:NorMed Date 2/11/2013 4320 S. 131st Place For Building Department Use Tukwila WA 98124 Name: Weaver Architects Appl. Name 1411 4th Ave. Suite 810, Seattle WA 98101 Appl. Phone 206.262.9622 Project Description ❑ Plans Included requirements. ❑ New al Addition • Alteration Refer to WSEC Section 1513 for controls and commissioning Lighting Zone (as specified by Jurisdiction) Q Zone 1 Zone 2 0 Zone 3 Q Zone 4 Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/W ❑ Controlled by motion sensor ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) and space use not changed. ✓ No changes are being made to the lighting ❑ Less than 60% of fixtures are new, installed wattage not increased, & space use not changed. Tradable Maximum Allowed Lighting Wattage Base Site Allowance: Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft`), perimeter (10 or # of items Allowed Watts x ft2 (or x If) Total Allowed Tradable Watts: Tradable Proposed Lighting Wattage (use mfgr listed maximum input wattage for luminaire.) Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Area (ft2), perimeter (10 or # of items Allowed Watts x ft2 (or x If) Total proposed tradable watts may not exceed the sum of total allowed tradable watts plus Total Proposed Tradable Watts: the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non -tradable categories. Non -Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: Fixture Description Non -Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft2), perimeter (10 or # of items Allowed Watts x ft2 (or x If) Non -Tradable Proposed Lighting Wattage Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Non -tradable proposed watts may not exceed allowed watts for any individual surface unless the total excess watts for all non -tradable surfaces are less than the remaining site allowance. Total excess Non -Tradable watts: Site Allowance Balance: 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Exterior Lighting Summary (back) LTG -EXT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential TABLE 15-2B LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised December 2010 Specific area description Zone 1 500 W Zone 2 600 W Zone 3 750 W Zone 4 1300 W Base site allowance' Tradable Surfaces 2 f. Uncovered Parking Parking lots and drives Areas 0.04 W/ft2 0.06 W/ft2 0.10 W/ft2 0.13 W/ft2 Building Grounds Walkways less than 10 ft wide 0.7 W/linear foot 0.7 W/ linear foot 0.8 W/ linear foot 1.0 W/ linear foot Walkways 10 ft wide or greater Plaza areas Special feature areas 0.14 W/ft2 0.14 W/ft2 0.16 W/ft2 0.2 W/ft2 Exterior Stairways 0.75 W/ft2 1.0 W/ft2 1.0 W/ft2 1.0 W/ft2 Pedestrian tunnel 0.15 W/ft2 0.15 W/ft2 0.2 W/ft2 0.3 W/ft Landscaping 0.04 W/ft2 0.05 W/ft2 0.05 W/ft2 0.05 W/ft2 Building Entrances and Exits Main entries 20 W/linear foot of door width 20 W/linear foot of door width 30 W/linear foot of door width 30 W/linear foot of door width Other doors 20 W/linear foot of door width 20 W/linear foot of door width 20 W/linear foot of door width 20 W/linear foot of door width Entry canopies 0.25 W/ft2 0.25 W/ft2 0.4 W/ft2 0.4 W/ft2 Sales Canopies Free standing and attached 0.6 W/ft2 0.6 W/ft2 0.8 W/ft2 1.0 W/ft2 Outdoor Sales Open areas3 0.25 W/ft2 0.25 W/ft2 0.5 W/ft2 0.7 W/ft2 Street frontage for vehicle sales lots in addition to "open area allowance No Allowance 10 W/linear foot 10 W/linear foot 30 W/linear foot Non-Tra'dablc"gSurfaces° 'S S. 't°`;;" Building Facades No Allowance 0.1 W/ft for each illuminated wall or surfaces 0.15 W/ft2 for each illuminated wall or surface6 0.2 W/ft2 for each illuminated wall or surface Automated teller machines and night depositories 270 W per locations 270 W per locations 270 W per locations 270 W per locations Entrances and gatehouse inspection stations at guarded facilities 0.75 W/ft2 of covered & uncovered area Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W/ft2 of covered & uncovered area Material handling and associated storage No Allowance No Allowance No Allowance 0.5 W/ft2 Drive -up Windows & Doors 400W per drive-through Parking near 24-hour retail entrances 800 W per main entry FOOTNOTES FOR TABLE 15-2B: 1. Base site allowance may be used in tradable or nontradable surfaces. 2. Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded. 3. Including vehicle sales lots. 4. Lighting power density calculations for the following applications can be used only for the specific application and cannot be trade between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted i the "Tradable Surfaces" section of this table. 5. May alternately use 2.5 watts per linear foot for each wall or surface length. 6. May alternately use 3.75 watts per linear foot for each wall or surface length. 7. May alternately use 5 watts per linear foot for each wall or surface length. 8. An additional 90 watts is allowed per additional ATM location. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Lighting Power Allowance Adjustments LTG -LPA 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address NorMed Date 2/11/2013 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15-1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft2. Carry the Adjusted LPA to the corresponding "Allowed Watts per ft2" location on LTG -SUM. Adjusted Lighting Power Allowances (Interior Location (floor plan/room #) Occupancy Description Allowed Watts per ft2'" Ceiling Height for this room Ceiling Height limit for this exception** Adjusted LPA Watts per ft2 A.2B.2/ 1005101 B 0.91 20.0 feet 9 feet ** From Table 15-1 based on exceptions listed in footnotes 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address NorMed Date 2/11/2013 The following information is in the 2009 Washington State necessary to check a Nonresidential Ene permit application for compliance with the lighting, motor, and transformer requirements gy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) 1513.1 Local control/access Schedule with type, indicate locations 1513.2 Area controls Maximum limit per switch 1513.3 Daylight zone control Schedule with type and features, indicate locations vertical glazing Indicate vertical glazing on plans overhead glazing Indicate overhead glazing on plans 1513.4 Display/exhib/special Indicate separate controls 1513.5 Exterior shut-off Schedule with type and features, indicate location (a) timer w/backup Indicate location (b) photocell. Indicate location 1513.6 Inter. auto shut-off Indicate location 1513.6.1 (a) occup. sensors Schedule with type and locations 1513.6.2 (b) auto. switches Schedule with type and features (back-up, override capability); Indicate size of zone on plans 1513.7 Hotel/motel controls Indicate location of room master controls 1513.8 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) 1514 Max. watts Indicate watts for each exit sign LIGHTING POWER ALLOWANCE (Section 1530-1532) 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) I1511 Elec motor efficiency IMECH-MOT or Equipment Schedule with hp, rpm, efficiency TRANSFORMERS (Section 1540) I1540 (Transformers 'Indicate size and efficiency I I If "no" is circled for any question, provide explanation: 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope Summary Zone 1 Non -Residential ENV -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address NorMed Date 1/8/2013 4320 S. 131st Place For Building Department Use FILE COPY Tukwila, WA 98124 Applicant Name: weaver Architects Applicant Address: 1411 4th Ave. Suite 810 Applicant Phone: Seattle WA 98101 Project Description ❑ New Building ['Addition Q Alteration ❑Change of Use Compliance Option ❑ Prescriptive Q Component Performance (See Decision Flowchart (over) for qualifications) ❑Seattle EnvStd ❑ Systems Analysis Occupancy Group 0 Nonresidential 0 Multifamily Residential Climate Zone 0 Climate Zone 1 0 Climate Zone 2 ( See WSEC 302.3 for county list) Fenestration Area Calculation Total Fenestration Electronic version: these values are automatically taken from ENV -UA. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Fenestration 885.0 - 5673.0 X 100 = 15.6% Semi -Heated Path 0 yes Allowable if project meets all requirements as defined in section 1310.2. Only allowed as prescriptive path and must be calculated separately from other conditioned spaces. Limited to Q no reduced wall insulation levels. Requires other fuel heating and qualifying thermostat. Envelope Requirements (enter values as applicable) Minimum Insulation R -values Roofs - Insulation Above Deck Vertical Fenestration Roofs - Metal Building Non -Metal Frame Roofs - Single Rafter Roofs - Attic and All Others Walls - Mass Entrance Door Walls - Metal Building Walls - Steel Framed Walls - Wood Framed and Other Skylights - With Curb Floors - Mass Floors - Steel Joist Floors - Wood Framed and Other Opaque Doors - Non -Swinging Maximum F -factors Slabs -on -Grade - Unheated Slabs -on -Grade - Heated Vertical Fenestration Notes: REVIEWED FOR CODE COMPLI3NCE APPROVE FEB 21 2013 City of Tukwila BUILDING DIVISION Envelope Requirements ( continued ) Maximum U -factors Vertical Fenestration Non -Metal Frame Metal Frame Entrance Door Skylights - Without Curb Skylights - With Curb Opaque Doors - Swinging Opaque Doors - Non -Swinging Maximum SHGC (or SC) Vertical Fenestration Non -North North Skylights RECEIVED CITU or rLttrv" 4 IJAN 0 8 2013 PERMIT CENTER tWr blL1 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope Summary (back)Zone 1 Non -Residential ENV -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Minimum Requirements for Prescriptive Option Use table to determine if project qualifies for the optional Prescriptive Option. All components must meet the stated Climate:ZoneOlin ate Zone li_ , Climate Zee Occupancy Group Nonresidential .. Reside"nhalfOther than Single.Family „ , • Nonresidential ' ?Residen'tiai Single Opaque Elements Insulation Min. R -Value Roofs Insulation Entirely above Deck R-30 c.i. R-38 c.i. R-38 c.i. R-3 Metal Building R-25 + R-11 Ls R-25 + R-11 Ls R-25 + R-11 Ls R-25 + Single -Rafter R-38 R-38 R-38 R Attic and Other R-38 adv or R-49 R-38 adv or R-49 R-38 adv or R-49 R-38 ad Walls, Above -grade Mass R-5.7 c.i.1 R-11.4 c,i. ' R-7.6 c.i. R-13 Metal Building R-13 + R-7.5 c.i. R-19 + R-8.5 c.i. R-13 + R-7.5 c.i. R-19 + Steel Framed R-13 + R-7.5c.i. R-19 + R-8.5 c.i. R-13 + R-7.5 c.i. R-19 + Wood Framed and Other R-21 R-13 + R- 6 c.i. R-13 + R-7.5 c.i., or R-21 + R-2.5 c.i. R-21 + Below Grade Wall Same as above grade Same as above grade Floors Mass R-30 c.i. R-30 c.i. R-30 c.i. R-3 Steel Joist R-38 + R-4 c.i. R-38 + R-4 c.i. R-38 + R-4 c.i. R-38.0 - Wood Framed and Other R-30 R-30 R-30 R Slab -On -Grade Floors Unheated R-10 for 24 in. (with thermal break) R-10 for 24 in. (with thermal break). R-10 for 24 in. (with thermal break) R-10 for therma Heated R-10 c.i.(with thermal break) R-10 c.i. (with thermal break) R-10 c.i. (with thermal break) R-10 c.i. O bn Opaque Doors Maximum U -Factor Swinging U-0.600 U-0.400 U-0.600 U -C Non -Swinging U-0.600 U-0.400 U-0.600 U -C Fenestration 0-40%'of Wall _ Aiseinbly Maximum U=facto%(NFRCIRated) t' -R%' i, Vertical Fenestration Nonmetal framing U-0.32 U-0.32 U-0.32 U-1 Metal framing U-0.40 U-0.40 U -0.4p0 U-1 Entrance doors U-0.60 U-0.60 U-0.60 U-1 Skylights Without curb (i.e. sloped U-0.50 U-0.50 U-0.50 U-1 With curb (i.e. individual unit U-0.60 U-0.60 U-0.60 U-1 Fenestration 0,40%of)Wall -.:<.' , tom_ '..i.;::-.-.!,; .--.- "f•:`, , Assembly?MaximumSHGOFactor; a j~.:;, , Vertical Fenestration SHGC-0.40 all, OR SHGC-0.45 all PLUS permanent PF > 0.50 on west, south, east No Requirement SHGC-0.40 all, OR SHGC-0.45 all PLUS permanent PF > 0.50 on west, south, east No Requirer Skylights SHGC-0.35 SHGC-0.35 SHGC-0.35 SHGC-0.35 The following definitions apply: c.i. = continuous insulation, Ls = liner system (see definitions) Footnote 1: Zone 1, nonresidential walls may be ASTM C90 concrete block walls, ungrouted or partially grouted at 32 inches or less on ce vertically and 48 inches or less on center horizontally, with ungrouted cores filled with material having a maximum thermal conductivity < Btu-in/h•ft2•°F. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope UA Calculations Zone 1 Non -Residential ENV -UA 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address NorMed Date 01/08/2013 Occupancy Group 0 Nonresidential 0 Multifamily residential Clear For Building Department Use Climate Zone 0 Zone 1 0 Zone 2 Fenestration Area as % gross exterior wall area 15.6% Max. Target: 40.0% Notes: 1: If fenestration area exceeds maximum allowed, then calculate adjusted areas on Target Area Adjustment sheet on the backside of the ENV-SHGC form. 2: U -factors shall come from chapter 10 or calculated per 1332. See the ENV -CHK worksheet for example of how to complete the rows on this form. Building Component Provide assembly ID & page/plan # for each bldg. element Proposed UA U -factor x Area (A) = UA (U x A) Target UA U -factor x Area (A) = UA (U x A) Roofs ami o R= see ID: Existing R-12 above, R-15 & R-38 below R= Sheet ID: Mezzanine floor, R-38 R= G. 0.3 ID: Metal deck, R-38 0.015 0.025 0.025 2612 813 183 39.2 20.3 4.6 0.034 3608 122.7 Above Deck Insulation U-0.034 -o m 2 R= ID: R= ID: R= ID: 0.031 Metal Building U-0.031 Other R= ID: R= ID: R= ID: 0.027 Single raft, attic, other U-0.027 Opaque Walls - Above Metal Frm I R= ID: R= ID: R= ID: R= ID: 0.064 Steel frame/metal bldg U-0.064 0 Vo t R= see ID: 2x6 wall w/ R-23 assembly R= sheet ID: 2x8 w/ R-28 assembly R= G. 0.3 ID: 2x6 furred wall w/ R-38 R= ID: 2x6 furred wall w/ R-23 R= ID: rigid insulation at furred walls 0.050 0.032 0.049 0.036 0.050 2559 602 312 1303 82 128.0 19.3 15.3 46.9 4.1 0.057 4858 276.9 Wood Frame, other U-0.057 h 2R= 2 R= ID: R= ID: ID: R= ID: Proposed assembly U -factor from Tables 10-5 thru 10-5B 0.150 Mass Wall U-0.150 Below Grade Walls R= ID: R= ID: R= ID: Proposed assembly U -factor from Tables 10-5 thru 10-5B. Do NOT use Table 10-1. 0.150 Assumed to be Mass Wall U-0.150 Opaque Doors U= 0.600 ID: New insulated Doors U= ID: U= ID: 0.400 105 42.0 0.60 105 63.0 All Doors U-0.60 y) $ LL R= ID: R= ID: R= ID: 0.029 Floors U-0.029 F -factor x Perimeter = UA(U x A) F -factor x Perimeter = UA (U x A) Slab -on -grade Unheated, R= Table ID: Existing insulated slab on grade R=10.2 ID: R= ID: 0.540 131 70.7 0.540 131 70.7 Slab -On -Grade U-0.540 Heated R= ID: R= ID: Proposed assembly F -factors can use the unheated values in Table 10-2 0.360 Heated Slab -On -Grade U-0.360 w th UU v l eU t 0.1s5 rather Than (able 110-oo 510 values�ansmust clearly state footnote requirements. Page 1 Subtotal Area UA 8702 390 Area UA 8702 1 533 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope UA, continued. Zone 1 Non -Residential ENV -UA Project Address NorMed Date 01/08/2013 8702 Fenestration Area as % gross exterior wall area 15.6% Max. Target: 40.0% For Building Department Use Notes: 1: If fenestration area exceeds maximum allowed, then calculate adjusted areas on Target Area Adjustment sheet on the backside of the ENV-SHGC form. 2: Provide NFRC or Table 10-6 U -factor (See Section 1312.1) for fenestration assemby (combined See the ENV -CHK worksheet for example of how to complete the rows on this form. Building Component Provide assembly ID & page/plan # for each bldg. element Proposed UA U -factor x Area (A) = UA (U x A; Target UA U -factor x Area (A) = UA (U x A) Vertical Fenestration 'Metal Frame U= 0.600 ID: Existing storefront windows 0.60 0.35 630 32 378.0 11.2 0.40 662 264.8 U= ID: new interior sliding window U= ID: U= ID: Metal Frame U-0.40 Non -Metal U= ID: U= ID: U= ID: U= ID: 0.32 Non -Metal Frame U-0.32 [Mtl entrance U= 0.600 ID: Existing Entrance Door U= ID: U= ID: U= ID: 0.60 48 28.8 0.60 48 28.8 Metal Entance Door U-0.60 ights No Curb U= 0.600 ID: Existing sloped skylights U= ID: U= ID: U= ID: 0.60 175 105.0 0.50 175 87.5 Without Curb U-0.50 Skyl I With Curb U= ID: U= ID: U= ID: U= ID: 0.60 Including Curb U-0.60 Page 2 Subtotal Page 1 Subtotal To comply: Total 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. Area UA 885 523 8702 390 9587 913 Area UA 885 381 8702 533 9587 914 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily SHGC Calculation Zone 1 Non -Residential ENV-SHGC 2009 Washington State Enemy Code Compliance Forms for Nonresidential and Multifamij Residential Revised December 2010 Project Address NorMed Date 01/08/2013 Fenestration Area as % gross exterior wall area 15.6% Prop 40% Max.Target For Building Department Use Prescriptive PF Credit 0 Yes 0 No Vertical North Facing Credit (1323.3 Exp. 2) 0 Yes 0 No Notes: To comply the Proposed total SHGC x A for all fenestration (vertical & skylights) shall not exceed Target total SHGC x A. If the north facing credit is used then the north and non -north must comply separately with skylights being included with the non -north vertical fenestration. Skylights Proposed SHGC List ID & page #, NFRC or glass only SHGC* x Area (A) = SHGC x P Target SHGC SHGC x Area (A) = SHGC x A ID: Existing Skylights ID: ID: ID: ID: 175 0.35 175 61.3 Criteria SHGC All 0.35 * Note: Manufacturer's SC may be used in lieu of SHGC. Totals Nonresidential compliance is based upon combined skylight and vertical 175.0 Totals 175.0 61.3 fenestration performance. Residential compliance is based upon skylight only. All Non -North Vertical Fenestration++ Proposed SHGC List ID & page #, NFRC or glass only SHGC+ PF PF* Adjusted x Area (A) = SHGC x P Mult SHGC Target SHGC SHGC x Area (A) = SHGC x A ID: Existing Exterior Windows 1.00 630 0.40 710 284.0 ID: New interior window (not relevent) 80 Criteria SHGC ID: All 0.40 ID: Prescriptive PF 0.45 ID: i�rescrpt P 0.45 0.50 ID: ID: ID: ID: ID: ++Note: If projection factors or north vertical glazing credit are used Totals then vertical fenestration must be entered according to orientation. If 710.0 Totals 710.0 284.0 Total 345.3 neither are used then ventical fenestration can be entered in either section. Non -North + Note: Manufacturer's SC may be used in lieu of SHGC. Fenestration that separates conditioned space from a non -conditioned or semi -conditioned space shall be listed here with a proposed SHGC equal to the target value. * Note: Multipliers only apply if prescriptive PF credit not used. North Vertical Fenestration++ Proposed SHGC List ID & page #, NFRC or glass only SHGC+ PF PF* Adjusted x Area (A) = SHGC x P Mult SHGC Target SHGC SHGC x Area (A) = SHGC x A ID: ID: Criteria Mixed North ID: Orientation Separate ID: All Q,40 045 , ;, ID: i�rescrpt P 0.45 0.50 ID: North Total For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A. If north glazing credit is used then north facing vertical fenestration must comply separately from non -north vertical fenestration and skylights. Grand Total Area SHGC x A 885.0 Grand Total Area SHGC x A 885.0 345.3 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Target Area Adjustment Calculations 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December2010 Project Address NorMed Date 01/08/2013 lt the total fenestration area as a % of gross exterior w all area (calculated on ENV -SUM) exceeds the maximum allow ed in Table 13-1, then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. SKY= Skylight. Refered to as overhead glazing in WSEC 1333 & 1334 and equations 13-1 & 13-2. VF = vertical fenestration. Refered to as vertical glazing in WSEC 1333 & 1334 and equations 13-1 & 13-2. NW = net w all (excludes fenestration, BG, and doors.) DBG = Doors and below grade w all. Total Fenestration = SKY + VF. Gross Exterior Wall Area= VF+NM( + DBG Fenestration -> Opaque -> Gross Exterior Wall Area Roposed Areas Above Grade Walls Doors & BG Walls SKY= 175.0 VF= 710.0 . 0 NW= 4858.0 DBG= 105.0 5673.0 Total Fenestration 885.0 Total Fenestration 885.0 X Net AG Wall Area 4858.0 Max Fenestration % (Table 13-1) 40.0% 100 Maximum Target Fenestration Area 2269.2 Maximum Target Excess Fenestration 2269.2 -1384.2 0 II lesser -1384.2 Excess Fenestration Excess Fenestration / Target Fenestration Excess Fenestration 885.0 Target Net Wall Area 4858.0 Vertical Fenestration Proposed Area metal frame non-metal frame metal entrance Skylight w ithout curb with curb 662.0 48.0 Proposed Area 175.0 AG Wall Roposed Area Steel Frame/metal Wood/Other frame Mass Sum of Proposed SHGC Calculation Skylights (all) Non -North Vertical Fenestration North Vertical Fenestration 4858.0 5743.0 Roposed Area 175.0 710.0 X X X X X X X X X X X Total Fenestration 885.0 Net Wall 4858.0 Target VF Mult. 1.00 1.00 Target VF Mult. 1.00 Target Net Wall Mult 1.00 Target VF Multiplier 1.00 Target Net Wall Mutt. Sum of Target Target VF Mult. 1.00 1.00 1.00 Target Area 662.0 48.0 Target Area ' 175.0 Target Area 4858.0 Target Area Apply to all Roposed Fenestration Areas to get Target Fenestration Area Apply to all Roposed Opaque AG Wall Areas to get Target Area Target areas in shaded boxes shall be used as target areas on BW -UA. Sum of Roposed must equal Sum of Target. 17.5. b 710:0'" SHGC target areas in shaded boxes shall be entered as target areas an BW-SHGC 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Building Permit Plans Checklist ENV -CHK Forms for Nonresidential and Multifamily Residential Revised December 2010 2009 Washington State Energy Code Compliance Project Address Norbled 'Date 1/8/2013 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington- State Nonresidential Energy Code. Applicability (yes,no,na) Code Section Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301-1314) 1301 Scope Unconditioned spaces identified on plans if allowed 1310.2 Semi -heated spaces Semi -heated spaces identified on plans if allowed 1310.3 Cold Storage / refrigerate All refrigerated spaces identified on plans. ENV-RFG completed. 1311 Insulation 1311.1 General installation Indicate installation nethod, densities and clearances to achieve intended R -value of all insulation materials 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts 1311.3 Wall insulation Indicate R -value and framing material on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; Indicate mass of masonry walls if mass wall claimed Indicate loose -fill core insulation for masonry walls as necessary Indicate frequency of grouted cores and bond beams as necessary 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents. 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36' from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official 1312 Glazing and doors Provide calculation of vertical and overhead glazing area as percent of gross wall area 1312.1 U -factors Indicate glazing and door U -factors on glazing and door schedule (provide area -weighted calculations as necessary); Indicate if values are NFRC or default, if default then specify frame type, glazing layers, gapwidth, low -e coatings, gas filling 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area -weighted calculations by orientation as necessary) 1313 Moisture control 1313.1 Vapor retarders Indicate vapor retarders applied to wane side of insulation 1313.2 Roof/ceiling vap.ret. Indicate vapor retarder on roof section; or list exception Indicate vap. retard. with sealed seams for non -wood structure 1313.3 Wall vapor retarder Indicate vapor retarder on wall section 1313.4 Floor vapor retarder Indicate vapor retarder on floor section 1313.5 Crawl space vap. ret. Indicate required grade ground cover with required overlapping. 1314 Air leakage 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping 1314.2 Glazing/door sealing Specify maximum air leakage rates for fenestration and door products 1314.3 Assemb. as ducts indicate sealing, caulking and gasketing 1314.4 Recessed Lighting Fudun Indicate IC rating, ASTM E283 cert., and gasketing or caulking to ceiling 1314.5 Loading Dock Seal Indicate weatherseal at cargo and loading dock doors 1314.6 Continuous Air Barrier Indicate air barrier sealing on all roof, wall & floor details Indicate leakage testing method. Provide testing results to building official. Max. leakage of 0.40 cfm/R2 at 0.3 inch w.g. PRESCRIPTIVE PERFORMANCE Sections 1320-1323) ENV -SUM Form Completed and attached. 1323 Glazing Indicate number of glazing panes and location of emissivity coating or exception taken COMPONENT PERFORMANCE (Sections 1330-1338) I ENV -SUM, ENV -UA, & ENV-SHGC Forms Completed and attached. If "no" is shown for any question, provide explanation: 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily ENV -UA INSTRUCTIONS & EXAMPLES ENV -CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Revised December 2010 FENESTRATION, SKYLIGHTS, & DOORS: Per Energy Code Section 1312.1, • U -factors shall be "determined, certified, and labeled in accordance with RS -31 by a certified independent agency licensed by the National Fenestration Rating Council (NFRC)." If using this approach, provide manufacturer, model number and NFRC rating on the drawings. • "Unlabeled glazing and doors shall be assigned the default U -factor in Table 10-6.". If using this approach, provide all glazing characteristics on the drawings: list number of glazing layers, gap width, low -e coating, gas fill, frame material, thermal break details per footnote 2 to Table 10-6B. OPAQUE ASSEMBLIES: Per Energy Code Section 1332, • "The U factors for typical construction assemblies are included in Chapter 10. These values shall be used for all calculations." For example: see Table 10-5A for metal stud walls and metal building walls/roofs, see Table 10-7A to E for steel truss ceilings, etc. FURTHER INFORMATION: Refer to the Northwest Energy Efficiency Council website at: www.neec.org Below are examples of how the Component Information on ENV -UA -1 are to be completed Building Component List ID & page #, code table # or calculation page # Proposed UA U -factor x Area (A) Typical Example Roofs Other R= 38 ID: R1/Al . 5, T.10-7 default 0.031 532 R-38 blown -in attic insulation per default Deck R= 40 ID: R2/A1.5, T.10 -7G default 0.025 9885 R-40 uniform thickness rigid insulation per default Walls Opaque R=13+7.5 ID:Wl/A1.6, T.10 -5A(1) default R=5 ID: W2/A1.6, T.10 -5B (2) default R= ID: R= ID: 0.064 7587 0.157 923 R-13 cavity + R-7.5 rigid ins. over metal studs per default R-5 rigid ins. at edge of intermediate concrete floors per def 0 m R= 11 ID: W4/A1.6, T.10-5 (1) default R= ID: 0.094 512 R-11 cavity ins. between wood studs on conc. wall per def. Doors U=0.6 ID: Dl/A1.3, T.10-6 default U= 1.2 ID: D2/A1.3, T.10-6 default 0.60 120 1.20 40 Non-NFRC fire -rated exit door per default Non-NFRC warehouse door per default Floors and Slabs Floor R= 30 ID: F1/A1.7 , T.10 -4A default R= ID: 0.031 10417 R-30 continuous ins. under concrete floor slab per default Slab R= 10 ID: F2/A1.7 , T.10-2 default 0.700 612 R-10 slab edge ins. for 2 feet without thermal break per def. Fenestration and Skylights _ i4 E ID:W1/A1.3, NERC certified ID: W2/A1.3, T. 10-6 default ID: W3/A1.3, T.10-6 default ID: W3/A7.3, T.10-6 default 0.36 12307 0.50 5240 0.65 282 0.78 282 Curtainwallrated,certified,andlabeledperNFRC Non-NFRC curtainwall, 2 layer, 0.05emis, argon, TB, fixed Non-NFRC curtainwall, 2 layer, 0.05emis fixed Non-NFRC curtainwall, 2 layer, 0.05emis operable >;c -- Y Nll ID: 31/A1.3 , NFRC certified ID: 52/A1.3, T.10-6 default 0.50 453 0.78 118 Sloped glazing rated, certified, and labeled per NFRC Non-NFRC atrium sloped glazing, 2 layer, 0.05 emis., fixed FILE COPY Permit No. Print Screening 115 Flammable Items Item Silk Screen Paint Lacquer Thinner Paint Thinner Items are stored in: Justrite Flammable Liquid Cabinet Rated: NFPA Code 30 MSDS Sheets are attached. NorMed-Shaw Partnership Alic3V-71viti Amount 10 gal + 15 qt 1 gal 1 gal REVIEWED FOR CODE COMPLIANCE APPROVED FEB 21 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF 791 'WI, 4 IJAN 08 2013 PERMIT CENTEP, Product Code: Product Name: Manufacturer Information Company Name: Phone Number: Emergency Contact: Information: Web site address: Preparer Name: Synonyms CKPT94402, DKPT94403, EKPT94401, GKPT94002, GKPT94002P, GKPT94400, GPT1KS, QKPT94003, QKPT94203, QPT1KS, QPT720, QKPC94001, GKPT94002L, QKPC94001L, QKPT94003L 2. Composition/Information on Ingredients MATERIAL SAFETY DATA SHEET Paint Thinner HEALTH * 1 FLAMMABILITY 2 PHYSICAL HAZ. 0 PPE C 1. Product and Company Identification 1677.8 Paint Thinner Page: 1 Printed: 12/31/2008 Revision: 11/13/2008 Supercedes Revision: 09/25/2008 Date Created: 11/09/2005 W. M. Barr 2105 Channel Avenue Memphis, TN 38113 (901)775-0100 3E 24 Hour Emergency Contact (800)451-8346 W.M. Barr Customer Service (800)398-3892 www.wmbarr.com W.M. Barr and Company, Inc. (901)775-0100 Hazardous Components (Chemical Name) 1. Stoddard solvent {Mineral spirits; Aliphatic Petroleum Distillates; White spirits} CAS # Concentration OSHA PEL ACGIH TWA ACGIH STEL 8052-41-3 95.0 -100.0 % 500 ppm 100 ppm 250 ppm 3. Hazards Identification Emergency Overview Caution! Combustible. Keep away from heat, sparks, flame and all other sources of ignition. Vapors may cause fire. Vapors may travel long distances to other areas and rooms away from work site. Do not smoke. Extinguish all flames and pilot lights, and turn off stoves, heaters, electric motors and all other sources of ignition anywhere in the structure, dwelling or building during use and until all vapors are gone from work site and all areas away from work site. Keep away from electrical outlets and switches. Beware of static electricity that may be generated by synthetic clothing and other sources. OSHA Regulatory Status: This material is classified as hazardous under OSHA regulations. Potential Health Effects (Acute and Chronic) Inhalation Acute Exposure Effects: May cause dizziness; headache; watering of eyes; eye irritation; weakness; nausea; muscle twitches, and depression of central nervous system. Severe overexposure may cause convulsions; unconsciousness; and death. Intentional misuse of this product by deliberately concentrating and inhaling can be harmful or fatal. Skin Contact Acute Exposure Effects: May cause irritation; numbness in the fingers and arms; drying of skin; and dermatitis. May cause increased severity of symptoms listed under inhalation. Eye Contact Acute Exposure Effects: This material is an eye irritant. May cause irritation; burns; conjunctivitis of eyes; and corneal ulcerations of the eye. Vapors may irritate eyes. Ingestion Acute Exposure Effects: Licensed to W.M. Barr and Company ANSI Z400.1 Format MATERIAL SAFETY DATA SHEET Paint Thinner Page: 2 Printed: 12/31/2008 Revision: 11/13/2008 Supercedes Revision: 09/25/2008 Harmful or fatal if swallowed. May cause nausea; weakness; muscle twitches; gastrointestinal irritation; and diarrhea. Severe overexposure may cause convulsions; unconsciousness; and death. Chronic Exposure Effects: Reports have associated repeated and prolonged overexposure to solvents with neurological and other physiological damage. Prolonged or repeated contact may cause dermatitis. May cause jaundice; bone marrow damage; liver damage; anemia; and skin irritation. Signs and Symptoms Of Exposure Inhalation, ingestion, and dermal are possible routes of exposure. Medical Conditions Generally Aggravated By Exposure Diseases of the skin, eyes, liver, kidneys, central nervous system and respiratory system. 4. First Aid Measures Emergency and First Aid Procedures Inhalation: If user experiences breathing difficulty, move to air free of vapors, Administer oxygen or artificial medical assistance can be rendered. Skin Contact: Wash with soap and large quantities of water and seek medical attention if irritation from contact persists. Eye Contact: Flush with large quantities of water for at least 15 minutes and seek immediate medical attention. Ingestion: Do not induce vomiting. Call your local poison control center, hospital emergency room or physician immediately for instructions to induce vomiting. If spontaneous vomiting is about to occur,place victim's head below knees. If victim is drowsy or unconscious, place on the left side with head down. Never give anything by mouth to a person who is not fully conscious. Do not leave victim unattended. Seek medical attention immediately. Note to Physician Call your local poison control center for further information. Inhalation: Inhalation overexposure can produce toxic effects. Monitor for respiratory distress. If cough or difficulty in breathing develops, evaluate for upper respiratory tract inflammation, bronchitis, and pneumonitis. Administer supplemental oxygen with assisted ventilation as required. Ingestion: If ingested, this material presents a significant aspiration and chemical pneumonitis hazard. Induction of emesis is not recommended. Consider activated charcoal and/or gastric lavage. If patient is obtunded, protect the airway by cuffed endotracheal intubation or by placement of the body in a Trendelenburg and left lateral decubitus position. Flammability Classification: Flash Pt: Explosive Limits: Autoignition Pt: 5. Fire Fighting Measures Class i1 >= 101.00 F Method Used: Setaflash Closed Cup (Rapid Setaflash) LEL: — 0.5 % UEL: -- 6 % 446.00 F Licensed to W.M. Barr and Company ANSI Z400.1 Format MATERIAL SAFETY DATA SHEET Paint Thinner Page: 3 Printed: 12/31/2008 Revision: 11/13/2008 Supercedes Revision: 09/25/2008 Fire Fighting Instructions Self-contained respiratory protection should be provided for fire fighters fighting fires in buildings or confined areas. Storage containers exposed to fire should be kept cool with water spray to prevent pressure build-up. Stay away from heads of containers that have been exposed to intense heat or flame. Flammable Properties and Hazards Combustible Liquid. Hazardous Combustion Products Carbon dioxide, carbon monoxide, smoke, fumes, and/or unburned hydrocarbons. Extinguishing Media Use carbon dioxide, dry powder, or foam. Unsuitable Extinguishing Media No data available. 6. Accidental Release Measures Steps To Be Taken In Case Material Is Released Or Spilled Clean up: Keep unnecessary people away; isolate hazard area and deny entry. Stay upwind, out of low areas, and ventilate closed spaces before entering. Shut off ignition sources; keep flares, smoking or flames out of hazard area. Small spills: Take up with sand, earth or other noncombustible absorbent material and place in a plastic container where applicable. Large spills: Dike far ahead of spill for later disposal. Waste Disposal: Dispose in accordance with applicable local, state and federal regulations. 7. Handling and Storage Precautions To Be Taken in Handling Read carefully all cautions and directions on product label before use. Since empty container retains residue, follow all label warnings even after container is empty. Dispose of empty container according to all regulations. Do not reuse this container. A static electrical charge can accumulate when this material is flowing through pipes, nozzles or filters, and when it is agitated. A static spark discharge can ignite accumulated vapors particularly during dry weather conditions. Always use proper bonding and grounding procedures. Precautions To Be Taken in Storing Keep container tightly closed when not in use. Store in a cool, dry place. Do not store near flames or at elevated temperatures. Licensed to W.M. Barr and Company ANSI Z400.1 Format MATERIAL SAFETY DATA SHEET Paint Thinner Page: 4 Printed: 12/31/2008 Revision: 11/13/2008 Supercedes Revision: 09/25/2008 8. Exposure Controls/Personal Protection Respiratory Equipment (Specify Type) For OSHA controlled work place and other regular users. Use only with adequate ventilation under engineered air control systems designed to prevent exceeding appropriate TLV. For occasional use, where engineered air control is not feasible, use properly maintained and properly fitted NIOSH approved respirator for organic solvent vapors. A dust mask does not provide protection against vapors. Eye Protection Safety glasses, goggles or face shields are recommended to safeguard against potential eye contact, irritation, or injury. Contact lenses should not be worn while working with chemicals. Protective Gloves Wear impermeable gloves. Gloves contaminated with product should be discarded. Promptly remove clothing that becomes soiled with product. Other Protective Clothing Various application methods can dictate use of additional protective safety equipment, such as impermeable aprons, etc., to minimize exposure. Before reuse, thoroughly clean any clothing or protective equipment that has been contaminated by prior use. Discard any clothing or other protective equipment that cannot be decontaminated, such as gloves or shoes. Engineering Controls (Ventilation etc.) Use only with adequate ventilation to prevent build-up of vapors. Open all windows and doors. Use only with a cross ventilation of moving fresh air across the work area. If strong odor is noticed or you experience slight dizziness, headache, nausea, or eye -watering - Stop - ventilation is inadequate. Leave area immediately. Work/Hygienic/Maintenance Practices A source of clean water should be available in the work area for flushing eyes and skin. Do not eat, drink, or smoke in the work area. Wash hands thoroughly after use. 9. Physical and Chemical Properties Physical States: Melting Point: Boiling Point: Autoignition Pt: Flash Pt: Explosive Limits: Specific Gravity (Water = 1): Vapor Pressure (vs. Air or mm Hg): Vapor Density (vs. Air = 1): Evaporation Rate (vs Butyl Acetate=1): Solubility in Water: Solubility Notes Very slightly soluble in cold w Percent Volatile: VOC / Volume: Corrosion Rate: pH: Appearance and Odor Water White / Free and Clear [ ] Gas [ X ] Liquid [ ] Solid No data. 298.00 F - 400.00 F 446.00 F >= 101.00 F Method Used: Setaflash Closed Cup (Rapid Setaflash) LEL: — 0.5 % UEL: — 6 % 0.78 0.22 MM HG at 68.0 F 4.7 No data. No data. a ter. 100.0 % by weight. 784.0000 G/L No data. No data. Licensed to W.M. Barr and Company ANSI Z400.1 Format MATERIAL SAFETY DATA SHEET Paint Thinner Page: 5 Printed: 12/31/2008 Revision: 11/13/2008 Supercedes Revision: 09/25/2008 10. Stability and Reactivity Stability: Unstable [ ] Stable [ X ] Conditions To Avoid - Instability No data available. Incompatibility - Materials To Avoid Incompatible with strong acids, alkalies, and oxidizers such as liquid chlorine and oxygen. Hazardous Decomposition Or Byproducts Decomposition may produce carbon monoxide and carbon dioxide. Hazardous Polymerization: Will occur [ ] Conditions To Avoid - Hazardous Polymerization No data available. Will not occur [ X ] 11. Toxicological Information No data available. Carcinogenicity/Other Information No data available. Hazardous Components (Chemical Name) CAS # NTP 1. Stoddard solvent {Mineral spirits; Aliphatic 8052-41-3 n.a. Petroleum Distillates; White spirits} No data available. IARC n.a. 12. Ecological Information 13. Disposal Considerations Waste Disposal Method Dispose in accordance with federal, state, and local regulations. 14. Transport Information LAND TRANSPORT (US DOT) DOT Proper Shipping Name Paint Related Material, Not Regulated Additional Transport Information For D.O.T. information, contact W.M. Barr Technical Services at 1-800-398-3892. ACGIH OSHA n.a. n.a. The supplier may apply one of the following exceptions: Combustible Liquid, Consumer Commodity, Limited Quantity, Viscous Liquid, Does Not Sustain Combustion, or others, as allowed under 49CFR Hazmat Regulations. Please consult 49CFR Subchapter C to ensure that subsequent shipments comply with these exceptions. 15. Regulatory Information US EPA SARA Title III Hazardous Components (Chemical Name) CAS # Sec.302 (EHS) Sec.304 RQ Sec.313 (TRI) Sec.110 1. Stoddard solvent {Mineral spirits; Aliphatic 8052-41-3 No No No No Petroleum Distillates; White spirits} SARA (Superfund Amendments and Reauthorization Act of 1986) Lists: Sec.302: EPA SARA Title III Section 302 Extremely Hazardous Chemical with TPQ. * indicates 10000 LB TPQ if not volatile. Sec.304: EPA SARA Title III Section 304: CERCLA Reportable + Sec.302 with Reportable Quantity. ** indicates statutory RQ. Sec.313: EPA SARA Title III Section 313 Toxic Release Inventory. Note: -Cat indicates a member of a chemical category. Licensed to W.M. Barr and Company ANSI Z400.1 Format MATERIAL SAFETY DATA SHEET Paint Thinner Page: 6 Printed: 12/31/2008 Revision: 11/13/2008 Supercedes Revision: 09/25/2008 Sec.110: EPA SARA 110 Superfund Site Priority Contaminant List EPA Hazard Categories: This material meets the EPA 'Hazard Categories' defined for SARA Title III Sections 311/312 as indicated: [X] Yes [ ] No Acute (immediate) Health Hazard [X] Yes [ ] No Chronic (delayed) Health Hazard [ ] Yes [X] No Fire Hazard [ ] Yes [X] No Sudden Release of Pressure Hazard [ ] Yes [X] No Reactive Hazard 16. Other Information Company Policy or Disclaimer The information contained herein is presented in good faith and believed to be accurate as of the effective date shown above. This information is furnished without warranty of any kind. Employers should use this information only as a supplement to other information gathered by them and must make independent determination of suitability and completeness of information from all sources to assure proper use of these materials and the safety and health of employees. Any use of this data and information must be determined by the user to be in accordance with applicable federal, state and local laws and regulations. Licensed to W.M. Barr and Company ANSI Z400.1 Format Product Code: Product Name: Manufacturer Information Company Name: Phone Number: Emergency Contact: Information: Web site address: Preparer Name: Intended Use: Synonyms GML170, QML170, CML170, QML170L, DML170, GML170P, GML17OPTEMP, G17024, PA12782, Q17014 2. Hazards Identification SAFETY DATA SHEET Page: 1 Lacquer Thinner HEALTH * 2 FLAMMABILITY 3 PHYSICAL 1 PPE X 1. Product and Company Identification 1605.48 Lacquer Thinner W. M. Barr 2105 Channel Avenue Memphis, TN 38113 (901)775-0100 3E 24 Hour Emergency Contact W.M. Barr Customer Service www.wmbarr.com W.M. Barr EHS Dept Paint thinning Printed: 07/24/2012 Revision: 06/08/2011 Supercedes Revision: 05/21/2009 (800)451-8346 (800)398-3892 (901)775-0100 GHS Classification GHS Hazard Phrases No data available. GHS Precaution Phrases No data available. GHS Response Phrases No data available. GHS Storage and Disposal Phrases No data available. Potential Health Effects (Acute and Chronic) Inhalation Acute Exposure Effects: Vapor harmful. May cause dizziness; headache; watering of eyes; irritation of respiratory tract; weakness; drowsiness; nausea; numbness in fingers, arms and legs; depression of central nervous system; loss of appetite; fatigue; hallucinations; light headedness; visual disturbances; giddiness and intoxication; sleepiness; cough and dyspnea; cold, clammy extremities; diarrhea; vomiting; dilation of pupils; spotted vision. Severe overexposure may cause convulsions; unconsciousness; coma; and death. Intentional misuse of this product by deliberately concentrating and inhaling canbe harmful or fatal. Skin Contact Acute Exposure Effects: May be absorbed through the skin. May cause irritation; numbness in the fmgers and arms; drying of skin; and dermatitis. May cause increased severity of symptoms listed under inhalation. Eye Contact Acute Exposure Effects: This material is an eye irritant. May cause irritation; burns; conjunctivitis of eyes; and corneal ulcerations of the eye. Vapors may irritate eyes. Licensed to W.M. Barr and Company GHS format SAFETY DATA SHEET Lacquer Thinner Page2 Printed: 07/24/2012 Revision: 06/08/2011 ' Supercedes Revision: 05/21/2009 Ingestion Acute Exposure Effects: Poison. Cannot be made non-poisonous. Maybe fatal or cause blindness. May cause dizziness; headache; nausea; vomiting; burning sensation in mouth, throat, and stomach; loss of coordination; depression of the central nervous system; narcosis; stupor; gastrointestinal irritation; liver, kidney, and heart damage; diarrhea; loss of appetite; coma and death. May produce symptoms listed under inhalation. Chronic Exposure Effects: Reports have associated repeated and prolonged overexposure to solvents with neurological and other physiological damage. Prolonged or repeated contact may cause dermatitis. Prolonged skin contact may result in absorption of a harmful amount of this material. May cause conjunctivitis; gastric disturbances; insomnia; dizziness; headache; weakness; fatigue; nausea; heart palpitations; skin irritation; numbness in hands and feet; permanent central nervous system changes; some loss of memory; pancreatic damage; giddiness; visual impairment or blindness; kidney or liver damage; and death. May cause symptoms listed under inhalation. Target Organs: Central Nervous System, Liver, Kidney, Heart, Stomach, Respiratory System Primary Routes of Entry: Inhalation, Ingestion, Skin Absorption Medical Conditions Generally Aggravated By Exposure Diseases of the skin, eyes, liver, kidneys, central nervous system and respiratory system. OSHA Regulatory Status: This material is classified as hazardous under OSHA regulations. 3. Composition/Information on Ingredients Hazardous Components (Chemical Name) 1. Methanol {Methyl alcohol; Carbinol; Wood alcohol} 2. Toluene {Benzene, Methyl-; Toluol} 3. Acetone {2-Propanone} 4. Ethanol, 2-Butoxy- {Ethylene glycol n -butyl ether, (a glycol ether)} 5. Acetic acid, ethyl ester {Ethyl acetate} 6. Light aliphatic solvent naphtha (petroleum) CAS # Concentration 67-56-1 15.0 -40.0 % 108-88-3 1.0 -5.0 % 67-64-1 10.0 -30.0 % 111-76-2 1.0 -5.0 % 141-78-6 7.0 -13.0 % 64742-89-8 15.0 -40.0 % 4. First Aid Measures Emergency and First Aid Procedures Skin: Immediately begin washing the skin thoroughly with large amounts of water and mild soap, if available, while. removing contaminated clothing. Seek medical attention if irritation persists. Eyes: Immediately begin to flush eyes with water, remove any contact lens. Continue to flush the eyes for at least 15 minutes, then seek immediate medical attention. Inhalation: Remove to fresh air. If not breathing, give artificial respiration. If breathing is difficult, give oxygen. Get immediate medical attention. Ingestion: If swallowed, do not induce vomiting. Seek immediate medical attention. Call a physician, hospital emergency room, or poison control center immediately. Never give anything by mouth to an unconscious person. Licensed to W.M. Barr and Company GHS format SAFETY DATA SHEET Lacquer Thinner Page: 3 Printed: 07/24/2012 Revision: 06/08/2011 Supercedes Revision: 05/21/2009 Note to Physician Poison. This product contains methanol. Methanol is metabolized to formaldehyde and formic acid. These metabolites may cause metabolic acidosis, visual disturbances and blindness. Since metabolism is required for these toxic symptoms, their onset may be delayed from 6 to 30 hours following ingestion. Ethanol competes for the same metabolic pathway and has been used as an antidote. Methanol is effectively removed by hemodialysis. Call your local poison control center for further information. Signs and Symptoms Of Exposure See Potential Health Effects. 5. Fire Fighting Measures Flammability Classification: NFPA Class IB Flash Pt: -4.0 F Method Used: Setaflash Closed Cup (Rapid Setaflash) Explosive Limits: LEL: No data. UEL: No data. Autoignition Pt: No data available. Fire Fighting Instructions Self-contained respiratory protection should be provided for fire fighters fighting fires in buildings or confined areas. Storage containers exposed to fire should be kept cool with water spray to prevent pressure build-up. Stay away from heads of containers that have been exposed to intense heat or flame. Flammable Properties and Hazards No data available. Hazardous Combustion Products Carbon monoxide and carbon dioxide. Suitable Extinguishing Media Use carbon dioxide, dry powder, or foam. Unsuitable Extinguishing Media Do not use a solid water stream, as this may spread the fire. 6. Accidental Release Measures Steps To Be Taken In Case Material Is Released Or Spilled Vapors may cause flash fire or ignite explosively. Clean up: Keep unnecessary people away; isolate hazard area and deny entry. Stay upwind, out of low areas, and ventilate closed spaces before entering. Shut off ignition sources; keep flares, smoking or flames out of hazard area. Use non -sparking tools. Use proper bonding and grounding methods for all equipment and processes. Keep out of waterways and bodies of water. Be cautious of vapors collecting in small enclosed spaces, sewers, low lying areas, confined spaces, etc. Small spills: Take up with sand, earth or other noncombustible absorbent material and place in a plastic container where applicable. Large spills: Dike far ahead of spill for later disposal. Waste Disposal: Dispose in accordance with applicable local, state and federal regulations. Licensed to W.M. Barr and Company GHS format SAFETY DATA SHEET Lacquer Thinner 7. Handling and Storage Paget 4 Printed: 07/24/2012 Revision: 06/08/2011 Supercedes Revision: 05/21/2009 Precautions To Be Taken in Handling Do not use in small enclosed spaces, such as basements and bathrooms. Vapors can accumulate and explode if ignited. Read carefully all cautions and directions on product label before use. Since empty container retains residue, follow all label warnings even after container is empty. Dispose of empty container according to all regulations. Do not reuse this container. Do not use this product near any source of heat or open flame, furnace areas, pilot lights, stoves, etc. Do not use in small enclosed spaces, such as basements and bathrooms. Vapors can accumulate and explode if ignited. Do not spread this product over large surface areas because fire and health safety risks will increase dramatically. Precautions To Be Taken In Storing Keep container tightly closed when not in use. Store in a cool, dry place. Do not store near flames or at elevated temperatures. 8. Exposure Controls/Personal Protection Hazardous Components (Chemical Name) 1. Methanol {Methyl alcohol; Carbinol; Wood alcohol} 2. Toluene {Benzene, Methyl-; Toluol} 3. Acetone {2-Propanone} 4. Ethanol, 2-Butoxy- {Ethylene glycol n -butyl ether, (a glycol ether)} 5. Acetic acid, ethyl ester {Ethyl acetate} 6. Light aliphatic solvent naphtha (petroleum) Respiratory Equipment (Specify Type) For OSHA controlled work place and other regular users. Use only with adequate ventilation under engineered air control systems designed to prevent exceeding appropriate TLV. CAS # OSHA TWA 67-56-1 PEL: 200 ppm 108-88-3 PEL: 200 ppm STEL: 500 ppm/(10min) CEIL: 300 ppm 67-64-1 PEL: 1000 ppm 111-76-2 PEL: 50 ppm 141-78-6 PEL: 400 ppm 84742-89-8 No data. ACGIH TWA TLV: 200 ppm STEL: 250 ppm TLV: 50 ppm TLV: 500 ppm STEL: 750 ppm TLV: 20 ppm TLV: 400 ppm No data. Other Limits No data. No data. No data. No data. No data. No data. For occasional use, where engineered air control is not feasible, use properly maintained and properly fitted NIOSH approved respirator for organic solvent vapors. A dust mask does not provide protection against vapors. Eye Protection Protect eyes with chemical splash goggles. Protective Gloves Wear gloves with as much resistance to the chemical ingredients as possible. Glove materials such as nitrile rubber may provide protection. Glove selection should be based on chemicals being used and conditions of use. Consult your glove supplier for additional information. Gloves contaminated with product should be discarded and not reused. Other Protective Clothing Various application methods can dictate use of additional protective safety equipment, such as impermeable aprons, etc., to minimize exposure. Licensed to W.M. Barr and Company GHS format SAFETY DATA SHEET Lacquer Thinner Page: 5 Printed: 07/24/2012 Revision: 06/08/2011 Supercedes Revision: 05/21/2009 Engineering Controls (Ventilation etc.) Use only with adequate ventilation to prevent build-up of vapors. Open all windows and doors. Use only with a cross ventilation of moving fresh air across the work area. If strong odor is noticed or you experience slight dizziness, headache, nausea, or eye -watering - Stop - ventilation is inadequate. Leave area immediately. Do not use in small enclosed spaces, such as basements and bathrooms. Work/Hygienic/Maintenance Practices A source of clean water should be available in the work area for flushing eyes and skin. Do not eat, drink, or smoke in the work area. Wash hands thoroughly after use. Before reuse, thoroughly clean any clothing or protective equipment that has been contaminated by prior use. Discard any clothing or other protective equipment that cannot be decontaminated, such as gloves or shoes. 9. Physical and Chemical Properties Physical States: [ ] Gas [ X ] Liquid [ ] Solid Melting Point: No data. Boiling Point: 130 F Autoignition Pt: No data. Flash Pt: -4.0 F Method Used: Setaflash Closed Cup (Rapid Setaflash) Specific Gravity (Water = 1): 0.7742 - 0.7942 Density: 6.518 LB/GL Vapor Pressure (vs. Air or mm Hg): 115 MM HG at 68 F Vapor Density (vs. Air = 1): > 1 Evaporation Rate: > 1 Solubility in Water: Slight Percent Volatile: 100 % by weight. VOC / Volume: 590 G/L Viscosity: Water thin Appearance and Odor Water White / Free and Clear 10. Stability and Reactivity Stability: Unstable [ ] Stable [ X ] Conditions To Avoid - Instability No data available. Incompatibility - Materials To Avoid Incompatible with strong oxidizing agents, strong caustics, hydrogen peroxide, and nitrates. Hazardous Decomposition Or Byproducts Decomposition may produce carbon monoxide; carbon dioxide; formaldehyde; and unidentified organic compounds in black smoke. Possibility of Hazardous Reactions: Will occur [ ] Will not occur [ X ] Conditions To Avoid - Hazardous Reactions No data available. Licensed to W.M. Barr and Company GHS format SAFETY DATA SHEET Lacquer Thinner 11. Toxicological Information Page: 6 Printed: 07/24/2012 Revision: 06/08/2011 ' Supercedes Revision: 05/21/2009 Toxicological Information This product has not been tested as a whole. Information below will be for individual ingredients. Acute Toxicity: Methanol: LD50 Rat oral 5628 mg/kg LC50 Rat inhalation 64000 ppm/4 hr LD50 Mouse oral 7300 mg/kg Toluene: LD50 Rat oral 2.6 to 7.5 g/kg LD50 Rabbit dermal 14.1 ml/kg LC50 Mice inhalation 5320 ppm/8 hr Acetone: LD50 Rat oral 10.7 mL/kg (=8450 mg/kg bw); acetone given by gastric intubation to groups of five non-fasted Carworth-Wistar female rats LD50 Rat oral 9800 mg/kg/ bw LC50 Rat inhalation exposure 76 mg/L/4 hr LD50 Rabbit dermal 20 mg/kg bw 2-Butoxyethanol: LD50 Rat oral 1.48 g/kg LD50 Mouse oral 1.2 g/kg LD50 Rabbit oral 0.32 g/kg LD50 Rabbit dermal 400 mg/kg LC50 Rat (male) inhalation 486 ppm/4 hr /from table/ LC50 Mouse inhalation 700 ppm/7 hr /from table/ Skin Corrosion/Irritation: Methanol, toluene, MEK, and acetone are skin irritants. Serious Eye Damage/Irritation: Methanol and acetone are eye irritants. Toluene and MEK are severe eye irritants. Respiratory or Skin Sensitization: No data available. Aspiration Hazard: No data available. Chronic Toxicological Effects This product has not been tested as a whole. Information below will be for individual ingredients. Germ Cell Mutagenicity: No data available. Reproductive Toxicity: Gross toluene exposure during pregnancy can produce renal toxicity, fetal toxicity, and teratogenicity. Licensed to W.M. Barr and Company GHS format SAFETY DATA SHEET Lacquer Thinner STOT-Single Exposure: No data available. STOT-Repeated Exposure: No data available. Carcinogenicity/Other Information IARC 3: Not Classifiable as to Carcinogenicity in Humans ACGIH A3 - Confirmed Animal Carcinogen with Unknown Relevance to Humans ACGIH A4 - Not Classifiable as a Human Carcinogen Page: 7 Printed: 07/24/2012 Revision: 06/08/2011 Supercedes Revision: 05/21/2009 Hazardous Components (Chemical Name) CAS # NTP IARC ACGIH OSHA 1. Methanol {Methyl alcohol; Carbinol; Wood 67-56-1 n.a. n.a. n.a. n.a. alcohol} 2. Toluene {Benzene, Methyl-; Toluol} 108-88-3 n.a. 3 A4 n.a. 3. Acetone {2-Propanone} 67-64-1 n.a. n.a. A4 n.a. 4. Ethanol, 2-Butoxy- {Ethylene glycol n -butyl 111-76-2 n.a. 3 A3 n.a. ether, (a glycol ether)} 5. Acetic acid, ethyl ester {Ethyl acetate} 141-78-6 n.a. n.a. n.a. n.a. 6. Light aliphatic solvent naphtha (petroleum) 64742-89-8 n.a. n.a. n.a. n.a. 12. Ecological Information General Ecological Information No information available for this product as a whole. Information below will be for individual ingredients: Toxicity: Toluene: LC50 FOR BLUEGILL WAS 17 MG/L/24 HR & 13 MG/L/96 HR Acetone: LC50 Pimephales promelas (Fathead minnow, age 33 days, length 22.6 mm, weight 0.159 g) 8,120 mg/L/96 h (95% confidence limit: 7,530-8,760 mg/L); flow through, 25.0 deg C, dissolved oxygen 6.7 mg/L, hardness 48.5 mg/L CaCO3, alkalinity 45.8 mg/L CaCO3, pH 7.58 /99% pure/ Persistence and Degradability: Toluene is readily degradable. Acetone: Based on a vapor pressure of 231 mm Hg at 25 deg C, acetone is expected to exist solely as a vapor in the ambient atmosphere. Vapor -phase acetone is degraded in the atmosphere by reaction with photochemically-produced hydroxyl radicals with an estimated atmospheric half-life of about 79 days. Acetone also undergoes photodecomposition by sunlight with an estimated half-life of about 80 days. Bioaccumulative Potential: Methanol is not expected to bioaccumulate in the environment. Toluene: Bioaccumulation is low to moderate. Acetone: Volatilization from moist soil surfaces is also expected based upon the measured Henry's Law constant of 3.97X10-5 atm -cu m/mol. This compound is expected to biodegrade under aerobic and anaerobic conditions based upon the results of numerous screening tests. If released into water, acetone is not expected to adsorb to suspended solids or sediment based upon its estimated Koc value. Methyl ethyl ketone may volatilize from dry soil surfaces based upon its vapor pressure. Mobility in Soil: Methanol is expected to have very high mobility in soil. Toluene is expected to have high to moderate mobility in soil. Acetone is expected to have very high mobility in soils. Other Adverse Effects: No data available. Licensed to W.M. Barr and Company GHS format SAFETY DATA SHEET Lacquer Thinner 13. Disposal Considerations Waste Disposal Method Dispose of in accordance with all applicable local, state, and federal regulations. 14. Transport Information LAND TRANSPORT (US DOT) DOT Proper Shipping Name Paint Related Material DOT Hazard Class: 3 DOT Hazard Label: FLAMMABLE LIQUID UN/NA Number: UN1263 Packing Group: 11 Additional Transport Information For D.O.T. information, contact W.M. Barr Technical Services at 1-800-398-3892. Page: 8 Printed: 07/24/2012 Revision: 06/08/2011 Supercedes Revision: 05/21/2009 The shipper/supplier may apply one of the following exceptions: Combustible Liquid, Consumer Commodity, Limited Quantity, Viscous Liquid, Does Not Sustain Combustion, or others, as allowed under 49CFR Hazmat Regulations. Please consult 49CFR Subchapter C to ensure that subsequent shipments comply with these exceptions. 15. Regulatory Information US EPA SARA Title 111 Hazardous Components (Chemical Name) CAS # Sec.302 (EHS) Sec.304 RQ 1. Methanol {Methyl alcohol; Carbinol; Wood 67-56-1 No Yes 5000 LB alcohol} 2. Toluene {Benzene, Methyl-; Toluol} 108-88-3 No Yes 1000 LB Yes Yes 3. Acetone {2-Propanone} 67-64-1 No Yes 5000 LB No Yes 4. Ethanol, 2-Butoxy- {Ethylene glycol n -butyl 111-76-2 No No Yes -Cat. N230 No ether, (a glycol ether)} 5. Acetic acid, ethyl ester {Ethyl acetate} 141-78-6 No Yes 5000 LB No No 6. Light aliphatic solvent naphtha (petroleum) 64742-89-8 No No No No US EPA CAA, CWA, TSCA Hazardous Components (Chemical Name) 1. Methanol {Methyl alcohol; Carbinol; Wood alcohol} 2. Toluene {Benzene, Methyl-; Toluol) 108-88-3 HAP, ODC 0 Yes Inventory, 8A CAIR Yes 3. Acetone (2-Propanone) 67-64-1 HAP, ODC 0 No Inventory, 4 Test No 4. Ethanol, 2-Butoxy- {Ethylene glycol n -butyl 111-76-2 HAP, ODC 0 No Inventory No ether, (a glycol ether)) 5. Acetic acid, ethyl ester {Ethyl acetate} 141-78-6 HAP, ODC () No Inventory, 4 Test No 6. Light aliphatic solvent naphtha (petroleum) 64742-89-8 HAP, ODC 0 No Inventory No EPA Hazard Categories: This material meets the EPA 'Hazard Categories' defined for SARA Title III Sections 311/312 as indicated: [X] Yes [ ] No Acute (immediate) Health Hazard [X] Yes [ ] No Chronic (delayed) Health Hazard [X] Yes [ ] No Fire Hazard [ ] Yes [X] No Sudden Release of Pressure Hazard [ ] Yes [X] No Reactive Hazard Sec.313 (TRI) Sec.110 Yes No CAS # EPA CAA EPA CWA NPDES EPA TSCA CA PROP 65 67-56-1 HAP, ODC () No Inventory Yes Licensed to W.M. Barr and Company GHS format SAFETY DATA SHEET Lacquer Thinner 16. Other Information Page: 9 Printed: 07/24/2012 Revision: 06/08/2011 Supercedes Revision: 05/21/2009 Company Policy or Disclaimer The information contained herein is presented in good faith and believed to be accurate as of the effective date shown above. This information is furnished without warranty of any kind. Employers should use this information only as a supplement to other information gathered by them and must make independent determination of suitability and completeness of information from all sources to assure proper use of these materials and the safety and health of employees. Any use of this data and information must be determined by the user to be in accordance with applicable federal, state and local laws and regulations. Licensed to W.M. Barr and Company GHS format Ink ?Pchnologies Material Safety Data Sheet Prepared in accordance with ISO 11014-1/ANSI standard Z400.1.2004 Print Date Jul -25-2012 Revision Date Jul -25-2012 R�, �UC'Tt+CO N Product code Product name Product category Manufacturer or supplier's details UNITED STATES Nazdar Company 8501 Hedge Lane Terrace Shawnee, KS 66227 Tel: 1-913-422-1888 Tel: 1-800-677-4657 Fax: 1-913-422-2294 6119 Fire Red 6100 Series Fast Dry Enamel Screen Ink UNITED KINGDOM Nazdar Limited Barton Road Heaton Mersey Stockport, England SK4 3EG Tel: +44 161 442 2111 Emergency Telephone Number USA: Chemtrec: 1-800-424-9300 Outside USA: Chemtrec: 1-703-527-3887 Website: www.nazdar.com MSDS Information: 1-913-422-1888 ext 2305 MSDS Contact: Regulatory Compliance email: regcomp@nazdar.com „IDE, an Kra* This product is a preparation. Health hazard information is based on its components. Appearance Flammable Properties Emergency Overview Eyes Skin Inhalation Ingestion Colored liquid Combustible liquid and vapor. Aspiration hazard. Harmful: may cause lung damage if swallowed. Irritant. May cause drowsiness and dizziness. Causes eye irritation. May cause skin irritation and/or dermatitis. May cause irritation of respiratory tract. Inhalation of high vapour concentrations may cause symptoms like headache, dizziness, tiredness, nausea and vomiting. Harmful if swallowed. Potential for aspiration if swallowed. Risk of serious damage to the lungs (by aspiration). r COM76.4116 Oft r4if IN y'ON�MirE7OIENti" �..r..-.. k... ...t..r i.,anf.,w fia1#.,a.: �:... -.sw . ., wm,... ....t: Component CAS -No Weight % Stoddard solvent 8052-41-3 10 - 30 Naphtha (petroleum), heavy aromatic 64742-94-5 10 - 30 Talc 14807-96-6 10 - 30 Petroleum naphtha, light aromatic 64742-95-6 1 - 5 1,2,4-Trimethylbenzene (contaminant) 95-63-6 1 - 5 Naphthalene (contaminant) 91-20-3 < 1 1,3,5-Trimethylbenzene (contaminant) 108-67-8 < 0.5 Cobalt Compounds Trade Secret < 0.5 Cobalt Compounds Trade Secret < 0.5 Cumene (contaminant) 98-82-8 < 0.5 • Component names which have the word (contaminant) are constituents contained in Aromatic Hydrocarbon ingredients and are an integral part of the ingredient and cannot be separated. The percentage listed for the contaminant is as contained in the Hydrocarbon ingredient. (Example: 100% Hydrocarbon, 10% Contaminant A, 3% Contaminant B) Eye Contact Immediately flush with plenty of water. After initial flushing, remove any contact lenses and continue flushing for at least 15 minutes. Get medical attention immediately if irritation develops and persists. Page 1 / 7 Product code 6119 - Fire Red ti Revision Date Jul -25-2012 Skin Contact Inhalation Ingestion Wash off immediately with soap and plenty of water. Use a mild soap if available. Rinse immediately with plenty of water for at least 15 minutes. Remove contaminated clothing. If irritation develops, get medical attention. If breathed in, move person into fresh air. If breathing is irregular or stopped, administer artificial respiration. Get medical attention immediately. If swallowed, DO NOT induce vomiting. Call a physician or Poison Control Centre immediately. Never give anything by mouth to an unconscious person. F,�IRmNG MEAS Flammable Properties Suitable Extinguishing Media Protective Equipment and Precautions for Firefighters Specific Hazards Arising from the Chemical Combustible liquid and vapor. Foam. Carbon dioxide (CO2). Dry chemical. Water spray. Use extinguishing measures that are appropriate to local circumstances and the surrounding environment. As in any fire, wear self-contained breathing apparatus pressure -demand, MSHA/NIOSH (approved or equivalent) and full protective gear. Keep away from fire, sparks and heated surfaces. Cool containers / tanks with water spray. Fire or intense heat may cause violent rupture of packages. Thermal decomposition can lead to release of irritating gases and vapours. Burning produces obnoxious and toxic fumes. ESE S ., . astJ, REs Personal Precautions Methods for Cleaning Up Environmental Precautions Remove all sources of ignition. Ventilate the area. Avoid breathing dust or vapor. Avoid contact with skin, eyes and clothing. Evacuate personnel to safe areas. Keep people away from and upwind of spill/leak. Contain spillage, soak up with non-combustible absorbent material, (e.g. sand, earth, diatomaceous earth, vermiculite) and transfer to a container for disposal according to local / national regulations (see section 13). Do not use sparking tools. Prevent product from entering drains. Prevent further leakage or spillage if safe todo so. If the product contaminates rivers and lakes or drains inform respective authorities. Handling Storage Avoid contact with skin, eyes and clothing. Ensure adequate ventilation. Remove and wash contaminated clothing before re -use. Discard contaminated shoes. When using do not smoke. Do not take internally. Harmful or fatal if swallowed. Take notice of the directions of use on the label. Keep containers tightly closed in a dry, cool and well -ventilated place. Keep container closed when not in use. Keep out of the reach of children. Keep away from heat and sources of ignition. Exposure Guidelines Component ACGIH TLV OSHA PEL 1 NIOSH IDLH 1 Ontario TWAEV 1 Mexico OEL (TWA) Page 2/7 Product code 6119 - Fire Red Revision Date Jul -25-2012 Stoddard solvent TWA: 100 ppm TWA: 100 ppm TWA: 525 mg/m3 TWA: 500 ppm TWA: 2900 mg/m3 20000 mg/m3 TWA: 525 mg/m3 TWA/LMPE-PPT: 100 ppm TWA/LMPE-PPT: 523 mg/m3 STEULMPE-CT: 200 ppm STEULMPE-CT: 1050 mg/m3 Talc TWA: 2 mg/m3 (particulate matter) TWA: 2 mg/m3 (respirable dust) 1000 mg/m3 TWA: 2 mg/m3 (respirable) TWA/LMPE-PPT: 2 mg/m3 (respirable fraction) Naphthalene (contaminant) TWA: 10 ppm STEL: 15 ppm Skin TWA: 10 ppm TWA: 50 mg/m3 STEL: 15 ppm STEL: 75 mg/m3 250 ppm TWA: 10 ppm STEL: 15 ppm Skin TWA/LMPE-PPT: 10 ppm TWA/LMPE-PPT: 50 mg/m3 STEULMPE-CT: 15 ppm STEL/LMPE-CT: 75 mg/m3 Cumene (contaminant) TWA: 50 ppm TWA: 50 ppm TWA: 245 mg/m3 Skin 900 ppm (10% LEL) TWA: 50 ppm TWA/LMPE-PPT: 50 ppm TWA/LMPE-PPT: 245 mg/m3 STEULMPE-CT: 75 ppm STEULMPE-CT: 365 mg/m3 Engineering Measures Personal Protective Equipment Respiratory Protection Eye Protection Skin Protection General Hygiene Considerations Use ventilation adequate to keep exposures below recommended exposure limits. See MSDS. In case of insufficient ventilation, wear suitable respiratory equipment. Use the indicated respiratory protection if the occupational exposure limit is exceeded and/or in case of product release (dust). Respirator with a vapour filter. Ensure that eyewash stations and safety showers are close to the workstation location. Avoid contact with eyes. Safety glasses with side -shields. Goggles. Face -shield. Wear protective gloves/clothing. Solvent -resistant apron and boots. Handle in accordance with good industrial hygiene and safety practice. Wash hands before eating, drinking, or smoking. Remove and wash contaminated clothing before re -use. Avoid contact with skin, eyes and clothing. Wear suitable gloves and eye/face protection. Regular cleaning of equipment, work area and clothing is recommended. PHYSMAL AND CI EIMAL. ITOMMIES Appearance Odor pH Boiling point/Boiling Range Freezing Point/Range Evaporation Rate Vapour Pressure Flammability (solid, gas) Colored liquid Characteristic No information available >149 °C / >300 °F No information available No information available No information available No information available Flash Point 43 °C / 110 °F Method Setaflash closed cup Weight Per Gallon (ibs/gal) 8.56 VOC by weight % 39.99 VOC lbs/gal (less water) 3.43 Physical State Odor Threshold Autoignitlon Temperature Melting Point/Range Solubility Partition Coefficient (n-octanoi/water) Vapour Density Liquid No information available No information available No information available No information available No information available Heavier than air Flammability Limits in Air Upper No information available Lower No information available Photochemically Reactive Yes Specific Gravity 1.03 VOC by volume % 44.39 VOC grams/liter (less water) 410.46 ktictilitratOkitirdir Chemical Stability Stable under normal conditions. Page 317 Product code 6119 - Fire Red Revision Date Jul -25-2012 Conditions to Avoid Heat, flames and sparks. Incompatible Products Strong acids. Strong bases. Strong oxidizing agents. Reducing agents. Hazardous Decomposition Products Thermal decomposition can lead to release of irritating gases and vapours. Carbon dioxide (CO2). Carbon monoxide. Possibility of Hazardous Reactions None under normal processing. • rf, Oxic$1149Alt ALIaN FxORMATI:O'NY Acute Toxicity Component LD50 Oral LD50 Dermal , LC50 Inhalation Naphtha (petroleum), heavy aromatic >5000 mg/kg ( Rat) >2000 mg/kg ( Rabbit) >590 mg/m3 ( Rat ) 4 h Petroleum naphtha, light aromatic 8400 mg/kg ( Rat) >2000 mg/kg ( Rabbit) 3400 ppm ( Rat ) 4 h >5.2 mg/L ( Rat) 4 h 1,2,4-Trimethylbenzene (contaminant) 3400 mg/kg ( Rat) >3160 mg/kg ( Rabbit) 18 g/m3 ( Rat ) 4 h Naphthalene (contaminant) 490 mg/kg ( Rat) >2500 mg/kg ( Rat) >20 g/kg ( Rabbit ) >340 mg/m3 ( Rat )1 h 1,3,5-Trimethylbenzene (contaminant) 5000 mg/kg ( Rat) Group 2B 24 g/m3 ( Rat ) 4 h Cumene (contaminant) 1400 mg/kg ( Rat) >3160 mg/kg ( Rabbit) 39000 mg/m3 ( Rat ) 4 h Chronic Toxicity Component ACGIH IARC NTP OSHA Naphthalene (contaminant) Group 2B Reasonably Anticipated X Cobalt Compounds Group 2B X Cobalt Compounds Group 2B X Cumene (contaminant) Group 2B X IARC: (International Agency for Research on Cancer) NTP: (National Toxicity Program) OSHA: (Occupational Safety & Health Administration) Sensitisation No information available Mutagenic Effects No information available Reproductive Effects No information available Developmental hazard No information available Teratogenicity No information available. Group 28 - Possibly Carcinogenic to Humans Reasonably Anticipated to be a Human Carcinogen X - Present Chronic Effects Exposure to component solvent vapour concentrations in excess of the stated occupational exposure limit may result in adverse health effect, such as mucous membrane and respiratory system irritation and adverse effect on kidney, liver and central nervous system. Blood, Central nervous system, Central Vascular System, Eyes, Kidney, Respiratory system, Skin. Target Organ Effects .. ie001416A IMFQRI1lAT10N Ecotoxicity We have no quantitative data concerning the ecological effects of this product. Should not be released into the environment. Component 1 Algae 1 Fish Water Flea Page 4/7 v Product code 6119 - Fire Red Revision Date Jul -25-2012 Naphtha (petroleum), heavy aromatic log Pow 96h LC50 Lepomis macrochirus: 1740 mg/L [static] 96h LC50 Pimephales promelas: 19 mg/L [static] 96h LC50 Pimephales promelas: 41 mg/L 96h LC50 Pimephales promelas: 45 mg/L [flow-through] 4.5 Talc 3.63 96h LC50 Brachydanlo rerio: >100 g/L [semi -static] 3.3 Petroleum naphtha, light aromatic 3.55 96h LC50 Oncorhynchus mykiss: 9.22 mg/L 48h EC50 Daphnia magna: 6.14 mg/L 1,2,4-Trimethylbenzene (contaminant) 96h LC50 Pimephales promelas: 7.19 - 8.28 mg/L [flow-through] 48h EC50 Daphnia magna: 6.14 mg/L Naphthalene (contaminant) 72h EC50 Skeletonema costatum: 0.4 mg/L 96h LC50 Oncorhynchus mykiss: 0.91 - 2.82 mg/L [static] 96h LC50 Pimephales promelas: 5.74 - 6.44 mg/L [flow-through] 96h LC50 Oncorhynchus mykiss: 1.6 mg/L [flow-through] 96h LC50 Pimephales promelas: 1.99 mg/L [static] 96h LC50 Lepomis macrochirus: 31.0265 mg/L [static] 48h EC50 Daphnia magna: 1.09 - 3.4 mg/L [static] 48h EC50 Daphnia magna: 1.96 mg/L [Flow through] 48h LC50 Daphnia magna: 2.16 mg/L 1,3,5-Trimethylbenzene (contaminant) 96h LC50 Pimephales promelas: 3.48 mg/L 24h EC50 Daphnia magna: 50 mg/L Cumene (contaminant) 72h EC50 Pseudokirchneriella subcapitata: 2.6 mg/L 96h LC50 Pimephales promelas: 6.04 - 6.61 mg/L [flow-through] 96h LC50 Oncorhynchus mykiss: 2.7 mg/L [semi -static] 96h LC50 Oncorhynchus mykiss: 4.8 mg/L [flow-through] 96h LC50 Poecilia reticulata: 5.1 mg/L [semi -static] 48h EC50 Daphnia magna: 7.9 -14.1 mg/L [static] 48h EC50 Daphnia magna: 0.6 mg/L Persistence and Degradability No information available Bioaccumulation No information available Mobility in Environmental Media No information available Component log Pow Naphtha (petroleum), heavy aromatic 4.5 1,2,4-Trimethylbenzene (contaminant) 3.63 Naphthalene (contaminant) 3.3 Cumene (contaminant) 3.55 Waste Disposal Methods Contaminated Packaging Og:,.d...,. c,wt..:.pt�a. } .p:. v+. -y rrFr:'acr'-s. .r:iwla:c2+w;'.Q;re.r: Dispose of contents/container in accordance with local regulation. Empty containers should be taken to an approved waste handling site for recycling or disposal. •aw �cr,» wzuu�y..sd}:aiYam WOFdi�onM9G�' (,�+e.�'�sy ektI R 1 P g „ t9RINATIO,N DOT UN1210, Printing Ink, 3, III In the U.S. and Canada, this material may be reclassified as a combustible liquid and is not regulated, via surface transportation, in containers less than 119 gallons or 450 liters [per 49 CFR 173.150 (f)] [per Transportation of Dangerous Goods Regulations/Clear Language Part 1.33]. ICAO/IATA UN1210, Printing Ink, 3, 111 IMDG/IMO Page 5/7 Product code 6119 - Fire Red Revision Date Jul -25-2012 UN1210, Printing Ink, 3, III REG,i t:AttORYANFOR AtT N International inventories Listed on TSCA. For further information, please contact: Manufacturer, importer, supplier U.S. Federal Regulations SARA 313 The following components are subie Component CAS -No Weight % SARA 313 - Threshold Pennsylvania Right To Know Stoddard solvent X Values Naphthalene (contaminant) 91-20-3 < 1 0.1 12,4-Trimethylbenzene (contaminant) 95-63-6 1 - 5 1.0 Clean Air Act, Section 112 Hazardous Air Pollutants (HAPs) (see 40 CFR 61) This product does not contain any hazardous air pollutants (HAP), as defined by the U.S. Clean Air Act Section 112 (40 CFR 61). U.S. State Regulations Component Massachusetts Right To Know Minnesota Right To Know New Jersey Right To Know Pennsylvania Right To Know Stoddard solvent X X X X Talc X X X X 1,2,4-Trimethylbenzene (contaminant) X X X X Naphthalene (contaminant) X X X X 1,3,5-Trimethylbenzene (contaminant) X Not Listed Not Listed Not Listed Cobalt Compounds Not Listed Not Listed X X Cobalt Compounds Not Listed Not Listed X X Cumene (contaminant) X X X X Califomia Prop. 65 WARNING! This product contains a chemical known in the State of California to cause cancer and / or WARNING! This product contains a chemical known in the State of Component CAS -No Weight % Naphthalene (contaminant) 91-20-3 . < 1 Cumene (contaminant) 98-82-8 < 0.5 Canada This product has been classified according to the hazard criteria of the CPR and the MSDS contains all of the information required by the CPR Component WHMIS Classifications of Components Stoddard solvent B3,D2B Talc D2A Petroleum naphtha, light aromatic B3,D2B 1,2,4-Trimethylbenzene (contaminant) B3 Naphthalene (contaminant) B4,D2A 1,3,5-Trimethylbenzene (contaminant) B3 Cumene (contaminant) B2,D2A Component NPRI - National Pollutant Release Inventory Stoddard solvent Part 5 Substance Part 5, Other Groups and Mixtures Naphtha (petroleum), heavy aromatic Part 5 Substance Part 5, Other Groups and Mixtures Petroleum naphtha, light aromatic Part 5 Substance Part 5, Other Groups and Mixtures Page 6 17 Product code 6119 - Fire Red Revision Date Jul -25-2012 1,2,4-Trimethylbenzene (contaminant) Part 4 Substance Part 1, Group 1 Substance Part 5, Individual Substance Naphthalene (contaminant) Part 1, Group 1 Substance 1,3,5-Trimethylbenzene (contaminant) Part 4 Substance Part 5, Isomer Groups Cobalt Compounds Part 1, Group 1 Substance Cobalt Compounds Part 1, Group 1 Substance Cumene (contaminant) Part 4 Substance Part 1, Group 1 Substance Regulation (EC) No. 1907/2006 (REACH), Article 57 This product does not contain substances of very high concem (Regulation (EC) No. 1907/2006 (REACH), Article 57) HMIS: Revision Date Revision Note Health 2* Jul -25-2012 Flammability 2 New MSDS format Reactivity 0 PPE X Disclaimer The information provided in this Safety Data Sheet Is correct to the best of our knowledge, Information and belief at the date of its publication. The information given is designed only as a guidance for safe handling, use, processing, storage, transportation, disposal and release and is not to be considered a warranty or quality specification. The information relates only to the specific material designated and may not be valid for such material used in combination with any other materials or in any process, unless specified in the text End of MSDS Page 7/7 FILE COPY n•••,, neon, 21 QUANTUM CONSULTING ENGINEERS December 19, 2012 STRUCTURAL CALCULATIONS (Permit Submittal) NORMED MEZZANINE 4320 South 131' Place Tukwila, WA Quantum Job Number: 12276.01 Prepared for: WEAVER ARCHITECTS 1411 Fourth Avenue, Suite 810 Seattle, Washington 98101 RECEIVED CITY OF TUKWIII.A I JAN 0 8 20131 Prepared by: QUANTUM CONSULTING ENGINEERS 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 PERM T CENTER REVIEWED FOR CODE COMPLIANCE APPROVED FEB 21 2013 City of Tukwila BUILDING DIVISION QUANTUM 1 CONSULTING ENGINEERS STRUCTURAL DESIGN CRITERIA NORMED MEZZANINE 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 QUANTUM JOB NUMBER: 12276.01 CODE CRITERIA: BUILDING CODE 2009 INTERNATIONAL BUILDING CODE BUILDING DEPARTMENT CITY OF TUKWILA SEISMIC ZONE SDC = D SITE CLASS = D R = 5.0 IE = 1.0 SS= 1.48, S1=0.51 SDS = 0.99, So, = 0.51 SNOW 25 PSF LIVE LOAD (EXIT FACILITIES) 100 PSF LIVE LOAD (LIGHT STORAGE) 125 PSF SOILS CRITERIA: ALLOWABLE BEARING PRESSURE 2,000 PSF SOILS CONSULTANT TERRA ASSOCIATES MATERIALS CRITERIA: CONCRETE (28 DAY STRENGTH): FOUNDATION/S.O.G f'c=3,000 PSI REINFORCING STEEL: GRADE 60 Fy=60,000 PSI STRUCTURAL STEEL: WIDE -FLANGE SECTIONS: A-992 Fy=50,000 PSI MISCELLANEOUS SECTIONS AND PLATE: A-36 Fy=36,000 PSI TUBE SECTIONS: A-500 Fy=46,000 PSI WELDING Fy=70,000 PSI WOOD FRAMING: 2X, 3X, & 4X FRAMING MBRS HF#2 OR DF#2 6X FRAMING MBRS DF#1 PARALLAM BEAMS 2.0 E WS PARALLAM PSL GLULAM BEAMS 24F -V4 (V8 @ CONT. AND CANT. MBRS) LSL MEMBERS — BEAMS & HEADERS 1.55 E LSL LSL MEMBERS — STUDS & COLUMNS 1.3 E LSL LVL MEMBERS — BEAMS & HEADERS 1.9 E LVL WOOD SHTG APA RATED L STRUCTURAL DESIGN CRITERIA NORMED MEZZANINE 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 QUANTUM JOB NUMBER: 12276.01 ASSEMBLY WEIGHTS TYPICAL FLOOR LOADS FLOORING 3/4" PLYWOOD SHEATHING FLOOR JOISTS @ 16" 0.C. 5/8" GWB SPRINKLERS LIGHTS, DUCTS MISCELLANEOUS STORAGE (25% FOR SEISMIC) FLOOR DL WALL LOADS 5/8" GWB 1/2" PLYWOOD SHEATHING FRAMING - 2X6 @ 16" 0.C. INSULATION 1/z" GWB MISCELLANEOUS MECHANICAL/ELEC. GRAVITY: 2.5 2.3 2.8 2.8 3.0 0.8 0.8 PSF PSF PSF PSF PSF PSF PSF SEISMIC: 2.5 PSF 2.3 PSF 2.8 PSF 2.8 PSF 1.0 PSF 0.8 PSF 0.8 PSF 31.2 PSF 15.0 PSF COMMENTS 44.0 PSF LL = 125 PSF GRAVITY & SEISMIC: 2.8 1.5 1.7 0.5 2.2 1.3 PSF PSF PSF PSF PSF PSF 10.0 PSF • l/V O 4 O 0 0 0 0 20'-llj' 615113 L5L RIM 2/542 2x10 0 16' 0L. 15TC66 FORIL 5TRAP ON TOP OF RIM (CENTER ON GRID B) 1457066 IIORIZ. STRAP AT R51 (CENTER ON GRID 0) 2 554.2 (E) 6b' CON:. MALL P6g 4542 4542 M5TA24 BEM AT FLOOR ME 5542 2x12 0 Ib' OA P I SHADED AREA - PRO/IDE 2x4 FLAT ELOOK06 AT ALL SUPPORTED P6EL EDGES, NAIL SEAMING x/ 10d -F RAILS04' 06E126E5, 10' 00. FIELD 3100 0 16' OD (11 0 16' 00. 4x6 FLAT BLOCKING AT 5TRAP IG' TJ 560016'04 , 1542 ,1 TOP FLAME ANTLER, TYP. b' TJ 560 0 16' 06 0 4 12550 14950/14 MASER rJ 10d5:215' NAILS 51664 P5L 1• ....•I 1542 V 0145112 x 404' HORN. 1I STRAP OF TCP OF JE6 AIH6 x'11 m/ 16d NA45•4'OA . I (CENTER ON GRID 5) —PER DETAIL 1541 11541 10542 14' TJ 560 0 16' OL. 10542 (E) 117' LONG. WALL PANS \ \\ < 6542 —CO T1L' cow. $A14 PANS. NW) 47 TIB 0550 f 0542 (E) I54' MALL PANEL 6550 1 i (EI 664' GOND. 1 1'1414.!.? E. 5542 IF,— 61 61 41 FLOOR 9EA11416 PE2 PLAN NOTE 4 5542 6542 (ID550 �f86(4' GONG. MALL PANEL 12-7' o A d 35L6525-5DS MASER 111.%//./ 7x1206'OL. 0 0 ® MEZZANINE FLOOR FRAMING PLAN SW.E, V4• • r4' Iii 351l15.256D5 H46FR N (6) 7{'044' 111E14 ID 6601616 MEZ2ANIE FRAM% NOTE • L ALL 054961045 AND ELEVATIONS ON THE 5TF410111RAL PLANS ARE FOR 6EIPRAL INFORMATION OILY AND SHALL EE VERIFIED BY TIE CONTRACTOR MRH 114E ARCHITECILRAL PROWS BEFORE 00N/TRWT10N 865116. ANY 1050REPAN516 SHALL BE BROUGHT TO THE ATTENTION OF THE 080IIIT60T AND ENGINEER IMMEDIATELY. 1 ALL EX511NO INFORMATION 15 A5516452 AND %ALL BE FIELD VERIFIED. ANY DECREPANCI15 SHALL BE BROWNR TO 111E ATTENTION OF TIE ARCHTEOT AND 04511EE4. 644DIATELY. 3. WE 51675 5I0 AID SU FOR 6OWL STRIVIRAL N7T6 AND ABERMAT10N5. 5EE 5FEE15 540 541 AND 541 FOR TYPICAL WOOD PETALS. 4. TYPICAL FLOOR FRAI4146 0016575 OF 1.1/5' APA RATED TIG 5961A110N6 (0M6% 45 061, LAD FACE GRAIN PFRPETDKAIAR OVER TJ -OST5 PM PLAN. RANG TJ 101515 PITH L10/ TOP FLANGE FINGERS TYPICAL AT FLEW BEAMS, SAN. S. NAL FLOOR 5666160451006044145 MITH 100-F NAILS (0131'0 x S' LO145) AT 6' OL. AT Al P0435 EDGES AND I0d4' NAILS AT 12' 0L. AT INTFRFEDIATE FRAMIN614E145ER5 ). SEE DETAIL 61544 6. FOR TOP RATE 5PLICE SEE DETAIL 6541. 7. ALIGN A MIST OR .1015T BLOOMS OVER TIE RLL 681613 OF ALL EEM0653EAR PAALL& SEE 6540 POR SPECIAL 516114 MALL ELOCKIl6 REDAR138R• 6. TOP OF JOIST ELEVATION • 11'4' UGH TOP OF 5169. BEAM ELEV. • 10,65' UDR INDICATES FRAMING DIRECTION INDICATES EXTENT OF 197A466 {_=4. INDICATES MOD BEA81N5 MALL OR SHEAR MALL 5EL0M SEE FLAN NOTE 7 .�—t. 542ICAT6 NON -MARINO/ NON WEAR MIL AT 1145 LEVEL NorP CLIENT: • NorMed 4720 SOUTH I3IOTPIACE TUKWIA INA 98124 111 QUANTUM 11.1•22s221 .. PERMIT SUIMIR/ 0•.• sr• SC n•. Dope x,• 1227601 MEZZANINE FL( FRAMING PLAN S2. l FLoo2 Dt✓51L-,� ) lUI -) 111 IGe,I (6h -Sa`s J=�sf 32, 42= 1.`b8 46't f ,attic® STNn• 2)� r t,4‘t,v1Z f2 Ttla.,.. . 2 AR" tl e j c" t 311 o r i -(.'r 3 01st e lehv 15 t— 1 I.S2:` LgV 2.31/19- 1-tAC. 2)C na�le� 13 Lal�dtrs Jo;s� R �4�a✓ ' 1! O 2= 0.65i` 1r�3-i'" PL -1 I25fy t t, = 140 ii-: (✓""rJ { 360 e ((1740.C. 12_ = 101 Vz 14 n(o. M = `i4°(. 1T = o.51" -1/3611 144 Ti1 3C001(0°`0•G. 2= tory. ol'. V z 147. M= 127' AT =. 0-11-4-4' "f(4 -2.e, Se—e- F1 - 2x10 4F- 2 e ((/'o.c. (c��(•(s) V= 31°/o r,4 = (o'/° Sic FS 4r= -y10/1 QUANTUM I CONSULTING ENGINEERS 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 nlori_Nl� project 0_11411- i? -2_1(.0.01 date project no. ST F2 - designer sheet 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FO R T E' MEMBER REPORT Mezzanine, Floor 20'Joist 1 piece(s) 18" TJI® 360 @ 16" OC 0 Overall Length: 20' 4" El 19' 4" All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. El 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 1882 @ 5" 1865 (3.50") Passed (101%) 1.00 1.0 D + 1.0 L (All Spans) Shear (lbs) 1804 @ 6" 2425 Passed (74%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 8873 @ 10' 2" 9465 Passed (94%) 1.00 1.0 D + 1.0 L (All Spans) Uve Load Defl. (In) 0.524 @ 10' 2" 0.650 Passed (L/447) -- 1.0 D + 1.0 L (All Spans) Total Load Defl. (In) 0.587 @ 10' 2" 0.975 Passed (L/399) -- 1.0 D + 1.0 L (All Spans) TJ -Pro" Rating 57 45 Passed -- -- • Deflection criteria: LL (1/360) and TL (L/240). • Bracing (Lu): All compression edges (top and bottom) must be braced at 3' 5 7/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • 2000 lbs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. • A structural analysis of the deck has not been performed. • Deflection analysis Is based on composite action with a single layer of 23/32" Weyerhaeuser Edge"" Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ -Pro'" Rating include: 1/2" Gypsum ceiling. Supports PP Bearing Length Loads to Supports (lbs) Accessories. Total Available Required Dead Floor Live Total 1 - Plate on steel - DF 6.00" 5.00" 3.50" 203 1694 1897 Web Stiffeners, 1" Rim Board 2 - Plate on steel - DF 6.00" 5.00" 3.50" 203 1694 1897 Web Stiffeners, 1" Rim Board • Rim Board is assumed to carry all loads applied directly above it bypassing the member being designed. Weyerhaeuser 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. The product application, Input design loads, dimensions and support Information have been provided by Forte Software Operator Forte Software Operator Job Notes Scott Tinker Quantum Consulting Enigneers (206) 957-3900 scottTnker@guantumce.com Dead Floor Live Loads Location Spacing (0.90) . (1.00) Comments 1 - Uniform(PSF) 0 to 20' 4" 16" 15.0 125.0 Light Storage Weyerhaeuser 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. The product application, Input design loads, dimensions and support Information have been provided by Forte Software Operator Forte Software Operator Job Notes Scott Tinker Quantum Consulting Enigneers (206) 957-3900 scottTnker@guantumce.com PASSED System : Floor Member Type : Joist Building Use : Commercial Building Code : IBC Design Methodology : ASD SUSTAINABLE FORESTRY INITIATIVE F3 12/18/2012 11:07:26 AM Forte v4.0, Design Engine: V5.6.1.203 NorMed Mezz.4te Page 1 of 1 MEMBER REPORT Mezzanine, Floor: 16'Joist PASSED F O R T E" ' 1 piece(s) 14" TJI® 360 @ 16" OC 0 Overall Length: 16' 6" 15' 6" 111 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 1521 @ 5" 1505 (3.50") Passed (101%) 1.00 1.0 D + 1.0 L (All Spans) Shear (lbs) 1447 @ 16' 1955 Passed (74%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft -lbs) 5727 @ 8' 3" 7335 Passed (78%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.392 @ 8' 3" 0.522 Passed (1/480) -- 1.0 D + 1.0 L (AH Spans) Total Load Defl. (In) 0.439 @ 8' 3" 0.783 Passed (1/428) -- 1.0 D + 1.0 L (All Spans) TJ -Pro'" Rating 56 45 Passed -- -- • Deflection criteria: LL (1/360) and TL (1/240). • Bracing (Lu): AII compression edges (top and bottom) must be braced at 3' 9 1/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • 2000 lbs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. • A structural analysis of the deck has not been performed. • Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge" Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ -Pro" Rating include: 1/2" Gypsum ceiling. Supports Bearing Length Loads to Supports (lbs) Accessories Total Available Required Dead Floor Live Total 1 - Plate on steel - DF 6.00" 4.75" 3.50" 165 1375 1540 1 1/4" Rim Board 2 - Plate on steel - DF 6.00" 4.75" 3.50" 165 1375 1540 1 1/4" Rim Board • Rim Board is assumed to carry all loads applied directly above it bypassing the member being designed. Weyerhaeuser 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 (Rini 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. The product application, input design loads, dimensions and support Information have been provided by Forte Software Operator Forte Software Operator Job Notes Scott Tinker Quantum Consulting Enigneers (206) 957-3900 scottTinker©quantum ce.com System : Floor Member Type : Joist Building Use : Commercial Building Code : IBC Design Methodology : ASD SUSTAINABLE FORESTRY INITIATIVE F1- 12/18/2012 11:13:53 AM Forte v4.0, Design Engine: V5.6.1.203 NorMed Mezz.4te Page 1 of 1 Dead Floor Live Loads Location Spacing (0.90) (1.00) Comments 1 - Uniform(PSF) 0 to 16' 6" 16" 15.0 125.0 Light Storage Weyerhaeuser 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 (Rini 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. The product application, input design loads, dimensions and support Information have been provided by Forte Software Operator Forte Software Operator Job Notes Scott Tinker Quantum Consulting Enigneers (206) 957-3900 scottTinker©quantum ce.com System : Floor Member Type : Joist Building Use : Commercial Building Code : IBC Design Methodology : ASD SUSTAINABLE FORESTRY INITIATIVE F1- 12/18/2012 11:13:53 AM Forte v4.0, Design Engine: V5.6.1.203 NorMed Mezz.4te Page 1 of 1 a F 0 R T E N. MEMBER REPORT Mezzanine, J2 PASSED 1 piece(s) 2 x 10 Hem -Fir No. 2 @ 16" OC 0 Overall Length: 7' 6" 7' a All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 653 @ 3" 911 (1.50") Passed (72%) -- 1.0 D + 1.0 L (All Spans) Shear (lbs) 509 @ 1' 1/4" 1388 Passed (37%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft -lbs) 1143 @ 3' 9" 1917 Passed (60%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.070 @ 3' 9" 0.175 Passed (L/999+) -- 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.078 @ 3' 9" 0.350 Passed (L/999+) -- 1.0 D + 1.0 L (All Spans) TJ -Pro'" Rating N/A N/A -- -- -- • Deflection criteria: LL (L/480) and TL (1/240). • Bracing (Lu): All compression edges (top and bottom) must be braced at 7' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • A 15% Increase in the moment capacity has been added to account for repetitive member usage. • Applicable calculations are based on NDS 2005 methodology. Supports Bearing Length Loads to Supports (lbs) Accessories Total Available Required Dead Floorve Li Total 1 - Hanger on 9 1/4" HF beam 3.00" Hangers 1.50" 75 625 700 See note 1 2 - Hanger on 9 1/4" HF beam 3.00" Hangers 1.50" 75 625 700 See note 1 • At hanger supports, the Total Bearing dimension is equal to the width of the material tha is supporting the hanger • 1 See Connector grid below for additional information and/or requirements. System : Floor Member Type : Joist Building Use : Residential Building Code : IBC Design Methodology : ASD Connector: Simpson Stron -Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 1 - Face Mount Hanger LU28 1.50" N/A 8-1Od common 6-10d x 1-1/2 15.0 2 - Face Mount Hanger LU28 1.50" N/A 8-1Od common 6-10d x 1-1/2 Weyerhaeuser 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. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes Scott Tinker Quantum Consulting Enigneers (206) 957-3900 Scottlinker@quantumce.com NorMed Mezzanine 12276.01 SUSTAINABLE FORESTRY INITIATIVE FS 12/18/2012 11:36:32 AM Forte v4.0, Design Engine: V5.6.1.203 NorMed Mezz 2.4te Page 1 of 1 Dead Floor Live Loads Location Spacing (0.90) (1.00) Comments 1 - Uniform(PSF) 0 to 7' 6" 16" 15.0 125.0 Light storage Weyerhaeuser 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. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes Scott Tinker Quantum Consulting Enigneers (206) 957-3900 Scottlinker@quantumce.com NorMed Mezzanine 12276.01 SUSTAINABLE FORESTRY INITIATIVE FS 12/18/2012 11:36:32 AM Forte v4.0, Design Engine: V5.6.1.203 NorMed Mezz 2.4te Page 1 of 1 1 1 1 1 1 1 1 1 1 1, 1 1 1 1 1 1 1 i tOn �GIPh� 20I w = 1401 / 7 i \ 2.13 t`/ (L= w t-4 d 1/2gto = I.40 3g.'12- ;210 (4"•1K 321-`a pcc1.2 Sr41:61 50(.te(0) = 91, k -,h ru1 0l z 21.5(2.13)1-er 2�! Cavc+ 77-07" wt� 112) T✓yric^i 3 r ke,r S�crv� be.gwt w L 140dt'3 2�iS7-4 R= 11.2 t' = 120 • r S rev`d = 21.8 y 2 Ole rZ.00 tO4 I.h� ih S2 Ill;; • 95+ 6 3.7, W14)4-22 s=2a,�3 �s t =ai;�4 -14s1 QUANTUM 1 CONSULTING ENGINEERS 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 rnv nncoG77Qr17 Nat tnt,-Q project C-PcvCO- 12--/I &/I 2- 1 %2'7(0 •01 date Sr designer h, project no. Fly sheet 1 1 1 1 1 1 1 1 1 . 1 1 1 1 1 1 1 E-,1,1204-, ;P& ►,•1 I 6V•etr- mow, 1�I + S' c. +' Wo�>14 " Wckni. \IG��ky(Zz) 1.32 Wt IP,4 eas•F 9irolox 1601 (J 101 14O .!b'� 12z s') (315-A. uJ :"-2 = 72)9w 425 �h Traviscur Igc_c,w, 0.4 r �Ok , Q i(i 119 12.5-1«‘, 1 = 7.wP12 1404- 2/a vs) 2-(o, (tp r•cAvce.. ) 54% Aemir = 021" o� FPai F9 21511 5fre xI5--. L Vc,4o a et.74" Mh41ow z 453 (N4h °1470 6T s 6.50 g211 u. —o0 .75- 5�s� 51/4 x 14- 5V/0 45j.'/0 IFi AT = 0.35" 3/541 SEe f l Q QUANTUM 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 rnv one QR72Qn1 CONSULTING ENGINEERS ORIA1 c project 12i1a/1Q- 1221(9_ot date ST designer ..L.nnLerl by project no. sheet -2.73k/ft 1 32 AAAAAAAAA AAAAAAAAAAAAA/AAAAAAA A AAAAAAAAAAA/AAAAAAAAAA 18.09 Loads: LC 1, Service Results for LC 1, Service Y -direction Reaction units are k and k -ft Quantum Consulting Engin. ST 12276.01 27.23 N3 F8 SK -1 Code Check No Calc 1.0 .90-1.0 .75.90 .50-.75 0:.50 Dec 18, 2012 at 12:34 PM Cant steel beam.r2d Beam: M1 Shape: W16x26 Material: A992 Length: 19 ft I Joint: N1 J Joint: N3 LC 1: Service Code Check: 0.538 (bending) Report Based On 97 Sections A k fa ksi V 18.091 at O ft -20.093 at 13.854 ft k 18.579 at 6.531 ft fc41111111/641/111/11"- ksi M 16.478 at 14.052 ft -59.368 at 6.531 ft k -ft ft ksi -18.579 at 6.531 ft D .207 at 19 ft -.232 at 6.729 ft in AISC 13th(360-05): ASD Code Check Direct Analysis Method Max Bending Check 0.538 Max Shear Check 0.289 Location 6.531 ft Location 13.854 ft Equation H1 -1b Max Defl Ratio L/731 Bending Flange Compact Compression Flange Non -Slender Qs=1 Bending Web Compact Compression Web Slender Qa=.899 Fy 50 ksi Out Plane In Plane Pnc/om 140.704 k Lb 2 ft 19 ft Pnt/om 229.94 k KL/r 21.477 76.481 Mn/om 110.279 k -ft Vn/om 69.566 k L Comp Flange 2 ft Cb 1 t 1 FO R T E° MEMBER REPORT Mezzanine, 85 1 piece(s) 5 1/4" x 14" 2.0E Parallam® PSL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 Overall Length: 17' 1 1}' 0 16' All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. + 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 5401 @ 16' 7 1/2" 10100 (4.75") Passed (53%) -- 1.0 D + 1.0 L (All Spans) Shear (lbs) 5365 @ 15' 4" 14210 Passed (38%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft -lbs) 22057 @ 12' 6" 40743 Passed (54%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.302 @ 9' 5 5/8" 0.403 Passed (L/641) -- 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.354 @ 9' 5 3/16" 0.806 Passed (L/547) -- 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/480) and TL (1/240). • Bracing (Lu): All compression edges (top and bottom) must be braced at 16' 4 3/4" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing Is required to achieve member stability. Supports Bearing Leng h Loads to Supports (lbs) ' Accessories Total Available Required Dead Floor Live Total 1 - Hanger on steel 6.00" Hangers 1.50" 377 1599 1976 See note 1 2 - Stud wall - HF 6.00" 4.75" 2.54" 750 4651 5401 1 1/4" Rim Board • Rim Board is assumed to carry all loads applied directly above It, bypassing the member being designed. • At hanger supports, the Total Bearing dimension Is equal to the width of the material that Is supporting the hanger • 1 See Connector grid below for additional Information and/or requirements. PASSED System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC Design Methodology : ASD Connector: Simpson Stron -Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories , 1 - Top Mount Hanger WP5.50/14 2.50" N/A N/A 2-10d x 1-1/2 750 Weyerhaeuser 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. The product application, Input design loads, dimensions and support Information have been provided by Forte Software Operator Forte Software Operator Job Notes Scott Tinker Quantum Consulting Enigneers (206) 957-3900 ScottTi nker©quantu m ce. com NorMed Mezzanine 12276.01 SUSTAINABLE FORESTRY INITIATIVE FiO 12/18/2012 12:58:12 PM Forte v4.0, Design Engine: V5.6.1.203 NorMed Mezz 2.4te Page 1 of 1 Tributary Dead Floor Live Loads Location Width (0.90) , (1.00) Comments 1 - Point(Ib) 12' 6" N/A 750 6250 Light Storage Weyerhaeuser 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. The product application, Input design loads, dimensions and support Information have been provided by Forte Software Operator Forte Software Operator Job Notes Scott Tinker Quantum Consulting Enigneers (206) 957-3900 ScottTi nker©quantu m ce. com NorMed Mezzanine 12276.01 SUSTAINABLE FORESTRY INITIATIVE FiO 12/18/2012 12:58:12 PM Forte v4.0, Design Engine: V5.6.1.203 NorMed Mezz 2.4te Page 1 of 1 CoL )m FTC/. DESIUN Ib 1,400 !� • 1ti w= 140W C2) 4cloP1 nI2At7 35Y2a ) -._ 9 F:%'- (' 6-t210 4Q = 4....,(:11.- ..) ( 4. ) = 5-T p 3'V " >lx 2, O©0 4- (2. - 5Y2,"5u� 4 45° o►sr�. _ `0I. = 0.33 "AT- ( z 134-1-) FTC-, READ = y (C}1 Rss 4 x4 x 3/$ (c°HG, ) l @ (0' o 5,S K 5.5 K I w( (6) *5 ,60- 'o M • 19 6121 O ® _ 'L7 (&ce Fa2,1 ) FTG R-EtzO - 2j tccei'L 4 -ix 1' wr (5)*5 Bo"jtoM QUANTUM 1 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 CONSULTING ENGINEERS N01'1 -MSD project 12/12212 12276/.01 date project no. ST— designer Tdesigner sheet nhe,-In,1 by Ib Cs � 14-0! z J w(�y. 4°1 le- 524- 52k Frt.., (- 5,6 1, k a 41- 61 5 - 615 Fid. y -ss {`lsS 4-x 4-X 3 (C` 5.5 x .s ,c ►.Al 4)-1. 5.5 ?<- 5.5" Fust (See G3 c4, Cs C() 0+ 130717'01.1 3" I � 14_0) 07/4off„„_.., . QUANTUM 1 CONSULTING ENGINEERS o(znn�p 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 CAV Ong OG7 tom project �z/► /ice date 'Sr designer 42276.01 project no. CL sheet PROJECT : NorMed Mezzanine CLIENT : Weaver Architects JOB NO.: 12276.01 DATE : 12/18/2012 PAGE: DESIGN BY: ,ST REVIEW BY : csvm vw - F -<.• ea+n. .'•rm wvuv oir ^ . S Corn biried:Footing. Deslgn.,Based.on_AC1�318;05 INPUT DATA COLUMN WIDTH COLUMN DEPTH AXIAL DEAD LOAD AXIAL LIVE LOAD LATERAL LOAD (0=WIND, 1=SEISMIC) SEISMIC AXIAL LOAD, SD SEISMIC SHEAR LOAD, SD SEISMIC MOMENT, SD CONCRETE STRENGTH REBAR YIELD STRESS ALLOWABLE SOIL PRESSURE DISTANCE TO LEFT EDGE DISTANCE BETWEEN COLUMNS DISTANCE TO RIGHT EDGE FOOTING WIDTH FTG EMBEDMENT DEPTH FOOTING THICKNESS SURCHARGE SOIL WEIGHT LONGITUDINAL REINFORCING BAR SIZE TRANSVERSE REINFORCING BAR SIZE DESIGN SUMMARY FOOTING LENGTH FOOTING WIDTH FOOTING THICKNESS C1 C2 POL PLL PLAT VLAT MLAT fe' fy 0a L1 S L2 B Df T gs ws 7,1 COL#1 COL#2 10 13 10 13 5.5 27 46 45 • 1 Seismic SD = 0 0 = 0 0 = 0 0 = 3 ksi 60 ksi • 2 ksf 3 ft • 1.5 ft = 4 ft • 7 .08 ft 17 in 0 ksf 0.11 kcf # 5 # 5 L = 8.50 ft B = 7.00 ft T = 17 in in in k k k k k -ft PI Mid ///// V M2 P2I / ty /// /////// V2 /////// L1 be l 1 S be L2 1 T C o N Sanwa -Tl vim, w (" Tm4 1./ , L BAND WIDTH be = 7.0 ft LONG. REINF AT TOP Nqt RegD LONG. REINF AT BOTTOM / 9 # 5'9 9 in o.c., cont. TRANS. REINF. AT BAND WIDTH t` 9 # 56 9 in o.c., bottom ea- AS - 001 t-75 0 t° PAC - THE FOOTING DESIGN IS ADEQUATE. ANALYSIS DESIGN LOADS AT TOP OF FOOTING (IBC SEC.1605.3.2 & ACI 318 SEC.9.2.1) SERVICE LOADS COL # 1 CASE 1 : DL + LL P = 52 k CASE 2: DL + LL + E / 1.4 CASE 3 : 0.9 DL + E / 1.4 FACTORED LOADS CASE 1:1.2 DL+1.6LL CASE 2:1.2 DL+ 1.0 LL+ 1.0 E CASE 3:0.9DL+1.OE P = 52 k M = 0.0 ft -k V = 0 k P = 5 k M = 0.0 ft -k V = 0 k Pu = 80 k Pu = 53 k Mu = 0.0 ft -k Vu Pu Mu 0 5 0.0 k k ft -k Vu = 0 k CHECK OVERTURNING FACTOR (IBC 06 1605.2.1, 1801.2.1, & ASCE 7-05 12.13.4) Ms/ Mo = - ##>f#### > F = 0.75 / 0.9 = 0.83----- [Satisfactory]- - - Where Mo = MLAT1+MLAT2+(VLAT1+VLAT2)Df-PLAT1(L-LI) - PLAT 2L2= Pftg = (0.15 kcf) T B L = 12.64 k, footing weight Psoil = ws (Dt - T) B L = 4.34 k, soil weight MR = PDL 1(L - Lt) + PDL 2L2 + 0.5 (Pttg + Psoli) L = 210 k -ft COL#2 TOTAL 72 k 124 k (e = -0.38 ft, fr CL ftg ) 72 k 124 k 0.0 ft -k 0.0 ft -k (e = -0.38 ft, fr CL ftg ) O k 0 k 24 k 29 k 0.0 ft -k 0.0 ft -k (e = 0.00 ft, fr CL ftg ) 0 k 0 k 104 k 185 k eu = -0.40 ft, fr CL ftg ) 77 k 130 k 0.0 ft -k 0.0 ft -k eu = -0.36 ft, fr CL ftg ) O k 0 k 24 k 29 k 0.0 ft -k 0.0 ft -k eu = 0.00 ft, fr CL ftg ) O k 0 k 0 k -ft C� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 (cont'd) CHECK SOIL BEARING CAPACITY (ACI 318 SEC.15.2.2) Service Loads CASE 1 CASE 2 CASE 3 P e 123.5 123.5 29.3 -0.4 -0.4 0.0 k ft, (at base, including V T / P) qs B L 0.0 0.0 0.0 k, (surcharge load) (0.15-ws)T B L 3.4 3.4 3.0 k, (footing increased) E P e 126.9 126.9 32.3 -0.4 < L/6 -0.4 < L/6 0.0 < U6 k ft gmax 1.6 1.6 0.5 ksf Ballow 2.0 2.7 2.7 ksf Where Ep 1+6e [Satisfactory] L 5-6 9nrAx = , for e BL 2(Ep) L JI j \ 1 for e>- 3B(0.5L-e)' 6 �- P�,...., DESIGN FLEXURE 8 CHECK FLEXURE SHEAR (ACI 318 SEC.15.4.2, 10.2, 10.5.4, 7.12.2, 12.2, 12.5, 15.5.2, 11.1.3.1, & 11.3) //'//// /�/� ////// 1 1 1 1 1 1-1 P�,Itq 6 illl (£pu)(1+6L) L 0.85/3 fc ll JJ S. - r Eu or eu S. 9u rax = BL 6 Awls - + f y eu Et i I t qu.me. Z(EI'- L > .for eu 3B(O.SL-eu)' 6 Moment (/ 11 I Mu 0.85j� 1 V1 0.383bd2f.c V pare,=MIN1l\0.0018d, 3p) P f FACTORED SOIL PRESSURE Shear Factored Loads CASE 1 CASE 2 CASE 3 Pu eu 184.6 130.0 29.3 -0.4 -0.4 0.0 k ft, (at base, including Vu T / Pu) y qs B L 0.0 0.0 0.0 k, (factored surcharge load) 710.15 T + ws (Df- T)] B L 20.4 20.4 15.3 k, (factored footing & backfill loads) £ Pu eu 205.0 150.4 44.5 -0.4 <L/6 -0.3 <U6 0.0 <U6 k ft %I, max 2.565 1.977 0.747 ksf FOOTING MOMENT & SHEAR AT LONGITUDINAL SECTIONS FOR CASE 1 Section Xu (ft) Mu,coi (ft -k) Vu,c01 (k) Pu,surch (klf) Mu,surch (ft -k) Vu,surch (k) Pu,fig & fill (kif) Mu,ng & fill (ft -k) Vu,fig & rill (k) qu,soii (ksf) Mu,soii (ft -k) Vu,soii (k) E Mu (ft -k) £ Vu (kips) 0 0 0 0 0.00 0 0 2.39792 0 0 4.32 0 0 0 0 0.5 Lf 1.50 0 0.0 0.00 0 0.0 2.39792 -3 3.6 4.01 33 -43.8 31 -40.2 L, left 3.00 0 0.0 0.00 0 0.0 2.39792 -11 7.2 3.70 130 -84.3 119 -77.1 L, right 3.00 0 80.2 0.00 0 0.0 2 39792 -11 7.2 3.70 130 -84.3 119 3.1 0.2 S 3.30 -24 80.2 0.00 0 0.0 2.39792 -13 7.9 3.64 156 -92.0 119 -3.9 0.4 S 3.60 -48 80.2 0.00 0 0.0 2.39792 -16 8.6 3.58 185 -99.6 121 -10.8 0.6 S 3.90 -72 80.2 0.00 0 0.0 2.39792 -18 9.4 3.52 216 -107.0 125 -17.5 0.8 S 4.20 -96 80.2 0.00 0 0.0 2.39792 -21 10.1 3.46 249 -114.4 132 -24.1 L2 left 4.50 -120 80.2 0.00 0 0.0 2 39792 -24 10.8 3.39 285 -121.6 140 -30.6 L2 right 4.50 -120 184.6 0.00 0 0.0 2 39792 -24 10.8 3.39 285 -121.6 140 73.8 0.5 L2 6.50 -490 184.6 0.00 0 0.0 2 39792 -51 15.6 2.98 573 -166.2 33 34.0 L 8.50 -859 184.6 0.00 0 0.0 2.39792 -87 20.4 2.57 945 -205.0 0 0 160 140 120 100 80 60 40 D M 100 .e.1t. -50 ,00 ? y•. 1 Jj D v CA- I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Section 0 0.5 L1 L1 left Lr right 0.2 S 0.4 S 0.6 S 0.8 S L2 left L2 right 0.5 L2 L Xu (ft) 0 1.50 3.00 3.00 3.30 3.60 3.90 4.20 4.50 4.50 8.50 8.50 Mu,coi (ft -k) 0 0 0 0 -16 -32 -47 -63 -79 -79 -339 -599 Vu to1(k) 0 0.0 0.0 52.6 52.6 52.6 52.6 52.6 52.6 130.0 130.0 130.0 Pu,surch (kit) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Mu,surch (ft -k) 0 0 0 0 0 0 0 0 0 0 0 0 Vu,surch (k) 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pu,ftg & rill (kif) 2.39792 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 Mu,ng s fill (ft -k) 0 -3 -11 -11 -13 -16 -18 -21 -24 -24 -51 -87 Vu,ng&fill (k) 0 3.6 7.2 7.2 7.9 8.6 9.4 10.1 10.8 10.8 15.6 20.4 qu,soii (ksf) 3.08 2.88 2.69 2.69 2.65 2.61 2.57 2.53 2.50 2.50 2.24 1.98 Mu,so5(ft-k) 0 24 93 93 112 133 155 179 204 204 414 686 Vu,soil (k) 0 -31.3 -60.6 -60.6 -66.2 -71.7 -77.1 -82.5 -87.8 -87.8 -120.9 -150.4 £ Mu (ft -k) 0 21 82 82 83 85 89 95 101 101 24 0 £ Vu (kips) 0 -27.7 -53.4 -0.8 -5.6 -10.5 -15.2 -19.8 -24.4 53.0 24.7 0 120 100 80 60 40 20 0 60 - 40 20 0 -20 -40 -60 •�®wwlr® Section 0 0.5 L1 L1 left L1 right 0.2 S 0.4 S 0.6 S 0.8 S L2 left L2 right 0.5 L2 L Xu (ft) 0 1.50 3.00 3.00 3.30 3.60 3.90 4.20 4.50 4.50 6.50 8.50 Mu,coi (ft -k) 0 0 0 0 -1 -3 -4 -6 -7 -7 -66 -124 Vu,c01(k) 0 0.0 0.0 5.0 5.0 5.0 5.0 5.0 5.0 29.3 29.3 29.3 Pu,surch (kip 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Mu,surch (ft -k) 0 0 0 0 0 0 0 0 0 0 0 0 Vu,surch (k) 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pu,ftg & fill (klf) 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 Mu,ng a fill (ft -k) 0 -2 -8 -8 -10 -12 -14 -16 -18 -18 -38 -65 Vu,ng 8 fin (k) 0 2.7 5.4 5.4 5.9 6.5 7.0 7.6 8.1 8.1 11.7 15.3 qu,soii (ksf) 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 Mu,soil (ft -k) 0 6 24 24 29 34 40 46 53 53 111 189 Vu,5011(k) 0 -7.9 -15.7 -15.7 -17.3 -18.9 -20.5 -22.0 -23.6 -23.6 -34.1 -44.5 £ Mu(ft-k)0 4 16 16 17 19 22 24 27 27 7 0 £ Vu (kips) 0 -5.2 -10.3 -5.4 -6.4 -7.5 -8.5 -9.5 -10.6 13.7 6.9 0 30 25 20 15 10 5 15 10 5 0 -5 -10 -15 Location �� ., Mu,max d (in) Pmin Prego Pmax smax(in) use Pprovo Top Longitudinal 0 ft -k 14.69 0.0000 0.0000 0.0155 no limit Not ReqD 0.0000 Bottom Longitudinal 140 ft -k 13.69 0.0022 0.0020 0.0155 18 9 # 5 @ 9 in o.c., cont. 0.0024 Bottom Transverse, be 19 ft -k / ft 13.06 0.0023 0.00211 0.0155 18 9# 5 @ 9 in o.c. 0.0025 (coned) oM oV ©M aV [Satisfactory] CS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CHECK FLEXURE SHEAR Direction Vu,max Pu 4,V° = 2 4) b d (fc')° 5 check Vu < 4) V° Longitudinal 77 k 94 k [Satisfactory] Transverse 11 k / ft 13 k / ft [Satisfactory] CHECK PUNCHING SHEAR (ACI 318 SEC.15.5.2, 11.12.1.2, 11.12.6, & 13.5.3.2) pu-R 0.5y vi vu(Ps/) _ + J r Ap = db?)[1+(l 12+3( 11 b JJ R = Publb2 co Af Ap=2(b1+b2)d 1 Yv=1 1+3 b2 Af=Bbe #vc(Pst)=#(2±Y) fc y=MIN 2, ,40 Pc b0 b0= d ,b1=(c1+d),b2=(c2+d) Column Case Pu Mu b1 b2 Yv P° y At AP R J Vu (psi) 0 VC 1 80.2 0.0 23.1 23.1 0.4 1.0 2.0 49.0 8.4 6.0 5.6 61.5 164.3 C01.1 2 52.6 0.0 23.1 23.1 0.4 1.0 2.0 49.0 8.4 4.0 5.6 40.4 164.3 3 5.0 0.0 23.1 23.1 0.4 1.0 2.0 49.0 8.4 0.4 5.6 3.8 164.3 1 104.4 0.0 26.1 26.1 0.4 1.0 2.0 49.0 9.5 10.1 7.9 69.3 164.3 CoI. 2 2 77.4 0.0 26.1 26.1 0.4 1.0 2.0 49.0 9.5 7.5 7.9 51.4 164.3 3 24.3 0.0 26.1 26.1 0.4 1.0 2.0 49.0 9.5 2.3 7.9 16.1 164.3 L [Satisfactory] (cont'd) I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PROJECT : NorMed Mezzanine CLIENT : Weaver Architecture. JOB NO.: 12276.01 DATE : 12/18/2012 PAGE : DESIGN BY : ST REVIEW BY : Pad Footing. Design Based on ACI 318-05,' INPUT DATA COLUMN WIDTH c, = 5 in COLUMN DEPTH c2 = 5 in BASE PLATE WIDTH b1 = 11 in BASE PLATE DEPTH b2 = 11 in FOOTING CONCRETE STRENGTH = 3 ksi REBAR YIELD STRESS fy = 60 ksi AXIAL DEAD LOAD POL = 6 k AXIAL LIVE LOAD PLL = 53 k LATERAL LOAD (0=WIND, 1=SEISMIC) = 1 Seismic,SD SEISMIC AXIAL LOAD PLT = 0 k, SD SURCHARGE qs = 0 ksf SOIL WEIGHT ws = 0.11 kcf FOOTING EMBEDMENT DEPTH Df = 2 ft FOOTING THICKNESS T = 12 in ALLOW SOIL PRESSURE Qa = 2 ksf FOOTING WIDTH B = 5.5 ft FOOTING LENGTH L = 5.5 ft BOTTOM REINFORCING # 5 THE PAD DESIGN IS ADEQUATE. DESIGN SUMMARY FOOTING WIDTH B = 5.50 ft FOOTING LENGTH L = 5.50 ft FOOTING THICKNESS T = 12 in LONGITUDINAL REINF. 5 # 5 @ 15 in o.c. TRANSVERSE REINF. 5 # 5 @ 15 in o.c. CO C' b' L L ANALYSIS DESIGN LOADS (IBC SEC.1605.3.2 & ACI 318-05 SEC.9.2.1) CASE 1: DL + LL P = 59 kips CASE 2: DL + LL + E / 1.4 P = 59 kips CASE 3: 0.9 DL+E/1.4 P = 5 kips CHECK SOIL BEARING CAPACITY (ACI 318-05 SEC.15.2.2) CASE 1 q"'''x= BL+qs+(0.15-ws)T= 1.99 ksf, 1.2 DL+ 1.6 LL 1.2 DL+ 1.0 LL+ 1.0 E 0.9DL+1.OE CASE 2 1.99 ksf, CASE 3 0.22 ksf q MAX < k Q a , [Satisfactory] where k = 1 for gravity loads, 4/3 for lateral loads. DESIGN FOR FLEXURE (ACI 318-05 SEC.15.4.2, 10.2, 10.3.5, 10.5.4, 7.12.2, 12.2, & 12.5) P= Y 0.85fc1 1 Mut ( 0.383bd f.e PAux = 0.85/3,f eu fy eu'+ et Pu = 92 kips Pu = 60 kips Pu = 5 kips PAIN= MINI 0.0018 ' ' 4 ,\ C7 LONGITUDINAL TRANSVERSE d 8.69 8.38 b 66 66 q u,max 3.04 3.04 Mu 48.85 48.85 p 0.002 0.002 -- -Penin -----------0.002--- - - - -- - - - --0.003_ -- ------- As 1.43 1.43 ReqD 5 # 5 5 # 5 Max. Spacing 18 in o.c. 18 in o.c. USE 5 # 5 @ 15 in o.c. 5 # 5 @ 15 in o.c. Pmax 0.015 0.015 Check Pprod < Pmax [Satisfactory] [Satisfactory] C7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CHECK FLEXURE SHEAR (ACI 318-05 SEC.9.3.2.3, 15.5.2, 11.1.3.1, & 11.3) �Vn=20bd fc CHECK PUNCHING SHEAR (ACI 318-05 SEC.15.5.2, 11.12.1.2, 11.12.6, & 13.5.3.2) 0vn=(2+y)¢ jcAp where = 92.70 kips = 0.75 (ACI 318-05, Section 9.3.2.3 ) I% = ratio of long side to short side of concentrated load b0 = c1 + c2 + b1 + b2 + 4d = 66.1 in Ap = b0 d = 564.1 int y = MIN(2 , 4 /13c, 40 d / b0) = 2.0 L1_ 1 rbi+ci+ t' rb:+J c2 . ,)1= Vu=Pu,ma�cl BL 2 Jl 2 ) 1.00 86.23 kips < V [Satisfactory] (cont'd) C8 LONGITUDINAL TRANSVERSE Vu 28.31 28.75 0 0.75 0.75 cliVc 47.1 45.4 Check V„ < (Vu [Satisfactory] [Satisfactory] CHECK PUNCHING SHEAR (ACI 318-05 SEC.15.5.2, 11.12.1.2, 11.12.6, & 13.5.3.2) 0vn=(2+y)¢ jcAp where = 92.70 kips = 0.75 (ACI 318-05, Section 9.3.2.3 ) I% = ratio of long side to short side of concentrated load b0 = c1 + c2 + b1 + b2 + 4d = 66.1 in Ap = b0 d = 564.1 int y = MIN(2 , 4 /13c, 40 d / b0) = 2.0 L1_ 1 rbi+ci+ t' rb:+J c2 . ,)1= Vu=Pu,ma�cl BL 2 Jl 2 ) 1.00 86.23 kips < V [Satisfactory] (cont'd) C8 PROJECT : NorMed Mezzanine CLIENT : Weaver Architecture JOB NO.: 12276.01 DATE : 12/18/2012 PAGE: DESIGN BY : ST REVIEW BY : Pad Footing Design Based on ACI 318-05 INPUT DATA COLUMN WIDTH COLUMN DEPTH BASE PLATE WIDTH BASE PLATE DEPTH FOOTING CONCRETE STRENGTH REBAR YIELD STRESS AXIAL DEAD LOAD AXIAL LIVE LOAD LATERAL LOAD (0=WIND, 1=SEISMIC) SEISMIC AXIAL LOAD SURCHARGE SOIL WEIGHT FOOTING EMBEDMENT DEPTH FOOTING THICKNESS ALLOW SOIL PRESSURE FOOTING WIDTH FOOTING LENGTH BOTTOM REINFORCING cl 22 b1 b2 fa' fy PDL PLL PLAT CIS WS Df T Qa B L THE PAD DESIGN IS ADEQUATE. 5 5 11 11 3 60 3 28 1 0 0 0.11 2 12 2 4 4 5 in in in in ksi ksi k k Seismic,SD k, SD ksf kcf ft in ksf ft ft DESIGN SUMMARY FOOTING WIDTH FOOTING LENGTH FOOTING THICKNESS LONGITUDINAL REINF. TRANSVERSE REINF. B L T 4 # 4 # m 4.00 4.00 12 5 5 ft ft in 14 in o.c. 14 in o.c. L ANALYSIS DESIGN LOADS (IBC SEC.1605.3.2 & ACI 318-05 SEC.9.2.1) CASE 1: DL + LL P = 31 kips CASE 2: DL + LL + E / 1.4 P = 31 kips CASE 3: 0.9 DL+E/1.4 P = 3 kips CHECK SOIL BEARING CAPACITY (ACI 318-05 SEC.15.2.2) CASE 1 1.98 ksf, +qs+(0.15—ws)T = gnaix= BL 1.2 DL + 1.6 LL 1.2DL+1.OLL+1.OE 0.9 DL + 1.0 E CASE 2 1.98 ksf, CASE 3 0.21 ksf q MAX < k Q a , [Satisfactory] where k = 1 for gravity loads, 4/3 for lateral loads. DESIGN FOR FLEXURE (ACI 318-05 SEC.15.4.2, 10.2, 10.3.5, 10.5.4, 7.12.2, 12.2, & 12.5) P= f Y 0.85f0Iv1 1 ,I1 0.383bd Muz / 11 � fc 0.85f,fc Eu f y eu+Et Pu = Pu = Pu = p,tiiN =MINI 0.0018 d 4 48 32 3 kips kips kips LONGITUDINAL TRANSVERSE d 8.69 8.38 b 48 48 q u,max 3.03 3.03 Mu 16.81 16.81 0.001 0.001 0.001 0.001 —P Pmin AS 0.58 0.60 ReqD 2 # 5 2 # 5 Max. Spacing 18 in o.c. 18 in o.c. USE 4 # 5 @ 14 in o.c. 4 # 5 @ 14 in 0.c. Pmax 0.015 0.015 Check Pprod < Pmax [Satisfactory] [Satisfactory] 48 32 3 kips kips kips 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CHECK FLEXURE SHEAR (ACI 318-05 SEC.9.3.2.3, 15.5.2, 11.1.3.1, & 11.3) ¢Vn = 2q3bd CHECK PUNCHING SHEAR (ACI 318-05 SEC.15.5.2, 11.12.1.2, 11.12.6, & 13.5.3.2) bVn=(2+y)¢ fcAp 92.70 kips where Q = 0.75 (ACI 318-05, Section 9.3.2.3 ) Pc = ratio of long side to short side of concentrated load = 1.00 by = c1 + c2 + b1 + b2 + 4d = 66.1 in Ap = bpd = 564.1 int y = MIN(2, 4/13u, 40d/bp) = 2.0 rr b,+ci+d I� l bz+c:+d I= Vu=Pu,maxll-BLI 2 2 42.66 kips < ¢ V n [Satisfactory] (cont'd) G l C7 LONGITUDINAL TRANSVERSE Vu 11.41 11.72 0 0.75 0.75 OVn 34.3 33.0 Check V„ < Wu [Satisfactory] [Satisfactory] CHECK PUNCHING SHEAR (ACI 318-05 SEC.15.5.2, 11.12.1.2, 11.12.6, & 13.5.3.2) bVn=(2+y)¢ fcAp 92.70 kips where Q = 0.75 (ACI 318-05, Section 9.3.2.3 ) Pc = ratio of long side to short side of concentrated load = 1.00 by = c1 + c2 + b1 + b2 + 4d = 66.1 in Ap = bpd = 564.1 int y = MIN(2, 4/13u, 40d/bp) = 2.0 rr b,+ci+d I� l bz+c:+d I= Vu=Pu,maxll-BLI 2 2 42.66 kips < ¢ V n [Satisfactory] (cont'd) G l C7 • • A PROJECT : NorMed Mezzanine CLIENT : Weaver Architecture JOB NO.: 12276.01 DATE : 12/18/2012 PAGE: DESIGN BY : ST REVIEW BY : Pad Footing Design Based on ACI 318-05 INPUT DATA COLUMN WIDTH c1 = 4 in COLUMN DEPTH c2 = 4 in BASE PLATE WIDTH b1 = 10 in BASE PLATE DEPTH b2 = 10 in FOOTING CONCRETE STRENGTH fa' = 3 ksi REBAR YIELD STRESS fy = 60 ksi AXIAL DEAD LOAD PDL = 2 k AXIAL LIVE LOAD PLL = 15.5 k LATERAL LOAD (0=WIND, 1=SEISMIC) = 1 Seismic,SD SEISMIC AXIAL LOAD PLAT = 0 k, SD SURCHARGE qs = 0 ksf SOIL WEIGHT ws = 0.11 kcf FOOTING EMBEDMENT DEPTH Df = 2 ft FOOTING THICKNESS T = 12 in ALLOW SOIL PRESSURE Qa = 2 ksf FOOTING WIDTH B = 3 ft FOOTING LENGTH L = 3 ft BOTTOM REINFORCING # 4 THE PAD DESIGN IS ADEQUATE. DESIGN SUMMARY FOOTING WIDTH B FOOTING LENGTH L FOOTING THICKNESS T LONGITUDINAL REINF. 3 # TRANSVERSE REINF. 3 # 4 = 3.00 ft = 3.00 ft = 12 in 4 @ 15 in o.c. DO 15 in o.c. C+ 1 L 1 ANALYSIS DESIGN LOADS (IBC SEC.1605.3.2 & ACI 318-05 SEC.9.2.1) CASE1: DL+LL CASE2: DL+LL+E/1.4 CASE3: 0.9 DL+E/1.4 P = 18 kips P = 18 kips P = 2 kips CHECK SOIL BEARING CAPACITY (ACI 318-05 SEC.15.2.2) CASE1 +qs+(0.15—ws)T= 1.98 ksf, q'"— BL 1.2 DL+ 1.6 LL 1.2DL+1.OLL+1.OE 0.9 DL + 1.0 E CASE 2 1.98 ksf, CASE 3 0.24 ksf q MAX < k Q a , [Satisfactory] where k = 1 for gravity loads, 4/3 for lateral loads. DESIGN FOR FLEXURE (ACI 318-05 SEC.15.4.2, 10.2, 10.3.5, 10.5.4, 7.12.2, 12.2, & 12.5) P f Y 0.85f�11 I1 M" J ll li 0.383bd f, 0.85fifc eu PmAx = .fy Eu+et Pu = 27 kips Pu = 18 kips Pu = 2 kips Penh=''N(0.0018T 3p1 C( I LONGITUDINAL TRANSVERSE d 8.75 8.50 b 36 36 q u,max 3.02 3.02 Mu 6.62 6.62 p 0.001 0.001 Pmin 0.001 0.001 As 0.23 0.23 ReqD 2 # 4 2 # 4 Max. Spacing 18 in o.c. 18 in o.c. USE 3 # 4 © 15 in o.c. 3 # 4 © 15 in o.c. Pmax 0.015 0.015 Check Pprod < Pmax [Satisfactory] [Satisfactory] C( I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CHECK FLEXURE SHEAR (ACI 318-05 SEC.9.3.2.3, 15.5.2, 11.1.3.1, & 11.3) OV n = 2obd .ic CHECK PUNCHING SHEAR (ACI 318-05 SEC.15.5.2, 11.12.1.2, 11.12.6, & 13.5.3.2) OVn=(2+y)(bfcAp 88.58 kips where 0 = 0.75 (ACI 318-05, Section 9.3.2.3 ) pc = ratio of long side to short side of concentrated load = 1.00 bo = c1 + c2 + b1 + b2 + 4d = 62.5 in Ap = b0 d = 539.1 in2 y = MIN(2, 4/pc, 40d/b0) = 2.0 Vu= PuL1— 1 (bi+ci+d l(b2+cz+d11= ,max BL 2 Jl 2 JJ 22.08 kips < ¢ V „ [Satisfactory] (cant'd) C12 LONGITUDINAL TRANSVERSE VU 4.34 4.53 0 0.75 0.75 4 Vri 25.9 25.1 Check Vu <4V1 [Satisfactory] [Satisfactory] CHECK PUNCHING SHEAR (ACI 318-05 SEC.15.5.2, 11.12.1.2, 11.12.6, & 13.5.3.2) OVn=(2+y)(bfcAp 88.58 kips where 0 = 0.75 (ACI 318-05, Section 9.3.2.3 ) pc = ratio of long side to short side of concentrated load = 1.00 bo = c1 + c2 + b1 + b2 + 4d = 62.5 in Ap = b0 d = 539.1 in2 y = MIN(2, 4/pc, 40d/b0) = 2.0 Vu= PuL1— 1 (bi+ci+d l(b2+cz+d11= ,max BL 2 Jl 2 JJ 22.08 kips < ¢ V „ [Satisfactory] (cant'd) C12 ►UANTUM 1 CONSULTING ENGINEERS 11 Third Avenue, Suite 323 attle, WA 98101 ect NorMed Mezzanine T. 206.957.3900 F. 206.957.3901 Job # 12276.01 Page of nt Weaver Architects By ST Date 12/18/12 ject Checked Date Dod Stud Wall Design r IBC 2009 & NDS 2005 Structure:. partition wall JVall Line: Grid 5 11 Configuration Wall Height (ft): 23.50 : wall height is from top of floor below to top of of double top plate above Stud Size: 2x8 Bot. Plate Size: 2x Stud Spacing (in): 24 +. HF #2 Wall Finish Type: 1 Brittle . i Deflection Limit: L/240 = 1.18 in per IBC 1604.3.1 Does Wall Qualify for Bending Stress Increase per IBC 2306.2.1: No T Bot. Plate Species & Grade: Stud Species & Grade: HF #2 11 Loading al Load Dead (plf):: 235 Live (plf):.'' 0 Snow (plf): Lateral (Out -of -Plane) Uniform Pressure Load Wind (psf): 5 Seismic (psf): 5 Strength Level d Properties b (in): 1.5 E (psi): d (in): 7.3 E (psi): A (in2): 10.9 Emin (psi): S (in3): 13.1 Emin (Psi): I (in4): 47.6 Plate Properties b (in): 1.5 Fei (psi): 405 Cb: 1.25 Worksheet: Stud Wall 1300000 1300000 470000 470000 per NDS Table 4A = E*CM*Ct per.NDS Table 4A = Emin*CM*Ct Fc (psi): CF: CP: Wall Axial Load Eccentricity n (in): 3.63 e (in): 0.00 Note: Load location "n" for open web T.J.M. joists is 1" to 1.5". For normal full plate bearing sawn joist, I joist and gang nail trusses, "n" can be assumed to be d/2. 1300 per NDS Table 4A 1.05 per NDS Table 4A Le (ft): 23.125 stud height Le/d: 38.28 FCE (psi): 264 c: 0.80 per NDS Table 4A F'.1. (psi): 506 = Fc.*CM*Ct*Cb per NDS 3J10.4 Pall (Ib): 5505 = F'C*A Fb (psi): CM: Ct: = 0.822*Emin/(Le/d)2 per NDS 3.7.1.5 850 1.20 1:00 1.90 P en per NDS Table 4A per NDS Table 4A per NDS 4.3.3 per NDS 4.3.4 Page 1 of 2 Created by: RPW/DIF/AJS ►UANTUM 1 CONSULTING ENGINEERS 11 Third Avenue, Suite 323 attIe, WA 98101 ect NorMed Mezzanine T. 206.957.3900 F. 206.957.3901 Job # 12276.01 Page of nt Weaver Architects By ST Date 12/18/12 ject Checked Date pod Stud Wall Design r IBC 2009 & NDS 2005 Structure: partition wall Nall Line: Grid 5 ick Wall Axial and Flexural Capacities for Load Cases per IBC 1605.3.1 fc = Pave" CP = ((1+(FcE/F*c))/2c) - (((1+(FCE/F*c))/2c)2 - (FCE/F*c)/c)1/2 F*c = Fc*CD*CM*Ct*CF F'c = Fc*CD*CM*Ct*CF*CP Me = opal e Mat = w*L.e2/8 Mtot = Me Mlat fb = Mtot/S Interaction = (fc/F'c)2 + fb/(F'b*(1 - (fc/FcE))) Fb = Fb*CD*CM*Ct*CF*Cr Deflection = (0.0642*Me*Le2)/(E*I) + (5*wlat*Le4)/(384*E*I) 'Axial (lb) Bot. Plate Pall Status fc (psi) ; Cp Fa (psi) fc/F'c Me (Ib -ft) Miat (Ib -ft) Mtot (Ib -ft) fb (psi) Fb (psi) Interaction per NDS 3.9.2 Interaction Chk Status Deflection (in) Deflection Status Wall Status Dad Case: D + L CD: 1.00 per NDS Table 2.3.2 Cr: 1.15 per NDS 4.3.9 470 <= Pall: OK 43 0.18 252 0.17 0 0 0 0 1173 0.03 <= 1.0: OK 0.00 OK OK Dad Case: D + S CD: 1.15 per NDS Table 2.3.2 Cr: 1.15 per NDS 4.3.9 470 1 <= Pall: OK I 43 0.16 254 1 0.17 .1 0 1 0 0 1 0 1 1349 1 0.03 I <= 1.0: OK I 0.00 OK 1 OK Dad Case: D + 0.75(L + S) CD: 1.15 per NDS Table 2.3.2 Cr: 1.15 per NDS 4.3.9 470 1 <= Pall: OK 43 1 0.16 1 254 1 0.17 1 0 1 0 0 I 0 1349 0.03 1 <= 1.0: OK 1 0.00 OK 1 OK Dad Case: D + W CD: 1.60 per NDS Table 2.3.2 Cr: 1.15 per IBC 2306.2 470 1 <= Pall: OK 1 43 1 0.12 1 257 1 0.17 1 0 668 1 668 1 610 1 1877 1 0.42 1 <= 1.0: OK 1 0.73 OK 1 OK Dad Case: D + 0.75(L + S + W) CD: 1.60 per NDS Table 2.3.2 Cr: 1.15 per IBC 2306.2 470 I <= Pall: OK 1 43 1 0.12 1 257 0.17 1 0 501 1 501 1 458 1 1877 1 0.32 <= 1.0: OK 1 0.55 1 OK 1 OK Dad Case: D + 0.7E CD:. 1.60 per NDS Table 2.3.2 Cr: 1.15 per NDS 4.3.9 470 1 <= Pall: OK 1 43 1 0.12 1 257 0.17 0 1 468 1 468 427 1 1877 1 0.30 <= 1.0: OK 0.73 1 OK 1 OK Dad Case: D + 0.75(L + S + 0.7E) CD: 1.60 per NDS Table 2.3.2 Cr: 1.15 per NDS 4.3.9 470 1 <= Pall: OK 1 43 11 0.12 1 257 0.17 0 1 351 1 351 I 320 1 1877 1 0.23 1 <= 1.0: OK 0.55 1 OK 1 OK Wall Status: Worksheet: Stud Wall 2x8 @ 24 in. o.c. is acceptable for the Toads given in all of the load cases 4 4 Page 2 of 2 Created by: RPW/DIF/AJS IDesign Maps Summary Report http://geohazards.usgs.gov/designmaps/us/summary.php?template=mii 1 1 1 1 ▪ USGS Design Maps Summary Report User -Specified Input Report Title Nor Med Mezzanine Tue December 18, 2012 01:33:16 UTC Building Code Reference Document 2006/2009 International Building Code (which makes use of 2002 USGS hazard data) Site Coordinates 47.487°N, 122.279°W Site Soil Classification Site Class D - "Stiff Soil" Occupancy Category Occupancy Category I t 4 N: 3,,pgmg Fielldd ng. Gateavood ��« 1'`Courity,`,I 1SJ+iFhiqU si' Intmattonel !rport 1. - While Center i to y, i c Riverton Bo 4eVord, • ll - , ..13810,\,(1 °t Higitline, z, I.r salmon It (�'•1` Cree3tti` 11.1` r 11 ,t/'!tS fni If:. 1 ... .Tukwila Burieri- SeaTac.'' .r� • f.t' : 1 'I V- '••Seattle-Ta`oma�i '.• '_4Intemational. ohm9ndy. Airpoti • .'i _, Park 9 �•" j' .. -....... •' Al, . t8:1,1:7. ^ =: •-MoRntairi Hills • • Newcastle. COU0r .I Mountain .. IP. Re"'.on 14 . 1;• .1 ry. 45 -bort niciPal irpari 1lari sii o hat ' East Renton: Fiighlxntls `i4y USGS-Provided Output Ss = 1.477 g Sl = 0.508 g 1.65 1.50 1.35 1.20 1.05 0.90 0.75 0.6 0.45 0.30 0.15 0.00 SMs = 1.477 g SMl = 0.763 g MCE Response Spectrum 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) Sin = 0.985 g SD1 = 0.508 g Design Response Spectrum 1.10 1.00 0.90 0.80 0.70 w CT 0.60 • 0.50 111 0.40 0.30 0.20 0.10 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.50 1.80 Period, T (sec) 2.00 Although this information Is a product of the U.S. Geological Survey, we provide no warranty, expressed or Implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. L\ A - 95's. 55 ' - 5)x 24 1 .1- 34%<3] 111 v.J = 44 f + cr yL 2719?);r I Mss 13 1, ow V06,9 0,1 (:1±) Z(W) = 0.7 (o.a S;o .N o o --n4 j sot, TN -1 11,3". fq 'Lr .3/2 / 5a6 svo s f000 {( - (o.5-.41)) S -50 A. ' 5o5tr 06 UPk-IFC = 5ob i- Vi.S1j - C 110tt 4 �1544-0.14-ix ke2-(0 - 14®2 3,0 1b • 0.(A H PO5 ( 40(05 6,1,,) 5/ "c T. S. 12, {4 5 Cotte/(2} 20, Vallow ((p -1.(4) = I•f�3v- (z) ?/ec'i TS (Mit) N N QUANTUM 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 Fax 2nA 4S7 yam CONSULTING ENGINEERS No21•AMEza. project W Avw12., 12,/18 /12_ date sr designer 1227(0.01 projept nO sheet 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 IL Noel- vi /so To Ztr /if - ict :3%2- /21 11p„I Fr D2AUSTatir 470 r � 4 o kC1.s') -< (10 370 — 1449 2/01'20 Ilo (NOUS (34') ItJ�K etyw000 sL CLL (5551 c 0.(0 lh allow = 7 to Pr CMST12 a215-41cup.) QUANTUM 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 rA V one C1710f11 CONSULTING NoQ-rites ENGINEERS project V2,/le 112- date 12date designer 12216.01 project no. L3 sheet 0/ Ief -- Iq •372 / jol' = 503 t C=AA.) -3 IJ.PLAFT card (L5) - [Ho 4 15(4)1 2 xo-' 41.2(0-9(91 3, e, 0 I b < t-1 Du 5 14 ,5 4 c.ip) 24' (t) (4." co�1(. 7 � + (2) s/(t) ((V4'n CO t%1 PAt.) _ = 5c' �s = (01:?72 /3(a' 2.1,8 p-+ ble- QUANTUM 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 CONSULTING ENGINEERS Noe M C3 12/1012 1?2i(o.�i project date project no. Si L� designer sheet July 29, 2013 • • 1411 41. Avenue Suite 810 Seattle Washington 98101 p 206.262.9622 f 206.262.9507 Allen Johannessen City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Re: Project Number D13-014, Dear Allen, Please find below responses to your correction notice dated July 23th, 2013 in regard to project number D13-234, 4320 S. 131st Place. The revisions included in this attachment apply to permit number D13-014 which is the construction permit in relation to other portions of the NorMed suite. Correction #1: Please see the revision to the egress plans on sheet G.0.2. Changes include minor revisions to the layout of the egress path through the warehouse in relation to the finalized warehouse rack location submitted under permit D13-234. Additional Revisions: In addition to the items listed above in direct response to the correction letter I have included a new sheet, A.2B.3, to the set that includes the reflected ceiling plan for the warehouse to show the location of egress lighting for the revised egress pathway. Please contact me if you need any additional information or clarifications. Sincerely, Paul Grundhoffer REVISION NLLL 1)3"--01/-1 RECEIVED CITY OF TUKWILA JUL 19 2013 PERMIT CENTER QUANTUM 1 CON•LTING ENGINEERS February 11, 2013 Dave Larson, Senior Plans Examiner Tukwila Building Division 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Subject: Project Permit # D13-014 Normed - 4320 South 131st Place Quantum Project # 12276.01 Dear Mr. Larson: • We have received your corrections on the above -referenced project, dated January 22, 2013. Below are our responses to the structural comments. All changes to the drawings due to a plan check comment have been clouded on the drawings. STRUCTURAL 3. Cross-section D on A.6.2 has a note that refers to structural for additional detail regarding the screen printing room. This area was not included in the structural plans. Please add structural plans as necessary. The Screen Printing Room has been added to the structural plan sheet S2.0 as requested. A new detail 6/S3.0 has also been added to show the structural connections as requested. 5. Item 14 on page S1.0 does not include concrete in the special inspections requirements. Please add or verify exception per chapter 17 IBC. "Concrete construction" has been added to the special inspection list on sheet S1.0 as requested. 7. Detail 7 on S4.2 refers to detail 2 on S3.2. Page S3.2 was not included. Please add this page and check that all relevant pages are included. The reference in detail 7/S4.2 has been corrected to read S4.2 (instead of S3.2). CORRECTION RECEIVED CITY OF TUKWILA FEB 1.3 2013 PERMIT CENTER 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com Dave Larson, Senior Plans Examiner Project # D13-014\ Normed - 4320 South 131st Place Quantum Project # 12276.01 February 11, 2013 Page 2 • • Please feel free to call me at 206-957-3900 if you have any questions regarding our responses. Sincerely, Quantum Consulting Engineers, LLC Scott Tinker, P.E., S.E. Associate • • 1411 41" Avenue Suite 810 Seattle Washington 98101 p 206.262.9622 f 206.262.9507 ARCHITECTS February 11, 2013 Dave Larson City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Re: Project Number D13-014, 4320 S. 1315' Place Dear Dave, Please find below responses to your correction notice dated January 28th, 2013 in regard to project number D13-014, 4320 S. 13151 Place. Correction #1: Please see the revision to the egress plans on sheet G.0.2. Changes include adding a hatched egress path where emergency lighting is required. This path allows for 100' or less feet of travel from all portions of the tenant space. Notes have been added for the contractor to provide emergency lighting at the exterior of each exit. Correction #2: The mezzanine level of the proposed tenant space falls under exception 1 as described in IBC section 1104.1. A note regarding this exception has been added to the project description on sheet G.0.0. Correction #3: See structural engineers attached review memo response. Plan of the space has been added to sheet S2.0. Additional specific information reference has been added to the section D/A.6.2. Correction #4: The partition between the warehouse and Storage Platform 204 is a partial height partition (42" above finished floor) that acts as a guard rail. The opening on that wall is to be a swinging guardrail gate as shown in elevation E/A.6.3. A note has been added regarding the lock for that gate. Correction #5: Concrete special inspection has been added to the structural engineer's notes. See structural engineers attached review memo response. Correction #6: The area of the mezzanine and combined areas of work have been added on sheet G.0.0 in the project information. Correction #7: See structural engineers attached review memo response. The incorrect detail reference has been revised. Correction #8: The Floor/Room locations have been added to the revised 2009 Washington State Energy Code Compliance Form, Interior Lighting Summary. The calculations have been removed from the reflected ceiling plans as they do not fit. Correction #9: See sheet G.0.2 for revisions to the occupant load calculations on the ground 'floor ,-J2013 PERMITFtpCENTER and sheet G.0.0, project information to revised totals. CORRECTION b o • • 1411 4,^ Avenue Suite 810 Seattle Washington 98101 p 206.262.9622 f 206.262.9507 ARCHITECTS Correction #10: information for door 115 has been added to the door schedule on sheet A.9.0. Additional Revisions: In addition to the items listed above there were a number of additional notes and information added for clarification for the contractor. I have listed the revisions below that have been made on each sheet. G.0.1: A series of notes have been added or revised in the project notes regarding finishes and the responsibilities of the contractor. A.2A.1: The partition type between some rooms has been revised. Elevations tags have been revised to reflect the correction elevation on other sheets. Revisions to the general notes and additional keyed notes have been made for clarification for the contractor. A.2A.2: The partition type between some rooms has been revised. Elevations tags have been revised to reflect the correction elevation on other sheets. Revisions to the general notes and additional keyed notes have been made for clarification for the contractor. A.2B.1: Specific light fixture information has been added to lighting legend for the contractor's information. General notes, dimensions and additional keyed notes have been added for clarification for the contractor. The location of fixtures that are to provide emergency lighting has been added. A.2B.2: Specific light fixture information has been added to lighting legend for the contractor's information. General notes, dimensions and additional keyed notes have been added for clarification for the contractor. The location of fixtures that are to provide emergency lighting has been added. A detail tag has been added at the head of existing exterior windows. A relocated fixture was removed from the scope of work in the warehouse and additional ceiling fans have been added to the warehouse. A.2C.1: Additional outlets have been added to some parts of the warehouse and exterior. Additional outlets have been added in the server room. Additional general notes and key notes have been added for clarification for the contractor. A.2C.2: Notes regarding the use of junction boxes to be provided has been added to the plan and legend. Additional general notes have been added for clarification for the contractor. The equipment list has been revised to reflect the type of equipment located in the break room. A.2D.1: Specific finish information has been added to the finish specifications and additional keyed notes have been added for clarification for the contractor. A.2D.2: Specific finish information has been added to the finish specifications and additional keyed notes have been added for clarification for the contractor. A.5.0: Specific equipment information has been added to the restroom equipment list or revised and the plan has been revised to reflect the location of restroom equipment for the contractor. A.5.1: Additional notes and dimension have been added to the enlarge lobby stair plan for clarity. A door has been added to section E for clarity. A.6.1: A note regarding the location of mechanical items in the office portion of the suite has been added for clarification for the contractor. A.6.3: The title of elevation E has been corrected. Elevation M has been added to the sheet for clarification for the contractor. A.9.0: Additional general notes have been added for clarification for the contractor. tw ,`ste pd► `,sed 11111 ARCHITECTS • 1411 4'^ Avenue Suite 810 Seattle Washington 98101 p 206.262.9622 f 206.262.9507 A.9.1: Incorrect partition head condition removed to avoid confusion. Head condition per sections and structural detail. A.9.3: A handrail detail has been added and furred partition details have been revised for clarification for the contractor. Please contact me if you need any additional information or clarifications. Sincerely, Paul Grundhoffer n .City o Tu wi aJim Haggerton, Mayor Department of Community Development Jack Pace, Director January 28, 2013 Paul Grundhoffer 1411 Fourth Ave, Ste 810 Seattle, WA 98101 RE: Correction Letter #1 Development Permit Application Number D13-014 Normed — 4320 S 131 PI Dear Mr. Grundhoffer, 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 Building and Public Works Departments. At this time the Fire and Planning Departments have no comments. Building Department: Dave Larson at 206 431-3678 if you have questions regarding the attached comments. Public Works Department: Joanna Spencer at 206 431-2440 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431-3670. W:1Permit Center1Correction Letters120131D13-014 Correction Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: January 22, 2013 Project Name: Normed Permit # D13-014 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36. Please submit all plans on the same size paper. Revised plans need to be the same size as originally submitted). (If applicable) Structural Drawings and structural calculation sheets shall be stamped and signed. 1. The egress plan provided will need to include some additional information. We prefer that you show the main egress path that is required to have emergency lighting. The emergency light fixtures can be shown on this egress plan or referenced to an electrical plan. The intensity levels of the emergency lighting will need to comply with section 1006.4 IBC and the locations required are per section 1006.3 IBC. It has become common to shade this path and we prefer this as our inspectors check the light levels with light meters and they use the plan to determine where to test. You do not need to show common paths of travel. The shaded egress path that will have emergency lighting can be designed keeping a couple of rules in mind. All points in this tenant space must be within 100 feet of this path and it must lead to at least two exits in two distinct directions. Also note that one emergency light fixture is required on the exterior side of each exterior exit door. Exit signage should be included on the egress plan at the exterior exit doors and at intermediate locations where needed to direct exit travel. 2. The second level mezzanine is required to be accessible per section 1104.4 of the IBC. An elevator complying with ICC A117.1 standards is required. Check the IBC for other options. 3. Cross-section D on A.6.2 has a note that refers to structural for additional detail regarding the screen printing room. This area was not included in the structural plans. Please add structural plans as necessary. 4. The double doors from the mezzanine warehouse area will need to have a guardrail on the main warehouse side of the opening that can be opened after the doors are opened. This is to mitigate the code requirement for a landing (which would require a guard rail) or floor on both sides of the door. A sign should be posted on the doors stating "fall hazard beyond these doors" or something similar. 5. Item 14 on page S1.0 does not include concrete in the special inspection requirements. Please add or verify exception per chapter 17 IBC. 6. The permit application did not include the square footage for the mezzanine as second level floor. This is needed as the permit fees will be based on total square footage. 7. Detail 7 on S4.2 refers to detail 2 on S3.2. Page S3.2 was not included. Please add this page and check that all relevant pages are included. 8. The Floor/Room location section of the interior lighting budget was not filled in. Please complete. 9. The ground floor occupant load in the office area was based on 100 feet per person. Please calculate the occupant load per room use in the same way that the mezzanine level was calculated. If the first floor office area exceeds 50, it will need emergency lighting. 10. Door 115 at the Screen/Printing room is not in the door schedule. Please add. Should there be questions concerning the above information please contact the Building Division at 206-431-3670. DATE: PROJECT: PERMIT NO: PLAN REVIEWER: PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards January 22, 2012 Normed Building 4320 S 131st Place D13-014 Contact Joanna Spencer at (206) 431-2440 if you have any questions regarding the following comments. In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross -connection control program to protect the public water system from contamination via cross -connection. The City has determined that the subject building has correct backflows installed on the domestic water, fire prevention and landscape irrigation lines, however annual backflow test reports are overdue. a) Domestic water: 1.5" RPPA is overdue for testing. Their annual test month is August and the last test report received by,Public Works was August 2011. b) Fire prevention: 8" DCDA is overdue for testing with the same timeline. c) Landscape irrigation: 1.5" DCVA is also overdue for testing with the same timeline. Please have the backflows tested by a certified tester ASAP and submit passing test reports. If you need assistance locating these backflows in the field, please contact Mr. Todd Reedy, Public Works Water Quality Specialist at (206)571-6309. (W:PW Eng/other/Joanna Spencer/Comments 1 D13-014PW) Joanna Spencer From: Todd Reedy Sent: Thursday, January 17, 2013 7:52 AM To: Joanna Spencer Subject: RE: Normed Bldg. TI @4320 S 131st PL D13-014 Hi Joanna, Regarding the Normed property at 4320 S 131st PI: -The 1.5" RPPA is overdue for testing. Their annual test month is August and the last test report we received was August 2011. -The 1.5" irrigation DCVA is also overdue with the same timeline. -The 8" fireline DCDA also overdue for testing with the same timeline. Normed's other building next door at 4310 has a 2" RPPA for domestic service and 1.5" irrigation DCVA also overdue for testing with the same test schedule. They were notified about the need to test in August 2012. Have a good day, Todd From: Joanna Spencer Sent: Tuesday, January 15, 2013 5:37 PM To: Todd Reedy Subject: Normed Bldg. 11 @4320 S 131st PL D13-014 Todd, Are they current on their backflows ? Thanks, Joanna Phone: (206)431-2440 Fax: (206)431-3665 Joanna.Spencer@TukwilaWa.gov /www.TukwilaWa.gov D s o�� Joanna Spencer From: Todd Reedy Sent: Thursday, January 17, 2013 7:52 AM To: Joanna Spencer Subject: RE: Normed Bldg. TI @4320 S 131st PL D13-014 Hi Joanna, Regarding the Normed property at 4320 S 131st PI: -The 1.5" RPPA is overdue for testing. Their annual test month is August and the last test report we received was August 2011. -The 1.5" irrigation DCVA is also overdue with the same timeline. -The 8" fireline DCDA also overdue for testing with the same timeline. Normed's other building next door at 4310 has a 2" RPPA for domestic service and 1.5" irrigation DCVA also overdue for testing with the same test schedule. They were notified about the need to test in August 2012. Have a good day, Todd Joanna Spencer From: Liesa Kolonics <Ikolonics@normed.com> Sent: Thursday, February 07, 2013 10:41 AM To: Joanna Spencer Attachments: KM BT22220130207104302.pdf Joanna, Attached are the copies of the Backflow testing paperwork we spoke of. Please let me know if there is anything else you need. Thanks, Liesa Kolonics Customer Service and Graphics Manager E: Ikolonics @ normed.com P: (206) 242-8228 ext 312 TF: (800) 288-8200 ext 312 F: (206) 242-3315 www.normed.com Helping people heal for over 35 years. PERMANENT FILE COPY Dte•-olisi • • BACKFLOW PREVENTION ASSEMBLY TEST REPORT AFFORDABLE BACKFLOW TESTING (2116)369-6178 Pc"/98 o g l ZZfr, ACCOUN•1.# NAME OF PREMISE A)orAked SERVICE ADDRESS _ ;Zr CONTACT PERSON LOCATION OF ASSEMBLY P1/ 1 A DOW _11 NSTREAM PROCESS CommerctatResldential C� S CITY Ta-AL4_;47, ZIP 9e/K9 PHONE. 1 �•� NEW INSTALL. 0 1 XISTJNGXREPI,ACEMENT 0 OLD SER, N _ MAKE OF ASSEMBLY re b O MODEL L? 50 _SERIAL NO. H, ' 3 4, SIZE 1 . /1 DCVA RPBA D PVBA 0 OTHER PROPER INSTALLATION? YES$NO D SDC A / RIBA INITIAL CHECK VALVE NO,1 TEST PASSED ❑ FAILED LEAKED 0 PSID DCVA/RPBA CHECK_VALVE NO.2 LEAKED 0 _ PSI?) NEW PARTS AND REPAIRS CLEAN REP ACF. PART ❑ 0 ❑ ❑ ❑ 0 TEST AIrTER REPAIRS PASSED till FAILED LEAKED 0 3.2 PSID CLEAN REPLACE PART ❑ 0 © 0 ❑ ❑ D REM OPENED AT ?SID # I CHECK PSLD AIR GAP OK? CLEAN ik&PLACE PART o O 0 Magna AIR INLET OPENED AT ?STD DID NOT OPEN 0 CHECK VALVE t1ELD AT_ _ PSID LEAKED 0 CLEANED 0 REPAIRED ❑ LEAKED 0 IPSID OPENED AT PSID #I CHECK.. PSJD AIR INLET PSID CHK VALVE. __. ___PSID AIR CAP INSPECTION: Required minimum air pp separation provided'? Yes 0 No 0 Detector Meter Reading /� REMARKS: _ LINE PRRSSIIRE J PSI tilIV CONFINED SPACE? TES-"TERS SIGNATURE: �� `&11`&11CERT. NO.B433 I DATE 2-al-rz. TESTERS NAME PRINTED:-vo, . trick 1 TESTERS PHONE # (206)369-6178 \_ �_rM�� DATE 9 - it — C'� � ERT.9 -1-1,4 - Witt ; N0. X4331, PATE REPAIRED BY: FINAL'? EST 13Y: CALIBRATION DATE 1/13/12 GAUGE# 11111532 MOD £/£d L Midwest 845-5 SERVICE RESTORED? VES i 1 NO 0 I cental, rhe this report is accurate, and 1 love steed wAc: 206.490.490 approved idt methods aid tit equipment r 0 1 PERMANENT FILE COPY 902 ub8081ZZSZb 9NI1S31MO1JM9 81X181 -60-210Z • • BACKFLOW PREVENTION ASSEMBLY TEST REPORT AFFORDABLE BACKFLOW TESTING (206)369-6173 Pc, I 71 8 !er;!?Cif 17 ) ACCOUNT NAME. OF PREMISE A.; 11.. (1 SERVICE ADDRESS % CommercialResidential= CITY /( A4 : ; ,? ) l.rr. �? -C f .. 7.11 / j �( �� CONTACT PERSON PHONE f it Jrr L- 7 V "7..1kj N (/ C=1 C Cf�Cy j 1 C• LOCATION OF ASSEMBLY 5/ (oaf 11. f 0; 10 1.6\ DOWNSTREAM PROCESS C ? . S2 -k --- DCVAL RPBA 0 PVBA -0 OTHER 1= L,, A NEW INSTALL. 0 EXISTING REPLACEMENT 0 OLD SER. ti PROPER INSTALLATION? YES'NO 0 MAKE OF ASSEMBLYA r ice' MODEL --.71t...05 S SERIAL NO. 1 fJ 17-1-1 1 t ocSL`GE S f f INITIAL TEST PASSE(� FA1LE ❑ DCVA/RPBA DCVAIRPBA RPDA PVBA/SVBA CHECK VALVE NO.1 CHECK VALVE NO.2 OPENED AT PSID - — ;#1 CHECK PSID AIR INLET OPENED AT PSID. LEAKED 0 "► < PSID LEAKED 1 ,.3 2, ___. PSID . AIR GAP OK? __ DIDNOTOPE-N • NEW PARTS AND REPAIRS :1.1..-V, :LEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART ❑ ❑ CHECK VALVE HELD AT PSID SI IN ■ ❑ ■ —"` ❑ ❑ - ❑ ❑ LEAKED 0 0 0 _____ 0 • 0 ■ 0 0 CLEANED ■ 1 0 - - 0 ■ REPAIRED ■ TEST AFTER REPAIRS LEAKED 0 ..._.-.._ PSID --.._.. _.._. - OPENED AT!__PSID 41 CHECKPSID AIR INLET PSID I.EAK.ED • PSID CHK VALVE PSID PASSED ■ FAILED ❑ AIR GAP INSPECTION: Required minimum air gap separation provided? Yes 0 No 0 Detector Meter Reading �/ LINE PRESSURE t PSI CONE NED SPACE? TESTERS SLCNATURs� CERT. NO.D4331 DATE c—' --""R I '� TESTERS NAME PRINTED: Patrick Flahe TESTERS PHONE €1(206)369-61.78 REPAIRED BY: DATE REMARKS: FINAL TEST BY: CERT. NO. B4331 DATE CALIBRATION DATE 1/13/12 GAUGE # .11111532 MODEL Midwest 845-5 SERVICE RESTORED? Arodti NO 0 I (wall. dno this r pr.+r: [s accurate, and / hare used WAC 24ri-29/1.490 appro ed test methods hods and tesr equinniesn. 0 ERMAINFNT FILE COPY b131.O1LI ACCOLNT NAAIE: OE" PREMISF. BACKFLOW PREVENTION ASSEMBLY TEST REPORT AFFORDABLE BACK FLOW TESTIk6 206)369-6 I 73 k\17.2L- LLALZA Residerniel H3 (..)- SERVICE A.DDRESs _ t 5 (3i 54" I)/ cuvi•Acr PERPHONE TON OF DOW' REAM PROCESS Nr‘N. INSTALL C.-- EXIST' 7- RE PLACE:viENT PROPER INSTALLATION? 1E-INV\:0 MAKE OF ASSEMBL _MODEL_ 6:7.) SERIAL NO. 4, 3 SIZE • r C F DC '• t PICLA /1r - PV E3-3-: r_.: OTHER TEST PASSED FAILED 0 Nr PARTS AND REPAIRS DCVA RPB.A. CH ECK VALVE NO.1 LEAKED C . CLEAN 7t,1;;;'• PSI D DCVA RPDA CHECK VALVE NO.2 RPBA OPT--NED AT _ ?SID 1.-1A KED 0 CHECK PSD DID \JOT OPEN PSI Li AIR (.3AP OK:. •PVBA,'SVBA AIR INLET 0? EN D AT PSD TEST .AFTER ; REPAIRS 0 PASSED FAILED — RB,PLACE akar 7 0 r 0 n :-:!.:-..,.•,. :::e:...k::::,:;. 74., CH.E.CK VALVE 0 r-, 0 o 7 _ — LE AKE]) iiii: CLEANF.D REPAIRPD r - Ai R GAP INSPECTION. Rtouqtc a!;: REMARK'S: r cAx OPPNID AT PS:D AIR INLET " :=1 TESTERS SIGNATURE: CERT. O.B433 TESTERS NAME PRINTED: Patrick Flarlert! TESTERS PHONE 20069-61n REPAIRED BY: DATE FINAL Tr sT : CERT. NO. B4:2-1 DATE 41 CHECK CHKVALVESID ••=2.•±.....,•••••..•mmommi••••••••.4.1. Nc: Detector Meter fZeadiriF, LINE PRESSURE PSI CONFINED S.PACE?_ DAT —aZk 1Z CALIBRATION DATE 113i I 2 GALCE = 11 LIM MODEL Midwest g45-3 SERVICE RESTORED'? YES ri Ni) LP: report i; (tc,iirtac. on ft SerJ .4C 2-16-299-0) roprekv: Les; meth,,th •;:id fIlY01 PERMANENT FILE COPY D13 .014 BACKFLOW PREVENTION ASSEMBLY TEST REPORT AFFORDABLE BACKFLOW TESTING (206)369-6178 ACCOI`NT# NAM.E OF PREMISE kic. f 1\k±' SERVICE :1DORE-SS % >,/'` ..! r_/� ��/ Comnter•ciai' Residential T. • CITY /4 4 . r ` ZIP 51...?./(.55 CONT :AC'I PERSON -- - -- —._ PRONECK .? SC7G ? A XLa- 6 C itz7 1 i °1 LOCATION OF ASSE14L .1BL1' C.' S� c-> J r /1/17",f r',4C7 A,e Un &eiSIC, 0-1 DOWNSTREAM PKOCESS 'fe/11S ' _-.2—Q7/41,0/...)pc,A:RPBA PVBA © U-IHER_--_ NEW INSTALL u EXISTING tYREPL4CE'V1E��T 0 OLD SER. #1 PROPER INSTALLATION? VES NO 0 MAKE l�Q OF ASSEMBLY .-JQ..-MODEL ��I SERIAL NO. / / t I 3 `} 3 5 SIZE �/////``"`��NNNt !� INITIAL TEST PASSED,X/ FAILED O DCVA/RPBA DCVA/RPBA RPM, PVBA/SVBA CHECK VALVE NO.1 CHECK VALVE NO.2 OPENED AT 3-2- PSID 41 CHECK 6 7_PSID �/ :SIR GAP OK' leS AIR INLET OPENED AT PSID= -- DDID?SOT OPEN CI LEAKED 0 : : r 7 PSID LEAKED in t I -V Ill- PsiD NEW PARTS-----•■ AN[) . REPAIRS CLEAN REPLACE PART 0 0 - CLEAN REPLACE PART CLEAN REPLACE PART CHECK VALVE HELD AT PSID ■ ❑ 0 0 ■ ■ • 0 - 0 • I. -FAKED 0 ❑ • ❑-- ---- --" 0 ■ IN ■ CLEANED 0 REPAIRED 0 0 0 — -- 0 ■ ---- 1E -ST AFTER REPAIRS OPENED AT_____ PSID 1 CHECK _ _SID AIR INLET PS1D LEAKED • PSID LEAKED • PSID CHIC VALVE PSID PASSED ■ FAILED ❑ - 1 AIR GAP INSPECTION: Required minimum nit gap separation provided? Yes ❑ No 0 Detector Meter Reading —_ LINE PRESSURE14/5PS1 CONFINED SPACE? TESTERS SIC;NATURE: w (3'"? 1 —f E.RT. NO.B433 I DATE TESTERS NAME PRINTED: Patrick.Flaherty ! TESTERS PHONE # (206)369-6.178 REPAIRED BY: DATE CERT. NO. 134331 DATE REMARKS: - FINAL TEST BY: CALIBRATION DATE I/13/12 GAUGE 11111532 MODEL Midwest 845-5 SERVICE RESTORED? YES NO 0 I cerrrti' their this reparr is accurate. and 1 have used J4 4C 246-3y0490 approved test medradr and rest equipment. PERMANENT FILE COPY DI3' OI BACKFLOW PREVENTION ASSEMBLY TEST REPORT AFFORDABLE BACKFLOW TESTING (206)369-6178 pc/,98ro8 L,rzef,S ACCOUNT NAME OF PREMISE 100 r ke SERVICE ADDRESS g-V&Vr/yt" . ) S /.5/ F/ CITY rA -' /GS ZIP / /h 6 Commercial' Residential 7 PHONED.CONT.ICI PERSON 17 >� 7 [ r7 �_<� C 4� _?3 LOCATION OF ASSEMBLY DOWNSTREAM PROCESS NEW INSTALL 0 EXISTING ¥RE,PLA(EMENT 0 OLD SER. # PROPER INSTALLATION? YES NO 0 c:bf A !pi (/pc 5.S DCVAxRPBA ❑ PVBA 0 OTHERi :MAKE OF ASSEMBLY /jfrP MODEL 7- CCLIS SERIAL NO. 5 G c SIZE - 7C3 ' INITIAL TEST PASSED FAILED ■ DCVA / RPBA DCVA/RPBA RPHA PVBA/SVBA CHECK VALVE NO.1 CHECK VALVE NO.2 OPENED ATPSID _ — #t CHECK PSID AIR INLET OPENED AT PSID LEAKED • LEAKED 0 Ar .PSID DID NOT OPEN 0 {{ t t PSID AIR GAP OK? NEW PARTS_____■ AND REPAIRS CLEAN REPLACE PART ❑ ■ CLEAN REPLACE PART ❑ ❑ C(F.AN REPLACE PART CHECK VALVE HELD AT PSID ■ NI ■ ❑ ■ ■ ■ — �_} 0 0 0 0 —:._ - LEAKED 1 r III_ 0 ❑ 0 0 CLEANED 1 0 • — REPAIRED 1 TEST AFTER REPAIRS PASSED 0 FAILED ❑ OPENED AT __„__PSID #1 CHECK PSID AIR INLET PSID LEAKED • LEAKED • --- - PSID -- psi!) CHK VALVE PSID .._. AIR GAP INSPECTION: Required minimum au gap separation ptovid tr Yes 0 No 0 Detector Meter Reading REMARKS: _4111 , .,30`r TESTERS SIGNATURE: LINE PRESSURE PSI CONFINED SPACE? CERT. NO.B4331 DATE 0 TESTERS NAME PRINTED: Patrick Flaherty TESTERS PHONE # (206)369-6178 REPAIRED BY: DATE FINAL TEST BY:_ CERT. NO. B4331 DATE . CALIBRATION DATE 1/13/12 GAUGE # 11111532 MODEL Midwest 845-5 SERVICE RESTORED? YES NO 0 I certify thus this rrprn is accurate, and / have used W.4C 246-290498 appraved rat methods and test equipment. PERMANENT FILE COPY D 13 � D� BACKFLOW PREVENTION ASSEMBLY TEST REPORT AFFORDABLE BACKFLOW TESTING (206)369-6178 ) ACCOUNT # NAME OF PREMISE SE R VICE ADDRESS 4/ CONTACT PERSON LOCATION OF .ASSEMBLI DOWNSTREAM PROCESS. Commercia&t Residential:7 CITY /(-t. 4/4 ,, ZIP t, no -NE f?"60?VLi 9 ,474-9206 I L. rrorel h f) Se tcI4 .c de or bier, p /sr - (P. DM A IRPBA MIA 0 OTHER — NEW !Ns -TALE 0 EXIS TING REPLACEMENT 0 OLD SER. 4- PROPER INSTALLATION? YESXNO 0 it N1AKE OF ASSEMBLY (7.-r) MODEL F._) SF_RIAL NO. //OS ? • SIZE 1.5 INITIAL TEST PASSEIe FAILE • DCVA / RPBA DCVA / RP.BA • RPBA PVBA/SVBA CHECK VALVE NO.1 CHECK VALVE N0.2 OP.ENED AT ._. PS1D #1 CHECK 7. CI: .PSID , AIR GAP OK? )4 i '2_, AIR rhiLET OPENED AT ---_ PSID DID NOT OPEN 0 LEAKED 0 ---7 ci PSI, __ ' t___J____ D LEAKED • -fit PSID ,.. NEW PARTS AND REPAIRS CLEAN REPLACE PART CLEYILACE PART CAN REPLACE PART 0 0 CHECK VALVE HELD AT_ __ PSH) LEAKED 0 • 0 0 • • 0 0 0 0 0 . 0 0 --- 0 0 0 • 0 0 • 0 CLEANED 0 REPAIRED 0 • 0 TEST AFTER REPAIRS PASSED 0 FAILED 0 • LEAKED 0 - - PSID LEAKED 0 OPENED AT PS1D _____._ #1 CHECK__ PSID AIR INLET PRI) CH.K VALVE PSID -- AIR GAP INSPECTION: Required minimum Ail gut) separation provif30? Yey No 0 Detector Meter Reading LINE PRESSURE (55 PS1 REMARKS: TESTERS SIGNATURE: TESTERS NAME PRINTED: Patrick Flaherty REPAIRED .BY: FINAL TEST BY: CONFINED SPACE? CERT. NO.B433 1 DATE - TESTERS PHONE # (206)369-6178 DATE CERT. NO. B4331 • DATE CALIBRATION DATE 1/13/12 GAUGE # 11111532 MODEL Midwest 845-5 SERVICE RESTORED? NO 0 eetnifit mat this Ivan is accurate, find 1 have used TS -AC 246-29049U approve test melba& and test equipment PERMANENT ALE COPY b. 13-0111 • • PLAN REVIEW CHECKLIST - (Nonstructural) Permit App. DB- (31/ y By: DC.-- IBC Edition ?,L 2?& State Amend. Date: 7 � 6 / 3 Project title: /vaemk-- t/ +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Classify the building or portion thereof in accordance with Chapter 3 Determine the type of construction of the building in accordance with Chapter 6. Determine if the location of building on the site and clearances to property lines and other buildings on the site plan are in accordance with code provisions. 9 Review for conformity with General building height and area limitations in accordance with Chapter 5. Review for conformity with special detailed requirements based on use and Occupancy. Review for conformity with Type of Construction requirements of Chapter 6. 9' Review for conformity with Fire and Smoke protection features of Chapter 7. Review for conformity with requirements of interior finishes of Chapter 8. 0 Review for conformity with requirements for fire protection systems of Chapter 9. Review for conformity with requirements for means of egress requirements of Chapter 10 9" Review for conformity with requirements of accessibility in accordance with Chapter 11, and ICC A117.1 IS/ Review for conformity with Washington State Energy Code. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ✓ In circle = topic has been reviewed for the application. X in circle = topic is not relevant to proposed scope of work. "ERMIT COORD COPY • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-014 PROJECT NAME: NORMED SITE ADDRESS: 4320 S 131 PL Original Plan Submittal Response to Correction Letter # DATE: 07-29-13 Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPAR MENTS• Budding � i •�� ``� Pubic Works W\ M S- cy) ire Prevention Structural CVL N/,4- Planning Division 11 Permit Coordinator IP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 08-01-13 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: TUES/THURS ROUTING: Please Route141Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved I' Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 08-29-13 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 I pE C`•t DC l PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-014 DATE: 02-13-13 PROJECT NAME: NORMED SITE ADDRESS: 4320 S 131 PL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: t uiI ing Division Fire Prevention Public Works Structural Planning Division ❑ Permit Coordinator El DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 02-14-13 Not Applicable Comments: Permit Center Use Only __T INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUESITHURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03-14-13 Approved ❑ Approved with Conditions g Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 iIPERMtT COORD COPY] PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-014 DATE: 01/08/12 PROJECT NAME: NORMED SITE ADDRESS: 4320 S 131 PL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: �-L 4i.ved1611'1- Building Division um ,cwt ktoc Fire Prevention Public Worksj Ie I�11113 Structural m9L pre►2 / Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Igf Incomplete ❑ DUE DATE: 01/10/13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUESITHURS ROUTING: Please Route k REVIEWER'S INITIALS: Structural Review Required ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02/07/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) tgj Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 3gp Fire 0 Ping 0 pwlgt Staff Initials: PROJECT NAME: SITE ADDRESS: L\ s 131 1( PERMIT NO: t - Q 4 ORIGINAL ISSUE DATE: N—(O—i'3 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF INITIALS -1-o-13 � o— 13 , 2-l51..3 Summary of Revision: G �, v 1 .e re c S o.,�� i . Loa r� �0 1)Se , Gi v4 Received hy: .,i est {.D ttrit.ICS REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: ' Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City tt Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 77 Plan Check/Permit Number: D13-014 ❑ Response to Incomplete Letter # Response to Correction Letter # _ - • -• Revision # / after Permit is Issued ❑ Revision requested .by a City Building Inspector or Plans Examiner Project Name: Nonmed Project Address: 4320 S 131 P1 Contact Person: 13.0L (a fztL.IP44 o Phone Number: 2GYv • Z(0•2. 9 (o Z Z Summary of Revision: fe\I 1 Sl Ot.I S i rte( t:1— tIl'A ^10V--- CB Es Ta T4 2E55 f- rt 4 !^IAS" t-itr7JSS't'ns Tb ACLaU t Eat CA -P, W 14.0uS : tk C L-OC—M7 dr J S ?> rA lt— rluM A 17oA [of.lS JrJc -t T{t� Amp 1 Ti o raj o r A- 4.1 22 l-fr'U iZG F G- t, iN G pi—A4...1 o �1 SHAT" A . -S• 3 10 i ND I C�P.� - -t-r!t ri tm. i 1-4 Ca ItT7 NCI / r l w ihtt2- Novi AECE9VED CIV -or TUKtviLp. PERMIT CENTEFP Sheet Number(s): (. D. O (� . D . Z , A.2-15• "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: .— Entered in Permits Plus on 7)6-f3 C .UseMjemtifer-m`.Desktop. Revision Submittal Form.doe Revised: May 2011 i City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http:i/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: Z I 1 I 1 �j ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner Plan Check/Permit Number: D13-014 Project Name: Normed Project Address: 4320 S 131 PI Contact Person: 1At.l 1._— e -t1 t..lp1 � Phone Number: 'ZC;6.. 24,-Z • X? z 2. Summary of Revision: PcttPC-it7 t t✓iOS raiz_ t 'CAt L.vp n1S RECEIVED YOF1UKWILA •A .. n 'atnlAi lI w 1.Q PERMIT CES 6.0.O, (4.0.1A. 0. 2, A • 2A .t, A.24..2-, A •28. /, 4.2¢ Z, A-24.04 . ye . Z, A ,301,A.2DL. Z, A.5 .o Sheet Number(s): asdA.s.r, a.4.I)4to. Z,A.L.3 AFr. oia.4./,A•4.3. "Cloud" or highlight all areas of revision induding date of revisi Received at the City of Tukwila Permit Center by: ®.Entered in Permits Plus on C .Users lemtikr-m\Deaktop'Revisiou Submittal Form.doe Revised: May 2011 Contractors or Tradespeople Pter Friendly Page General/Specialty Contractor A business registered as a construction contractor with LtiI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite/Apt. City State Zip County Business Type Parent Company TCL PARTNERS CORPORATION 4255850854 Suite 103 1600 MILL CREEK BLVD Mill Creek WA 98012 Snohomish Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 602930767 Active TCLPAPC919QD Construction Contractor 11/4/2009 7/10/2013 General Unused Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status JB5COC'916MSJ65 CORPORATION Construction Contractor General Unused 7/10/2009 7/10/2011 Inactive Business Owner Information Name Role Effective Date Expiration Date SYLESTER, FRANCES MARIAN Agent 11/04/2009 Amount MERISKO, CARL WILLIAM Chief Financial Officer 06/22/2011 DTC05A09225ATIL11 MERISKO, BRIAN JAMES President 11/04/2009 MERISKO, DAVID JAMES Secretary 11/04/2009 Travelers Property Cas Co of A SYLVESTER, SUSAN MARIE Treasurer 11/04/2009 SYLVESTER, SCOTT JAMES Vice President 11/04/2009 5 SYLVESTOR, JAMES RAYMOND Vice President 11/04/2009 09/06/2012 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 American Contractors Indem CO 100087506 11/04/2009 Until Cancelled $12,000.00 07/10/2009 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 7 Travelers Indemnity Co of Ame DTC05A09225ATIL11 09/06/2012 09/06/2013 $1,000,000.0009/12/2012 6 Travelers Property Cas Co of A DTSMCUP5A09225ATIL11 09/06/2011 09/06/2012 $4,000,000.0009/10/2011 5 Travelers Property Cas Co of A BA5A09225ACNS11 09/06/2011 09/06/2012 $1,000,000.00 09/10/2011 4 Travelers Property Cas Co of A DTC05A09225ATIL11 09/06/2011 09/06/2012 $1,000,000.00 09/10/2011 3 Western Heritage Ins Co SCP0828666 10/27/2010 10/27/2011 $1,000,000.00 06/07/2011 2 SCP0755799 06/05/2010 06/05/2011 $1,000,000.00 06/04/2010 httns://fortress.wa. aov/lni/bbin/Print.asnx 04/10/2013 ARCH / INTERIOR ABBREVIATIONS SYMBOLS BUILDING SUMMARY PROJECT TEAM ACT -ACOUSTIC CEILING TILE MFR -MANUFACTURER ADJ -ADJUSTABLE MGMT -MANAGEMENT AFF -ABOVE FINISH FLOOR MGR -MANAGER ALT -ALTERNATE MIN -MINIMUM ALUM -ALUMINUM MISC -MISCELLANEOUS APC -ACOUSTIC PANEL CEILING M.R. -MOISTURE RESISTANT APPROX -APPROXIMATE M/R -MOISTURE RESISTANT ARCH -ARCHITECTURAL MTD -MOUNTED AV -AUDIO VISUAL MTL -METAL A/V -AUDIO VISUAL (N) -NEW BLDG -BUILDING N/A -NOT APPLICABLE BOT -BOTTOM NIC -NOT IN CONTRACT B/S -BUILDING STANDARD NTS -NOT TO SCALE CAB -CABINET OC -ON CENTER CL -CENTER LINE OD -OUTSIDE DIAMETER CLG -CEILING OFF -OFFICE CLR -CLEAR OPNG -OPENING COL -COLUMN OPP -OPPOSITE CONC -CONCRETE OVHD -OVERHEAD CONF -CONFERENCE P -PAINT DEMO -DEMOLITION PART -PARTITION DEPT -DEPARTMENT PERF -PERFORATED DF -DRINKING FOUNTAIN PERIM -PERIMETER DIA -DIAMETER PERP -PERPENDICULAR DIFF -DIFFUSER PLAM -PLASTIC LAMINATE DIM -DIMENSION PLYWD -PLYWOOD DTL -DETAIL PT -PRESSURE TREATED DW -DISHWASHER PVC -POLYVINYL CHLORIDE DWG -DRAWING QTY -QUATITIY (E) -EXISTING (R) -RELOCATED EA -EACH RA -RETURN AIR EL -ELEVATOR RCP -REFLECTED CEILING PLAN ELEC -ELECTRICAL REC -RECESSED ELEV -ELEVATION REF -REFERENCE EQL -EQUAL REFR -REFIGERATOR EQUIP -EQUIPMENT REL -RELOCATE EXT -EXTERIOR REV -REVISION OR REVISED FA -FIRE ALARM RFG -REFRIGERATOR FD -FLOOR DRAIN RM -ROOM FE -FIRE EXTINGUISHER RO -ROUGH OPENING FEC -FIRE EXTINGUISHER CABINET RTD -RATED FFE -FINISH FLOOR ELEVATION SCHED -SCHEDULE FIN -FINISH?;" FLUOR -FLUORESCENT SF -SQUARE FEET/FOOT SHT -SHEET FLR -FLOOR SIM -SIMILAR FO -FACE OF SPEC -SPECIFICATIONa� FOIL -FURNISHED BY OWNER, INSTALLED SPKR -SPEAKER BY CONTRACTOR SPKLR -SPRINKLER FR -FIRE RATED/RESISTANT/RETARDENT SQ -SQUARE FDIC -FURNISHED BY TENANT, INSTALLED STD -STANDARD BY CONTRACTOR STL -STEEL FURR -FURRING STG -STORAGE G1 S -GOOD ONE SIDED STOR -STORAGE G2S -GOOD TWO SIDED STRL -STRUCTURAL GA -GAUGE STRUC -STRUCTURAL GC -GENERAL CONTRACTOR SYMM -SYMMETRICAL GL -GLASS TBD -TO BE DETERMINED GWB -GYPSUM WALL BOARD TEL -TELEPHONE OR TELECOM GYP -GYPSUM TEMP-TEMPEREDh EM -THICKNESS HC -HANDICAPPED THK -HARDWARE -TOP: HDW TO OF HM -HOLLOW METAL (STEEL FRAME) TOS -TOP OF SLAB . HR -HOUR TYP -TYPICAL INCL -INCLUDED OR INCLUDING UON -UNLESS OTHERWISE NOTED, ` INFO -INFORMATION UPS -UNINTERRUPTED POWER SUPPLY ILNASUL V -11AVA ONION Y VCT -VERIFY INM FIELD ION TILE LF -LINEAR FOOT W/ -WITH MATL -MATERIAL WC -WATER CLOSET MAX -MAXIMUM WD -WOOD MDF -MEDIUM DENSITY FIBERBOARD WH -WATER HEATER MECH -MECHANICAL W/O -WITHOUT MEZZ -MEZZANINE ELEVATION REFERENCE SYMBOL + INDICATES FINISHED 1. PROJECT ADDRESS: TENANT: STRUCTURAL ENGINEER: 1 SURFACES TO ALIGN NORMED NORMED QUANTUM CONSULTING ENGINEERS U DETAIL ID DRAWING TITLE BAR 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 4310 SOUTH 131ST PLACE 1511 THIRD AVENUE, SUITE 323 TUKWILA, WA 98124 SEATTLE, WA 98101 L A.06.XX R DETAIL IDENTIFICATION DRAWING TITLE 2. APPLICABLE CODES & ORDINANCES: TEL: 206.242.8228 TEL: 206.957.3900 FAX: 206.242.3315 SHEET N0. D SECTION REFERENCE SYMBOLTITLE GRAPHICAL SCALE A BUILDING CODES INTERNATIONAL BUILDING CODE 2009 B REGULATIONS & ORDINANCES FAX: 206.957.3901 ATTN: LAWRENCE SHAW ATTN: SCOTT TINKER ARCHITECT/DESIGNER: GENERAL CONTRACTOR: ` O ° 3' '' NFPA WEAVER ARCHITECTS, INC. TBD DTL I FLOOR ELEVATION SYMBOLS C ACCESSIBILITY INTERNATIONAL BUILDING CODE 2009 1411 - 4TH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 PLUMBING, MECHANICAL, ELECTRICAL SHT 921-0" +1 -0 NOMINAL FLOOR ICC/ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES - 2003 TEL: 206.262.9622 FIRE/LIFE SAFETY ENGINEER: TBD - FAX: 206.262.9507 BIDDER DESIGN -BUILD BY G.C. DETAIL REFERENCE SYMBOL /- ELEVATION 3. GENERAL BUILDING DESCRIPTION: ATTN: PAUL GRUNDHOFFER HEIGHT (ABOVE/BELOW) DTL BUILDING SPACE / ROOM ID TYPE OF CONSTRUCTION: III -B FIRE RESISTIVE SYSTEM: SPRINKLED PER NFPA13 QUICK RESPONSE DRAWING INDEX SHT OFFICE SPACE NAME SHAFT ENCLOSURES: NOT RATED PER 708.2, EXCEPTION 9 'B' "S-2" COLUMN AND/OR GRID LINE SYMBOL 1127 �- SPACE NUMBER OCCUPANCY TYPE: OFFICE / STORAGE NON -SEPARATED USES PER IBC 508.3 \DRAWING ISSUED DIMENSION LINE: 20 - DOOR O SYMBOL a o 4. EXITS: ® APPROXIMATE AREA OF CONSTRUCTION: 4,119 SQ. FT. (GROUND FLOOR), 2,762 SQ. FT. (MEZZANINE) TOTAL AREA BOTH FLOORS: 6,881 SQ. FT. DATE 11/28/12 01/07/13 02/11/13 02/18/13 02/18/13 �- `�' TOTAL APPROXIMATE SUITE AREA: 30,261 SQ. FT. �o GENERAL OCCUPANT LOAD FACTOR: 0 DOCUMENT SHEET SYMBOL , OFFICE: 100 SQ. FT. / OCC. X X X X X X G.0.0 COVER SHEET / PROJECT INFORMATION XO X X X X G.0.1 PROJECT' NOTES -� KEYED SHEET NOTES L ANGLE WAREHOUSE: 500 SQ. Ff. / OCC. ASSEMBLY: UNCONCENTRATED 15 SQ. FT. / OCC. X X X X X G.0.1 EGRESS PLANSO/ PLUMBING CALCS @ AT G1 - GLAZING SYMBOL NUMBER OF TOTAL PROPOSED OCCUPANTS: 149 TOTAL (99 GROUND FLOOR / 63 MEZZANINE) X X X G.0.3 ENERGY CALCULATIONS OFFICE GROUND FLOOR: SQ. FT. = 35 OCC. Q CENTERLINE A ►- REVISION NUMBER CONFERENCEAEHOUSEGROUND FLOOR: SQ. 16 OCC. ARCHITECTURAL INTERIORS X X X X A.2A.1 GROUND FLOOR CONSTRUCTION PLAN LOO R: 23,753235 SQ.FFT. WAREHOUSE ®GROUND FLOOR: = 48 OCC. STREET MAP OFFICE 0 MEZZANINE: 1,129 SQ. FT. = 12 OCC. X X X X A.2A.2 MEZZANINE CONSTRUCTION PLAN CONFERENCE 0 MEZZANINE: 726 SQ. FT. = 49 OCC. X X X X A.2B.1 GROUND FLOOR:REFLECTED CEILING PLAN WAREHOUSE 0 MEZZANINE: 907 SQ. FT. = 2 OCC. Q _ = IT X X X X A. 26.2 MEZZANINE A INE REFLECTED -CEILING PLAN NUMBER OF EXITS REQUIRED: 2 1 Si 5 t _ p X A.2B.3 WAREHOUSE REFLECTED CEILING PLAN 4 c $ MINIMUM EGRESS WIDTH REQUIRED: 3 -8 X X X A.2C.1 GROUND FLOOR POWER & DATA PLAN x= I : 8 i#8,s COMMON PATH OF TRAVEL: 100 SPRINKLED PER NFPA13 ® X X X A.2C.2 MEZZANINE FLOOR POWER & DATA PLAN ; g t- ' = X X X A.2D.1 GROUND FLOOR FINISH PLAN r ' P� v` 5. PROJECT DESCRIPTION: X X X A.2D.2 MEZZANINE FLOOR FINISH PLAN kot INTERIOR IMPROVEMENT TO PROVIDE A OFFICE SUITE, RESTROOM FACILITIES AND MEZZANINE LEVEL WORK 7zamsi" � '� INCLUDES NEW STRUCTURE, PARTITIONS DOORS LIGHTING PLUMBING FIXTURES AND FINISHES. MEZZANINE X X X A.5.0 ENLARGED RESTROOM PLAN AND ELEVATIONS ` �.K s l aihw NOT ACCESSIBLE' PER IBC 1104.4, EXCEPTION 1. X X X A.5.1 ENLARGED STAIR PLANS / SECTIONS / DETAILS "s X X X X A.6.1 BUILDING SECTIONS �PP X X X A.6.2 WALL SECTIONS ►'' a1, � �'� atri�crdui3nrpat LEGAL DESCRIPTION X X X A.6.3 MILLWORK ELEVATIONS s� +rix Y T- X X X A.9.0 DOOR / GLAZING SCHEDULES / DETAILS mn PROJECT PARCEL #7349200095 X X X A.9.1 PARTITION TYPES DETAILS / , =�� `�,LOCATION �� '� � � �& RIVERTON REPLAT LOTS 1 TO 5 LOTS 5,6 7 TGW PORTION OF VACATED 43RD PLAT X X A.9.2 CEILING DETAILS s, t ts� , - Iu' s,F SOUTH ADJ- CITY OF TUKWILA ORDINANCE NO 1104 TGW LOTS 14, 15 & 16 TGW X X X A.9.3 MISC. DETAILS , , ttr,ary PORTION OF VACATED 44TH PLACE- SOUTH ADJ CITY OF TUKWILA ORDINANCE NO 1168 X X A.9.4 MILLWORK DETAILS FLOOR TRANSITIONS / =- , ' 7,I�""'` STRUCTURALG ��"�` ��� ��� �' S - `@ �j= � �t3r1K $� -. '`� iy1 X X X S1.0 GENERAL STRUCTURAL NOTES ,: .. w _ -543 yz �a.�`�e REVISIONS X X S1.1 MILLWORK' DETAILS / FLOOR TRANSITIONS �y92"��' � " s i`d _', ������ etX No changes shall be made to the scope X X S2.0 FOUNDATION PLAN _ °akoll °��. ter- of work without prior approval of x X S2.1 MEZZANINE FLOOR FRAMING PLAN T ' Tukwila Building Division. x x X S3.0 TYPICAL FOUNDATION / SLAB DETAILS t �rsrrr n: Hea' E RRr�un9F�sntrt{ NOTE: IiCVi Ions will require a new plan submittal q X x S4.0 TYPICAL WOOD DETAILS m--------- � � � .r _ <�' # - include and may In�,ude adddlonal plan review fees. � X X S4.1 TYPICAL WOOD DETAILS REVIEWED FOR ,� ��. X X X S4.2 TYPICAL FLOOR DETAILS CODE COMPLIANCE 0. - X X S5.0 TYPICAL STEEL DETAILS APPROVED w SITE PLAN . 1 " - 4 O ' _ PROPERTY UNE N _ AUG 122013 ' -- _ - - - - -i .� EXISTING HYDRANT City Of L! i1�3' BUILDING I ISI ON �� PAVEMENT EDGE DEFINITIONS AND DIMENSIONS • EXISTING EXISTING BUILDING � OUTLINE oHYDRANT A. DEFINmONS: NIC E1�1511NG TENANT 1. "TYPICAL' OR 'EYP' INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDFON NOTED. 2. 'SIMILAR' OR *SIM.' INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO 1HE CHARACTERISTICS FOR THE CONDMON NOTED. 3. "AS REQUIRED' INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. 'ALIGN' INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS. 5. CLEAR INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. B. DIMENSIONS: 4320 s i31STPLACE,3' -9 vSUITE �' 100 \ _ NORMED � C \ . - 1-0( PNIV 4320 SOUTH 131ST PLACE 1 ak0R ,306 SQ.FL TUKWILA, WA 98124 I - ' 2,455 SQ FD = I SEE G.0.2 FOR OCCUPANCY I T ` INFORMATION AND EGRESS I c a 1 S=2 IPlINCY: • I 5'- 6 1ST FI B� QfTf GENERAL AREA OF WORK t / \ ,y \ , �� _ :T �v 1 PAVEMENT o EDGE _ _ �,\N-• EXISTING V &�c� HHUH r I UH o 0 1 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED. 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. A. STRUCTURAL DRAWINGS B. LARGE SCALE DETAILS C. SMALL SCALE DETAILS C. ENLARGED PLANS AND SECTIONS D. FLOOR PLANS 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL UNLESS NOTED ABOVE FINISH FLOOR - 'AFF'. 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE NOTED. 7. DOCUMENTS ARE DRAWN DIAGRAMAT1CALLY, AND SCALED DIMENSIONS ARE APPROXIMATE DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. ( I I 1 I ',yo PAVEMENT �' CONTRACTOR TO PROVIDE NEW EXTRUDED CURB TO EDGE MATCH EXSTING N. FILE COPY _E �c'90 p �%.- 0 � Permit No. a _ r „ - ��... � � � . ,� � . �. ��=:4�.e, zit �..� ��,.,�-.1„ Plan review approval is subject to errors and omissions. PAVEMENT Approval of construction documents does not authorize EDGE the violation of any1 adopted code or ordinance. Receipt \ of approved Field Copy and conditions is acknowledged: SEPARATE PERMIT REQUIRED FOR: \PROPERTY UNE By S . Date: 1 l5 I 1til,Mechanical - - 10M Electrical SOUTH 131ST PLACE , t. City Of Ttbkwila Plumbing BUILDING DIVISION Gas Piping City of Tukwila BUILDING DIVISION Q13,01L1 CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 Approved by: Date: CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND - BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT, FINISH ! ' SELECTIONS, SCOPE OF WORK, AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE, FURNISHINGS, AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND/OR INITIATION OF CONSTRUCTION, AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING OWNER / REPRESENTATIVE AND THE TENANT. Professional seal at REGISTERED ARCHITECT HENRY A. WEAVER STATE OF WASHINGTON No. Issue Description Date DD SET 11.28.12 PERMIT SET 01.07.13 m PERMIT COMMENTS 02.11.13 BID SET 02.19.13 ® PERMIT REVISIONS 07.29.13 RECEIVED CITY OF TUKWILA JUL 2 9 2013 RECEIVED AUG 012013 PERMIT CENTER PUBLIC WORKS Drawn by: PG Reviewed by: HW Project No: # 12-072-00 COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36". Scale entities accordingly if reduced G.0.0 KEYED SHEET NOTES 1 VERIFY THAT EXISTING UGHTS AT EXTERIOR SOFFIT OR BOLLARDS ARE EMERGENCY LIGHT FIXTURES. IF NOT 1 MODIFY OR REPLACE FIXTURES AS REQUIRED TO MEET REQUIREMENTS OF IBC SECTION 1006.3. 2 HATCH SIGNIFIES EGRESS PATH, LIGHT FIXTURES TO PROVIDE EMERGENCY LIGHTING TO ALLOW FOR LIGHT LEVEL 2 COMPLYING WITH IBC SECTION 1006.4. SEE A.2B.1 AND A.2B.2 FOR ADDITIONAL INFORMATION AND LIGHT FIXTURES IN OFFICE AREA AND A.2B.3 FOR WAREHOUSE EGRESS UGHTING. 3O PROVIDE NEW EXIT SIGN ABOVE, SEE REFLECTED CEIUNG PLAN LEGEND FOR MORE INFORMATION. OPROVIDE WALL MOUNTED EMERGENCY UGI -MNG UNITS IN WAREHOUSE TO ILLUMINATE EGRESS PATH TO ALLOW FOR LIGHT LEVEL COMPLYING WITH IBC SECTION 1006.4. 5OVERIFY THAT EXIT SIGN NOT REQUIRED PER IBC SECTION 1011.1 EXCEPTION 2 AT STOREFRONT MAIN EXIT WITH BUILDING OFFICIAL. PROVIDE ONLY IF REQUIRED AT THIS LOCATION. PROVIDE NEW EXTERIOR GYPSUM BOARD SOFFIT W/ NEW PAINT FINISH TO MATCH EXISTING ADJACENT ENTRY LOCATIONS. LOCATE EXISTING CAN LIGHTS WITHIN EXTERIOR SOFFIT. REVISE EXISTING DOOR HARDWARE: REMOVE AND CAP EXISTING THUMB TURN LOCKS, REMOVE INTERIOR PUSHBAR AND PROVIDE DEADLATCH WITH LEVER FUNCTION AT INTERIOR AND KEYED LOCK AT EXTERIOR, LATCH TO ALLOW FOR EGRESS FROM THE BUILDING BY DEPRESSING THE LEVER HANDLE W/ NO OTHER ACTIONS REQUIRED. REVISE LIGHT CONTROLS AS REQUIRED PER CODE THROUGHOUT WAREHOUSE AS NEEDED TO ACCOUNT FOR NEW CONSTRUCTION AND REMOVAL OF HIGHBAY LIGHTS WHERE INDICATED. NEW EXTERIOR DUPLEX OUTLET. NEW SURFACE MOUNT FREEZE PROOF HOSE BIB, PROVIDE 90 DEGREE BALL VALVE SHUTOFF AT INTERIOR OF BUILDING. PROVIDE ACCESS PANEL IN FURRED PARTITION. WAREHOUSE RACK ROW AT THIS LOCATION ALLOW FOR PASSAGE BELOW WITH A CLEAR HEIGHT OF 8'-0' ABOVE THE WAREHOUSE FLOOR. WAREHO jSE 0 23,753 SQ. FT. C�1 II 111 II II 111 II Hi - II 111 II GROUND FLOOR: = 48 OCC. In 1 II 11 11 II HH II 1111 II HH II 1111 II OFFICE 0 GROUND FLOOR: 3,490 SQ. FT. = 35 OCC. NOTE: WAREHOUSE STORAGE, RACKS, EQUIPMENT AND FURNITURE BY OTHERS UNDER SEPARATE PERMIT. ALL ITEMS SHOWN SHOWN ARE FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR MODIFICATION TO THE FIRE/LIFE SAFES SYSTEMS TO MEET CURRENT BUILDING CODE AS NECESSARY FOR NEW CONSTRUCTION. PLUMBING FIXTURE CALCULATIONS MINIMUM PLUMBING FIXTURES FROM TABLE 2902.1 WASHINGTON STATE BUILDING CODE CLASSIFICATION PROPOSED OCCUPANTS PORTION OF REQUIRED WATER CLOSETS BASED ON REQUIREMENTS OF TABLE 2902.1 TOTAL WATER CLOSET REQUIRED TOTAL FIXTURES PROVIDED MEN WOMEN MEN WOMEN MEN WOMEN UNISEX STORAGE 25,672 SQ. FT. / 5,000 5.13 OCC. 2.57 MEN / 2.57 WOMEN 0.26 0.26 0.89 0.89 1 W.C., 1 URINALS 1 LAV., 2 W.0 1 LAV., 1 W.C., 1 LAV., BUSINESS 3,763 SF / 200 18.8 OCC. 9.4 MEN / 9.4 WOMEN 0.63 0.63 REVIED FOR CODE COMPLIANCE APPROVE© AUG 12 2013 City of TU4cwit3 BUILDING DIVISION REVISION N0:1 04 GROUND LEVEL EGRESS PLAN 0 16' 32' 48' t► 1/16" = 1'-0" MEZZANINE LEVEL EGRESS PLAN 0 16' 32' 48' B RECEIVED CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 11,11 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 Professional seal p -t .NRY A. WEAVER ':TATE OF WASHINGTON No. Issue Description Date PERMIT SET 01.07.13 ® PERMIT COMMENTS 02.11.13 BID SET 02.19.13 ADDENDUM 1 03.07.13 A PERMIT REVISIONS 07. XX.13 Drawn by: PG Reviewed by: Project No: 12-072-00 HW CITY OF TUKWILA EGRESS PLANS / JUL 2 9 2013 PLUMBING CALCS PERMIT CENTER 1/16" = 1'-0" Original drawing is 24" x 36". Scale entities accordingly if reduced G.0.2 KEYED SHEET NOTES WAREHOUSE RACKS BY OTHERS UNDER SEPARATE PERMIT, SHOWN FOR REFERENCE ONLY. EXISTING SKYLIGHT / SMOKE VENT TO REMAIN. EXISTING CEIUNG FAN TO REMAIN. EXISTING GAS FIRE SPACE HEATER TO REMAIN. HATCH SIGNIFIES EGRESS PATH BELOW, LIGHT FIXTURES TO PROVIDE EMERGENCY LIGHTING TO ALLOW FOR LIGHT LEVEL COMPLYING WITH IBC SECTION 1006.4. SEE A.2B.1 AND A.2B.2 FOR ADDITIONAL INFORMATION AND UGHT 55 FIXTURES IN OFFICE AREA. FINAL EMERGENCY LIGHTING LAYOUT, FIXTURE TYPE AND FIXTURE COUNT PER ELECTRICAL CONTRACTOR UNDER SEPARATE PERMIT. DIMENSIONS SHOWN ARE APPROXIMATE. CEILING LEGEND SYMBOL DESCRIPTION CONTROLS NEW SWITCH LOCATION D D/3 4A- 40 - NEW DIMMER SWITCH LOCATION 3 NEW THREE-WAY SWITCH LOCATION a. DESIGNATES SWITCHING CIRCUIT CEILING LEGEND - LIGHTING SYMBOL DESCRIPTION/SPEC EXISTING HIGHBAY LIGHT FIXTURE TO BE REMOVED AND RELOCATED NEW TWO LAMP 2' X 4' FLUORESCENT FIXTURE, UCHTOUER H9S2GLR232 EXISTING HIGHBAY UGHT FIXTURE TO REMAIN NEW TWO LAMP 2' X 2' FLUORESCENT FIXTURE, UCHTOUER H9S2GLR217 NEW EMERGENCY 6 LAMP FLUORESCENT HIGHBAY LIGHT FIXTURE W/ BATTERY BACKUP e DELRAY LIGHTING, KONE II MODEL 622 LUMINAIRE W/ DOWNUGHT (32 WATT CFL) WITH D9 DIMMING BALLAST (BID ALTERNATE: PROVIDE SEPARATE UNE ITEM TO PROVIDE D8 DIMMING BALLAST) NEW CHAIN HUNG FLUORESCENT UGHT FIXTURE, UGHTOUER KW4S232 W/ WIRE GAURD & CHAIN HANGER KIT NEW WALL MOUNTED FLUORESCENT VANITY FIXTURE, OXYGEN UGHTING HORIZON 2-583-224 NEW EMERGENCY WALL MOUNTED UGI{ FIXTURE W/ BATTERY BACKUP 0 0 0 NEW FLUORESCENT RECESSED CAN UGHT, UGHTOUER CALCUUTE CFL DOWNUGHT 8031 CLW NEW LTTHONIA BWE-GEL-N-M6 DOT SIGN W/ GREEN LETTERS. COORDINATE FINAL LOCATION AND COUNT WITH CODE omCIAL NEW WALL MOUNTED FLUORESCENT LIGHT FIXTURE UGHTOUER 6737WH — --I�--- - - == ---fir= -fir=== GENERAL RCP SHEET NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF UGHT FIXTURES REFER TO DESIGN BUILD - ELECTRICAL DRAWINGS AND DESIGN -BUILD LIFE SAFETY FOR COMPLETE REFLECTED CEIUNG PLAN DESIGN. 3. UGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN -BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCH'S IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND COVERED WITH A SINGLE COVERPLATE. 5. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES DESIGNATED AS NEW. FIXTURES INDICATED IN LEGEND REPRESENT THE BASIS OF DESIGN, SUB -CONTRACTOR TO DETERMINE OPTIONS NEEDED FOR INSTALLATION, ACCESSORIES FOR EMERGENCY UGHTING AND VOLTAGE. 6. ELECTRICAL SUB -CONTRACTOR TO PROVIDE EMERGENCY UGHTING UTILIZING LIGHT FIXTURES INCLUDED IN THE UGHTING LEGEND WITHIN THE OFFICE PORTIONS OF THE SUITE. 7. NO EXPOSED DUCTWORK, PIPING OR FIRE PROTECTION LINES IN ANY SPACE OTHER THAN WAREHOUSE LOCATIONS. CONTRACTOR TO SUBMIT TO ARCHITECT MECHANICAL. PLUMBING AND FIRE PROTECTION PLANS SHOWING SIZES OF DUCTS AND PIPING, EQUIPMENT FIXTURES AND ANY ELEMENT THAT MAY IMPACT DESIGN A MINIMUM TWO WEEKS PRIOR TO SUBMISSION FOR PERMIT. 8. ALL FIXTURES ARE FOR DESIGN INTENT, APPROVED EQUALS MAY BE ALLOWED. CONTRACTOR MUST SUBMIT ALTERNATE FIXTURES FOR REVIEW BY ARCHITECT BEFORE PRICING OR ORDERING. 9. ALL FLUORESCENT LAMPS TO BE 3000K COLOR TEMPERATURE W/ 85 CRI MINIMUM. 10. ALL FIXTURES TO BE 277 VOLTAGE. 11. ELECTRICAL PERMIT BY OTHERS UNDER SEPARATE PERMIT. ALL EXISTING LIGHTING CONTROLS AND ASSOCIATED ITEMS IN TENANT SPACE TO BE REMOVED WHERE IN CONFUCT WITH NEW CONSTRUCTION. WHERE POSSIBLE REUSE/REINSTALL EXISTING ITEMS, WHERE NOT POSSIBLE PROVIDE NEW. CONTRACTOR TO VERIFY LOCATION OF ALL ITEMS IN FIELD. ELECTRICAL ENGINEERING AND DESIGN TO BE BIDDER DESIGN -BUILD BY G.C. SEE PROJECT NOTES FOR ADDITIONAL INFORMATION. 12. SEE SHEET G.0.2 FOR MISCELLANEOUS ITEMS IN THE WAREHOUSE SPACE AND AT EXTERIOR TO BE PROVIDED BY CONTRACTOR. RE41EV D FOR CODE GE APPROVED AUG 12 2013 City of Tulc ille F UILDINO DIVISION II Ibll II LJ LL 1— —f 1— 7 LL LJ L 7 1— 7 - - r 1-7 F -r II II II II II II II II Il L L 1— 7 II II II II II 11 II II F -r F7 F7 1-7 II II II II II II II II II II II II II II 11 II II II II II II II II II —Ai IL [I— A 20'-0" 17'-2' 19'-0" 20 -6" 15' -0" 20'-0" REVISION.'NO L p \3- 6 k y 8'-10" MEZZANINE REFLECTED CEILING PLAN 0 10' 20' 30' 1'=10' RECEIVED CITY OF TUKWILA JUL 19 2013 PERMIT CENTER CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 I'L=L=I'LIi ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 Professional seal 4i NRY A. WEAVER WASHINGTON 1l�� Imo' No. Issue Description Date ® PERMIT REVISIONS 07.29.13 Drawn by: PG Reviewed by: Project No: # 12-072-00 HW WAREHOUSE REFLECTED CEILING PLAN Original drawing is 24" x 36". Scale entities accordingly if -reduced ARCH INTERIOR ABBREVIATIONS / SYMBOLS BUILDING SUMMARY PROJECT TEAM ACT -ACOUSTIC CEILING TILE MFR -MANUFACTURER ADJ -ADJUSTABLE MGMT -MANAGEMENT AFF -ABOVE FINISH FLOOR MGR -MANAGER ALT -ALTERNATE MIN -MINIMUM ALUM -ALUMINUM MISC -MISCELLANEOUS APC -ACOUSTIC PANEL CEILING M.R. -MOISTURE RESISTANT APPROX -APPROXIMATE M/R -MOISTURE RESISTANT ARCH -ARCHITECTURAL MTD -MOUNTED AV -AUDIO VISUAL MTL -METAL A/V -AUDIO VISUAL (N) -NEW BLDG -BUILDING N/A -NOT APPLICABLE BOT -BOTTOM NIC -NOT IN CONTRACT B/S -BUILDING STANDARD NTS -NOT TO SCALE CAB -CABINET OC -ON CENTERFAX: CL -CENTER UNE OD -OUTSIDE DIAMETER CLG -CEILING OFF -OFFICE CLR -CLEAR OPNG -OPENING COL -COLUMN OPP -OPPOSITE CONC -CONCRETE OVHD -OVERHEAD CONF -CONFERENCE P -PAINT DEMO -DEMOLITION PART -PARTITION DEPT -DEPARTMENT PERF -PERFORATED DF -DRINKING FOUNTAIN PERIM -PERIMETER DIA -DIAMETER PERP -PERPENDICULAR DIFF -DIFFUSER PLAM -PLASTIC LAMINATE DIM DTL -DIMENSION PLYWD -PLYWOOD -DETAIL PT -PRESSURE TREATED DW -DISHWASHER PVC -POLYVINYL CHLORIDE DWG -DRAWING QTY -QUATITIY (E) -EXISTING (R) -RELOCATED EA -EACH RA -RETURN AIR EL -ELEVATOR RCP -REFLECTED CEIUNG PLAN ELEC -ELECTRICAL REC -RECESSED ELEV -ELEVATION REF -REFERENCE EQ -EQUAL REFR-REFIGERATOR EQUIP -EQUIPMENT REL -RELOCATE EXT -EXTERIOR REV -REVISION OR REVISED FA -FIRE ALARM RFG -REFRIGERATOR FD -FLOOR DRAIN RM -ROOM FE -FIRE EXTINGUISHER RO -ROUGH OPENING FEC -FIRE EXTINGUISHER CABINET RTD -RATED FFE -FINISH FLOOR ELEVATION SCHED -SCHEDULE FIN -FINISH SF -SQUARE FEET/FOOT FLUOR -FLUORESCENT SHT -SHEET FLR -FLOOR SIM -SIMILAR FO -FACE OF SPEC -SPECIFICATION FDIC -FURNISHED BY OWNER, INSTALLED SPKR-SPEAKER BY CONTRACTOR SPKLR -SPRINKLER FR -FIRE RATED/RESISTANT/RETARDENT SQ -SQUARE FTIC -FURNISHED BY TENANT, INSTALLED STD -STANDARD BY CONTRACTOR STL-STEEL-���, -FURRINGSTG-STORAGE G1S-GOOD ONE SIDEDSTOR -STORAGE -GOOD TWO SIDEDSTRL -STRUCTURAL -GAUGE STRUC -STRUCTURAL GC -GENERAL CONTRACTOR SYMM -SYMMETRICAL GL -GLASS TBD -TO BE DETERMINED GWB -GYPSUM WALL BOARD TEL -TELEPHONE OR TELECOM GYP -GYPSUM TEMP-TEMPERED'f� HC -HANDICAPPED THK -THICKNESS HDW -HARDWARE TO -TOP OF HM -HOLLOW METAL (STEEL FRAME) TOS -TOP OF SLAB HR -HOUR TYP -TYPICAL INCL -INCLUDED OR INCLUDING UON -UNLESS OTHERWISE NOTED INFO -INFORMATION UPS -UNINTERRUPTED POWER SUPPLY INSUL -INSULATION VIF -VINYL COMPOSITION TILE LAV -LAVATORY VCT -VERIFY IN FIELD LF -LINEAR FOOT W/ -WITH MATE -MATERIAL WC -WATER CLOSET MAX -MAXIMUM WD -WOOD MDF -MEDIUM DENSITY FIBERBOARD WH -WATER HEATER MECH -MECHANICAL W/O -WITHOUT MEZZ -MEZZANINE ELEVATION REFERENCE SYMBOL ; i INDICATES FINISHED 1. PROJECT ADDRESS: TENANT: STRUCTURAL ENGINEER: 1 SURFACES TO ALIGN NORMED NORMED QUANTUM CONSULTING ENGINEERS U DETAIL ID DRAWING TITLE BAR 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 4310 SOUTH 131ST PLACE 1511 THIRD AVENUE, SUITE 323 TUKWILA, WA 98124 SEATTLE, WA 98101 L A.06.XX R DETAIL IDENTIFICATION DRAWING TITLE 2. APPLICABLE CODES & ORDINANCES: TEL: 206.242.8228 TEL: 206.957.3900 FAX: 206.242.3315 SHEET N0.A D SECTION REFERENCE SYMBOL TITLE GRAPHICAL SCALE BUILDING CODES INTERNATIONAL BUILDING CODE 2009 B REGULATIONS & ORDINANCES FAX: 206.957.3901 ATTN: LAWRENCE SHAW ATTN: SCOTT TINKER ARCHITECT/DESIGNER: GENERAL CONTRACTOR: KO 0 3• ', NFPA WEAVER ARCHITECTS, INC. TBD DTL FLOOR ELEVATION SYMBOLS C ACCESSIBILITY INTERNATIONAL BUILDING CODE 2009 1411 - 4TH AVENUE, SUITE 810 1 SEATTLE, WASHINGTON 98101 PLUMBING, MECHANICAL, ELECTRICAL SHT 92'-0" +1'-0" NOMINAL FLOOR ICC/ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES - 2003 TEL: 206.262.9622 FIRE/UFE SAFETY ENGINEER: TBD - 206.262.9507 BIDDER DESIGN -BUILD BY G.C. DETAIL REFERENCE SYMBOL �- ELEVATION HEIGHT 3. GENERAL BUILDING DESCRIPTION: ATTN: PAUL GRUNDHOFFER (ABOVE/BELOW) DTL BUILDING SPACE / ROOM ID TYPE OF CONSTRUCTION: III -B FIRE RESISTIVE SYSTEM: SPRINKLED PER NFPA13 QUICK RESPONSE DRAWING INDEX SHT OFFICE �- SPACE NAME SHAFT ENCLOSURES: NOT RATED PER 708.2, EXCEPTION 9 'B' "S-2" 1127 SPACE OCCUPANCY TYPE: OFFICE / STORAGE COLUMN AND/OR GRID LINE SYMBOL NUMBER NON -SEPARATED USES PER IBC 508.3 \ DRAWING ISSUED DIMENSION uNE: 20 - O DOOR O SYMBOL ¢ o 4. EXITS: i► APPROXIMATE AREA OF CONSTRUCTION: 4,119 SQ. FT (GROUND FLOOR), 2,762 SQ. FT. (MEZZANINE) TOTAL AREA BOTH FLOORS: 6,881 SQ. FT.o I DATE x 11/28/12 to .- N TOTAL APPROXIMATE SUITE AREA: 30,261 SQ. FT. GENERAL OCCUPANT LOAD FACTOR: 0 DOCUMENT SHEET SYMBOL OFFICE: 100 SQ. FT. / OCC. X X G.0.0 COVER SHEET /PROJECT INFORMATION XO X X G.0.1 PROJECT NOTES KEYED SHEET NOTES L ANGLE WAREHOUSE: 500 SQ. Fr. / OCC. ASSEMBLY: UNCONCENTRATED 15 SQ. FT. /OCC X X G.0.2 EGRESS PLANS / PLUMBING CALCS Q AT G1 �- GLAZING SYMBOLX NUMBER OF TOTAL PROPOSED OCCUPANTS: 149 TOTAL (99 GROUND FLOOR / 63 MEZZANINE) G.0.3 ENERGY CALCULATIONS �� OFFICE GROUND FLOOR: 3,725 SQ. FT. = 35 OCC. Q CENTERLINE Q 1 �- REVISION NUMBER CONFERENCE 0 GROUND FLOOR: 235 SQ. FT. 16 OCC. ARCHITECTURAL INTERIORS / WAREHOUSE 0 GROUND FLOOR: 23,753 SQ. FT. = 48 OCC. X X X A.2A.1 GROUND FLOOR CONSTRUCTION PLAN STREET MAP OFFICE 0 MEZZANINE: 1,129 SQ. FT. = 12 OCC. X X X A.2A.2 MEZZANINE CONSTRUCTION PLAN CONFERENCE 0 MEZZANINE: 726 SQ. FT. = 49 OCC. X X X A.2B.1 GROUND FLOOR REFLECTED CEIUNG PLAN WAREHOUSE 0 MEZZANINE: 907 SQ. FT. = 2 OCC. X X X A.2B.2 MEZZANINE REFLECTED CEILING PLAN Re W Y} ;, ` �,�a� « � NUMBER OF DOTS REQUIRED: 2 X X A.2C.1 GROUND FLOOR POWER 8c DATA PLAN 4- €ou s MINIMUM EGRESS WIDTH REQUIRED: 3'-8" X X A.2C.2 MEZZANINE FLOOR POWER & DATA PLAN ,,/, Celli a Perk a 9 Eauilxnem COMMON PATH OF TRAVEL: 100' SPRINKLED PER NFPA13 X X A.2D.1 GROUND FLOOR FINISH PLAN ',fir} .y Q Rent als • X X A.2D.2 MEZZANINE FLOOR FINISH PLAN hb ` ' � P �� �� � ._x$ 5. PROJECT DESCRIPTION: INTERIOR IMPROVEMENT TO PROVIDE A OFFICE SUITE, RESTROOM FACILITIES X X A.5.0 ENLARGED RESTROOM PLAN AND ELEVATIONS ;�a , st �, _ ��‘ lan si _ , ; g $ AND MEZZANINE LEVEL WORK INCLUDES NEW STRUCTURE, PAR ROWS, DOORS, LIGHTING, PLUMBING FIXTURES AND FINISHES. MEZZANINE X X A.5.1 ENLARGED STAIR PLANS /SECTIONS /DETAILS m Kidder -� w rarn� 1 NOT ACCESSIBLE PER IBC 1104.4, EXCEPTION 1. X X , X A.6.1 BUILDING SECTIONS �`� X X A.6.2 WALL SECTIONS � - t #� LEGAL D R X X A.6.3 MILLWORK ELEVATIONS _ Prov$E �� $«d��n, Track sm E S C I P T I O N X X A.9.0 DOOR GLAZING SCHEDULES /DETAILS / s; I•r r• �� X X A.9.1 PARTITION TYPES /DETAILS e+ ECT PARCEL 117349200095 X A.9.2 CEILING DETAILS I.00AII()rl�I ���s RIVERTON REPEAT LOTS 1 TO 5 LOTS 5, 6 & 7 TGW PORTION OF VACATED 43RD PLATX XA.9.3 MiSC. DETAILS :::::st}SOUTH ADJ- CITY OF TUKWILA ORDINANCE NO 1104 TGW LOTS 14, 15 & 16 TGWFURR OF VACATED PLACE X A.9.4 MILLWORK DETAILS / FLOOR TRANSITIONS l,i ryPORTION �e WuskyG2S 44TH SOUTH ADJ -CIN OF TUKWILA ORDINANCE NO 1168 s Trucks ed � a °s` �,'n`�"'a"r°9'STRUCTURALGA j _ pa �_ �s�y.�, �`�` • p$d< X X S1.0 GENERAL STRUCTURAL NOTES 0.`� a X S1.1 MILLWORK DETAILS /FLOOR TRANSITIONS ,,,,' ,gull I s t ud ti � 5 X X S2:0 FOUNDATION PLAN ®k! t� �< , r f' ~ X S2.1 MEZZANINE FLOOR FRAMING PLAN Ax : X X S3.0 TYPICAL FOUNDATION / SLAB DETAILS crena RF,eaflng � : $� Air GnndlnP ra -� � �y i g X S4.0 TYPICAL WOOD DETAILS p; �� m ��� �� , + ' X S4.1 TYPICAL WOOD DETAILS 0'` 'n: ,e a ,f n X X S4.2 TYPICAL FLOOR DETAILS D ¢ . X S5.0 TYPICAL STEEL DETAILS f^ - SITE PLAN . 1 - 4 0 _ PROPERTY UNE \ _ - - - _ �- - --44, EXISTING HYDRANT PAVEMENT EDGE PLANNING APPROVED f' • REVIEWED FOR r O - DEFINITIONS AND DIMENSIONS No changes can be made. t+otae ♦ � ECOMPLI#NCE DUSTING t., APPROVEb IXISTING BUILDIN plans without approval from X10 ♦ r OUTLINE HYDRANT A. DEFlNInoNs: Planning Division DCD�IC 2013 of � �� � :. FEBFEB 21 ' tatitie NIC 3'-9 1. `TYPICAL' OR VP* INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDMON NOTED. 2. 'SIMILAR' OR 'SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE FOR THE CONDITION NOTED. 3. "AS REQUIRED*INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. "ALIGN' INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERUILS IN STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS. 5. "CLEAR" INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. B. DIMENSIONS: 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED. 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. A STRUCTURAL DRAWINGS B. LARGE SCALE DETAILS C. SMALL SCALE DETAILS D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANSsctrical 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY AND BUILDING CODE REQUIREMENTS SHALT. BE MAINTAINED. 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL., UNLESS NOTED ABOVE FINISH FLOOR - AFF". " 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEIUNG TYPES, UNLESS OTHERWISE NOTED. 7. DOCUMENT'S ARE DRAWN DVWRAMATTCALLY AND SCALED DIMENSIONS ARE APPROXIIUITE DIMENSIONS SHALL INICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. h '��ji---km45,11�p sr `Tukwila k` SUITE Tao ,,��I- i ;2.1 34 , �: X � , ♦ City of NORMED a BUILDING DIVISION C 3• I .Dom' ♦ sj � 4320 SOUTH 131ST PLACE I� M1� ''�'��SQFT�� TUKWILA, WA 98124- •� G.0.2 FOR OCCUPANCY' I _` INFORMATION AND EGRESS 1 1 4 S- _ I 5'-6" ......1, REVISIONS AREA OF WORK t ♦ � 1,FL�OR�8;3�FT; y No changes shall be made to the scope ♦ ALL INTERIOR v I of 19 -'< without prior approval of PAVEMENT EDGE _ li ' ":Ila 1` Building Division_ 1 f,7777: 7W. i�-el,c cr„,3 will require a new pan submittalI c.;-2.1 m y include additional pian rcviow fa U I HUH 6 4 ,.o ` cp i ,-, I 1 oo - I ^oo moo I I I I I 1 -. °'�z�' '. PAVEMENT S PERMIT REQUIRED FOR: ldechanlcal �tumbin las Piping �' Parmlt iso. EXISTING - COPY �� 1 0 �� - 43�O�S(�Ui�#i�1}ST cn . I EDGE € ;s of Tukwila Oily cep f �€ DIVISION Pl"" r~,° � c�proval is subject to errors kgs and omissions. 1, ` . k ,m t ion documents does not.1:1"//c. '1 PAVEMENT , ` tI `" '� . I I I i' =EDGE acted code or ordinance:. w, Roe -'pt tai Jl'ti fv0 IC O CQ and F� �' r Copy / /ions ip OWI®d9ad: E WI PROPERTY LINE Date: ha /6I l MMNIII City Of Tukwila SOUTH 131ST PLACE RECEIVED BUILDING DIVISION CITY OF TUKWILA _ ,, RRECTIO -- 1. 0 FEB 1 3 2013 Li PERMIT CENTER CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 1 ARCHITE'C'TS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 Approved by: Date: CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT, FINISH SELECTIONS, SCOPE OF WORK, AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE, FURNISHINGS, AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND/OR INITIATION OF CONSTRUCTION, AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING OWNER / REPRESENTATIVE AND THE TENANT. No. Issue Description Date DD SET 11.28.12 PERMIT SET 01.07.13 PERMIT COMMENTS 02.11.13 Drawn by: PG Reviewed by: HW Project No: # 12-072-00 COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36". Scale entities -accordingly if reduced G.0.0 PROJECT NOTES DMSION 1 - .GEIE1tAL. C0M1110NS 01010 SUMMARY OF WORK 1. GENERAL. DESCRIPTION OF THE PROJECT: INTERIOR IMPROVEMENT TO PROVIDE A OFFICE SUITE, RESTROOM FACILITES MID MEZZANINE LEVEL WORK INCLUDES NEW STRUCTURE, PARTITIONS, DOORS, LIGHTING, PWMBING FIXi1JRES AND FINISHES. 2. WHERE NO BUILDING STANDARDS EXIST FOR . MATERIALS .CAKED OUT AS. "BUILDING. STANDARD" ON THE PLANS, THE CONTRACTOR SHAW. SO ADVISE WEAVER ARCHITECTS WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT WEAVER ARCHITECTS MAY MAKE ALTERNATE SELECTORS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE. TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND .IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR MY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, ARE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. MECHANICAL AND ELECTRICAL TO BE DESIGN -BUILD UNDER SEPARATE PERMIT. 6. WORK NOT INCLUDED: CONTRACTOR Si.HAIi PROVIDE THE .MORONI ITEMS DESCRIBED 14 THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED 'N.I.C:" (NOT IN CONTRACT), SUCH AS TELEPHONE AND. DATA CABLES, OFFiCE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES: 7. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY AW. APPUCA I.E CODES. FIRE/EMERGENCY SYSTEMS INCLUDE BUT NOT UNITED TO SPRINKLER MODIFICATIONS,FIRE EXTINGUISHERS. AUDIBLE .ALARMS, STROBES, SMOKE AND HEAT DETECTORS, Ate EXIT SIMS. 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, TWD SHALL BE EQUIPPED WITH PANiC HARDWARE WHERE REQUIRED AND 1NIHCATED. 9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT RARE CODE REGULATIONS. 10. ALL ELECTRICAL PUKING AND MECHANICAL MEEK INSTAUATIUNS SHALL COALY WITH TEE. BUILDING SHELL STANDARD SPECIFICATIONS. OIIASION N -SITE WOli1G 02050 - DEMOLITION 1. RANCH ALL LABOR, . MATT RN.S AND EQUIPMENT AS REQUIRED TO COURSE THE DEMOUT1ON A/0: REMOVAL OF ALL :ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF AL DEMOLITION WORK, ALL AREAS SHNl BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, INCE/DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINA1NG SOURCE DEMOUTiON OF CORES AND RELATED CABUNG TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING TtIE REMOVAL OF ANY EN 1RONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUiDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 4. ALL EXISTING CONSiRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE PRICING PLN / SPACE PLAN WITH WORK LEITER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CELIAC, WALL OR FLOOR AS REQUIRED. 5. ALL DAMAGED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH'. 6. CONTRACTOR SHALL PROVIDE PLASM SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH. THAT IT DOES NOT AFFECT AREAS OUTSIDE THE MEA OF WORK. DMSION.N - A11CiIIEV1;11DAL PJIRPENiR1f>AND.:C C 06100 - ROUGH CARPENTRY 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, .WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 06200 - FINISH CARPENNTRY 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED . TRIMS, HARDWARE AND ROSINS. 2. PROVIDE INTERIOR DOOR ACID SIDELIGHT FRAMES AS SCHEDULED. 06400 - ARCHITECTURAL WOODWORK MID, CASE1110R1( 1. CABINET CONSTRUCTION. COMELY WITH • THE kWJ.. ARCHITECTURAL WOODWORK OUN.ITY STA ROS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 2. PROVIDE PARTICLE BOARD, .'MED. DENSITY, WEIGHING.. <40 LB./CU. FT., AT LEAST 3/4" THICK. 3. CABINET HARDWARE FULL EXTENSION DRAWER DUDES, STAINLESS STEEL CABINET PULLS, US32D. FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON NN ELEVATIONS / DETAILS. 4. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONARF, NEVAMAR, PIONTE, AND FORMICA. LAMINATE TO BE GENERAL-PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL 5. INTERIOR CARNET SURFACES AND SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY. 6. SHELF EDGING TO BE ViNYL TO MATCH EXTERIOR LAMINATE RASH. 7. ALL EXPOSED CABINETS SIDES SHALL BE FINISHED IN PLASTIC LAMINATE TO MATCH CABINET FRONT. 8. SUBMIT SHOP. DRAWING SUBMITTALS FOR ARCHITECT REVIEW DM510N AIN - DOORS AND WIDOWS 08210 - WOOD DOORS 1. PROVIDE AN0 INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (80111 SIDES OF DOOR) AND FRAME, UON. 3. DOORS SHALL BE PRE -M ACTINED FOR • ME PER HARDWARE SCHEDULE. 4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 08710 - FINISH HARDWARE 1. FINISH AI4D SPECIALiY HARDWARE M 42, ALL AICA, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTAUATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY .MENTIONED, BUT TECESSARY TO COMPLETE THE WORK, SHALL DE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SAMAR LOCATIONS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE 3. ALL LOCK SETS SHALL L CONFOxRM TO THE TENANT'S GRIND MASTER KEYING SYSTEMS. PROVIDE TWO (2) KEYS FOR EACH LOCK P140 TWO (2) MASTER KEYS FOR TRE SUITE ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. CONFIRM QUANTITY MW BUILDING MANAAEMREHF. 4. SUBMIT HARDWARE SCHEDULE WTH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, A11) ONE DOOR STOP TO MEET AC(BIUIY REQUIREMENTS. 6. ALL HARDWARE SHALL BE COMMERCA_ GRADE. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT AJ. RATED ASSEMBLIES. . 08810 - CLASH 1. ALL GLASS AT .SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON. 2. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. Mai . t -LA= 09250 GYPSUM DRYWALL AND STUDS 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. 'WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, 110N. 4. WALLS SHOWN ALIGNED WiTH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES (NEW CONSTRUCiION ONLY) TO THE 'ARTRION HEADS AND COLING GRID. 6. FRAMING STUDS: WOOD STUDS PER STRUCTURAL PIANS, U01. PROVIDE iTLOCKING WITHIN Ni. WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.) OR WHERE WALL MOUNTED EQUIPMENT IS LOCATED. VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPLICABLE. 7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL. DUCTS, PLUMBING, AND ELECTRICAL WORK. ARE RATE AS REQUIRED. 8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M/R' TYPE DRYWALL WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC i1LES, UON. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD 0TH BE EXPOSED OR SEMI -EXPOSED. 10. PRIOR TO MEM FINISH, ALL S1RFACES SKI BE PROPERLY PREPARED AS TO RECEIVE FINAL FINISHING AS SPECIFIED. GYPSUM BOARD FINISH LEVELS: FINISH PANELS TO LEVELS INDICATED BELOW, ACCORDING TO ASTM C. 840, FOR LOCATIONS INDICATED: A. LEVEL 1: IN CEILING PLENUM AREAS, CONGE'ALE) AREAS, UNLESS A HIGHER LEVEL OF FINISH IS REQUIRED FOR FIRE -RESISTANCE -RATED ASSEMBLES AND SOUND -RATED ASSEMBLES. B. LEVEL 4: AT NI PANEL SURFACES THAT WILL BE EXPOSED TO VIEW, UNLESS OTHERWISE INDICATED, AND WHERE IOICATED FOR PMIELS THAT ARE SUBSTRATES FOR OTHER FINISH MATERIALS. C. LEVEL 5: AT ALL WALL AND CEILINGS AREAS WITHIN ENTRY LOBBY AND AT OFFICES AFID CONFERENCE ROOMS ADJACENT TO EXTERIOR WINDOWS. 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE : ! PROVIDE DIAGONAL BRACING NEC 12. PROVIDE FRAMING FOR SUSPENDED CEILING WE SEISMIC BRACING iN ACCORDANCE WMH REQUIREMENTS OF APPLICABLE CODES AND AS. SHOWN ON DRAWINGS. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-8 "CUSTOM" (2 COAT) GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTTER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME 6. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFtER THE COMPLEiION OF WORK BY OTHER TRADES. 7.. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM USI. >4 - ENIl9 12500 - WINDOW TREATMENT 1. ALL PERIMETER GLAZING TO RECEIVE BINDS AS INDICATED IN DRAWINGS. COORDINATE WiTH BUILDING MANAGEMENT. 2. ALL INTERIOR SIDEUGHTS TO RECEIVE 1" MINI -BUNDS WHERE INDICATED 114 DRAWINGS. 3. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. OMSION. XV - 1 15400 - PI.IUMBING 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS. DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNiT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS. 5. ALL NEW WATER HEATERS ARE TO BE INSTALLED. WITH DRIP PAN CONNECTED TO WASTE UNE. 6. ALL PLUMINNG FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONiRACTOR PROVIDE iNSTALIAiION DESIGN DOCUMENTS 10 ARCHITECT AND BUILDING OW1tER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 15500 - ARE PROTECTION 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES ETC. ON BOTH SIDES OF CROSSING/PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRAIiON.S OF ARE -RATED WALLS SNA. BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBUES. 09500 - CLUNG.: SUSPENSION. SYSTEMS. 1. PROVIDE NEW CEILING 1111, CEIUNG GRID AND NI ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEIUNGS AS INDICATED ON DRAWINGS. 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEIING AND THE 1EEPHOIE AD DATA CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR UGHT1NG FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC C©UNG TILE, U101. 6. ALL MATERIALS SHAU. HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION A140 CODES. 7. ALL JOINTS IN THE 11LE FEUD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 8. -INSTALLED SUSPENDED CEIUNGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12'-0". ANCHOR AS REQUIRED. 09530 -.ACOUSTICAL TREATMENT 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND ERRE OI NG TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WAILS NOTED PER PLANS. 2. NEW DOIiISING WALL CONSTRUCTION TO HAW SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EDGER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID. 09650. .RESIDENT FLOORING 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE 2. PROVIDE RUBBER -REDUCING STRIPS 114 COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION UNLESS OTHERWISE NOTED. 3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH 140 PIECE LESS THIN 12". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH {EMEWTTOUS UNDERLAY PER MANUFACTURER'S WRITTEN NISTRUCTONS NN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 5. UPON COMPLETION ALL WORK SHALL BE CLEANED MD ALL SPOTS OF ADHESIVE AND SURFACE STAINS REMOVED. 6. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION UON. 09680 - CARPET 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. 3. PREPARE SUB FLOOR WITH UGIT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 09900 - PAINTING AND STAIN 1. MESS OTHER'MSE NOTED, PRATE ALL GW3 WALL SURFACES MD PAINT WTH IMMINT4 OF 1W0 (2) FINISH COATS OF EGGSHELL FINISH LATEX PAINT AS .INDICATED IN FINISH SCHEDULE OR APPROVED EQUAL PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. H ` DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED 114 DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WTI ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WiTH A COMMERCIAL GRADE CLEAR SA11N VARNISH. 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICAT1CNVS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT AWS SYSTEM 3-B "CUSTOM" (2 COAT) GRADE UGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 2. PROLE ALL EMERGENCY UGHTI NG, EXIT SIGNS, FME ALARM. SPEAKERS, STROBES MID BELLS AS REQUIRED BY CODE DESIGN AND INSTALL THE SAME IN COMPLIANCE WiTH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, ARE E IINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A -106C 5-18, MULTIPURPOSE ERINGUISIER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE 5. ARE EXTINGUISHERS SHALL BE INSTALLED TO MATCH EXISTING STANDARD, 11014. 6. DESIGN -BUM ARE PROTECTION DRAWINGS INDICATE A. LAYOUT, LOCATION, MID SIZE OF SPRINKLER LIES AND HEADS. B. PRESSURE REQUIEMEiNiS. C. SPRINKLER HEAD SPEaACAiiONS. 0. LOCATION OF FIRE PROTECTION RISERS AND WAIL HYDRANT'S 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 8. ALL SPRINKLER REPOS SHALL BE CENTERED IN ACOUSTICAL C 111140 TLE, 10N. 15800 - HEATING VENIILA11NG AND AIR CONDiTONING 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN OF MECHMNCAL TO OE PREPARED UNDER A SEPARATE PERMIT. 3. DESIGN -BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 4. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PSR TO INSTALLATION. 5. IWAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND THERMOSTATS. 16000 - ELECTRICAL. AND TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVERPIATES TO MATCH NEW FINISH IF AFFUCABLE. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULS AS INDICATED ON . DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUDRINGS TO BE LOCATED AT 18" AFF TO THE CENTER UNE, ION. 5. WHERE MUL11PLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED ION. 6. ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTMICE FROM A SINK SHALL BE ON A (ROUND FAULT INTERRUPTED CIRCUIT. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLAiED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHAD. BE RED, AND "DEDICATED" OUTLETS FOR '(LEAN CIRCUIT" F1XilRES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ISE). ALL COVERPLATES SHALL BE BUILDING STANDARD FINISH, 1.10N. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S BXWIMENT (NNCLUDWG TIE .TELEPHONE SWITCH, COPERS, COMPUTERS, ETC.) WHEN NOTE) 014 THE CONNSiRUCTION DOCUMENTS. 9. (COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANT'S NEW FURNUURE 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CARING, AND COIIDUff SHALL BE CONCEALED IN FI.00RS, WALLS, OR CBINNGS. CABLNG FOR VOICE AID DATA TO BE PROVIDED BY TENANT'S VENDORS MID SHALL BE COORDINATED BY THE BUILDING MANAGER. 11. THE CONTRACTOR IS TO COORDINATE WE THE OWNER SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT UNITED T0: ELECTRICAL AND DATA WIRING LOCATIONS, J -BOX LOCATIONS, CONNECTIONS IND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERITY EXISTING ABANDONED CORE DRILL LOCATIONS AND ALL AS REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCA1IONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CCRCUMNG SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -SILT DRAWINGS AND SHALL MEET OWNER'S GUIE I ES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WE ALL APPU ABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, TWD COMMUNICATION CONERPIATE 01111ITS SHOWN GROUPED TOGETHER 014 PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK TO -BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED. 17. LOCATION OF ALL WALL MOUNTED POWER TND DATA DEVICES SHALL BE FIELD REVIEWED BY THE ARCHITECT BEFORE INSTAUATION. 18. ELECiRICAL EMITTER TO PROVIDE DESIGN -BUIL) PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN -BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR. EACH DISCIPUNE 20. ARCHOECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCA110N WiTH FURNITURE VENDOR. 21. COORDINATE POWER/DATA, FIRE. SAFETY DEVICES & LK HT FIXTURE. MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, FINISHES & CASEWORK. 22. PROVIDE EXEENSION RINGS IND o NG ACCESSORIES WHERE REQUIRED FOR POWER/DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTAUATION. 16500 - LIGHTING 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILI10 PIM. ALL SWITCHES SHALT. BE MOUNTED AT A MAXIMUM HEIGHT OF 480 A.F.F. TO MEET THE LATEST ACCESSIBIUTY CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR :IN A SINGLE LOCATION, ALL SWITCHES SHAD. BE GANGED U01. 3. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING 111E WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF C(UNG 1111, ION. 4. REUSE ALL EXISTING FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY .BALLASTS. 5. DESIGN OF ELECTRICAL TO EE PREPARED UNDER A SEPARATE PERMIT AS A DESIGN BUM PROJECT. PERMIT DRAWINGS TO BE ROARED AND . APPROVED IN WRITING BY TENANT PRIOR TO COMMENCEMENT OF WORK. 6. ALL OFFICE AREAS. LESS 11HAN 300 SQ. ET. 9 BY WALLS OR 0611140-41. COUNG-FIEGHT MIMING, P110 ALL MEENNG AND CONFERENCE ROOMS, AND. WHERE EVER ELSE REQUIRED BY CODE SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE 7. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS °INDICATE: A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. UFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT RTMAIE SPECIICATIONS CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 8. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS 10 ARCHITECT AND TENANT FOR REVIEW AND APPROVAL PRIOR TO INSTAUATION. GENERAL NOTES 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDTiONS," AND BUILDI1G STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORIINA1iNG THE WORK OF DIFFERENT TRADES. 3. ND NOT SCALE DRAWINGS, CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBItTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICA11ON OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL . MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL. WILL NOT BE VAUD UNLESS AUTHORIZED iN WRITING BY OWNER AND/OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF COIISTRUCTON, THE CONTRACTOR SILL NOTIFY IN WROiNG BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICA11ON OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DEIAY OF INSTAUATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR Stall BE RENAME FOR PROVIDING AL1' WORK NO MATERIALS IN ACCORDMCE MOH THE LATEST LOCAL. BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND. SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTiON BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WONT "PROVIDE" SHALL ALWAYS MEAN, "FURNISH MID INSTALL, CONNECT, OR SECURE" As REQUIRED. 10. ALL MATERIALS IND EQUIPMENT SHALL BE INSTALLED M STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED • STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEO ULE Stall INCLUDE DELIVERY LEAD 111AES OF CONSTRUCTION ISMS, AND START AND COMPLETON DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WIM THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO NTD FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FIiTHNGS, ETC., MUST BE COORDINATE]) WTH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY OGLING TIES AND/OR OTHER ERUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT 11E OCCUPANT WILL NOT BE INCONVENIENCED 114 THE NORMAL CONTINUATION OF THEIR OFFK E HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK IND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESiIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BINDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO 8E NEW UON. 19. PATCH ALL DISTURBED AND/OR DAMAGED AREAS AS REQUIRED TO ACCOMPUSH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL_ MIRES, CASBVORK AND ALL OTHER ITEMS .REQUIRING iT. 21. CONTRACTOR TO COORDINATE ALL FiRE ALARM WORK M : BAI.D1NG OWNER. 22. ALL PAINT AND FINISH ,MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL. SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTAUATION. SUBMIT TO ARCHITECT IHRfE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AID ANY OTHER SPECIAL RENS REQUIRING {CUSTOM SHOP FABRICATION. SUBMIT 10 ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. 24. REPETTNE FEATURES NOT FULLY SHOWN OR NOTED 014 THE DRAWINGS. SHALL BE COMPLETELY PROVIDED AS IF DRAWN 114 FULL 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF AMWEVIAWEEMIED IS NOT INTENOED TO BE A COMPLETE UST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. CITY OF TUKWILA h13 1L4 • FEB 1 3 2013 PERMIT CEN ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 Ail reproduction & intellectual property rights reserved c 2012 morsiamairewilieirrommw REVIEWED FOR CODE COMPLIANCE APPROVED FEB 21 2013 City of Tukwila BUILDING DIVISION Professional seal ,REVISTEREQ ARCHITECT No. Issue Description Date PERMIT SET 01.07.13 PERMIT COMMENTS 02.11.13 Drawn by: PG Reviewed by: Project No: 12-072-00 HW PROJECT NOTES Original drawing is 24" x 36". Scale entities accordingly if reduced G.0.1 i► WAREHOUSE 0 GROUND FLOOR: 23,753 SQ. FT. = 48 OCC. I ' 11 1 II 11 1 1 11 H H HH r;I� I II 1 II 1 1 I I HH HH HHI1 I II 1 1 11 I 1 H H HIS HH 1 i 11 1 1 11 1 1 HH HH HilH I I I I I 11 1 1 H H AIH H I I I I I 11 1 I 11 I HH HH 1H I I{ I I 11 1 1 11 I� HH HH I II I I 11 I 1 11 I HH H F HH I I I I 11 1 1 11 I 1� HH HH. II I I 11 1 1 11 1 HH HH HH II i I 111 1 11 I �....�.�....I:.. ,.. ,,1_ 1I...l,....,.....:1--x1...1. KEYED SHEET NOTES 1 VERIFY THAT EXISTING LIGHTS AT EXTERIOR SOFFIT OR BOLLARDS ARE EMERGENCY LIGHT FIXTURES. IF NOT MODIFY 1 OR REPLACE 'FIXTURES AS REQUIRED TO MEET REQUIREMENTS OF IBC SECTION t006.3. O O 4> HATCH SIGNIFIES EGRESS PATH, LIGHT FIXTURES TO PROVIDE EMERGENCY I:JGH11NG TO AVOW FOR UGHT LEVEL COMPLYING WITH IBC SECTION 1006:4. SEE A.2B.1 AND A2B.2 FOR ADD(110NAL INFORMATION AND UGHT FIXTURES IN OFFICE AREA PROVIDE NEW EXIT SIGN ABOVE, SEE REFLECTED CEIUNG PLAN LEGEND FOR MORE INFORMATION. PROVIDE WALL ;MOUNTED EMERGENCY :UGHTING UMTS el WAREHOUSE TO ILLUMI4ATE EGRESS PATH TO ALLOW FOR LIGHT LEVEL .COMPLYING WITH. IBC SECTION. 1006.4. VERIFY THAT EXIT SIGN NOT . REQUIRED PER IBC SECTION 1011.1 .EXCEPTION 2 AT STOREFRONT . MAIN EXIT WITH BUILDING OFFICIAL PROVIDE ONLY IF REQUIRED AT THIS LOCATION. H1111H H H HH HH H H HH H H NOTE: WAREHOUSE STORAGE, RACKS, EQUIPMENT AND FURNITURE BY OTHERS UNDER SEPARATE PERMIT. ALL ITEMS SHOWN SHOWN ARE FOR REFERENCE ONLY GROUND LEVEL EGRESS PLAN PLUMBING FIXTURE CALCULATIONS MINIMUM PLUMBING FIXTURES FROM TABLE 2902.1 WASHINGTON STATE BUILDING CODE CLASSIFICATION PROPOSED OCCUPANTS PORTION OF REQUIRED WATER CLOSETS BASED ON OF TABLE 2902.1 TOTAL WATER CLOSET'REQUIREMENTS REQUIREDOSE TOTAL FIXTURES PROVIDED MEN WOMEN MEN WOMEN NEN WOMEN UNISEX STORAGE 25,672 SQ. FT. / 5,000 5.13 OCC. 2.57 MEN / 2.57 WOMEN 0.26 0.26 0.89 0.89 1 W.C., 1 URINALS 1 LAV:, 2 W.01 t LAV., W.C. 1 IAV., BUSINESS 3,763 SF / 200 1$.8 OCC. 9.4 MEN / 9.4 WOMEN 0.63 0.63 OFFICE AREA MEZZ., 1,129 SQ. FT. = 12 OCC. REVIEWED FOR CODE COMPLIANCE APPROVED FEB 21 2013 City of Tukwila BUILDING DIVISION RECEIVED Y OF TUKWILA EB 1,3 2013 MIT CENTER tA''•- 0 k N CBD 0 16' 32' 48' 1/16" = 1'-0" CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA. WA 98124 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 Professi.nal seal ENRY A. WEAVER STATE OF WASHINGTON 'I, `1C(413 No. Issue Description Date PERMIT SET 01.07.13 4 PERMIT COMMENTS 02.11.13 Drawn by: PG Reviewed by: Project No: 12-072-00 HW EGRESS PLANS / PLUMBING CALCS Original drawing is 24" x 36". Scale entities accordingly if reduced G.0.2 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope Summary Zone 1 Non -Residential ENV -SUM 2009 Washington State.EnergyCode Compliance Forms for Nonresidential and Multifamily Residential. RevisedDecember 2010 Project info Project Address aosiid Date 1/3/2013 4320 s. 131st Place For Building. Department Use Tukwila, WA 98124 Applicant Name: ■.ay.r Architects Applicant Address: 1411 4th Ave. suit. 810 Applicant Phone: Stahl. WA 98101 Project Description 0 New Building 0 Addition AItei lion 0 Change of Use Compliance Option ❑ Prescriptive 2 Component P_erfomtance (See Decision Flowchart (over) for qualifications) ❑ Seattle EnvStd ❑ Systems Analysis Occupancy Group *Nonresidential 0 Muwfamiy Residential Climate Zone 0 Climate Zone 1 0 Climate Zone 2 ( See WSEC 302.3 for county list) Fenestration Area Calculation Total Fenestration Electronic version: these values are automatically taken from ENV -UA. (rough opening) Gross Exterior (vertical &.overhd) divided by Wall Area times 100 equals % Fenestration Roofs - Metal Building 885.0 + 5673.0 X 100= 15.60 Semi -Heated Path 0 y„ Allowable If project meets all requirements as dented h seMlon 13102. Only allowed as pnesemtfve path and: must bes casted seperdeyeom aver candKroned spate, Um. led to no reducedweli insulation levels. Regrires-otherfuetheeting and qual Ong thermostat. Envelope Requirements (enter values as applicable) 523 Minimum insulation R -values Roofs -Insulation Above Deck 9587 Non -Metal Frame Roofs - Metal Building Metal Frame Roofs -:Single Rafter DBC0 Entrance Door Roofs - Attic and All Others Skylights - Without.Curb Walls - Mass Skylights - With Curb` Walls- Metal Sulam Opaque Doors - Swinging Wafts- Steel Framed Opaque Doors -Non-Swinging Walls- Wood Framed and Other Floor; - Mass Vertical Fenestration Floors - Steel Joist Floors - Wood'Framed and Other Skylights Maximum F-fectors Slabs -on -Grade - Unheated Slabs -on -Grade- Heated Notes: Envelope Requirements (continued ) 523 Maximum if -factors Vertical Fenestration 9587 Non -Metal Frame Metal Frame 4858. 4858.0 DBC0 Entrance Door Skylights - Without.Curb Skylights - With Curb` Opaque Doors - Swinging Opaque Doors -Non-Swinging Maximum SHGC (or SC) Vertical Fenestration Non -Nath North Skylights 2009 Washington State Energy Code Compliance. Forms for Nonresidential and Multifamily Envelope UA Calculations Zone 1 Non-Resid 2009 Washington State Energy Code Compliance Forms for'Nonre$idential:and Multifamily Residential ential ENV -UA RevisedDecember 201.0 Project Address iormed Date 01/03/2013 Occupancy Group O Nonresidential Climate Zone ® zone 1 0 Multifamily residential Clear O Zone 2 Fenestration Area as %`gross exterior wall area 15.6% Max. Target: .40.0% Notes: 1: If fenestration area exceeds maxim. um allowed, then calculate adjusted areas on Target Area. Adjustment sheet on the backside of the ENV-SHGC form. 2: IJ -factors shall come from chapter 10 or calculated per 1332. See the ENV -CHK worksheet for example of how to complete the rowson this form. For Building Department Use 1Buliding Component Provide assembly ID & page/plan # for each bldg.' element Proposed UA U -factor x Area(A)= UA (U x A' Target UA U -factor x Area (A) = UA (U x A) R= see ID: Existing R-12 above, R-15 & R-38 below R= Sheet ID: Mezzanine floor, R-38 R= .0.3 ID: Metal deck, R-38 0.015 0.025 0,025 261:2 813 183 39.2 20.3 4.6 0.034 I 3608 122.7 R R= R= ID: ID: 1D: 0.031 v 6 R= R R= ID: ID: iD: 0.027 e raft, ai er • LL 4) 2 R= R= R= R= ID: ID: iD: ID: 0.064 1 v o. 0 R= See R= Sheet R=G.0.3 R= R= ID: 2x6 Wall wit R-23 assembly iD: 2x8 w/ R-26 assembly ID: 2x6 furred wall w/ R-30 ID: 2x6 furred wall w/ R-23 ID: rigid insulation at furred walls 0.050 0.032 0.049 0.036 0.050 2559 602 312 1303 82 128.0 19.3 15.3 46.9 4.1 0.057 4858 i 276.9 N 2 R= R= R= ID: ID: ID: R= ID: Proposed assembly U -factor from Tables 10-5 thru 10-5B. 0.150 LL R= ID: R= iD: R= iD: Proposed assembly U -factor from Tables 10-5:thru 10-5B. Do NOT use Table 10-1. U= 0.600 ID: New insulated Doors U= iD: U= ID: R= R= R= ID: ID; ID: 0.400 105 42.0 0.15'0 I 0.60 105 63.0 0.029 Fid u-0 F -factor x Perimeter = UA(U x A) - F factor x Perimeter = UA (U x A) Slab -on -grade 0 R=Table ID: Existing insulated slab or grade R=10.2 ID: R= ID: 0.540 131 70.7 0.540 131 I 70.7 0 R= ID: R= ID: Proposed assembly F factors can use the unheated values in Table 10-2 ywtnpLi aC(k1U clearly state 1 i Wm Tat 13-1FootnoteenteredmratteC�an fable 1U -on onsrtst e requirements. Page 1 Subtotal 0.360 Area UA 8702 390 Area UA 8702 533 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope UA, continued. Zone 1 Non -Residential ENV -UA Project Address wormed Fenestration Area as % gross exterior wall area 15.6% Max. Target: 40.. 0% Notes: 1: If fenestration area exceeds maximum allowed, then calculate adjusted areas on Target Area Adjustment sheet on the backside of the ENV-SHGC form. 2: Provide NFRC or Table 10-6 U -factor (See Section 1312.1) for fenestration assemby(combined See the ENV -CHK worksheet for example of how to complete the rows on this form. Date 01/03/2013 For Building Department Use Building Component Provide assembly ID & page/plan # for each bldg. element Vertical Fenestration Metal Frame m z Proposed UA U -factor x Area (A) = UA (U x.A; Target UA U -factor x Area (A) = UA (U x A) Mtl entrance U 0 z U. U= 0.600 ID: Existing .storefront windows. U= ID: new interior sliding windo* U= ID: U= ID: U= U U= t1= ID: ID: ID: ID: U= 0.600 ID: Existing Entrance Door U= ID: U= ID: U= ID: U= 0.600 ID: Existing sloped skylights U= ID: U= iD: U= ID: U=. U=. U= U= ID: ID: ID: ID: 0.60 0.35 0.60 0.60 Page 2 Subtotal Page 1 Subtotal Total To comply: 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. 630 32 -48 175 Area 378.0 11.2 28.8 105.0 UA 0.4.0 662 264.8 0.32 I 0 60..__ J 48. 28.8 0.:50 175 87.5 0.60 885 523 8702 390 9587 913 Area UA 885 381 8702 533 9587 914 2009 Washington State Energy Code Compliance Forms for Nonresidential and. Multifamily SHGC Calculation 2009 Washington State En etgy. Zone 1 Non -Residential Compliance :Fauns for "Nonresidential and Mutiferruly Residential ENV-SHGC Revised December 2010 Project Address iorered Date 01/03/2013 Fenestration Area as % gross exterior wall area 15.69 Prop 408 Max.Target Prescriptive PF Credit O Yes 0 No Vertical North Facing Credit (13233 Exp. 2 ) 0 Yes 0 No Notes: To comply the Proposed total SHGC x Afor all fenestration (vertical & skylights) shall not exceed Target total SHGC x A If the north facing credit is used then the north and non -north must comply separately with skylights being included with the non -north vertical fenestration. For Building Department Use Skylights List 1D & page*, NFRC or glass only Proposed SHGC SHGC* x Area(A) =`SHGC x f Target SHGC SHGC x Area (A) = SHGC x ID: Existing Skylights ID: ID: ID: ID: *Note: Manufacturer's SC maybe used in Neu of SHGC. Nonresidential compliance is based upon combined skylight and vertical fenestration performance. Residential compliance is based upon skylight only. Totals 175 175.0 0.35 175 I 61.3 Totals 175.0 1 61.3 Ali Non -North Vertical Fenestration++ List ID & page #, NFRC or glass only Proposed SHGC SHGC+ PF PF Adjusted x Area (A) = SHGC x E Mule" SHGC Target SHGC SHGC x Area (A) = SHGC x A ID: Existing Exterior Windows ID: New interior window (not relevent) ID: ID: ID: ID: ID: ID: ID: ID: 1.00 ++Note: If projection factors or north vertical glazing credit are used then vertical fenestration must be entered according to orientation. If neither are used then ventical fenestration can be entered kr either section. + Note: Manufacturer's SC may beused in lieu of SHGC. Fenestration that separates conditioned space from a non-condifianed or semi -conditioned space shall be listed herewith a proposed SHGC equal to the target value. * Note: Multipliers only apply if, prescriptive PF credit not used. 630 80 Totals 710.0 0.40 710 284.0 Non -North Tatar Totals 710.0 284.0 345.3 North Vertical Fenestration++ List ID & page #, NFRC or glass only Proposed SHGC SHGC+ PF PF Aljusted x Area (A) = SHGC x MuP SHGC Target SHGC SHGC x Area (A) = SHGC x A ID: ID: ID: ID: ID: ID: North Total For compliance: Proposed total SHGCx A shall nct exceed Target total SHGC x A If north glazing credit is used then north facing vertical fenestration must comply separately from non -north vertical fenestration and skylights. Area SHGC x A Grand 885.0 Total Area Grand I 885.0 Total SHGC xA 345.3 2009 Washington Slate Energy Code Compliance Forms for Nonresidential.and '.Multifamily Target Area Adjustment Calculations 2009 Washington State Energy Cade Corr Bance Forms for Nonresidential and: Multifamily Residential 'Project Address wormed 'Date Revised December.20• 01/03/2013 W the total fenestrationarea as a % of gross exterior wall area (calculated on ENV -SUM) exceeds themaximum allowed in Table 13-1, then this calculation !Trust be submitted Use the resulting areas in the Target UA and. SHGC calculations above: SKY= Skyight. Refered to as overhead glazing in WSEC 1333 & 1334 and equations 13-1 & 13.2. VF=verticalfenestrabon_ Peered toasvertical glazing inhA+SFO 1333&'1334and.equations 13-1 & 13.2: NW= netw all (excludes fenestration, BG, and doors.) DBG = Doors and below grade w all. Total Fenestration = SKY +VF. Gross etteriorWaltArea=VF+NW+ DBG Fenestration -> Opaque -> Gross Exterior WO Area Reposed Areas Above Grade Wals Doors & BG Wats SKY= 175.0 VF= 710.0 ,,,- 4858. 4858.0 DBC0 105.0 5673.0 Total Fenestration 885.0 Total Fenestration 885.0 Net AG Wall Area 4858:0 Max Fenestration % (Table 13-1) 40:..:0% 'Maximum Target 100 14---- 2269.2- - ii: lesser _I Maximum Target Fenestration Area 2269.2 Excess Fenestration 0 -1384.2 Bccess Fenestration if Targe Fenestration Excess Fenestration Vertical Fenestration metal frame non-metal frame metal entrance Skylight without curb wlh curb 885.0 Target Net WaII Area AG V I Steel Frame/meta Wood/Other frame Mass Sum of Proposed SHGC Calculation. Skylights (al) Non -North Vertical Fenestration North Vertical Fenestration 4858.0 Proposed Area 662.0 48.0 Proposed Area 175.0 Reposed Area . 4858.0 I 5743.0. Aoposed Area 175-. 0: 710.0 X x x x x x x x X x x -1384.2 Tctal.Fenestraticn 885.0 Net Wall 4858.:0 Target VF Mule. 1:00 1.00 Target VENIAL 1.00 Target Net Wal MMR. 1.00 Excess Fenestration TargetvFMultipier . 1.00 Target Net Mil . Sum of Target Target VFMut.. 1.00 1.00 1.00 Target Area Target. Area Target Area Target Area Apply to all !Imposed Fenestration Areas toot Target Fenestration Area Apply to al Proposed Opaque. AGWaII Areas to get Target Area Target areas in shaded boxes shall be used as target areas on BW -UA. Sum of: Proposed must equal Sum of Target. SHGC target areas in shaded boxes shall be entered as target areas an ENV-SHGC ENVELOPE ASSEMBLY U VALUES Exterior Wail WIO Furring R value 2x6 stud wall wl insluation R vaiue exterior air film 7.5" concrete R-30 insulation ... _... i .... _. ,... _ batt tion 5/8 gypsum board interior air film Total U -value 0.17 0.64__., 30 0.45 0.68 31.94 0.031 exterior air film 5/8 gypsum board R-23 5/8 gypsum board interior air film SEE STUD CALCULA11ONS FOR FINAL U -VALUE Total U value 0.17 0.45 23 0.45 0.68 24.75 0.040 Roof R -value 2x8 stud wall @ stud R -value exterior air film R-12 continuous 1/2" plywood 1" air space R-13 R-38 interior air film SEE ROOF CALCULATIONS FOR FINAL U -VALUE Total U -value 0.17 12 0.63 1 13 38 0.61 65.41 0.015 exterior air film 5/8 gypsum board R-28 5/8 gypsum board interior air film SEE STUD CALCULATIONS FOR FINAL U -VALUE ........._.: Total U -value 0.17 0.45 28 0,45 0.68 29.75 0.034 Exterior Wall W/ Furring Rvalue Exterior Wall rigid R -value exterior air film 8" concrete 1/2" air space R23 batt insulation 5/8 gypsum board interior air film Total U -value 0.17 0.64 1 23 0.45 0.68 25.94 0.039 exterior air film 8" concrete R-10 5/8 gypsum board interior air film Total U -value 0.17 0.64 10 0.45 0.68 11.94 0.084 Mezzanine Floor Rvalue Low Roofs exterior air film 1 -1/8" plywood R-38 interior air film SEE ROOF CALCULATIONS FOR FINAL U -VALUE Total U -value 0.17 1.25 38 0.61 40.03 0.025 exterior air film 1/2" plywood R-38 1" air space interior air film Total U -value 0.17 0.63 38 1 0.61 40.41 0.025 ROOF FRAMING CALCULATIONS STUD CALCULATIONS PERCENT OF EXISTING ROOF ASSEMBLY (FRAMING / VOID) PER FIELD MEASUREMENTS: JIT = 6%, VOID = 94% 2X6 JOIST FRAMING + GUAM BEAMS + VOID (U -VALUE X % TOTAL SQ. FT.) TYP. (.017 X .06) + (.015 X .94) JOISTS + VOID _ AVERAGE U VALUE (.001) + (.014) .015 PERCENT OF 2X6 WOOD STUD WALL PER WALL DETAILS AND SECTIONS FRAMING + VOID (U -VALUE X % TOTAL SQ. FT.) TYP. _ (.116 X .14) + (.040 X .86) (.016) + (.034) PERCENT OF 2X8 WOOD STUD WALL PER WALL DETAILS AND SECTIONS FRAMING + VOID (U VALUE X % TOTAL SQ. FT.) TYP. (.090X.09)+(.034X.91). FRAMING + VOID FRAMING + VOID (.001) + (.031) AVERAGE U VALUE .050 AVERAGE U VALUE .032 PERCENT OF. 2X6 FURRED WOOD STUD WALL PER DETAILS AND SECTIONS FRAMING + VOID FRAMING + VOID (U VALUE X % TOTAL SQ. FT.) TYP. = (.101 X .09) + (.039 X .91) (.001) + (.035) 1J (3�6 IL( AVERAGE U VALUE .036 RECEIVED Ofl`V OF Tt IkWI%A, JAN 0 8 2013 PERMIT CENTER CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 REVIEWED FOR CODE COMPLI4NCE APPROVED FEB 21 2013 City of Tukwila BUiLDING DIVISION Profession I seal A. WEAVER TE OF WASHINGTON No. Issue Description Date PERMIT SET 01.07.13 Drawn by: PG Reviewed by: Project No: 12-072-00 HW ENERGY CALCS/ U -VALUES Original drawing is 24" x 36". Scale entities accordingly if reduced G.0.3 ik Ealmmmzof---52=0,1, 0 0) 0 SCREEN PRINTING 20 9'-8" 14'-11" 9'-1" y 5'-0" 8'-7" 14'-4" I JANITOR CLOSET 50 CONFERENCE ro.d 20 40 RECEPTION CONFERENCE 411.11MWedMOMO.M11000411MM44=MSOMMOOMMINI eamodi;moomm.r.104 o • 5111. OPEN OFFICE LOBBY ( OFFICE KIM= 20'-1" 18'-10" 12'-7" GRID LINE TO ALIGN W/ CENTER OF EXISTING SHEAR WALL GROUND FLOORCONSTRUCTION PLAN 0 8' 16' 24' 1/8" = 1'— 0" fr REVIEWED FOR CODE COMPL4NCE APPROVED FEB 2 1 2013 City of Tukwila BUILDING DIVISION SYMBOL LEGEND r=ziw=1 XX EXISTING CONSTRUCTION TO REMAIN I NEW INSULATED INTERIOR PARTITION CONSTRUCTION, -SEE SHEETS A.9.1 FOR PARTMON TYPES GLASS W/ FRAME W,/,,IfiliA NEW CASEWORK / MILLWORK UNE OF UPPER CABINETS F.E. C3 0•01011•• • •Mial• • i1111111•10. NEW FIRE EXTINGUISHER COSTING WASTE UNE BELOW SEM, VERIFY LOCATION IN FIELD GENERAL NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO HELD VERIFY ALL BUSTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR• PARTITION, PENETRATIONS, AND •OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKEIED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE BUSTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION BLOCKING FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTMONS. 6. ALL WOOD USED 1N CONTACT WRI EXISTING CONCRETE TO BE PRESSURE TREATED WOOD. 7. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CBUNG PARTMONS, UON. SEE TYPICAL WALL DETAIL SHEET FOR MORE INFORMATION. 8. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. 9. PROVIDE ACOUS11C BA INSULATION IN ALL PARTITIONS UON. 10. PARTITION ARE TO BE CENTERED ON GRIMES WHERE OCCURS UNLESS NOTED OTHERWISE. 11. MECHANICAL DESIGN BY OTHERS UNDER SEPARATE PERMIT. ALL NOTES IN REGARD TO MECHANICAL ITEMS FOR REFERENCE ONLY. MECHANICAL ENGINEERING AND DESIGN TO 8E MODER DESIGN -BUILD BY G.C. SEE PROJECT NOTES FOR ADDITIONAL INFORMATION. 12. FIRE/UFE SART( PERMIT BY OTHERS UNDER SEPARATE PERMIT. ALL EXISTING FIRE ALARM SYSTEM ITEMS IN TENANT SPACE TO BE REMOVED WHERE IN CONFLICT MTH NEW CONSTRUCTION. WHERE POSSIBLE REUSE/REINSTALL EXISTING ITEMS, WHERE NOT POSSIBLE PROVIDE NEW. CONTRACTOR TO VERIFY LOCATION OF ALL ITEMS IN FIELD. ARE/LIFE SAFETY ENGINEERING AND DESIGN TO BE BIDDER DESIGN -BUILD BY G.C. SEE PROJECT NOTES FOR ADDMONAL INFORMATION. KEYED H NOTES ,',\ PROVIDE ACCESS PANEL FOR EXISTING ROOF DRAIN CLEAN-OUT, MODIFY ROOF DRAIN CLEAN-OUT LOCATION AS N/ NEEDED TO PROVIDE ACCESS POINT WHERE NEEDED. 4> • 4 EXISTING CONCRETE SHEAR WALL TO MINN AND CONCRETE FOOTING. EXISTING COLUMN TO REMAIN AND CONCRETE FOOTING TO REMAIN. REMOVE EXISTING CONCRETE SLAB AS REQUIRED TO INSTALL NEW FOOTING PER STRUCTURAL DRAWINGS. RBAOVE EXISTING CONCRETE SLAB MID REPLACE NATH NEW SLAB AS REQUIRED TO PROVIDE NEW WASTE LINES TO EXISTING WASTE LINE COSTING WASTE UNE VERIFY EXACT LOCATION IN na.D. TRENCH EXISTING CONCRETE SLAB TO ALLOW FOR FLUSH MOUNT FLOOR CORE WITH POWER AND DATA FOR TENANT FURNITURE PROVIDE NEW THICKENED FOOTING AT SHEAR WALL PER STRUCTURAL REMOVE USING EXTERIOR DOOR AND FRAME AND PROVIDE NEW PER DOOR SCHEDULE. MODIFY OR REPLACE EXISTING ROOF DRAIN AS NEEDED TO ACCOMMODATE NEW CONSTRUCTION. EXISTING FIRE SPRINKLER MAIN TO REMAIN. ALL WALLS AND CEILINGS BELOW STAIR TO BE OF ONE HOUR FIRE RESISTANCE RATED CONSTRUCTION. CEILINGS TO BE UL DESIGN fL508 OR APPROVED EQUAL ik ei 43> • • • • 4• ALIGN FACE OF PARTITION W/ FACE OF WINDOW MUM& PROVIDE. MIAMI FAN VENT W/ THERMOSTAT CONTROL PROVIDE CHARCOAL FAN VENT ON SWITCH IN THIS ROOM. PROVIDE EXHAUST FAN IN THIS ROOM. PROVIDE DEDICATED HVAC ZONE FOR THISROOM. ELKAY ADA COMPUANT SINK, MODEL GECR2521 WITH PERFORATED GRID STRAINER DRAIN FITTING (NO BASKET) AND ADA COMPLIANT DELTA 40011-HDF FAUCET AND SPRAYER. NEW FREEZE PROOF HOSE13113 WITH ANTI VANDAL KEY. PROVIDE EXHAUST FAN TO EXTERIOR AT EXISTING EXTERIOR WINDOW OPENING, MODIFY WINDOW FRAME AS NECESSARY. SHIFT EXISTING ARE .AIARM PANEL AND ASSOCIATE ITEMS, VERIFY ANAL LOCATION IN FIELD W/ TENANT. BID ALTERNATE • PROVIDE SEPARATE UNE ITEM TO PROVIDE DEDICATED SEPARATE HVAC CONTROL ZONE FOR THIS ROOM. At, PROVIDE SEPARATE UNE ITEM TO MODIFY EXISTING ENTRY DOOR TO ALLOW FOR ELECTRIC STRIKE AND CARD READER N'r ACCESS SYSTEM. RECEIVED CITY OF T FEB 1 3 2013 PERMIT CENTER CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 ARCHITECTS, I I WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 No. Issue Description Date D0 SET 11.28.12 PERMIT SET 01.07.13 PERMIT COMMENTS 02.11.13 Drawn by: PG Reviewed by: Project No: # 12-072-00 HW GROUND FLOOR CONSTRUCTION PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced A.2A. 1 HALL STORAGE PLATFORM CONFERENCE MEZZANINE CONSTRUCTION PLAN 1/8" 1•— on 0 8' 16' 24' SYMBOL LEGEND XX EXISTING CONSTRUCTION TO REMAIN 1 NEW INSULATED INTERIOR PARTITION CONSTRUCTION, SEE SHEETS A.9.1 FOR PARTITION TYPES 1.7 AYZ/7/.92,1 F.E. 1=1 GLASS W/ FRAME NEW CASEWORK / MILLWORK LINE OF UPPER CABINETS NEW FIRE EXTINGUISHER GENERAL NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIM TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTMON, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTMONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION BLOCKING FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTMONS. 6. ALL WOOD USED IN CONTACT WITH EXISTING CONCRETE TO BE PRESSURE TREATED WOOD. 7. PARTMONS ARE TO BE BUILDING STANDARD FLOOR TO COUNG PARTITIONS, UON. SEE TYPICAL WALL DETAIL SHEET FOR MORE INFORMATION. & DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. 9. PROVIDE IN ALL - PARTITIONS 10. PARTITION ARE TO BE CENTERED ON GRIDUNES WHERE OCCURS UNLESS NOTED OTHERWISE. 11. MECHANICAL DESIGN BY OTHERS UNDER SEPARATE PERMIT. ALL NOTES IN REGARD TO MECHANICAL ITEMS FOR REFERENCE ONLY. MECHANICAL ENGINEERING AND DESIGN TO BE BIDDER DESIGN -BUILD BY C.C. SEE PROJECT NOTES FOR ADDITIONAL INFORMATION. 12. FIRE/LIFE SAFETY PERMIT BY OTHERS UNDER SEPARATE PERMIT. ALL EXISTING FIRE ALARM SYSTEM HEMS IN TENANT SPACE TO BE REMOVED WHERE IN CONFUCT WITH NEW CONSTRUCTION. WHERE POSSIBI1 REUSE/REINSTALL EXISTING ITEMS, WHERE NOT POSSIBLE PROVIDE NEW. CONTRACTOR TO VERIFY LOCATION OF ALL ITEMS IN FIELD. FIRE/LIFE SAFETY ENGINEERING AND DESIGN TO BE BIDDER DESIGN -BUILD BY G.C. SEE PROJECT NOTES FOR ADDMONAL INFORMATION. KEYED SHEET NOTES 40> DUSTING COLUMN TO REMAIN. 0. DUSTING CONCRETE SHEAR WALL TO REMAIN. <> NEW INTERIOR SKYLIGHT W/ LAMINATED GLASS AND WOOD FRAME BELOW. SKYLIGHT FRAME TO AUGN W/ CENTER OF PARTMON BELOW. <> SLOPED GYPSUM BOARD "ROOF" OF CONFERENCE AND TESTING ROOM BELOW. FLAT *ROOF* OF SCREEN PRINTING ROOM BELOW. MECHANICAL SHAFT FROM ROOF TO CEILING SPACE BELOW FOR NEW HVAC, MECHANICAL DESIGN AND PERMff BY <> PROVIDE EXHAUST ON TIMER IN THIS ROOM. <> PROVIDE DEDICATED HVAC ZONE FOR THIS ROOM. 0> PROVIDE CHARCOAL FAN VENT ON SWITCH IN mos ROOM. ELKAY ADA COMPUANT SINK, GECR2521 WITH PERFORATED GRID STRAINER DRAIN FIRING (NO BASKET) AND 11 ADA COMPLIANT •DELTA 40011-HDF FAUCET AND SPRAYER. bk3-014 REVIEWED FOR cODE COMPLI6NCE APPROVED FEB 2 1. 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 1.3 2013 PERMIT CENTER AL CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 ARCHITECTS WEAVERWEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 Profession seal RECISTERED ARCHITECT File A, WEAVER STATE OF WASHINGTON No. Issue Description Date 00 SET 11.28.12 PERMIT SET 01.07.12 PERMIT COMMENTS 02.11.13 Drawn by: PG Reviewed by: HW Project No: # 12-072-00 MEZZANINE CONSTRUCTION PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced A. -2A.2 AFF GWSUM .BOARD RECEPTION 10" 8' -On AFF ACT f1-06 AFF ACT LOBBY III MEE. 111 I 1 --- g II III A .....:77 oriliiiimmi • • • rtri V' 11 iIzt-,,i , ‘, mi III prigrot1111111111111111111111111111111111111111111 MN iiimenm im Avlumm VAIIIIIIIIIIINININIIIIIPAIIIPVIIIIMINIMIll trinimrod • I INIIME1111111111111 6c111114d ME ram I •1 k,, ,t,, , KA IIIIIIII lali.91111 Illir UM riggrill • .„, 1112111 GROUND FLOOR REFLECTED CEILING PLAN 0 8' 16' 24' 1/8" = 1'— 8'-0* AFF ACT CEILING LEGEND - LIGHTING •DESCRIPTIONAPEC NEW WALL MOUNTED FLUORESCENT LIGHT •FIXTURE, UGHTOUER 6737WH NEW TWO LAMP 2' X 4' FLUORESCENT FIXTURE, UGHTOUER H9S2GLR232 0 NEW IWO TAMP 2' X 2' FLUORESCENT FIXTURE, UGHTOUER H9S2GLR217 NEW TWO LAMP EXPLOSION PROOF LINEAR FLUORESCENT MIME, HUBBELL HL-HFX-265 •NEW FLUORESCENT RECESSED CAN UGHT, UGHTOUER CALCUUTE CFL DOWNIJGHT 8031 CLW NEW UTHONIA SIVE-GEL-N-146 EXIT SIGN W/ GREEN LETTERS. COORDINATE ANAL LOCATION AND COUNT WITH CODE OFFICIAL NEW WAIL MOUNTED FLUORESCENT VANITY FIXTURE, OXYGEN LIGHTING HORIZON 2-587-224 =MI NM CHAIN HUNG FLUORESCENT UGHi FIXTURE, UGHTOUER KW4S232 W/ WIRE GAURD & cHMNI.HANGEI. KIT CEILING LEGE D NTROLS SYMBOL DESCRIPTION NEW SWITCH LOCATION D D/3 NEW DIMMER SWITCH LOCATION 3 fa - PEW THREE-WAY SWITCH LOCATION a. 40 DESIGNATES SWITCHING CIRCUIT GENERAL RCP SHEET NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ARCHITECTURAL REFLECTED CEIUNG PLANS INDICATE TYPE AND LOCATION OF UGHT FIXTURES REFER TO DESIGN BUILD- O.ECTRICAL DRAWINGS AND DESIGN -BUILD UFE SAFETY FOR COMPLETE REFLECTED CEIUNG PLAN DESIGN. 3. UGHT SWITCHES ARE SHOWN FOR LOCATION MD DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN -BUILD FOR SPECIFIC LOCATION AND SWITCMG DIAGRAMS. 4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCH'S IN A SINGLE LOCATION SHALL BE GMGED IN A SINGLE BOX AND COVERED WITH A SINGLE COVERPLATE 5. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES MIGRATED AS NEW. FIXTURES INDICATED IN ILEGEND REPRESENT THE BASIS OF DESIGN, SUB -CONTRACTOR TO DETERMINE OPTIONS NEEDED FOR INSTALLATION, ACCESSORIES FOR EMERGENCY UGH1ING AND VOLTAGE 6. ELECTRICAL SUB -CONTRACTOR TO PRIDE EMERGENCY LIGHTING UTIUZING UGHT FIXTURES INCLUDED IN THE LIGHTING LEGEND WITHIN THE OFFICE PORTIONS OF THE SUITE 7. NO EXPOSED DUCTWORK, PIPING OR FIRE PROTECTION UNES IN ANY SPACE OTHER THAN WAREHOUSE LOCATIONS. CONTRACTOR TO SUBMIT TO ARCHITECT MECHANICAL PLUMBING AND ARE PROTECTION PLANS SHOWING SIZES OF DUCTS AND PIPING, EQUIPMENT FIXTURES MD ANY ELEMENT THAT MAY IMPACT DESIGN A MINIMUM 1Y10 WEEKS PRIOR TO SUBMISSION FOR PERMIT. 8. ALL FIXTURES ARE FOR DESIGN INTENT, APPROVED EQUALS MAY BE ALLOYED. CONTRACTOR MUST SUBMIT ALTERNATE FIXTURES FOR REVIBY BY ARCHITECT BEFORE PRICING OR ORDERING. 9. AU. FLUORESCENT LAMPS TO BE 3000K COLOR TEMPERATURE W/ wait MINIMUM. 10. AIL FIXTURES TO BE 277 VOLTAGE. 11. SEE SHEET G.0.4 FOR ADDMONAL ERECTED CEIUNG PLAN INFORMATION FOR ITEMS LOCATED IN THE WAREHOUSE PORTION OF THE SPACE 12. ELECTRICAL PERMIT BY OTHERS UNDER SEPARATE PERMIT. All EXISTING UGHRNG CONTROLS AND ASSOCIATED ITEMS IN TENANT SPACE TO BE REMOVED•WHERE IN CONRICT WITH NEW. CONSTRUCTION. WHERE POSSIBLE REUSE/REINSTAU. DUSTING ITEMS, WHERE NOT POSSIBLE PROVIDE NEW. CONTRACTOR TO VERIFY LOCATION OF ALL REAS IN FELD. ELECTRICAL ENGINEERING AND DESIGN TO BE BIDDER DESIGN -BUILD BY G.C. SEE PROJECT NOTES FOR ADDMONAL INFORMATION. KEYED SHEET NOTES <> NEW GYPSUM BOARD CEIUNG. ,/N NEW GYPSUM BOARD CEILING ON FURRING CHANNELS, PER UL LISTED ON CONSTRUCTION PLAN NOTES, TIGHT TO \-/ UNDERSIDE OF STAIR FRAMING. UNDERSIDE OF EXISTING CONCRETE WALL TO BE LEFT EXPOSED. CENTER CEIUNG• GRID IN ROOM W/ EQUAL DIMENSIONS FROM EACH FACE OF WALL TO GRID ON EACH SIDE. SEE A.28.2 FOR UGHT FIXTURES TIED TO THIS SWITCH. • NEW STAIFACE MOUNTED DOT SIGN COORDIMTE/YERIFY MAL LOCATION AND COUNT WITH. CODE OFFICVL • FIXTURE TO BE INSTALLED AT WALL AT 8'-O" ALF. • FIXTURE TO BE INSTALLED AT WALL AT 6* -0* A.F.F. AN VERIFY THAT EXISTING LIGHTS AT EXTERIOR SOFFIT OR BOLLARDS ARE EMERGENCY UGHT FIXRIRES. IF NOT MODIFY NY OR REPLACE AXTURES AS REQUIRED TO AIEET REQUIREMENTS OF IBC SECTION 1006.3. 0, RXTULT4: PROVIWITH irc EMERGENCYsCTION 1LIGHTING FOR EGRESS PATH PER G.0.2. FIXTURES TO ALLOW FOR UGHT LEVEL COM<> SWITCH FOR EXHAUST FM. REVIEWED FOR • c0DE COMPLI6NCE Tt. APPROVED 4 FEB 2 1 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 1 3 2013 PERMIT CENTER CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 I ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 I'. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 RECISTERED CHITECT RY A. WEAVER STATE OF WASHINGTON 4113 No. Issue Description Date DD SET 11.28.12 PERMIT SET 01.07.13 PERMIT COMMENTS 02.11.13 Drawn by: PG Reviewed by: Project No: # 12-072-00 HW GROUND FLOOR REFLECTED CEILING PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced A.2B. 1 c5- •00 1% ►1 L _ J Tri cif IIGj�%r% s • Ne 11001111111111Tili X11 ... BR � Aria 111111MMIll 1.111.1.1.11.1.111 ■AU111UU111MOM ■..i..■ PPM 0 "co • r` s • N a • • M N a N a STORAGE PLATFORM • 204 LJ a 11 EMI IIS rol MEZZANINE REFLECTED CEILING PLAN @ 0 8' 16' 24' /i► r► CEILING LEGEND - LIGHTING SYMBOL DESCRIPTION/SPEC NEW TWO LAMP 2' X 4' FLUORESCENT FIXTURE, UGHTOUER H9S2GtR232 EXISTING HIGHBAY LIGHT FIXTURE TO BE REMOVED AND RELOCATED EXISTING HIGHBAY LIGHT FIXTURE TO REMAIN Ard NEW TWO LAMP 2' X 2' FLUORESCENT FIXTURE, IJGHEOUER H9S201R217 DELRAY LIGHTING, KONE II MODEL 622 LUMINAIRE W/ DOWNUGHT (32 WATT CFL) WITH D9 DIMMING BALLAST (BID ALTERNATE PROVIDE SEPARATE UNE ITEM TO PROVIDE D8 DIMMING BAU.AST) 0 NEW FLUORESCENT RECESSED CAN LIGHT, UGHTOLIER CALCULATE CFL DOWNUGHT 8031 CLW NEW CHAIN HUNG FLUORESCENT LIGHT FIXTURE, UGHTOUER KW4S232 W/ WIRE GAURD & CHAIN HANGER KIT 0 NEW LITHONIA BWE—GEL—N—M6 EXIT SIGN W/ GREEN LETTERS. COORDINATE FINAL LOCATION AND COUNT WITH CODE OFFICIAL NEW WALL MOUNTED FLUORESCENT VANITY FIXTURE, OXYGEN IJGHTING HORIZON 2-583-224 O NEW WALL MOUNTED FLUORESCENT LIGHT FIXTURE UGHTOUER 6737WH CEILING LEGEND - CONTROLS SYMBOL DESCRIPTION NEW SWITCH LOCATION D D/3 NEW DIMMER SWITCH LOCATION 3 NEW THREE—WAY SWITCH LOCATION a. DESIGNATES SWITCHING. CIRCUIT GENERAL RCP SHEET NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF UGHT FIXTURES REFER TO DESIGN BUILD— ELECTRICAL DRAWINGS AND DESIGN—BUILD UFE SAFETY FOR COMPLETE REFLECTED CEUNG PLAN DESIGN. 3. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN—BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCH'S IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND COVERED WITH A SINGLE COVERPIATE. 5. ELECTRICAL SUB—CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES DESIGNATED AS NEW. FIXTURES INDICATED IN LEGEND REPRESENT THE BASIS OF DESIGN, SUB—CONTRACTOR TO DETERMINE OPTIONS NEEDED FOR INSTALLATION, ACCESSORIES FOR EMERGENCY LIGHTING AND VOLTAGE. 6. ELECTRICAL SUB—CONTRACTOR TO PROVIDE EMERGENCY LIGHTING UTILIZING LIGHT FIXTURES INCLUDED IN THE LIGHTING LEGEND WITHIN THE OFFICE PORTIONS OF THE SUITE. 7. NO EXPOSED DUCTWORK, PIPING OR FIRE PROTECTION ONES IN ANY SPACE OTHER THAN WAREHOUSE LOCATIONS. CONTRACTOR TO SUBMIT TO ARCHITECT MECHANICAL PLUMBING AND FIRE PROTECTION PLANS SHOWING SIZES OF DUCTS AND PIPING, EQUIPMENT FIXTURES AND ANY ELEMENT THAT MAY IMPACT DESIGN A MINIMUM TWO WEEKS PRIOR TO SUBMISSION FOR •PERMIT. 8. ALL FIXTURES ARE FOR DESIGN INTENT, APPROVED EQUALS MAY BE ALLOWED. CONTRACTOR MUST SUBMIT ALTERNATE FIXTURES FOR REVIEW BY ARCHITECT BEFORE PRICING OR ORDERING. 9. ALL FLUORESCENT LAMPS TO BE 3000K COLOR TEMPERATURE W/ 85 CRI MINIMUM. 10. AU. FIXTURES TO BE 277 VOLTAGE 11. SEE SHEET G.0.4 FOR ADDITIONAL REFLECTED CEIUNG PLAN INFORMATION FOR ITEMS LOCATED IN THE WAREHOUSE PORTION OF THE SUITE 12. ELECTRICAL PERMIT BY OTHERS UNDER SEPARATE PERMIT. ALL EXISTING LIGHTING CONTROLS AND ASSOCIATED ITEMS IN TENANT SPACE TO BE REMOVED WHERE IN CONFLICT WITH NEW CONSTRUCTION. WHERE POSSIBLE REUSE/REINSTALL EXISTING ITEMS, WHERE NOT POSSIBLE PROVIDE NEW. CONTRACTOR TO VERIFY LOCATION OF All ITEMS IN HELD. ELECTRICAL ENGINEERING AND DESIGN TO BE BIDDER DESIGN -BUILD BY G C. SEE PROJECT NOTES FOR ADDITIONAL INFORMATION. KEYED SHEET NOTES 1O EXISTING FIRE SPRINKLER MAIN UNE, BOTTOM OF UNE AT +/— 7'-8" A.F.F 2O EXISTING SKYUGHT / SMOKE VENT TO REMAIN. 3O EXISTING SKYLIGHT TO REMAIN. O CENTER CEILING GRID IN ROOM W/ EQUAL DIMENSIONS FROM EACH FACE OF WALL TO GRID ON EACH SIDE. REMOVE EXISTING HIGHBAY LIGHT FIXTURE AND SAVE AND STORE FOR REUSE. SWITCH FOR EXHAUST FAN. UNDERSIDE OF EXISTING CONCRETE WALL TO BE LEFT EXPOSED. 8O LIGHT IN THIS ROOM TO BE ON TIMER WITH EXHAUST FAN. O9 FIXTURE TO PROVIDE EMERGENCY LIGHTING FOR EGRESS PATH PER G.0.2. FIXTURES TO ALLOW FOR UGHT LEVEL COMPLYING WITH IBC SECTION 1006.4. 10 NEW GAS FIRE HEATER TO MATCH EXISTING IN WAREHOUSE. MECHANICAL DESIGN BY OTHER UNDER SEPARATE PERMIT. 11 NEW CEILING FAN TO MATCH EXISTING, • INSTALL AT HEIGHT TO MATCH EXISTING. SWITCH TO BE LOCATED ADJACENT NY TO DOOR 1048. 0 olio4 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 21 2013 1 Litt of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 1 3 2013 PERMIT CENTER CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 Professional seal G1 IS;1` FRED ARCH ITEM RY A.. WEAVER STATE WASHINGTON �h113 No. Issue Description Date DO SET 11.28.12 PERMIT SET 01.07.13 it PERMIT COMMENTS 02.11.13 Drawn by: PG Reviewed by: Project No: # 12-072-00 HW MEZZANINE V E REFLECTED CEILING PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced A.2B.2 SCREEN PRINTING JANITOR CLOSET GROUND FLOOR POWER AND DATA PLAN 0 16' 24' 1 /8" = 1'— 0" WALL MOUNTED DEVICES SYMBOL DESCRIPTION DUPLEX OUTLET QUADRAPLEX OUTLET DUPLEX OUTLET ( I DENOTES MOUTNING HT IN INCHES) DEDICATED DUPLE( OUTLET JUNCTION BOX (SEE KEYNOTES FOR ADDITIONAL INFORMATION) VOICE & DATA COMBINATION OUTLET FLOOR MOUNTED DEVICES FLOOR MOUNTED COMBINATION VOICE & DATA OUTLET AND DUPLEX OUTLET - COORDINATE EXACT LOCATION WITH TENANTS FURNITURE VENDOR. MISC. NOTATION GA DENOTES A GROUND . FAULT INTERRUPT CIRCUIT T DENOTES TIMER GENERAL SHEET NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE WORKING CONDITION OF ALL EXISTING OUTLETS NOTED TO REMAIN. 3. ALL OUTLETS SHOWN. ARE APPROXIMATE. DUE TO HIDDEN CONDITIONS ADDITIONAL P/P/D MAY EXIST BUT NOT BE REFLECTED ON THE PLANS. 4. FURNITURE SHOWN FOR INTENT ONLY, FINAL LOCATION OF FURNITURE AND OUTLETS TO BE COORDINATED WITH TENANTS FURNITURE VENDOR. 5. ELECTRICAL PERMIT BY OTHERS UNDER SEPARATE PERMIT. ALL EXISTING ELECTRICAL ITEMS IN TENANT SPACE TO BE REMOVED WHERE IN CONFLICT WITH NEW CONSTRUCTION. WHERE POSSIBLE REUSE/REINSTALL EXISTING ITEMS, WHERE NOT POSSIBLE PROVIDE NEW. CONTRACTOR TO VERIFY LOCATION OF ALL ITEMS IN FIELD. ELECTRICAL ENGINEERING AND DESIGN TO BE BIDDER DESIGN -AILD BY G.C. SEE PROJECT NOTES FOR ADDITIONAL INFORMATION. KEYED SHEET NOTES 1 FLUSH MOUNT DEVICE TO ALLOW. FOR TWO DUPLEX AND ONE VOICE/DATA CONNECTION PER WORK STATION SHOWN. FURNITURE SHOWN FOR INTENT ONLY, FINAL LOCATION AND REQUIREMENTS OF FURNITURE AND OUTLETS TO BE COORDINATED WITH TENANTS FURNITURE VENDOR. WALL MOUNTED WHIP FEED CONNECTION TO FURNITURE ALLOW FOR TWO DUPLEX AND ONE VOICE/DATA O CONNECTION PER WORK STATION SHOWN. FURNITURE . SHOWN FOR INTENT ONLY, FINAL LOCATION AND REQUIREMENTS OF FURNITURE AND OUTLETS TO BE COORDINATED WITH TENANTS FURNITURE VENDOR. SERVER ROOM: COORDINATE POWER, COMMUNICATION, AND BTU OUTPUT WITH TENANT. ASSUME A MINIMUM OF ONE O30 AMP DEDICATED OUTLET AND VOICE/DATA OUTLET FOR SERVER RACK, JUNCTION BOX FOR COAX CABLE CONNECTION, THREE DEDICATED OUTLETS. PROVIDE 4' X 8' FIRE RATED PHONE BOARD WITH PAINT FINISH TO MATCH ADJACENT PARTITION. O4 NEW OUTLET TO BE 220 VOLT. 5O OUTLET TO BE FED FROM JUNCTKTN BOX WITH RIGID CONDUIT. 6O NEW EXTERIOR OUTLET. REVIEWED FOR CODE COMPLI6NCE APPROV FEB 21 2013 w City of Tukwila BUILDING DIVISION EQUIPMENT LIST RECEIVED CITY OF TUKWILA FEB 1 3 2013 PERMIT CENTER Q UNDERCOUNTER REFRIGERATOR (BY TENANT) Q MICROWAVE (BY TENANT) HOT WATER HEATER (BY G.C. - COORDINATE LOCATION- WITH BUILDING MANAGEMENT) VERIFY POWER REQUIREMENTS 0 W/ EQUIPMENT ORDERED MOP SINK: FLOOR PINNED ZURN Z1996-24 24" X 24" MOLDED STONE MOP SERVICE BASIN: 3" STAINLESS STEEL Q DRAIN ASSEMBLY. ZURN 2843/1 FAUCET W/ INTEGRAL VB SPOUT W/ HOSE THREAD OUTLET & PAIL HOOK, ADJUSTABLE SWIVEL INLETS, 2 1/2" LEVER HANDLES: WALL GUARD: HOSE AND HOSE BRACKET. ik CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 Professional seal ! C'OIST RED ARCHITECT HENRY A. WEAVER FATE OF WASHINGTON No. Issue Description Dote PERMIT SET 01.07.13 PERMIT COMMENTS 02.11.13 Drawn by: PG Reviewed by: Project No: # 12-072-00 HW GROUND FLOOR POWER & DATA PLAN :Original drawing is 24" x 36". Scale entities accordingly if reduced A.2C.1 STORAGE PLATFORM MEZZANINE POWER AND DATA PLAN 16' 24' 1/8" = 1' - '411.117111111.- A k WALL MOUNTED DEVICES SYMBOL DESCRIPTION 1# DUPLEX OUTLET ( f DENOTES MOUTNING HT IN INCHES) QUADRWOEX OUTLET DEDICATED DUPLEX OUTLET CE:i:::7— JUNCTION BOX (SEE KEYNOTES FOR ADDITIONAL. INFORMATION) VOICE & DATA. COMBINATION OUTLET FLOOR MOUNTED DEVICES @ed FLOOR MOUNTED COMBINATION ON VOICE & DATA OUTLET AND DUPLEX OUTLET — COORDINATE EXACT LOCATION WITH TENANTS FURNITURE VENDOR. MISC. NOTATION Gn DENOTES A GROUND FAULT INTERRUPT C IRCUIf T DENOTES TIMER GENERAL SHEET NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE WORKING CONIHIION OF ALL EXISTING OUTLETS NOTED TO REMAIN. 3. ALL OUTLETS SHOWN ARE APPROXIMATE. DUE TO HIDDEN C ONDIIIONS ADDITIONAL P/P/D MAY EXIST BUT NOT BE REFLECTED ON THE PLANS. 4. FURNITURE SHOWN FOR INTENT ONLY, FINAL LOCATION OF FURNITURE AND OUTLETS TO BE COORDINATED WITH TENANTS FURNITURE VENDOR. 5. ELECTRICAL PERMIT BY OTHERS UNDER SEPARATE PERMIT. ALL DOMING ELECTRICAL ITEMS IN TENANT SPACE TO BE REMOVED WHERE IN CONFLICT WITH NEW CONSTRUCTION. WHERE POSSIBLE REUSE/REINSTALL EXISTING ITEMS, WHERE NOT POSSIBLE PROVIDE NEW. CONTRACTOR TO VERIFY LOCATION OF ALL ITEMS IN FIELD. ELECTRICAL ENGINEERING AND DESIGN TO BE BIDDER DESIGN -BUILD BY G.C. SEE PROJECT NOTES FOR ADDITIONAL INFORMATION. KEYED SHEET NOTES 1OJUNCTION BOX FOR COAX CABLE CONNECTION. CONNECTION. REVIEWED FOR :CODE COMPLIANCE APPROVED FEB 21 2013 Ciel of Tukwila BUILDING DIVISION EQUIPMENT LIST 02 VENDING MACHINE (BY TENANT) RECEIVED CITY OF TUKWILA FEB 1.3 2013 PERMIT CENTER CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 Alt reproduction & intellectual property rights reserved c 2012 Professional seal HENRY A. WEAVER %TATE OF WASHINGTON No. Issue Description Date PERMIT SET 01.07.13 PERMIT COMMENTS 02.11.13 Drawn by: PG Reviewed by: HW Project No: # 12-072-00 MEZZANINE POWER & DATA PLAN Original drawing is 24" x 36". Scole entities accordingly if reduced A.2C.2 SCREEN PRINTING 115 JANITOR CLOSET 1141 GROUND FLOOR FINISH PLAN 8' 16' 24' 1/8"=1' 0 FINISH SPECIFICATIONS SYMBOL MANUFACTURER DESCRIPTION BASE B-1 JOHNSONITE 4"h COVED RUBBER BASE COLOR: AN11QUE WHITE CARPET CPT -1 MASLAND RELD CARPET COLOR: ENERGY, VELOCITY 7250-52009 FORCE INSTALLED: DIRECT GLUE LUXURY VINYL PLANKS LV -1 1 EARTHWERKS SPEC: BAMBOO — HORIZONTAL BHP -4421 4"X36" PLANKS SHEET VINYL SV -1 ARMSTRONG MEDINTONE SHEET VINYL FLOORING H8319, SAND LIGHT VINYL COMPOSITION TILE VCT -1 VCT -2 ARMSTRONG ARMSTRONG 12* X 12" STANDARD EXCELON 1/4 TURNED. COLOR: 51858 SANDRIFT WHITE � r 12" X 12" STATIC DISSIPATIVE SDI 1/4 TURNED. COLOR: 51953 PEARL WHITE RF -1 MOHAWK HARD SURFACES RUBBER 1111 TRUE, HAMMERED: TRM 85 & OPR (FULL TREAD NOSE, TREAD & RISER) PROTIDE STAIR. TREADS, ONE PIECE VERSION AT STAIRS PAINT BENJAMIN MOORE P-2 I GUDDEN P-3 GUDDEN GWB EGGSHELL FINISH AT WALLS, FLAT FINISH AT CEILINGS • DESERTED ISLAND i OC -99 all. GWB EGGSHELL FINISH COLOR: CLASSIC BURGUNDY, SPECf09YR 05/305, ORDER'A0287 DOOR FRAME SEMI—GLOSS FINISH COLOR: RUM RAISIN, SPEC' 5ORR 06/057, ORDER' A1659 PLASTIC LAMINATE PL -1 FORMICA PLASTIC LAMINATE HORIZONTAL SURFACES/BACKSPASH. LAMINATE COLOR: MINERAL UMBER 3449—RD PL -2 FORMICA PLASTIC LAMINATE VERTICAL. SURFACES LAMINATE COLOR: NATURAL CHERRY, 7737-58 ACOUSTICAL CEILING ACT --1 ARMSTRONG GRID: 15/16 PRELUDE TILE: CIRRUS ACT -2 ARMSTRONG GRID: 15/16 PRELUDE TILE: CLEIWROOM VL UNPERFORATED WINDOW TREATMENT LEVALOR SOLID SURFACE SL -1 RMERA CLASSIC 1" HORIZONTAL MINIBU D, e ° e TO INCLUDE LIGHTMASTER OPTION (MODEL RN 1 P) AT ALL LOCATIONS MID HOLO -DOWN BRACKETS PROVIDED WHERE INSTALLED AT DOORS. COLOR: BRUSHED ALUMINUM 134 FORMICA SIGNATURES 1/2" CREMA TERRAllO GENERAL FINISH NOTES 1. PROVIDE B-1 THROUGHOUT, UON. 2. PROVIDE P-1 THROUGHOUT, UON. 3. PROVIDE CPT -1 THROUGHOUT, UON. 4. PROVIDE ACT -1 THROUGHOUT, UON. 4. REFER TO ELEVATIONS AND DETAIL SHEETS. 5. CENTER TRANSITION . BETWEEN MATERIALS UNDER DOOR PER DETAILS. KEYED SHEET NOTES OAT EXISTING METAL POST PROVIDE ACRYLIC METAL PRIMER AND TWO COATS OF ACRYUC SEMI -GLOSS ENAMEL TO MATCH P-1. REVIEWED FOR CODE COMPLII1NCE APPROVED FEB 21 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 1 3 2013 PERMIT CENTER CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 Professional seal ARC { RV A. WEAVER VAR OF WASHINGTON No. Issue Description Date PERMIT SET 01.07.13 PERMIT COMMENTS 02.11.13 Drawn by: PG Reviewed by: Project No: # 12-072-00 HW GROUND FLOOR FINISH PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced A.2D.1 EMT:720:71 OFFICE 205 STORAGE PLATFORM 204 STORAGE 201 RESTROOM• r 202 HALL 200 gra- Frf-,/r ••,%' A 4 410 P-2 203 MEZZANINE FINISH. 'PLAN 0 8' 16' 24' FINISH SPECIFICATIONS SYMBOL MANUFACTURER DESCRIPTION BASE JOHNSONOE 4'h CAVED RUBBER BASE COLOR: ANTIQUE WHITE CARPET CPT -1 MASLAND FIELD CARPET COLOR: ENERGY, VELOCITY 7250-52009 FORCE INSTALLED: DIRECT GLUE LUXURY VINYL PLANKS LV -1 EARTHWERKS SPEC: BAMBOO - HORIZONTAL BHP -4421 41136* PLANKS SHEET VINYL SV -1 ARMSTRONG 'Or "..."%. MEDINTONE SHEET VINYL FLOORING H8319, SAND UGHT VINYL COMPOSITION TILE WT -1 ARMSTRONG :1CT-2 ARMSTRONG 12* X 12* STANDARD MELON 1/4 TURNED. COLOR: 51858 SANDRIFT WHITE ga.•-•seense—N„.—...0.--sem.....-- 12" X 12* STATE DISSIPATIVE SDI 1/4 TURNED. CCtOR: 51953 PEARL WHITE UBBER FLOO 1F-1• PAINT MOHAWK RUBBER TILE TRUE, HAMMERED: TRM• 85 & OPR (FULL TREAD NOSE, TREAD & RISER) HARD SURFACES PROVIDE STAR fleas, ONE •PECE VERSION AT STARS P-1 BENJAMIN MOORE GWB EGGSHELL FINISH AT WALLS, FLAT FINISH AT COUNGS COLOR: DESERTED ISLAND j OC -99 P-2 GIJDDEN GWB EGGSHELL FINISH COLOR: CLASSIC BURGUNDY, SPECII09YR 05/305, ORDER' A0287 P-3 GLIDDEN DOOR FRAME SEMI -GLOSS FINISH COLOR: RUM RAISIN, SPECj 5ORR 06/057, ORDER, A1659 PLASTIC LAMINATE PL -1 FORMICA PLASTIC LAMINATE HORIZONTAL SURFACES/BACKSPASH. LAMINATE COLOR: MINERAL UMBER 3449 -RD PL -2 FORMICA PLASTIC LAMINATE VERTICAL SURFACES LAMINATE COLOR: NATURAL CHERRY, 7737-58 ACOUSTICAL CEILING ACH ARMSTRONG GRID: 15/16 PRELUDE TILE: aRRUS ACT -2 ARMSTRONG GRID: 15/16 PRELUDE TILE: CLEANROOM VL UNPERFORATED WINDOW TREATMENT VIT-1 LEVALOR RMERA CLASSIC 1" HORIZONTAL MINIMA , 0' I TO INCLUDE UGHTMASTER OPTION (MODEL RN 1 P) AT ALL LOCATIONS AND HOLD-DOWN BRACKETS PROVIDED. WHERE INSTALLED AT DOORS. COLOR: BRUSHED ALUMINUM 134 SOLID SURFACE • SL -1 FORMICA SIGNATURES 1/2* RDMA TERRAllO GENERAL FINISH NOTES 1 PROVIDE B-1 THROUGHOUT, UON. 2. PROVIDE P-1 THROUGHOUT, UON. 3. PROVIDE CPT -1 THROUGHOUT, UON. 4. PROVIDE ACT -1 THROUGHOUT, UON. 4. REFER TO ELEVATIONS AND DETAIL SHEETS. 5 CENTER TRANSITION BETWEEN MATERIALS UNDER DOOR PER DETAILS. KEYED SHEET NOTES AT EXISTING METAL POST PROVIDE ACRYUC METAL PRIMER AND TWO COATS OF ACRYLIC SEMI -GLOSS ENAMEL TO NV•MATCH P-1. b REVIEWED FOR ODE COMPLANCE APPROVED FEB 2 1 2013 City orrukwila BUILDING DIVI$ION RECEIVED CITY OF TUKWILA FEB 1.3 2013 PERMIT CENTER NOrMed 4.320 SOUTH 131ST PLACE TUKWILA, WA 98124 IARCHITECTS WEAVER ARCHITECTS, INC. 411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P..206.262.9622 F4206.262.9507 All reproduction & intellectual property rights reserved c 2012 Prdfessional • fj] seal ISTERED ARCHITECT it WEAVER %TATE OF WASHINGTON NO. Issue Description Date PERMIT SET 01.07.13 PERMIT COMMENTS 02.11.13 Drd. wn by: PG Prdject No: # 1 2 - 072 - 00 Reviewed by: HW MEZZANINE FINISH PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced A.2D.2 EQUIPMENT LIST ALL ITEMS FURNISHED AND INSTALLED BY G.C., G.C. TO SUBMIT CUT SHEETS FOR DESIGNER REVIEW. Bi GRAB BAR: 42" X 54", 1-1/4" DIAMETER, SS, PEENED GRIP - BOBRICK B-6897 B2 GRAB BAR: 18", 1-1/4" DIAMETER, SS, PEENED GRIP - BOBRICK B -6806X18 C1 SURFACE MOUNTED TOILET SEAT COVER DISPENSER: BOBRICK B-4221, STAINLESS STEEL FINISH C2 SURFACE MOUNTED TOILET PAPER DISPENSER: BOBRICK B-76867, STAINLESS STEEL FINISH C3 ADA COMPLIANT NT WALL MOUNTED SINK: AMERICAN STANDARD MURRO 0954.004EC, WHITE KNISH C4 ADA COMPLIANT FAUCET: DELTA 523LF-HGMHDF LAVATORY FAUCET C5 SURFACE MOUNTED PAPER TOWEL DISPENSER: BOBRICK, B-2621, STAINLESS STEEL FINISH C6 WALL MOUNTED TOILET: KOHLER KINGSTON K-4325 W/ 1.6 GPF MANUAL FLUSHOMETER, W/ K -4731 -CA SEAT, WHITE FINISH C7 WALL MOUNTED SOAP DISPENSER: BOBRICK 818615, CONTURA SERIES FOR ANi1BACTERIAL SOAPS STAINLESS STttL FINISH C8 WALL MOUNTED MIRROR: FRAMELESS W/ TEMPERED GLAZING, SIZE PER ELEVATION C9 FLOOR MOUNTED TOILET KOHLER HIGHLINE K-4405 W/ 1.6 MANUAL FLUSHOMETER W/ K -4670 -CA SEAT, WHITE FINISH C10 WALL MOUNTED URINAL KOHLER BARDON SUPERIOR K -4960 -ET W/ MANUAL 1.0 GPF FLUSHOMETER, WHITE FINISH C11 GLOBAL PARTITIONS, POWDER COATED METAL RESTROOM COMPARTMENTS, FLOOR ANCHORED/OVERHEAD BRACED C12 UNDERMOUNT SINK, KOHLER LADENA K-2214 — LIGHT FIXTURE PER RCP 0, PL -3 ALUMINUM TRIM, TYPICAL CO 9 0 N – SOLJD SURFACE COUNTERTOP PER FINISH SCHEDULE 0 -COVE SHEET VINYL UP WALL 6" WOMEN'S RESTROOM ELEVATION 0 32" 64" 96" a 0 I 3/8"=1 2'-6" O Ln C3 • PLUMBING BOOT, TYP. LCOVE VINYL UP WALL 6" 1'-6" P-.31 MUM M TRIM, TYPICAL UNISEX RESTROOM ELEVATION 0) 0 32" 64" 96" ALUMINUM TRIM, TYPICAL B2 * a c CV B1 c) ENLARGED GROUND FLOOR RESTROOM PL 3/8" = o" 0 32" 64" 96" WOMEN'S RESTROOM ELEVATION 32" 64" 96" 3/8" = 1'- 0" ALUMINUM TRIM, TYPICAL 3,-4" 0 I a 1 N UNISEX RESTROOM ELEVATION 3/8" = 1' 0"� X 3/8" = 1'- 0" 0 32" 64" 96" 1P131 ALUM 11 TRIM, TYPICAL. LIGHT FIXTURE PER RCP "o) a C6 3 9 F to 1'-6" COVE SHEET VINYL - UP WALL 6" SOIJD SURFACE COUNTERTOP– PER FINISH SCHEDULE MEN'S RESTROOM ELEVATION 0 32" 64" 96" C7 • SAME AT ACCESSIBLE RESTROOM 3/8" = 1'- 0" RESTROOM ACCESSORY ELEVATIONS 3/8" = r- 0" 0 32" 64" 96" ENLARGED MEZZANINE RESTROOM PLAN 3/8" = 1'- 0" 0 32" 64" 96" ALUMINUM TRIM, TYPICAL 3,-4" 02) 0) v) N * �t- M 0 I MEN'S RESTROOM ELEVATION 0 32" 64" 96" b 13� O (14 3/8" = 1'- 0" REVIEWED FOR CODE COMPLIANCE APPROVEtt FEB 21 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 1 3 2013 PERMIT CENTER CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 • ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 Professional seal RECISTERED ARCHITECT RYA. WEAVER STATE OF WASHINGTON 4113 No. Issue Description Date PERMIT SET 01.07.13 ® PERMIT COMMENTS 02.11.13 Drawn by: PG Reviewed by: HW Project No: # 12-072-00 ENLARGED RESTROOM PLANS / ELEVATIONS Original drawing is 24" x 36". Scale entities accordingly if reduced A.5.0 Ir 1' 17-5" (20T 0 11" EA.) u IN ENLARGED WAREHOUSE STAIR PLAN 0 32" 64" 96" ENLARGED LOBBY STAIR PLAN 96" 0 32" 64" TOP STAIR Allk LANDING SHEATHING EL 5'-6 3/4" 44, TOP METIMINE SHEARING EL 11'-2" Ali GROUND FLOOR EL 0'-0' a 1- MECHANICAL DUCT BY OTHERS WAREHOUSE STAIR SECTION 0 32" 64" 96" LOBBY STAIR SECTION 0 32" 64" 96" 3/8" = 1'— 0" 3/8" = 1'- 0" x a 0 SATIN (BRUSHED S.S. HANDRNL 1-1/2 O.D. SATIN (BRUSHED) S.S. HANMAIL BRACKET 0 N 1.1 ALL WALLS AND CEILINGS TO BE OF ONE HOUR FIRE RESISTANCE RATED CONSTRUCTION LOBBY STAIR SECTION REVIEWED FOR CODE COMPLIE►NCE APPROVED FEB 2 2013 City of Tukwila BUILDING DIVISION TOP MEZZANINE SHEATHING EL 11'-2" CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 M reproduction & intellectual property rights reserved c 2012 Professional seal R1tA.WEAVER STATE OF WASHINGTON No. Issue Description Date PERMIT SET 01.07.13 ® PERMIT COMMENTS 02.11.13 TOP STAIR LANDING SHEATHING T EL 5'-6 3/4' Drawn by: PG GROUND FLOOR T EL 0'-0" RECEIVED CITY OF TUKWILA FEB 1.3 2013 PERMIT CENTER Reviewed by: HW Project No: # 12-072-00 ENLARGE STAIR PLANS / SECTIONS Original drawing is 24" x 36". Scale entities accordingly if reduced A.5.1 41:IL-T. EXISTING R-12 INSLUATION ABOVE SHEATHING, INSTALL NEW R-13 BATT INSULATION SLOW B IWEEN ROOF JOIST AND R-38 BATT INSULATION PERPENDICULAR BELOW JOISTS. PROVIDE VAPOR BARRIER AT UNDERSIDE OF R-38 INSULATION 1' MINIMUM CLEAR FROM BOTTOM OF SHEATHING TO BATT INSULATION TYP. R-38 BATT INSULA11ON AT MEZZANINE FLOOR WHERE UNCONDITIONED SPACE IS LOCATED ABOVE CEIUNG SPACE FOR MECHANICAL & PLUMBING CEIUNG SPACE FOR MECHANICAL & PLUMB R-38 BATT INSULATION W/ VAPOR RETARDER AT CONDITIONED SIDE OF PARTITION OFFICE 108 V \/ V • v v v v v EXISTING R-12 INSLUATION ABOVE SHEATHING, INSTALL NEW R-13 BATT INSULATION BELOW BETWEEN ROOF JOIST AND R-38 BATT INSULATION PERPENDICULAR BELOW JOISTS. PROVIDE VAPOR BARRIER AT UNDERSIDE OF R-38 INSULATION 1' MINIMUM CLEAR FROM BOTTOM OF SHEATHING TO BATT INSULATION, TYP. SECTION 4' EXISTING —.— SKYLIGHT SKYLIGHT 11111l111I1 t 1/!tjt,6f.flrv.t1,11611t11r/MINAttel, I/tlfl}r11111111rrlt//If11f If11r111111I1It1111111er1 t/r 11II/Irl/111/11pI rr///11111111//v/II11 •f11111 111.111101111111111/11111111111111Illi/!Illi 111/11� �/1/11I IIil11i11111111111111i111111/1111110111111111111111!1111111111111 III/IVIv111r11111i11ir1/111111111111lt1f111 IIIAp/111 /Itt1lIIi 111p 1/!l111//110111IIIpr110IIt11 p1111111v IIlfrtvlvllt 10 1 1111 � - 11/11 /111111GIII/EIE1 IIIOA r/1141//11 C11d A111 1 pplll11611111 /1111111 111AIA1d////111a/1116111111p//4111 /111111111!lI II /OI11/11/1110 /1111100A� 111 i/11111 i11I11/1lIII/t1vd11E111Ii 1111 e10 Ar/111p/111i101111I16101v1 f111C111/1118p111t�A11i/11114 11E�r111d0 �ii�i�i�i�i�i�i�i�ie�i�i i�i�ifi ?i,�i�i�i�i�i�i���i�i�i����o �����•��������►���������+�������������'����������itvevi+;-1���♦�����®�f����;eit;f6������'itioil r rtia INSULATED PARTI11ON PER PLAN N111-1--11111111- -..----311 12' 1/4" = 1'- 0" REVIEWED FOR CODE COMPLIAANCE APPROVE" FEB 21 2013 City of Tukwila BUILDING DIVISION NEW CEIUNG NEW CEIUNG EXISTING SPRINKLER MAIN UNE TO REMAIN 214' STUDS 0 24* 0.C. 2'X10' HEADER R-10. RIGID INSULATION OPEN PLATFORM 207 CONFERENCE ROOM 203 ATTACH FRAMING W/ SHOT PINS OR MASONRY SCREWS TO EXISTING CONCRETE WALL, TYP. 2'X10* RAFTERS 0 24" 0.C. EXISTING CONCRETE WALLS WAVANAVINIAWATI Itittlitt ATM=-��i!±i�il�i®i�i�i�i!i�i�i!i!��i�i�i�i!i R-38 :BATT INSULATION AT MEZZANINE FLOOR WHERE UNCONDI11ONED SPACE IS LOCATED ABOVE NEW CEILING 1 J 21X1.0* LEDGER a a a a R-23 BATT INSULATION 5'-6 3/4"(1) INSULATED PARTITION PER PLAN OPEN OFFICE 104 LOBBY 100 LOBBY 100 2X6' STUDS 0 24' 0.C. RECEIVED OF TUKWILA FEB 1 3 2013 PERMIT CENTER SECTION 4' 12' 1/4" = 1'- 0" CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206:262.9507 MI reproduction & intellectual property rights reserved c 2012 Professional seal No. Issue Description Date DD SET 11.28.12 PERMIT SET 01.07.13 PERMIT COMMENTS 02.11.13 Drawn by: PG Reviewed by: Project No: # 12-072-00 HW SECTIONS Original drawing is 24" x 36". Scale entities accordingly if reduced A.6.1 1/2" LAMINATED GLASS . WOOD FRAME BEYOND 3 1/2" TOP OF PARTITION BEYOND SKYLIGHT SECTION 0 8" FURRED PARTITION ATTACHED TO UNDERSIDE OF ROOF FRAMING 16" R-38 BATT INSULATION W/ VAPOR RETARDER AT CONDITIONED SIDE OF PARTITION NEW CEIUNG 2"X4" STUDS 0 24" O.C. 2"X10" HEADER EXISTING WINDOW C A.9.3 R-38 BATT INSULATION W/ VAPOR RETARDER AT CONDITIONED SIDE OF PARTITION 2"X4" STUDS 0 24" O.C. 2"X10" RAFTERS 0 24" O.C. 14 46 Mossi � r= tJ; J -BEAD, FINISH & PAINT MATIN WALL COLOR PAItTRION PER PLAN 24" EXISTING CONCRETE WALLS 1-1/2" = 1'- 0" EXISTING ROOF NEW CEILING 2"X10" LEDGER R-38 BATT INSULA ON STICK PINS W/ VAPOR RETARDER AT CONDITIONED SIDE OF PARTi11ON WALL SECTION 0 8' 12' 1/2" = 1' 0" MAPLE WOOD FRAME W/ SINNED FINISH TO MATCH STANDARD DOOR FINISH 5" SKYLIGHT FRAME DETAIL MAPLE WOOD FRAME W/ STAINED FINISH TO MATCH STANDARD DOOR FINISH 1/2" LAMINATED GLASS J -BEAD, FMNSH & PANT TO MATCH WALL COLOR PARTITION PER RAN 4 R-10 RIGID INSULATION ATTACH FRAMING W/ SHOT PINS OR MASONRY SCREWS TO EXISTING CONCRETE WALL, TYP. 2"X6" STUDS 0 24" O.C. R-23 BATT INSULATION EXISTING CONCRETE WALL NEW CEILING CEIUNG SPACE FOR MECHANICAL & PLUMBING EXISTING CONCRETE WALLS 2"X6" STUDS 0 24" 0.C. R-23 BATT INSULATION WALL SECTION 8' 12' 1/4" = 1'- 0" 8" 16" 3" = 1'- 0" 24" FURRED PARTITION ATTACHED TO UNDERSIDE OF ROOF FRAMING �tt1111)11 EXISTING CONCRETE WALLS I'Ill` I NEW CEIUNGJ 2"X4" STUDS 0 24" 0.C. 21X10" HEADER EXISTING WINDOW SIM NM R-30 BATT INSULATION EXISTING CONCRETE WALLS 2"X4" STUDS 0 24" 0.C. 2"X10" HEADER 2"X6" STUD FURRED WALL BEYOND AT PILASTER EXISTING STOREFRONT GLAZING MIMI WALL SECTION 4' 12' Z(4 it° CEILING FRAMING, SE STRUCTURAL CEIUNG 5/8" GYPSUM BOARD FRAMING SCHEDULE FOR ADDMONAL INFO odveci 53.0 5/8" GYPSUM BOARD EXISTING CONCRETE SHEAR WALL 2X6 STUDS AT 16" 0.C. CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 1/4" = 1'- 0" SCREEN PRINTING ROOM SECTION FURRED PARTITION ATTACHED TO UNDERSIDE OF ROOF FRAMING NEW CEIUNGJ R-30 BATT INSULATION EXISTING CONCRETE WALLS FACE OF EXISTING PILASTER R-23 BATT INSULATION 2X6" STUDS 0 24" 0.C. TOP PLATE TO DMDE FURRED WALL IN HALF L -CUPS W/ SHOT PINS OR MASONRY SCREWS TO ATTACH TO EXISTING CONCRETE WALL o IA "c WALL SECTION 0 4' 8' 12' 1/4" = 1'- 0" REVIEWED FOR CQDE COMPLIANCE APPROVED FEB 2 1 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 1 3 2013 PERMIT CENTER 1/4" = MN ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 AU reproduction & intellectual property rights reserved c 2012 Professional seal No. Issue Description Date PERMIT SET 01.07.13 PERMIT COMMENTS 02.11.13 Drawn by: PG Reviewed by: Project No: # 12-072-00 HW SECTION / DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced A.6.2 P -LAM COUNTERTOP & BACKSPLASH EQ. EQ. EQ. 2'-O" CLR. FOR REF. c (V OPEN I, 2'-0" CLR. FOR REF. BREAK ROOM ELEVATION 0 32" 64" 96" P -LAM UPPER CARNETS WITH TWO ADJUSTABLE SHELVES P -LAM LOWER CABINETS AND DRAWER WITH ONE oADJUSTABLE SHELF N 3/8" = 1'- 0" CLOSET ELEVATION 0 32" 64" 96" 3/8" = 1'- 0" EXISTING EXTERIOR WINDOW U 6" O. U 0 0-1 O. LOBBY ELEVATION 0 32" 64" 96" SLOPE TOP OF WALL TO ACCOUNT FOR CEILING PITCH REVIEWED FOR CODE COMPLI6NCE APPROVEtt FEB 2 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 13 2013 PERMIT CENTER 3/8" = 1'- 0" P -LAM UPPER CABINETS WITH TWO ADJUSTABLE SHELVES P -LAM COUNTERTOP & BACKSPLASH EQ. EQ. EQ. EQ. c 1) c N P -LAM UPPER CABINETS W/ ONE ADJUSTABLE SHELVES P LAM MICROWAVE SHELF EQ. EQ. P -LAM- COUNTERTOP & ► P -LAM LOWER BACKSPLASH c CABINETS AND 7 DRAWER WITH ONE "iv ADJUSTABLE SHELF iv 3'-0"CLR. 2'-11 n 2'-11" 2'-11" CONFERENCE ROOM ELEVATION CO 0 32" 64" 96" 2'-9 1/2" 2'-9 1/2" 2" CUSTOM FABRICATED STEEL GATES W/ PAINT FINISH CUSTOM FABRICATED SQUARE TUBE STEEL SLIDING BOLT LATCH, LATCH TO ALLOW FOR LOCKING FUNCTION W/ PADLOCK PROVIDED BY OWNER 2" STEEL SQUARE TUBE PARTIAL HEIGHT WALL PER DETAILS 1" S1ttL SQUARE TUBE STEEL HEAVY DUTY BOLT ON HINGE, TYP. OF (4) P -LAM LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF STORAGE PLATFORM GATE ELEVATION BREAK ROOM ELEVATION 32" 64" 96" P -LAM UPPER CABINETS WITH TWO ADJUSTABLE SHELVES 3/8" = 1'- 0" P -LAM UPPER CABINETS W/ ONE ADJUSTABLE SHELVES P LAM MICROWAVE SHELF CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property nights reserved c 2012 Professional seal No. Issue Description Date PERMIT SET 01.07.13 ® PERMIT COMMENTS 02.11.13 Drawn by: PG Reviewed by: HW Project No: # 12-072-00 CASEWORK ELEVATIONS ELEVATIONS Original drawing is 24" x 36". Scale entities accordingly if reduced A.6.3 1 _ i► ) as.4 l 5'-3" V.I.F. �, 3'-6" CLR. •4, ,I, CLOSET ELEVATION 0 32" 64" 96" 3/8" = 1'- 0" EXISTING EXTERIOR WINDOW U 6" O. U 0 0-1 O. LOBBY ELEVATION 0 32" 64" 96" SLOPE TOP OF WALL TO ACCOUNT FOR CEILING PITCH REVIEWED FOR CODE COMPLI6NCE APPROVEtt FEB 2 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 13 2013 PERMIT CENTER 3/8" = 1'- 0" P -LAM UPPER CABINETS WITH TWO ADJUSTABLE SHELVES P -LAM COUNTERTOP & BACKSPLASH EQ. EQ. EQ. EQ. c 1) c N P -LAM UPPER CABINETS W/ ONE ADJUSTABLE SHELVES P LAM MICROWAVE SHELF EQ. EQ. P -LAM- COUNTERTOP & ► P -LAM LOWER BACKSPLASH c CABINETS AND 7 DRAWER WITH ONE "iv ADJUSTABLE SHELF iv 3'-0"CLR. 2'-11 n 2'-11" 2'-11" CONFERENCE ROOM ELEVATION CO 0 32" 64" 96" 2'-9 1/2" 2'-9 1/2" 2" CUSTOM FABRICATED STEEL GATES W/ PAINT FINISH CUSTOM FABRICATED SQUARE TUBE STEEL SLIDING BOLT LATCH, LATCH TO ALLOW FOR LOCKING FUNCTION W/ PADLOCK PROVIDED BY OWNER 2" STEEL SQUARE TUBE PARTIAL HEIGHT WALL PER DETAILS 1" S1ttL SQUARE TUBE STEEL HEAVY DUTY BOLT ON HINGE, TYP. OF (4) P -LAM LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF STORAGE PLATFORM GATE ELEVATION BREAK ROOM ELEVATION 32" 64" 96" P -LAM UPPER CABINETS WITH TWO ADJUSTABLE SHELVES 3/8" = 1'- 0" P -LAM UPPER CABINETS W/ ONE ADJUSTABLE SHELVES P LAM MICROWAVE SHELF CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property nights reserved c 2012 Professional seal No. Issue Description Date PERMIT SET 01.07.13 ® PERMIT COMMENTS 02.11.13 Drawn by: PG Reviewed by: HW Project No: # 12-072-00 CASEWORK ELEVATIONS ELEVATIONS Original drawing is 24" x 36". Scale entities accordingly if reduced A.6.3 TYPICAL DOOR HEAD 1' CEILING PER PLANS PARTITION PER ARCHITECTURAL AND STRUCTURAL PLANS TA08 STEEL CASING DOOR PER SCHEDULE TYPICAL DOOR JAMBS DOOR AND HARDWARE PER SCHEDULE PARTITION PER ARCHITECTURAL AND STRUCTURAL PLANS TA08 STEEL CASING TIMELY PRE—FINISHED KNOCKDOWN FRAME DOOR PER SCHEDULE 1/2" TALL TA14 GLASS STOP, ATTACHED WITH DRYWALL SCREW 1/4" TEMPERED GLASS SIDEUGKF TIMELY PRE—FINISHED KNOCKDOWN FRAME TA08 STEEL CASING Ci) JAMBS CSD SIDELIGHT 8c DOOR Ii 3" 0 f 1 I s" U 3" 6" DOOR TYPES DOOR SCHEDULE HARDWARE GROUP --TIMELY FRAME W/ CUSTOM PAINT FINISH F— CD w WOOD DOOR W/ STAINED FINISH --TIMELY FRAME W/ CUSTOM PAINT FINISH WOOD DOOR W/ STAINED FINISH PUSH PLATE / PULL BAR y WIDTH j)—KICK PLATE 'I 'I (BOTH FACES) CD Lei -SLIDING GLASS DOOR W/ ALUMINUM FRAME WIDTH X 1" INSULATED GLASS TIMELY FRAME W/ CUSTOM PAINT FINISH 1/4" TEMPERED GLASS INSERT WOOD DOOR W/ STAINED FINISH TIMELY FRAME W/ CUSTOM PAINT FINISH TIMELY FRAME W/ CUSTOM PAINT FINISH WOOD DOOR W/ STAINED FINISH WOOD DOOR W/ STAINED FINISH WIDTH X x CD TIMELY FRAME W/ CUSTOM PAINT FINISH WOOD DOOR W/ STAINED FINISH • W x WIDTH i -- METAL FRAME W/ CUSTOM PAINT FINISH TO MATCH STANDARD FRAME FINISH WOOD DOOR W/ STAINED FINISH — 0 LOUVER WITH PAINT FINISH TO MATCH FRAMES J, WIDTH $z DOOR CD zi LkJ 10ILO HARDWARE GROUP HARDWARE NOTES 101 3'-0" 7'-0" A 3 MTL 45 MIN. GROUP 1 SINGLE, PASSAGE LATCHSET NON—RATED 2 PAIR HINGES 1 LEVER STYLE PASSAGE LATCHSET 1 DOOR STOP 102 3'-0" 7'-0" F 1 MTL NA 103 3'-0' B 1 MTL NA 104A 3'-0" 7'-0" A 1 Mn. NA SIMILAR TO TYPE "A" BUT INSULATED METAL DOOR AND HOLLOW METAL FRAME TO MEET CURRENT WASHINGTON STATE ENERGY CODE REQUIREMENTS, MAXIMUM U—VALUE OF 0.40. GROUP 2 SINGLE, OFFICE & INNER ENTRY LOCK NON—RATED 2 PAIR HINGES 1 LEVER STYLE PRIVACY LOCKSET 1 DOORSTOP 104B 3'-0" 7f-0" A 1 MTL NA SIMILAR TO TYPE "A" BUT INSULATED METAL DOOR AND HOLLOW METAL FRAME TO MEET CURRENT WASHINGTON STATE ENERGY CODE REQUIREMENTS, MAXIMUM U—VALUE OF 0.40. GROUP 3 SINGLE, STOREROOM LOCKSET NON—RATED/RATED 2 PAIR HINGES 1 LEVER STYLE STOREROOM LOCKSET 1 DOOR STOP 104C 3'-0' 7'-0" A MTL NI SIMILAR TO TYPE 'A" BUT INSULATED METAL DOOR AND HOLLOW METAL FRAME TO MEET CURRENT WASHINGTON STATE ENERGY CODE REQUIREMENTS, MAXIMUM U—VALUE OF 0.40. 104D 6'-0" 7'-0" G 7 MTL NA GROUP 4 SINGLE, PUSH/PULL SET NON—RATED 2 PAIR HINGES 1 12' 'D' STYLE PULL 1 PUSH PLATE & 2 12" X 36" KICK PLATES W/ S.S. FINISH 1 DOOR STOP 1 CLOSER 105 3'-0" 7'-0" A 1 MTL NA 106 3'-0" H 2 MTL NA GROUP 5 MGM, PRIVACY LOCKSET NON—RATED 2 PAIR HINGES 1 LEVER STYLE PRIVACY LOCKSET 1 DOOR STOP 107A 3'-0" 7'-0" A 2 MTL NA 107B 6'-8" 7-0" E MTL NA 108 109 3'-0" 7'-0" A 1 MTh NA GROUP 6 DOUBLE, DUMMY TRIM & BALL CATCH NON—RATED 4 PAIR HINGES 2 DUMMY LEVERS 2 DOOR STOPS 2 SETS OF BALI. CATCH HARDWARE BALL CATCH HARDWARE TO BE MOUNTED AT TOP OF EACH DOOR, STRIKE PLATE MOUNTED ON THE DOOR FRAME 3'-0" 71_Or A 1 MTh NA 110 3'-0" 7,-0" B 1 111 3'-0" 7l-0" C 4 MTL NA MTL NA 112 114 3'-0" 3'-0" 7'-0" C A 4 1 MTL NA IML NA 115 116 3'-0" V.I.F. 7'—O" V.I.F. A 1 MTL NA NA 1 MTL NA INSULATED HOLLOW METAL DOOR AND FRAME TO MEET CURRENT WASHINGTON STATE ENERGY CODE REQUIREMENTS, MAXIMUM U—VALUE OF 0.60. PROVIDE NEW HARDWARE TO MATCH EXISTING STYLE AND FUNCTION. GROUP 7 DOUBLE, SLIDING DOOR NON -RATED (2) HAFELE HAWA JUNIOR 40/Z SLIDING DOOR FITTING SETS (ITEM 940.40.001) & UPPER TRACK & LOWER GUIDE CHANNEL TO FIT OPENING FLUSH PULLS: HAFELE 151.35.208 OR APPROVED EQUAL GLAZING SCHEDULE 200 3'-0" T-0" A 1 MTL NA SIMILAR TO TYPE "A" BUT INSULATED METAL DOOR AND HOLLOW METAL FRAME TO MEET CURRENT WASHINGTON STATE ENERGY CODE REQUIREMENTS, MAXIMUM U—VALUE OF 0.40. SIDELIGHT cn = 8 w 201 3'-0" 7-0" A 3 MTL NA 202 3'-0" 7-0" A 5 MTL NA G1 0'-6" 2'—O" A 1/4" TEMPERED NA MIL 203A B 1 MTL NA 2038 3'-0" 7-0- A 1 MTL NA 203C 6'-0" D 6 MTL NA O 3'-2" 4'—O" 8'-0' B 1" INSULATED NA MIL WINDOW ASSEMBLY TO HAVE MAXIMUM U VALUE OF U-0.35 204 3'-0" 7,_0" A 1 MTL NA SIMILAR TO TYPE "A" BUT INSULATED METAL DOOR AND HOLLOW METAL FRAME TO MEET CURRENT WASHINGTON STATE ENERGY CODE REQUIREMENTS, MAXIMUM U—VALUE OF 0.40. GLAZING TYPES 205 3'—O' 7'-0" B 1 MTL NA 206 3'-0" 7'-0" A 1 MTL NA DOOR & HARDWARE GENERAL NOTES PARTITION PER ARCHITECTURAL AND STRUCTURAL PLANS TA08 SILO. CASING TIMELY PRE—FINISHED KNOCKDOWN FRAME 1/2" TALL TA14 GLASS STOP, ATTACHED WITH DRYWALL SCREW 1/4" TEMPERED GLASS SIDELIGHT PARTINNON PER ARCHITECTURAL AND STRUCTURAL PLANS UNE OF FINISHED FLOOR SIDELIGHT SILL & HEAD 011-1_13" 6" 1 1. SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION. 2. DOOR WIDTH & HDCHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO 9OTTOM OF FRAME 0 HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES. 3. DOUBLE DOOR NOMINAL WIDTH INDICATES 2 DOOR LEAVES OF EQUAL WIDTH, U.O.N. 4. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH — BOLTS. 5. DOOR / HARDWARE SHALL. COMPLY WI1H ALL APPLICABLE IBC & ACCESSIBILITY REQUIREMENTS. 6. ALL DOOR AND SIDELIGHT FRAMES TO BE TIMELY CLASSIC C—SERIES FRAMES W/ CUSTOM PAINT FINISH & TA -8 STANDARD STEEL CASING. 7. SLIDING GLASS DOOR TO BE KAWNEER 990 SLIDING DOORS IN 'OX" CONFIGURATION WITH 1" GLASS (1/4' LAMINATED GLASS ON EACH SIDE WITH 1/2" AIR SPACE) OR APPROVED EQUAL 8. WOOD DOORS TO BE SOLID W000 CORE DOORS W/ 5—PLY, PLAIN—SLICED MAPLE BOO( MATCHED AND RUNNING ASSEMBLY WITH CLEAR FINISH. (PROVIDE MANUFACTURER'S STANDARD COLOR CHARTS, FOLLOWED BY A PHYSICAL SAMPLE OF COLOR SELECTED FOR ARCHITECT'S APPROVAL ARCHITECT WAS THE OPTION TO FISH A COLOR FOR THE MANUFACTURER TO MATCH.) 9. PROVIDE FLOOR, WALL OR OVERHEAD DOOR STOPS FOR ALL DOORS, VERIFY WHICH TYPE 0 WHAT LOCATIONS W/ ARCHITECT IN SUBMITTAL ---"---O (C) BYPASS DOOR HEAD onLi3L - 0 3" CEILING PER PLANS PARTMON PER ARCHITECTURAL AND STRUCTURAL PLANS TA08 SSLTl. CASING TIMELY PRE—FINISHED KNOCKDOWN FRAME DOOR AND HARDWARE PER SCHEDULE 1 'r- 2 z W J SIDELIGHT FRAME TO MATCH DOOR FRAMES GLAZING AS SCHEDULED J WIDTH A.9.0 • WIDTH .8 PARTITION PER ARCHITECTURAL AND STRUCTURAL PLANS REVIEWED FOR BOE COMPLIANCE APPROVED FEB 21 2013 City of Tukwila UU1LDING DIVISION TIMELY PRE—FINISHED KNOCKDOWN FRAME TA08 STEEL CASING I‘Cii BYPASS DOOR JAMB 6 oLI-1_13" �J3" RECEIVED CITY OF TUKWILA FEB 1.3 2013 PERMIT CENTER CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 11111 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 Professional se 1I4ENRY A. WEAVER STATE OF WASHINGTON No. Issue Description Date PERMIT SET 01.07.13 AS, PERMIT COMMENTS 02.11.13 Drawn by: PG Reviewed by: Project No: # 12-072-00 HW DOOR SCHEDULE / SIDELIGHT SCHEDULE / FLOOR TRANSITIONS Original drawing is 24" x 36". Scale entities accordingly if reduced A.9.0 0 3'-1" 1, WIDTH TIMELY FRAME W/ CUSTOM PAINT FINISH 1/4" TEMPERED GLASS INSERT WOOD DOOR W/ STAINED FINISH TIMELY FRAME W/ CUSTOM PAINT FINISH TIMELY FRAME W/ CUSTOM PAINT FINISH WOOD DOOR W/ STAINED FINISH WOOD DOOR W/ STAINED FINISH WIDTH X x CD TIMELY FRAME W/ CUSTOM PAINT FINISH WOOD DOOR W/ STAINED FINISH • W x WIDTH i -- METAL FRAME W/ CUSTOM PAINT FINISH TO MATCH STANDARD FRAME FINISH WOOD DOOR W/ STAINED FINISH — 0 LOUVER WITH PAINT FINISH TO MATCH FRAMES J, WIDTH $z DOOR CD zi LkJ 10ILO HARDWARE GROUP HARDWARE NOTES 101 3'-0" 7'-0" A 3 MTL 45 MIN. GROUP 1 SINGLE, PASSAGE LATCHSET NON—RATED 2 PAIR HINGES 1 LEVER STYLE PASSAGE LATCHSET 1 DOOR STOP 102 3'-0" 7'-0" F 1 MTL NA 103 3'-0' B 1 MTL NA 104A 3'-0" 7'-0" A 1 Mn. NA SIMILAR TO TYPE "A" BUT INSULATED METAL DOOR AND HOLLOW METAL FRAME TO MEET CURRENT WASHINGTON STATE ENERGY CODE REQUIREMENTS, MAXIMUM U—VALUE OF 0.40. GROUP 2 SINGLE, OFFICE & INNER ENTRY LOCK NON—RATED 2 PAIR HINGES 1 LEVER STYLE PRIVACY LOCKSET 1 DOORSTOP 104B 3'-0" 7f-0" A 1 MTL NA SIMILAR TO TYPE "A" BUT INSULATED METAL DOOR AND HOLLOW METAL FRAME TO MEET CURRENT WASHINGTON STATE ENERGY CODE REQUIREMENTS, MAXIMUM U—VALUE OF 0.40. GROUP 3 SINGLE, STOREROOM LOCKSET NON—RATED/RATED 2 PAIR HINGES 1 LEVER STYLE STOREROOM LOCKSET 1 DOOR STOP 104C 3'-0' 7'-0" A MTL NI SIMILAR TO TYPE 'A" BUT INSULATED METAL DOOR AND HOLLOW METAL FRAME TO MEET CURRENT WASHINGTON STATE ENERGY CODE REQUIREMENTS, MAXIMUM U—VALUE OF 0.40. 104D 6'-0" 7'-0" G 7 MTL NA GROUP 4 SINGLE, PUSH/PULL SET NON—RATED 2 PAIR HINGES 1 12' 'D' STYLE PULL 1 PUSH PLATE & 2 12" X 36" KICK PLATES W/ S.S. FINISH 1 DOOR STOP 1 CLOSER 105 3'-0" 7'-0" A 1 MTL NA 106 3'-0" H 2 MTL NA GROUP 5 MGM, PRIVACY LOCKSET NON—RATED 2 PAIR HINGES 1 LEVER STYLE PRIVACY LOCKSET 1 DOOR STOP 107A 3'-0" 7'-0" A 2 MTL NA 107B 6'-8" 7-0" E MTL NA 108 109 3'-0" 7'-0" A 1 MTh NA GROUP 6 DOUBLE, DUMMY TRIM & BALL CATCH NON—RATED 4 PAIR HINGES 2 DUMMY LEVERS 2 DOOR STOPS 2 SETS OF BALI. CATCH HARDWARE BALL CATCH HARDWARE TO BE MOUNTED AT TOP OF EACH DOOR, STRIKE PLATE MOUNTED ON THE DOOR FRAME 3'-0" 71_Or A 1 MTh NA 110 3'-0" 7,-0" B 1 111 3'-0" 7l-0" C 4 MTL NA MTL NA 112 114 3'-0" 3'-0" 7'-0" C A 4 1 MTL NA IML NA 115 116 3'-0" V.I.F. 7'—O" V.I.F. A 1 MTL NA NA 1 MTL NA INSULATED HOLLOW METAL DOOR AND FRAME TO MEET CURRENT WASHINGTON STATE ENERGY CODE REQUIREMENTS, MAXIMUM U—VALUE OF 0.60. PROVIDE NEW HARDWARE TO MATCH EXISTING STYLE AND FUNCTION. GROUP 7 DOUBLE, SLIDING DOOR NON -RATED (2) HAFELE HAWA JUNIOR 40/Z SLIDING DOOR FITTING SETS (ITEM 940.40.001) & UPPER TRACK & LOWER GUIDE CHANNEL TO FIT OPENING FLUSH PULLS: HAFELE 151.35.208 OR APPROVED EQUAL GLAZING SCHEDULE 200 3'-0" T-0" A 1 MTL NA SIMILAR TO TYPE "A" BUT INSULATED METAL DOOR AND HOLLOW METAL FRAME TO MEET CURRENT WASHINGTON STATE ENERGY CODE REQUIREMENTS, MAXIMUM U—VALUE OF 0.40. SIDELIGHT cn = 8 w 201 3'-0" 7-0" A 3 MTL NA 202 3'-0" 7-0" A 5 MTL NA G1 0'-6" 2'—O" A 1/4" TEMPERED NA MIL 203A B 1 MTL NA 2038 3'-0" 7-0- A 1 MTL NA 203C 6'-0" D 6 MTL NA O 3'-2" 4'—O" 8'-0' B 1" INSULATED NA MIL WINDOW ASSEMBLY TO HAVE MAXIMUM U VALUE OF U-0.35 204 3'-0" 7,_0" A 1 MTL NA SIMILAR TO TYPE "A" BUT INSULATED METAL DOOR AND HOLLOW METAL FRAME TO MEET CURRENT WASHINGTON STATE ENERGY CODE REQUIREMENTS, MAXIMUM U—VALUE OF 0.40. GLAZING TYPES 205 3'—O' 7'-0" B 1 MTL NA 206 3'-0" 7'-0" A 1 MTL NA DOOR & HARDWARE GENERAL NOTES PARTITION PER ARCHITECTURAL AND STRUCTURAL PLANS TA08 SILO. CASING TIMELY PRE—FINISHED KNOCKDOWN FRAME 1/2" TALL TA14 GLASS STOP, ATTACHED WITH DRYWALL SCREW 1/4" TEMPERED GLASS SIDELIGHT PARTINNON PER ARCHITECTURAL AND STRUCTURAL PLANS UNE OF FINISHED FLOOR SIDELIGHT SILL & HEAD 011-1_13" 6" 1 1. SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION. 2. DOOR WIDTH & HDCHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO 9OTTOM OF FRAME 0 HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES. 3. DOUBLE DOOR NOMINAL WIDTH INDICATES 2 DOOR LEAVES OF EQUAL WIDTH, U.O.N. 4. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH — BOLTS. 5. DOOR / HARDWARE SHALL. COMPLY WI1H ALL APPLICABLE IBC & ACCESSIBILITY REQUIREMENTS. 6. ALL DOOR AND SIDELIGHT FRAMES TO BE TIMELY CLASSIC C—SERIES FRAMES W/ CUSTOM PAINT FINISH & TA -8 STANDARD STEEL CASING. 7. SLIDING GLASS DOOR TO BE KAWNEER 990 SLIDING DOORS IN 'OX" CONFIGURATION WITH 1" GLASS (1/4' LAMINATED GLASS ON EACH SIDE WITH 1/2" AIR SPACE) OR APPROVED EQUAL 8. WOOD DOORS TO BE SOLID W000 CORE DOORS W/ 5—PLY, PLAIN—SLICED MAPLE BOO( MATCHED AND RUNNING ASSEMBLY WITH CLEAR FINISH. (PROVIDE MANUFACTURER'S STANDARD COLOR CHARTS, FOLLOWED BY A PHYSICAL SAMPLE OF COLOR SELECTED FOR ARCHITECT'S APPROVAL ARCHITECT WAS THE OPTION TO FISH A COLOR FOR THE MANUFACTURER TO MATCH.) 9. PROVIDE FLOOR, WALL OR OVERHEAD DOOR STOPS FOR ALL DOORS, VERIFY WHICH TYPE 0 WHAT LOCATIONS W/ ARCHITECT IN SUBMITTAL ---"---O (C) BYPASS DOOR HEAD onLi3L - 0 3" CEILING PER PLANS PARTMON PER ARCHITECTURAL AND STRUCTURAL PLANS TA08 SSLTl. CASING TIMELY PRE—FINISHED KNOCKDOWN FRAME DOOR AND HARDWARE PER SCHEDULE 1 'r- 2 z W J SIDELIGHT FRAME TO MATCH DOOR FRAMES GLAZING AS SCHEDULED J WIDTH A.9.0 • WIDTH .8 PARTITION PER ARCHITECTURAL AND STRUCTURAL PLANS REVIEWED FOR BOE COMPLIANCE APPROVED FEB 21 2013 City of Tukwila UU1LDING DIVISION TIMELY PRE—FINISHED KNOCKDOWN FRAME TA08 STEEL CASING I‘Cii BYPASS DOOR JAMB 6 oLI-1_13" �J3" RECEIVED CITY OF TUKWILA FEB 1.3 2013 PERMIT CENTER CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 11111 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 Professional se 1I4ENRY A. WEAVER STATE OF WASHINGTON No. Issue Description Date PERMIT SET 01.07.13 AS, PERMIT COMMENTS 02.11.13 Drawn by: PG Reviewed by: Project No: # 12-072-00 HW DOOR SCHEDULE / SIDELIGHT SCHEDULE / FLOOR TRANSITIONS Original drawing is 24" x 36". Scale entities accordingly if reduced A.9.0 ATTACHMENT TO MEZZANINE JOIST, BLOCKING PER STRUCTURAL PROVIDE SAME WALL CONNECTION SUPPORT AT EXISTING ROOF FRAMING SUSPENDED CEIUNG AS SCHEDULED WHERE OCCURS R-23 BATT INSULATION W/ VAPOR RETARDER AT CONDITIONED SIDE OF PARTITION, TYPICAL SEE WALL SECTIONS FOR ALTERNATE INSULATION VALUES 2"x6" WOOD 0 24" O.C. EXISTING TILT -UP CONCRETE WALL PRESSURE TREATED SILL PLATE W/ 1/2" EXPANSION BOLT 0 32" O.C. AT CONCRETE SLAB, SEE STRUCTURAL DRAWINGS FOR ATTACHMENT TO MEZZANINE LEVEL BASED AND FLOOR FINISH PER SCHEDULE SEALANT PARTITION TYPE 40 0�1— 3L 6" 12" 3" = 1'-0" PARTITION TYPE 30 ATTACHMENT TO MEZZANINE JOIST, BLOCKING PER STRUCTURAL SUSPENDED CEIUNG AS SCHEDULED WHERE OCCURS 2"x4" WOOD 0 16" O.C. PROVIDE ACCOUST1C BATT INSULATION IN EACH STUD CAVITY PRESSURE TREATED SILL PLATE W/ 1/2" EXPANSION BOLT 0 32" O.C. AT CONCRETE SLAB, SEE STRUCTURAL DRAWINGS FOR ATTACHMENT TO MEZZANINE LEVEL BASED AND FLOOR FINISH PER SCHEDULE SEALANT FL--E3L I" 12" 3" = 1'-0" 44-i1-13" A.F.F. A.F.F. PROVIDE 1 x 8 PAINTED WOOD CAP TO MATCH WALL J -BEAD, FINISH AND PAINT TO MATCH WALL 5/8" TYPE "X" GYP SHEATHING PER STRUCTURAL PARTITION AND MEZZANINE FRAMING PER STRUCTURAL PARTIAL HEIGHT PARTITION GUARDRAIL PIAN. PARTITION TYPE 60 ROXUL COMFORTBATT R-28 BATT INSULATION W/ VAPOR RETARDER AT OONDIiIONED SIDE OF PARTITION FRAMING PER STRUCTURAL DRAWINGS 12" 3" = 1'—a" ACOUSTIC BATT INSULATION 2x6" WOOD 0 16" O.C. 5/8" TYPE "X" GYPSUM BOARD PRESSURE TREATED SILL PLATE W/ 1/2" EXPANSION BOLT 0 32" O.C. AT CONCRETE SLAB, SEE STRUCTURAL DRAWINGS FOR ATTACHMENT TO MEZZANINE LEVEL BASE AND FLOOR FINISH PER SCHEDULE SEALANT PARTITION TYPE 20 3" = 1'-0" 14'-8. AF.F. 1f_2" A.F.F. EM PARTIAL HEIGHT PROVIDE 1 x 8 STAINED WOOD CAP TO MATCH DOOR FINISH J -BEAD, FINISH AND PAINT TO MATCH WALL 5/8" TYPE "X" GYP SHEATHING PER STRUCTURAL BASE AND FLOOR FINISH WHERE SCHEDULED 5/8" TYPE "X" GYP PARTITION AND MEZZANINE FRAMING PER STRUCTURAL PARTITION GUARDRAIL SHEATHING PER STRUCTURAL WHERE INDICATED 2X6 FRAMING PER STRUCTURAL DRAWINGS PARTITION TYPE 50 ROXUL COMFORTBATT R-23 BATT INSULATION W/ VAPOR RETARDER AT CONDITIONED SIDE OF PARTITION, OR APPROVED EQUAL 0 3" IDE _� J 3" = 1'-0" 12" ATTACHMENT TO MEZZANINE JOIST, BLOCKING PER STRUCTURAL PROVIDE SAME WALL CONNECTION SUPPORT AT EXISTING ROOF FRAMING rSUSPENDED CEILING AS SCHEDULED WHERE OCCURS ACOUSTIC BATT INSULATION 5/8" TYPE "X" GYPSUM BOARD PARTITION TYPE: 10A: 2"X4" WOOD 0 24" 0.C. 10B: 2"X6" WOOD 0 24' 0.C. PRESSURE TREATED SILL PLATE W/ 1/2" EXPANSION BOLT 0 32" O.C. AT CONCRETE SLAB, SEE STRUCTURAL DRAWINGS FOR ATTACHMENT TO MEZZANINE LEVEL BASE AND FLOOR FINISH PER SC E C E I VE D i OF TUKWILA FEB 1, 3 2013 SEALANT PERMIT CENTER PARTITION TYPE 10 6" 12" 3" = 1'-0" 01L1 CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE,' WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 REVIEWED FOR CODE COMPLI►NCE APPROVEb FEB 21 2013 City of Tukwila BUILDING DIVISION Professional seal No. Issue Description Date PERMIT SET 01.07.13 ® PERMIT COMMENTS 02.11.13 Drawn by: PG Reviewed by: Project No: # 12-072-00 HW PARTITION TYPES / FRAMING DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced A.9.1 I/2 GRID SPACING MAX. ADDITIONAL CROSS RUNNERS P. TO BRACE WIRES... WHERE 2' X 2' GRID OCCURS CROSS RUNNERS AT 24" O.C. Vt5 r IXED SIDE RUNNERS 4'-0' O.C. GA. VERT. ICER „WIRES 4 TOP O.C. " MAX FIN CM HEIGHT 3/4" CLR. MAX OR 1/4 LENGTH OF CHAN1.L.L. FREE SIDES RESTING 4 DIAGONAL BRACE ON 2" CLOSURE ANGLE WIRES ON 8' X 12' GRID NOTES: (AS REQ'D BY I.B.C. ASTM C 635 — 636 ELEVATION 1. CEILING AREAS EXCEEDING 2,500 SF REQUIRES A BREAK VIA SEISMIC JOINT OR PARTITION. 2. VERTICAL STRUT: A STRUT FASTENDED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. THE STRUT MAY BE STEEL STUD, BLACK IRON, EMT OR OTHER APPROVED EQUAL. (GOOD FOR UP TO 4'-0" HIGHTHE STRUTS SHALL BE PLACED IN 12'-0" X 12'-0" GRID WITH THE FIRST POINT WITHIN 6'-0" FROM EACH WALL. APC SEISMIC GRID SUSPENSION DIAG NO SCALE // 4 TIGHT TURNS ACHOR AND ADHERE BLOCKING TO EXISTING MEZZANINE ANCHOR TO BLOCKING W/ 1/4"x1 1/2 SDS SCREW // 44' SPLAYED SEISMIC BRACE WIRE STL. STRAP 1" WIDE X 2" LONG X 12 GA. (MIN.) 2" X 6" BLOCKING CLG. CLIP 3/4"X 13 GA. VERTICAL i MAX. HANGER WIRE • (E) S EISMIC BRACE WIRE 0 MEZZANINE OLF111.5„ 3 16" DIAGONAL BRACE TO STRUCTURE ABOVE PARTITION AS SCHEDULED — MAIN RUNNER T—BAR A TWO ADJACENT FREE ENDS HANGER WIRE HEAVY DUTY ACOUSTICAL PANEL CLG WALL ANGLE SEE APC SEISMIC GRID SUSPENSION SYSTEM DIAGRAM FOR MORE INFO. APC WALL CONNECTION AT FREE END J 6 �1 0 3” 12 GA. BRACING WIRE WITH MINIMUM 4 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE—TYP. 12 GA. VERTICAL HANGER WIRE AT 4'-0" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE SEISMIC COMPRESSION STRUT A CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING . WIRES TO CROSS RUNNERS APC SEISMIC BRACING DIAGRAM 0 [_j1j 1 ' 2' DIAGONAL BRACE TO STRUCTURE ABOVE 14' PARTITION AS SCHEDULED MAIN RUNNER - T—BAR A TWO ADJACENT FIXED ENDS HANGER WIRE HEAVY DUTY ACOUSTICAL—' PANEL CLG WALL ANGLE SEE APC SEISMIC GRID SUSPENSION SYSTEM DIAGRAM FOR MORE INFO. APC WALL CONNECTION AT FIXED END 0 LI" 3" 6" 11' EXISTING MEZZANINE SHEATHING AND STRUCTURE ACOUSTIC PANEL CEILING ANCHOR AND ADHERE BLOCKING TO MEZZANINE DECKING 2" X 4" BLOCKING ANCHOR TO BLOCKING W/ 1/4"x1 1 /2 SDS SCREW 2 1/2"X16 GA. TRACK WITH L/R RATIO OF LESS THAN 200 MAX. ATTACH STRUT TO MAIN RUNNER WITH 1/4" MACHINE BOLT MAIN RUNNER APC — SEISMIC COMPRESSION STRUT 0 LF-Li3" 6" 11' GREATER THAN 4'-0" MEZZANINE OR ROOF STRUCTURE DUCT OR OTHER OBSTRUCTION 8 GA. SUSPENSION WIRE —MIN. PAIR OF BACK TO BACK 1 1/4" C.R. CHANNELS SIZE PER LOAD & SPAN 8 GA. DIA. WIRE (TYP.) :111111lllit11n11111111111 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 11111111111111111111111111111110. MAIN RUNNER 4'-0' ❑.C, (TYP,) APC - TRAPEZE @ DUCT / OBSTRUCTION G � O�J6 1 12' DIAGONAL BRACE TO STRUCTURE ABOVE HANGER STUDS 5/8" GYP. BD. HIGH CEILING WHERE OCCURS MAIN RUNNER T—BAR EXTRUDED METAL TRIM 7/8"X5/8" REVEAL SEE APC SEISMIC GRID SUSPENSION SYSTEM DIAGRAM FOR MORE INFO. APC—GYP BD TRANSITION W/REVEAL TRIM 111 HANGER V HANGER � WIRE L 1 1 1+ /4" ACOUSTICAL PANEL CLG 011-113" 6" 11' \` 9'1 \ 1 //V.' 2'-0" • , 1 / 3/41 I I o I N '/ i:11 I W x . x _ La.,` S E I IC - . , 1 , 1 , H , • ca W W AT ElEQ. . , 1 , I , 1 , 12 • 1 I -LIGHT o - HAI eN -- , x EQ. EQ. - AT MA) PLAN ' Vt5 r IXED SIDE RUNNERS 4'-0' O.C. GA. VERT. ICER „WIRES 4 TOP O.C. " MAX FIN CM HEIGHT 3/4" CLR. MAX OR 1/4 LENGTH OF CHAN1.L.L. FREE SIDES RESTING 4 DIAGONAL BRACE ON 2" CLOSURE ANGLE WIRES ON 8' X 12' GRID NOTES: (AS REQ'D BY I.B.C. ASTM C 635 — 636 ELEVATION 1. CEILING AREAS EXCEEDING 2,500 SF REQUIRES A BREAK VIA SEISMIC JOINT OR PARTITION. 2. VERTICAL STRUT: A STRUT FASTENDED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. THE STRUT MAY BE STEEL STUD, BLACK IRON, EMT OR OTHER APPROVED EQUAL. (GOOD FOR UP TO 4'-0" HIGHTHE STRUTS SHALL BE PLACED IN 12'-0" X 12'-0" GRID WITH THE FIRST POINT WITHIN 6'-0" FROM EACH WALL. APC SEISMIC GRID SUSPENSION DIAG NO SCALE // 4 TIGHT TURNS ACHOR AND ADHERE BLOCKING TO EXISTING MEZZANINE ANCHOR TO BLOCKING W/ 1/4"x1 1/2 SDS SCREW // 44' SPLAYED SEISMIC BRACE WIRE STL. STRAP 1" WIDE X 2" LONG X 12 GA. (MIN.) 2" X 6" BLOCKING CLG. CLIP 3/4"X 13 GA. VERTICAL i MAX. HANGER WIRE • (E) S EISMIC BRACE WIRE 0 MEZZANINE OLF111.5„ 3 16" DIAGONAL BRACE TO STRUCTURE ABOVE PARTITION AS SCHEDULED — MAIN RUNNER T—BAR A TWO ADJACENT FREE ENDS HANGER WIRE HEAVY DUTY ACOUSTICAL PANEL CLG WALL ANGLE SEE APC SEISMIC GRID SUSPENSION SYSTEM DIAGRAM FOR MORE INFO. APC WALL CONNECTION AT FREE END J 6 �1 0 3” 12 GA. BRACING WIRE WITH MINIMUM 4 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE—TYP. 12 GA. VERTICAL HANGER WIRE AT 4'-0" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE SEISMIC COMPRESSION STRUT A CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING . WIRES TO CROSS RUNNERS APC SEISMIC BRACING DIAGRAM 0 [_j1j 1 ' 2' DIAGONAL BRACE TO STRUCTURE ABOVE 14' PARTITION AS SCHEDULED MAIN RUNNER - T—BAR A TWO ADJACENT FIXED ENDS HANGER WIRE HEAVY DUTY ACOUSTICAL—' PANEL CLG WALL ANGLE SEE APC SEISMIC GRID SUSPENSION SYSTEM DIAGRAM FOR MORE INFO. APC WALL CONNECTION AT FIXED END 0 LI" 3" 6" 11' EXISTING MEZZANINE SHEATHING AND STRUCTURE ACOUSTIC PANEL CEILING ANCHOR AND ADHERE BLOCKING TO MEZZANINE DECKING 2" X 4" BLOCKING ANCHOR TO BLOCKING W/ 1/4"x1 1 /2 SDS SCREW 2 1/2"X16 GA. TRACK WITH L/R RATIO OF LESS THAN 200 MAX. ATTACH STRUT TO MAIN RUNNER WITH 1/4" MACHINE BOLT MAIN RUNNER APC — SEISMIC COMPRESSION STRUT 0 LF-Li3" 6" 11' GREATER THAN 4'-0" MEZZANINE OR ROOF STRUCTURE DUCT OR OTHER OBSTRUCTION 8 GA. SUSPENSION WIRE —MIN. PAIR OF BACK TO BACK 1 1/4" C.R. CHANNELS SIZE PER LOAD & SPAN 8 GA. DIA. WIRE (TYP.) :111111lllit11n11111111111 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 11111111111111111111111111111110. MAIN RUNNER 4'-0' ❑.C, (TYP,) APC - TRAPEZE @ DUCT / OBSTRUCTION G � O�J6 1 12' DIAGONAL BRACE TO STRUCTURE ABOVE HANGER STUDS 5/8" GYP. BD. HIGH CEILING WHERE OCCURS MAIN RUNNER T—BAR EXTRUDED METAL TRIM 7/8"X5/8" REVEAL SEE APC SEISMIC GRID SUSPENSION SYSTEM DIAGRAM FOR MORE INFO. APC—GYP BD TRANSITION W/REVEAL TRIM 111 HANGER V HANGER � WIRE L 1 1 1+ /4" ACOUSTICAL PANEL CLG 011-113" 6" 11' PRINKLERS, MOKE DETECTORS, C. VAC 12"X12" ACOUS PNL CLG ELEMENTS DIAG 0 ni2' 4' '1111111118 y ISM DIAGONAL BRACE TO STRUCTURE ABOVE HANGER STUDS 5/8" GYP. BD. REVIEWED FOR CODE COMPLL NCE APPROVED► FEB 2 1 2013 City of Tukwila BUILDING DIVISION HIGH CEILING WHERE OCCURS MAIN RUNNER T—BAR A TWO ADJACENT FREE ENDS 3/4 HANGER WIRE III 11111U IIIIi111IIl1)1( III WALL ANGLE jr 2 � EC� �wA 1JAN 0 8.2013 PERMIT CEIrri \--ACOUSTICAL PANEL CLG SEE APC SEISMIC GRID SUSPENSION SYSTEM DIAGRAM FOR MORE INFO. GYP BD CLG — APC OFFSET TRANSITION 011 -Lir 1' CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 IILxL'LJi ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 HENRY A,. WEAVER STATS OF WASHINGTON No. Issue Description Date PERMIT SET 01.07.13 Drawn by: PG Reviewed by: Project No: # 12-072-00 HW CEILING DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced A.9.2 2'-0" EQ. EQ/ / o I N '/ i:11 W -`i La.,` S E IC - H ca W W ElEQ. EQ. n -LIGHT o a La EQ. EQ. i PRINKLERS, MOKE DETECTORS, C. VAC 12"X12" ACOUS PNL CLG ELEMENTS DIAG 0 ni2' 4' '1111111118 y ISM DIAGONAL BRACE TO STRUCTURE ABOVE HANGER STUDS 5/8" GYP. BD. REVIEWED FOR CODE COMPLL NCE APPROVED► FEB 2 1 2013 City of Tukwila BUILDING DIVISION HIGH CEILING WHERE OCCURS MAIN RUNNER T—BAR A TWO ADJACENT FREE ENDS 3/4 HANGER WIRE III 11111U IIIIi111IIl1)1( III WALL ANGLE jr 2 � EC� �wA 1JAN 0 8.2013 PERMIT CEIrri \--ACOUSTICAL PANEL CLG SEE APC SEISMIC GRID SUSPENSION SYSTEM DIAGRAM FOR MORE INFO. GYP BD CLG — APC OFFSET TRANSITION 011 -Lir 1' CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 IILxL'LJi ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 HENRY A,. WEAVER STATS OF WASHINGTON No. Issue Description Date PERMIT SET 01.07.13 Drawn by: PG Reviewed by: Project No: # 12-072-00 HW CEILING DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced A.9.2 0 W g W 1- 0 a (-1 1/2" CLR. HANDRAIL DETAIL O�J3" 6" 1 1/2" O.D. STAINLESS SiU:L TUBE HANDRAIL TYP. 70A STL STAMPED WALL RAIL BRACKET (CONNECTION TO RAIL PER MFR.) 4"-0" O.C. MAX., SEE ELEVATIONS 3/8x3 TOGGLE BOLT OR 3/8" LAG SCREW 2x8" BLOCKING 3" = 1'-0" EXISTING TILT UP CONCRETE PANEL 5/8" TYPE 'X' GYPSUM BOARD INSULATION PER PARTITION TYPES AND SECTIONS 2X6" FRAMING PER , ' PARTITION TYPE CAULK EXISTING WINDOW FRAME `) © EXISTING WINDOW JAMBo3 6" b�3-o�ti 1' 3" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVE FEB 21 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 1. 3 2013 PERMIT CENTER INSULATION PER PARTITION TYPES AND SECTIONS EXISTING WINDOW HEAD IC EXISTING WINDOW 3" = 1'-0" EXISTING WINDOW 5/8" TYPE 'X' GWB, FACE TO AIJGN W/ ADJACENT FURRED PARII11ON BATT INSULATION PER SECTION EXISTING CONCRETE WALL EXISTING WINDOW SILL H 011---u3 SET METAL SHAPE IN NEW SEALANT If 3» = 1'-0„ EXISTING TILT UP CONCRETE PANEL BREW( METAL SHAPE W/ PAINT FINISH TO MATCH ADJACENT PARTITION EXISTING GLAZING FURRED PARTITION AT MULLION 0H-1_ 3" 6" 11' 2"X6" FRAMING PER PARI1TTON TYPE 5/8" TYPE X GWB INSULATION PER PARTITION TYPES AND SECTIONS 3" = 1'-0» CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 Professional seal REGISTERED ARC ITECT St4IE OF WASHINGTON il3 No. Issue Description Date PERMIT SET 01.07.13 PERMIT COMMENTS 02.11.13 Drawn by: PG Reviewed by: Project No: # 12-072-00 HW MISC. DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced A.9.3 0) MIRROR 2'-1" SOUD SURFACE COUNTER WITH INTEGRAL APRON OVER 3/4" PLYWOOD SUBSTRATE 8"MIN KNEE CLEARANCE PLUMBING BOOT AS REQ'D 1'-7" MAX DEPTH CONTINUOUS PRESSURE TREATED WOOD BLOCKING AT COUNTER PERIMETER ACCESSIBLE RESTROOM SINK 0[ I11 6" 12" 124" PLAN �i�i I MN 14 SECTION [DOUBLE STUDS - f - 3'-4" MAX BOTTOM OF MIRROR PRESSURE TREATED WOOD BLOCKING PRESSURE TREATED 2X4 COUNTERTOP SUPPORT PRESSURE TREATED 2X4 COUNTERTOP SUPPORT PRESSURE TREATED WOOD BLOCKING ACCESSIBLE RESTROOM SUPPORT LINE OF CEILING 1/8" SHADOW UNE 0 CEILING PLASTIC LAMINATE DOORS. SEE ELEVATIONS AND FINISH PLAN MELAMINE CABINET INTERIOR 3/4" ADJ. SHELVES W/ MELAMINE FINISH. PROVIDE 1" SHELVES IF OVER 36" IN WIDTH. 4" WIRE PULL W/ S.S. FINISH MILLWORK SECTION CO UPPER CABINET 0H—Li 6" EQ. EQ. O 0 6 • O O O O 0 o o O o o O O 0 12" 124" O o o o O o o o o 1 O 0 o 0 o o o O o o X� 1" ADJ. SHELVES W/ LAMINATE FINISH FINISH FLOOR UNE SEE ELVATIONS BASE PER SCHED. ADJUSTABLE SHELF DETAIL 0:0 0��6ff 12" 124" SEE ELEVATIONS 1'-2" UNE OF CEILING EQ. EQ. 0 0 EQ, O EQ, 0 O O O O 0 O O -1 O O 0 0 O 0 O 0 0 O • O O t. 1' - 2" LINE OF CEILING 1/8" SHADOW UNE 0 CEILING PLASTIC LAMINATE DOORS. SEE ELEVATIONS AND FINISH PLAN MELAMINE CABINET INTERIOR 3/4" ADJ. SHELVES W/ MELAMINE FINISH. PROVIDE 1" SHELVES IF OVER 36" IN WIDTH. 4" WIRE PULL W/ S.S. FINISH MILLWORK SECTION CO UPPER CABINET 0H—Li 6" EQ. EQ. O 0 6 • O O O O 0 o o O o o O O 0 12" 124" O o o o O o o o o 1 O 0 o 0 o o o O o o X� 1" ADJ. SHELVES W/ LAMINATE FINISH FINISH FLOOR UNE SEE ELVATIONS BASE PER SCHED. ADJUSTABLE SHELF DETAIL 0:0 0��6ff 12" 124" SEE ELEVATIONS 1'-2" UNE OF CEILING PLASTIC LAMINATE DOORS. SEE ELEVATIONS AND FINISH PLAN MELAMINE CABINET INTERIOR 3/4" ADJ. SHELVES W/ MELAMINE FINISH. PROVIDE 1" SHELVES IF OVER 36" IN WIDTH. 4" WIRE PULL W/ S.S. FINISH SEE ELEVATIONS MILLWORK SECTION 0 UPPER CABINET 0 L_1 -1J 6" (12" 124" 2'-1" SEE ELEVATIONS 1 6" MAX. / SCRIBE TO WALL CONTERTOP FINISH PER FINISH SCHEDULE SOLID PANEL AT SINK 4" WIRE PULL W/ S.S. FINISH N d PROVIDE ADA COMPUANT SINK & FAUCET. CABINET DOOR ON CONCEALED HINGES, P -LAM FINISH BOTH SIDES i, PLUMBING BOOT AS REQ'D BASE AS SCHEDULED, TURN INSIDE 0 CABINET OPENING, TYP. FINISH FLOOR, RUN TO REAR OF CABINET OPINING INTEGRAL BASE (PART OF DOOR) 1'-2" SEE ELEVATIONS O 0 O 0 o 0 o O o o o o 1/8" SHADOW UNE 0 CEILING PLASTIC LAMINATE DOORS ADJ. SHELVES W/ MELAMINE FINISH 4" WIRE PULL W/ S.S. FINISH N 1'-6" MICROWAVE FURNISHED BY TENANT 2" RADIUS AT CORNERS ter' z 0 LLI Cal Lai SOLID END PANELS W/ PLASTIC LAMINATE FINISH WHERE END OF CABINETS EXPOSED, TYP. 0----1) MILLWORK SECTION — UPPER CAB. W/ MICRO. O 1-1—H6ff 12" 124" 2'-1" xi If 1. .1 a PROVIDE 4" BACKSPLASH PER ELEVATION SCRIBE TO WALL CONTERTOP FINISH PER FINISH SCHEDULE o 0 o O o 0 O O O 0 O O O O O I>< PROVIDE 51 SOLID PANEL WHEN SINK PROVIDED ADJ. SHELVES W/ WHITE MELAMINE FINISH W W N BASE PER SCHED. FINISH FLOOR UNE MILLWORK SECTION —ACCESSIBLE SINK TYPICAL CABINET SECTION 0 � j 6" 112" f 24" REVIEWED FOR CQDE COMPLIANCE 4 ` APPROVE n FEB 21 2013 City of Tukwila BUILDING DIVISION o[J J6" �l 1,_0" 1'-8" 24" COAT ROD AND SHELF DETAIL 3/4" PLYWOOD SHELF W/ LAMINATE FINISH 1 1/16" 0.0. POLE W/ ESCUTCHEON 0 EACH END FACE OF WALL PROVIDE WALL BLOCKING BACK AND END PARTITIONS CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 Professional seal RV d, WEAVER ATE OF WASHINGTON No. Issue Description Date PERMIT SET 01.07.13 RECEIVED t`r v'OFTt1WW!LA JAN 0 8 20131 HERMIT CENTER Drawn by: PG Reviewed by: HW Project No: # 12-072-00 MILLWORK DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced A.9.4 EQ. EQ. 0 0 O O 0 0 O O O , 0 0 O O O 0 0 • O O 0 0 O O PLASTIC LAMINATE DOORS. SEE ELEVATIONS AND FINISH PLAN MELAMINE CABINET INTERIOR 3/4" ADJ. SHELVES W/ MELAMINE FINISH. PROVIDE 1" SHELVES IF OVER 36" IN WIDTH. 4" WIRE PULL W/ S.S. FINISH SEE ELEVATIONS MILLWORK SECTION 0 UPPER CABINET 0 L_1 -1J 6" (12" 124" 2'-1" SEE ELEVATIONS 1 6" MAX. / SCRIBE TO WALL CONTERTOP FINISH PER FINISH SCHEDULE SOLID PANEL AT SINK 4" WIRE PULL W/ S.S. FINISH N d PROVIDE ADA COMPUANT SINK & FAUCET. CABINET DOOR ON CONCEALED HINGES, P -LAM FINISH BOTH SIDES i, PLUMBING BOOT AS REQ'D BASE AS SCHEDULED, TURN INSIDE 0 CABINET OPENING, TYP. FINISH FLOOR, RUN TO REAR OF CABINET OPINING INTEGRAL BASE (PART OF DOOR) 1'-2" SEE ELEVATIONS O 0 O 0 o 0 o O o o o o 1/8" SHADOW UNE 0 CEILING PLASTIC LAMINATE DOORS ADJ. SHELVES W/ MELAMINE FINISH 4" WIRE PULL W/ S.S. FINISH N 1'-6" MICROWAVE FURNISHED BY TENANT 2" RADIUS AT CORNERS ter' z 0 LLI Cal Lai SOLID END PANELS W/ PLASTIC LAMINATE FINISH WHERE END OF CABINETS EXPOSED, TYP. 0----1) MILLWORK SECTION — UPPER CAB. W/ MICRO. O 1-1—H6ff 12" 124" 2'-1" xi If 1. .1 a PROVIDE 4" BACKSPLASH PER ELEVATION SCRIBE TO WALL CONTERTOP FINISH PER FINISH SCHEDULE o 0 o O o 0 O O O 0 O O O O O I>< PROVIDE 51 SOLID PANEL WHEN SINK PROVIDED ADJ. SHELVES W/ WHITE MELAMINE FINISH W W N BASE PER SCHED. FINISH FLOOR UNE MILLWORK SECTION —ACCESSIBLE SINK TYPICAL CABINET SECTION 0 � j 6" 112" f 24" REVIEWED FOR CQDE COMPLIANCE 4 ` APPROVE n FEB 21 2013 City of Tukwila BUILDING DIVISION o[J J6" �l 1,_0" 1'-8" 24" COAT ROD AND SHELF DETAIL 3/4" PLYWOOD SHELF W/ LAMINATE FINISH 1 1/16" 0.0. POLE W/ ESCUTCHEON 0 EACH END FACE OF WALL PROVIDE WALL BLOCKING BACK AND END PARTITIONS CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 Professional seal RV d, WEAVER ATE OF WASHINGTON No. Issue Description Date PERMIT SET 01.07.13 RECEIVED t`r v'OFTt1WW!LA JAN 0 8 20131 HERMIT CENTER Drawn by: PG Reviewed by: HW Project No: # 12-072-00 MILLWORK DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced A.9.4 Plotted.: Fri, 02/08/2013 8:22 am Cj N CRITERIA ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE 200q EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), 2. DESIGN LOADING CRITERIA ROOF SNOW LOAD 25 P5F FLOOR LIVE LOAD (LIGHT STORAGE) 125 P5F STAIR AND EXIT LIVE LOAD . 100 P5F GUARDRAILS/BALCONY RAILS (EXIT FACILITY) 50 PLF OR 200 LBS. MECHANICAL UNITS . WEIGHTS FURNISHED BY MANUFACTURER EARTHQUAKE ANALYSIS PROCEDURE: IBC "EQUIVALENT LATERAL FORGE PROCEDURE" SEISMIC DESIGN CATEGORY (SDG) = D OCCUPANCY CATEGORY = 11 SEISMIC SITE CLASS =12 IMPORTANCE FACTOR Ie = 1.0 MAPPED MGE 5s = 1.48; Si = 0.51 DESIGN ACCELERATION Sds = O.qq; 5dI = 0.51 SEISMIC RESISTING SYSTEM: SPECIAL REINFORCED CONCRETE SHEAR WALL, R = 5.0 MEZZANINE SEISMIC BASE SHEAR Vs = Ig K SEE PLANS FOR ADDITIONAL LOADING CRITERIA. POST ALL COMMERCIAL OR INDUSTRIAL LIVE LOADS OVER 50 P5F PER IBC SECTION 106. LATERAL LOADS ARE TRANSFERRED BY THE ROOF AND FLOOR DIAPHRAGMS TO THE SHEAR WALLS. FORCES ARE BASED ON THE TRIBUTARY AREA FOR EACH SHEAR WALL AND ARE CARRIED BY THE SHEAR WALLS TO THE FOUNDATION. 4. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARGHITEGT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED A5 GUIDELINES ONLY AND MUST BE VERIFIED. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. S. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. q. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARGHITEGT AND THE STRUCTURAL ENGINEER. WHERE INFORMATION ON THE DRAWINGS 15 IN CONFLICT WITH THE SPECIFICATIONS, THE MORE STRINGENT SHALL APPLY. DO NOT SCALE THE DRAWINGS. 10. ALL STRUCTURAL SYSTEMS WHICH ARE COMPOSED OF FIELD ERECTED COMPONENTS SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. II. SHOP DRAWINGS: FOR STRUCTURAL STEEL, AND PLYWOOD WEB JOISTS SHALL BE SUBMITTED TO THE ARGHITEGT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. 12. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE DOPY; REPRODUCIBLE WILL BE MARKED AND RETURNED. IS. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR 15 TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL 15 INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPEGIF , ATIONS SHALL CONTROL AND SHALL BE FOLLOWED. 14. SPECIAL INSPECTION: CONCRETE GON5TRUCTION TRUCTURAL STEEL FABRICATION AND ERECTION (INCLUDING FIELD WEL FIELD BOLTING), EXPANSION BOLTS, SCREW ANCHORS, AND EPDXY GROUTED INSTALLATIONS SHALL BE SUPERVISED IN ACCORDANCE WITH IBC SECTION 1104 AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARGHITEGT. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE ARGHITEGT, STRUCTURAL ENGINEER, CONTRACTOR AND BUILDING OFFICIAL. ANY MATERIALS WHICH FAIL TO MEET PROJECT SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARGHITEGT. &E-OTECHNIGAL 15. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE 15 ASSUMED BASED ON THE 2005 PERMITTED DRAWINGS AND THEREFORE MUST BE VERIFIED IN THE FIELD. IF 50IL5 ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED UNDER COLUMNS OR WALLS ABOVE. ALLOWABLE SOIL PRESSURE 2,000 P5F GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) CONCRETE 16. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC. SECTION 1505 AND AGI 301. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f'c = 3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF GEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS (BEFORE THE ADDITION OF ADMIXTURES). THE WATER/GEMENT RATIO SHALL NOT EXCEED 0.55 FOR FOOTINGS AND 0.45 FOR ALL SLABS AND EXPOSED CONCRETE UNLE55 OTHERWISE NOTED. THE MINIMUM AMOUNT OF GEMENT AND THE MAXIMUM SLUMP MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, GEMENTITIOUS MATERIAL, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES A5 WELL A5 THE WATER GEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH IBC SECTION Ic105.3. CHEMICAL ADMIXTURES AND FLY ASH SHALL CONFORM TO ASTM G4g4 AND G6I8 RESPECTIVELY. FLY ASH PERCENTAGE OF TOTAL GEMENTITIOUS MATERIAL SHALL NOT EXCEED 20%. THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE PAID BY THE GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY TO CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. 11. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT 5I), GRADE 60, fy = 60,000 PSI. AND SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH AGI 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 60 BAR DIAMETERS, 2'-0 MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH AGI 318, GLASS B. 18. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE A5 FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH . . . . 3" FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER . 2" SLABS AND WALLS (INTERIOR FACE) GREATER OF (BAR DIAMETER PLUS I/8") OR 3/4" I. NON -SHRINK GROUT SHALL BE NON-METALLIC CONFORMING TO ASTM G-1101 AND BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT 15 PLACED (5000 PSI MINIMUM). ANCHORAGE 20. EXPANSION BOLTS INTO CONCRETE SHALL BE "STRONG -BOLT 2 WEDGE ANCHOR", A5 MANUFACTURED BY SIMPSON STRONG -TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH I.G.G. REPORT NO. ESR -3031 INCLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. SUBSTITUTIONS PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMD UE5 REPORTS INDICATING EQUIVALENT OR GREATER LOAD GAPAGITIES. SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. 21. SCREW ANCHORS INTO CONCRETE SHALL BE "TITEN HD", A5 MANUFACTURED BY SIMPSON STRONG -TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH I.G.G. REPORT NO. ESR -21I3 INCLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. SUBSTITUTIONS PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMD UES REPORTS INDICATING EQUIVALENT OR GREATER LOAD GAPAGITIES. SPECIAL INSPECTION 15 REQUIRED FOR ALL SGREIN ANCHOR INSTALLATION. 22. DRIVE PINS, SHOT PINS AND OTHER POWDER -ACTUATED FASTENERS SHALL BE LOW VELOCITY TYPE FASTENERS A5 MANUFACTURED BY HILTI CORPORATION. WHEN GALLED FOR IN THE DRAWINGS, PROVIDE THE APPROPRIATE FASTENER AS NOTED IN THE TABLE BELOW FOR EACH GIVEN APPLICATION. INSTALL IN STRICT ACCORDANCE WITH I.G.G. REPORTS NO. ESR -226c1 FOR THE X -U FASTENERS AND ESR -231q FOR THE X -GP FASTENERS. MINIMUM EMBEDMENT IN CONCRETE SHALL BE 1" UNLESS OTHERWISE NOTED. MAINTAIN AT LEAST 3" TO NEAREST CONCRETE EDGE AND 4" CENTER TO CENTER SPACING. SUBSTITUTIONS PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMD UE5 REPORTS INDICATING EQUIVALENT OR GREATER LOAD GAPAGITIES. APPLICATION FASTENER TYPE ALLOWABLE 5HEAR ALLOWABLE TENSION CAPACITY (LBS) GAPAGITY (LBS) 2x TREATED LUMBER TO CONCRETE (2000 PSI MIN.) X -GP 12 P8 523 250 w/ 1.33" EMBED LT. GAUGE STEEL - 20 GA. X -U 21 PS 515 110 (33 MILS) MIN. - TO CONCRETE (2000 PSI MIN.) 2x LUMBER TO STRUCTURAL STEEL (3/16" MIN., A36 OR GR. 50) X -U 52 MX PLUS 250 R-23 WASHERS LT. GAUGE STEEL - 43 * 33 X -U lc' P8 TH 445 MILS (I8 $ 20 GA.) - TO STRUGT. STEEL (3/16" MIN. TO 11/16" MAX) LT. GAUGE STEEL - 11, 68 X -U I q P8 TH 120 $54MILS (12,I44I6 GA.) - TO STRUGT. STEEL (3/16" MIN. TO 11/16" MAX) 115 165 115 360 535 REVIEV'VED FOR ODE COMPIANCE R.' APPROVEb FEB 2 2013 City of Tukwila BUILDING DIVISION LT. GAUGE STEEL - ALL GA. X -U I1 P8 TH 350 315 - TO STRUGT. STEEL (3/4" AND GREATER) 23. EPDXY-GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) INTO CONCRETE SHALL BE INSTALLED USING "SET -XP" ADHESIVE ANCHOR A5 MANUFACTURED BY SIMPSON STRONG -TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH I.G.G. REPORT NO. ESR -2508, INCLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. SUBSTITUTIONS PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMD UE5 REPORTS INDICATING EQUIVALENT OR GREATER LOAD GAPAGITIES. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. RODS SHALL BE ASTM A36 UNLESS OTHERWISE NOTED. STEEL 24. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.S.C. SPECIFICATIONS AND CODES: A. AISG - STEEL CONSTRUCTION MANUAL, I3TH EDITION B. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. G. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A410 BOLTS. 25. STRUCTURAL STEEL, WIDE FLANGE ON AND WT) SHAPES SHALL CONFORM TO ASTM Agg2, Fy = 50 KSI; ALL OTHER ROLLED SHAPES SHALL CONFORM TO ASTM A36, FY = 36 KSI. STEEL PLATE SHALL CONFORM TO ASTM A56, Fy = 36 KSI. STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR 5, GRADE B, Fy = 35 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, Fy = 46 KSI. CONNECTION BOLTS SHALL CONFORM TO ASTM A325. ANCHOR BOLTS SHALL CONFORM TO ASTM FI554 GRADE 36, Fy = 36 KSI. 26. ALL A-325 CONNECTION BOLTS SHALL BE INSTALLED TO THE SNUG -TIGHT CONDITION PER AISG SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A410 BOLTS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. ALL NUTS SHALL CONFORM TO ASTM A563. ALL WASHERS SHALL CONFORM TO ASTM F436 OR ASTM FgSq TYPE 325. ALL BOLT HOLES SHALL BE STANDARD SIZE UNLE55 OTHERWISE NOTED. 21. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.G. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E10 XX ELECTRODES. ONLY PREQUALIFIED WELDS (A5 DEFINED BY A.W.S.) SHALL BE USED. SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AW5 A2.4 SYMBOLS. WELDS SHOWN ON DRAWINGS ARE MINIMUM SIZES. INCREASE WELDS SIZE TO AWS MINIMUM SIZES BASED ON PLATE THICKNESS. MINIMUM WELDING SHALL BE 3/16 -INCH. THE WELDS SHOWN ARE FOR THE FINAL CONNECTIONS. FIELD WELD ARROWS ARE SHOWN WHERE A FIELD WELD 15 REQUIRED BY THE STRUCTURAL DESIGN; THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF A WELD SHOULD BE SHOP OR FIELD WELDED IN ORDER TO FACILITATE THE STRUCTURAL STEEL DELIVERY AND ERECTION. ffXM 28. FRAMING LUMBER: 5HALL BE KILN DRIED OR MG-Iq (MOISTURE CONTENT LE55 THAN Iq%), AND GRADED AND MARKED IN CONFORMANCE WITH W.G.L.I.B. STANDARD GRADING RULES FOR WEST COAST LUMBER N0. 11. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: (2X, 3X, AND 4X MEMBERS). . HEM -FIR NO. 2 BEAMS AND STRINGERS: (INCLUDING 6 X AND LARGER MEMBERS) DOUGLAS FIR NO. 1 POSTS AND TIMBERS:. DOUGLAS FIR NO. 1 STUDS, PLATES $ MISCELLANEOUS LIGHT FRAMING: . . DOUGLAS FIR OR HEM -FIR NO. 2 2g. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM D3131 AND AITG AIgO.I STANDARDS. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. CERTIFICATES OF CONFORMANCE MUST BE MADE AVAILABLE TO BUILDING INSPECTORS. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V4, Fb = 2,400 PSI, Fv = 240 PSI, E = 1,800 KSI. ALL CANTILEVERED OR CONTINUOUS BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V8, Fb = 2,400 PSI, Fv = 240 PSI, E = 1,800 KSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 5,000' RADIUS UNLESS SHOWN OTHERWISE ON THE PLANS. 30. LAMINATED VENEER LUMBER (LVL) SHALL BE DESIGNED AND MANUFACTURED PER ASTM D5456. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, AND THE INDEPENDENT INSPECTION AGENCY'S LOGO. ALL LAMINATED VENEER LUMBER SHALL BE MANUFACTURED USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D255q WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. MINIMUM STRUCTURAL PROPERTIES ARE A5 FOLLOW5: Fb = 2600 PSI, E = 2.Ox 106 PSI, Fv = 285 PSI DESIGN SHOWN ON PLANS IS BASED ON MATERIALS MANUFACTURED BY THE WEYERHAEUSER CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARGHITEGT AND STRUCTURAL ENGINEER. 31. LAMINATED STRAND LUMBER (L5L) SHALL BE DESIGNED AND MANUFACTURED PER ASTM D5456. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, AND THE INDEPENDENT INSPECTION AGENCY'S LOGO. ALL LAMINATED STRAND LUMBER SHALL BE MANUFACTURED USING A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM 122551. MINIMUM STRUCTURAL PROPERTIES ARE A5 FOLLOWS: RIM JOISTS AND BLOCKING (1-1/4" MINIMUM THICKNESS): Fb = 1100 P5I, E = 1.3 x 106P5I, Fv = 400 PSI BEAMS AND HEADERS: STUDS: 2x4 4 2x6 > 2x6 Fb = 2325 P51, E = 1.55 x 106 PSI, Fv = 310 PSI RECEIVED CITY OF TUKWILA Fb = 1100 P5I, E = 13 x I0 6 P51, Fv = 400 P5I FEB 1. 3 2013 Fb = 2425 P5I, E = 1.6 x IO 6 PSI, Fv = 400 P5I PERMIT CENTER DESIGN SHOWN ON PLANS IS BASED ON MATERIALS MANUFACTURED BY THE WEYERHAEUSER CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. 32. PARALLEL STRAND LUMBER (PSL) SHALL BE DESIGNED AND MANUFACTURED PER ASTM 125456. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, AND THE INDEPENDENT INSPECTION AGENCY'S LOGO. ALL PARALLEL STRAND LUMBER SHALL BE MANUFACTURED USING DOUGLAS FIR STRANDS GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D255q WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. MINIMUM STRUCTURAL PROPERTIES ARE AS FOLLOWS: Fb=2100PSI,E=2.2x106P5I, Fv=210P5I DESIGN SHOWN ON PLANS 15 BASED ON MATERIALS MANUFACTURED BY THE WEYERHAEUSER CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARGHITEGT AND STRUCTURAL ENGINEER. CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 11111111 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 6.!! QUANTUM 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 CONSULTING ENGINEERS WWW:t11:0141.MCe.COM 32983 Professional seal No. Issue Description Date PERMIT SUBMITTAL 01/08/13 A PERMIT COMMENTS 02/11/13 Drawn by: SC Project No: 12276.01 Reviewed by: SHT GENERAL STRUCTURAL NOTES Original drawing is 24" x 36". Scale entities accordingly if reduced S 1 .0 33. WOOD I -JOISTS DESIGN SHOWN ON PLANS 15 BASED ON JOISTS MANUFACTURED BY THE WEYERHAEUSER CORPORATION. ALTERNATE I -JOIST MANUFACTURERS MAY BE USED SUBJECT TO REVIEW_ AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE I.G.G. OR IAPMO UE5 APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH WOOD JOIST PROVIDED. GLUE FLOOR JOISTS TO SHEATHING AS REQUIRED BY THE JOIST MANUFACTURER. 34. WOOD SHEATHING SHALL BE APA RATED, EXTERIOR GLUE; EXPOSURE I, IN CONFORMANCE WITH THE REQUIREMENTS FOR THEIR TYPE IN DOC P5 -I OR P5-2. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. UNLESS OTHERWISE NOTED ON THE PLANS, FLOOR SHEATHING SHALL BE LAID UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS.ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE AND GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW I/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH (2) 10d -F NAILS AT EACH END, UNLESS OTHERWISE NOTED. WHERE NOT NOTED OTHERWISE, NAIL PANEL EDGES WITH 8d NAILS @ 6" O.G. EDGES, 12" O.G. IN THE FIELD. 35. ALL WOOD BEARING ON UNPROTECTED CONCRETE OR MASONRY, EXPOSED TO WEATHER OR WITHIN 8" OF FINISHED GRADE SHALL BE PRESSURE TREATED, U.O.N. PRESSURE TREATMENT SHALL BE WITH AN APPROVED PRESERVATIVE AND BRANDED WITH A QUALITY CONTROL AGENCY MARK BY THE AMERICAN WOOD PRESERVERS BUREAU OR EQUAL. ALL METAL HARDWARE IN CONTACT WITH TREATED WOOD SHALL BE PROTECTED WITH A 6185 GALVANIZED COATING (IMAX) OR BETTER. ALL NAILS IN TREATED WOOD SHALL BE HOT -DIP GALVANIZED OR BETTER. PROVIDE 2 LAYERS OF 30# ASPHALT IMPREGNATED BUILDING PAPER BETWEEN NON -PRESSURE -TREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY: 36. TIMBER CONNECTORS GALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, A5 SPECIFIED IN THEIR CATALOG NO. C-2011. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE I.G.G. APPROVAL. FOR EQUAL OR GREATER LOAD CAPACITIES. CONNECTORS SHALL BE SIZED TO MATCH THE SIZE OF THE FRAMING MEMBERS BEING CONNECTED. PROVIDE NUMBER AND SIZE OF FASTENERS A5 SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A301. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) A5 MEMBERS CONNECTED. ALL BOLTS TIGHTENED TO SNUG TIGHT. 31. WOOD FASTENERS: A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: DRAWING ID "6d" "8d Box" "8c1" "10d -F" "10d" I6d" NAIL NAME 6c1 Common 8d Box 8d Common IOd Framer IOd Shear I6d Sinker NAIL DIAMETER 0.113" 0.113" 0.131" 0.131" 0.148" 0,148" NAIL LENGTH 2" 2-1/2" 2-1/2" 3" 2-1/4" 3-1/4" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. B. NAILS - SHEATHING FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. C. HOT DIPPED GALVANIZED NAILS, BOLTS AND METAL PLATES ALL NAILS, BOLTS AND METAL PLATES IN CONTACT WITH PRESSURE TREATED (INCLUDING FIRE -RETARDANT TREATED) LUMBER SHALL BE HOT DIPPED GALVANIZED. 38. WOOD FRAMING NOTES: THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBC. MINIMUM NAILING, UNLE55 OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304.1.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. TIGHTEN BOLTS AND LAG SCREWS SNUGLY AGAINST WOOD FRAMING AFTER WOOD HAS REACHED SPECIFIED MOISTURE CONTENT. WALL FRAMING: ALL BEARING AND 5HEAR WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2 x 6 STUDS @ 16" O.G. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL BEARING AND SHEAR WALLS AND AT EACH SIDE OF ALL OPENINGS. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. ALL BEARING STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH I6d NAILS AT S" O.G. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS WITH 3"x3"x1/4" PLATE WASHERS @ 4'-0 D.G., UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT UP POSTS SHALL BE NAILED TO EACH OTHER WITH IOd-F NAILS @ 12" O.G. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES ATTACHED TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH SCREWS AT 8" O.G. USE 1-1/4 " W #6 SCREWS FOR 1/2" GWB AND 5/8" GAB WHERE OCCURS. VERIFY THE FIRE ASSEMBLY REQUIREMENTS WHERE APPLICABLE WITH THE ARCHITECT. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. NAIL ALL MULTI JOIST BEAMS TOGETHER WITH IOd-F NAILS @ 8" O.G. STAGGERED UNLESS OTHERWISE NOTED. D. POSITIVE CONNECTIONS: PROVIDE THE FOLLOWING SIMPSON CONNECTORS AT TYPICAL FRAMING UNLESS OTHERWISE NOTED ON PLAN OR DETAIL. PROVIDE CCQ/ECCQ GAPS AND PBS BASES AT POSTS. PROVIDE BG BASE WHERE POST BEARS ON WOOD FRAMING BELOW. PROVIDE LUS SERIES HANGERS FOR 2X FLOOR AND ROOF JOISTS. CONNECTORS SHALL BE SIZED TO MATCH THE SIZE OF THE FRAMING MEMBERS BEING CONNECTED. GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) STRUCTURAL OBSERVATION A5 NOTED IN IBC SECTION 1110, STRUCTURAL OBSERVATION 15 REQUIRED FOR THIS PROJECT. STRUCTURAL OBSERVATION MEANS THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM, INCLUDING BUT NOT LIMITED TO, THE ELEMENTS AND CONNECTIONS AT SIGNIFICANT CONSTRUCTION STAGES AND THE COMPLETED STRUCTURE FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY OF THE INSPECTIONS REQUIRED BY I5C SECTIONS 110 AND 1104. IN OUR STRUCTURAL OBSERVATION, AE WILL SELECT PORTIONS OF WORK TO REVIEW CLOSELY AS WELL A5 OBSERVE THE STRUCTURAL SYSTEM FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS. SUCH REVIEW PROCEDURES WILL BE CONDUCTED IN ACCORDANCE WITH COMMONLY ACCEPTED STANDARDS OF PRACTICE. THE BUILDING OFFICIAL UNDERSTANDS THAT SUCH PROCEDURES INDICATE ACTUAL CONDITIONS ONLY WHERE THE REVIEW 15 PERFORMED AND THAT THE RESULTS WILL BE INFERRED TO EXIST IN OTHER AREAS NOT REVIEWED. THE BUILDING OFFICIAL AL50 RECOGNIZES THAT STRUCTURAL REVIEW IS A TECHNIQUE EMPLOYED TO MINIMIZE THE RISK OF PROBLEMS ARISING DURING CONSTRUCTION. STRUCTURAL OBSERVATION BY THE DESIGN PROFESSIONAL DOES NOT CONSTITUTE WARRANTY OR GUARANTEE OF ANY TYPE. IN ALL GASES, THE CONTRACTOR SHALL RETAIN RESPONSIBILITY FOR THE QUALITY OF WORK AND FOR ADHERENCE TO THE APPROVED PLANS AND SPECIFICATIONS. o REVIEWED FOR CODE COMPLIANCE r APPROVED FEB 21 2013 Y City of Tukwila BUILDING DIVISION ABBREVIATIONS A.B. ADD. ADD'L ALT. APPROX. ARCH. B.U. B/ BF BLK. BLKG. BLDG. BM. BRC. STAN. G GTOG GIP G.J. GLG. GLR. CMU GNTR. GOL. CONC. CONN. CONST. CONT. CONTR. GOORD. GP CSK. DBA. DBL. DEG. DET. DF DIA. DIAL. DIAPH. DIM. DN. DO DWG. (E) E. EA. E.F. EL. ELEV. EMBED. ENGR. EQUIP, E.W. EXP. EXT. FAB. F.B. FON. FIN. FLR. F.5. FT. FTG. GA. GALV. GL GRD. GRNP. G.W.B. HF HGR. HORIZ. H55 HT. I.D. I.F. IN. INFO. INT. JT. KSF KSI At Penny (Nails) Diameter Anchor Bolt Addendum Additional Alternate Approximate Architect Built-up Bottom of Braced Frame Block Blocking Building Beam Bearing Between Centerline Camber Center to Center Gast In Place Construction Joint or Control Joint Gelling Clear Concrete Masonry Unit Center Column Concrete Connections Construction Continuous Contractor Coordinate Complete Penetration Weld Countersink Deformed Bar Anchor Double Degree Detail Doug Fir -Larch Diameter Diagonal Diaphragm Dimension Down Ditto Drawing Existing East Each Each Face Elevation Elevator Embedment Length Engineer Equipment Each Way Expansion Exterior Fabricate Flat Bar Foundation Finish Floor Far Side Foot or Feet Footing Gauge Galvanized Glue Laminated Grade Ground Gypsum Wa I I Board Hem Fir Hanger Horizontal Hollow Structural Section Height L LIN. LL LLH LLV LONGIT. LT. WT. MAIL. MAX. M.B. MECH. MEZZ MF MFR. MIN. MISC. MK. N. N.5. NEG. NIG NO. NOM. NTS O.G. O.D. O.F. 0.H. OPNG, OPP. PAF PART. PG PERM. PERP. PL or f. PLYWD PP PREFAB. PROJ. P5F P5I P.T. P/T RAD. RD. REF. REINF. READ. REV. R.O. Angle Linear Live Load Long Leg Horizontal Long Leg Vertical Longitudinal Lightweight Material Maximum Machine Bolt Mechanical Mezzanine Moment Frame Manufacturer Minimum Miscellaneous Mark North Near Side Negative Not in Contract Number Nominal Not to Scale On Center Outside Diameter Outside Face Opposite Hand Opening Opposite Powder Actuated Fastener Partition Precast Permanent Perpendicular Plate Plywood Partial Penetration Prefabricated Project Pound per Square Foot Pound per Square Inch Post -Tensioning Pressure -Treated Radius Round Reference Reinforce or Reinforcement Required Revise Rough Opening 5. SCH. or SGHED. SECT. SHT. SIM. S0G SPEC. 5Q. SQ. FT. 50. IN. STD. STIFF. STL. 5TR. SUB. SYM. T/ TaB T$G THRU T.O.G. T.0.5. T.O.W. TRANS. TS TYP. South Schedule Section Sheet Similar Slab On Grade Specification Square Square Feet Square Inch (inches) Standard Stiffener Steel Structural Substitute Symmetrical Top of Top and Bottom Tongue $ Groove Through Top of Concrete Top of Steel Top of Wall Transverse Tube Steel Typical UON or UNO Unless Otherwise Noted VERT. Inside Diameter Inside Face W. Inch W/ or w/ Information WD Interior W.H.S. W/0 Joint WP W.T.S. Kips per Square Foot WWF Kips per Square Inch X SECT. X-5TR RECEIVED MTV Qc Tf HAM A I JAN 0 8 2013 PEfr vo Gitint r, it Vertical West With Wood Welded Headed Stud Without Work Point Welded Threaded Stud Welded Wire Fabric Cross Section Extra Strong CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 I'L L'L=1 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 QUANTUM 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 CONSULTING ENGINEERS www.quantumce.com Professional seal No. Issue Description Date PERMIT SUBMITTAL 01/08/13 Drawn by: SC Project No: 12276.01 Reviewed by: SHT GENERAL STRUCTURAL NOTES Original drawing is 24" x 36". Scale entities accordingly if reduced co c 0 Co - 20'-12" 16'-24" SCREEN PRINTING ROOM 1 11 6/53.0 I."4-61°N."*'""P"A`PrIri ARCH) (PER 10/53.0 m 2x6 MIN. @ 16" 0.C. WOOD STUD B =ARI NG WALL L A 11/53.0 T L 1'-6" FOOTING (T.O.F. EL. = -8") 11/53.0 L �l (E) "x18' FOOTING 1 12/53.0 <11/53.0 L r —I r 4/53.0 PLUMBING CHASE PER ARCH. (E) 5f" GONG. SLAB -ON -GRADE 51-0" ■■ (E) II%" GONG. WALL PANEL L L L 3/53.0 OPP. HAND u <F3.0> r I 2x8 @ 24" 0.G. LSL STUDS, TYP. AT ALL PARTITION WALLS TALLER THAN 20' __, D�h 7. 11/53.0 V (E) 8'-6" 50. x 1'-5" THICK FOOTING w/ (10) #5 EACH WAY AT BOTTOM (T.O.F. EL. _ -8") I'-6" L J 12/53.0 (E) 3'x18' FOOTING 1 5'-0" J (E) 11114" GONG. WALL PANEL +- I L_ (F3.0) (E) 5'-0" SQUARE FOOTING i s\ e STAIR STRINGERS PER 10/54.0, TYP. V"\,<,„..7\\/\ r \ \ e \ e 201-121" (E) 4'-0" SQIARE FOOTING L (EJ 'b411 GONG. WALL PANEL 0 12'-1" r f NOTE: ORIGINAL DESIGN ALLOWS FOR 200 PLF DL + 1,000 PLF LL MEZZ. LOADING ON FTG. (E) 4'-0" SQUARE FOOTING 4c), <t> FOUNDATION PLAN NOTES: I. ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL PLANS ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND MANUFACTURER'S DRAWINGS BEFORE CONSTRUCTION BEGINS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER IMMEDIATELY. 2. ALL EXISTING INFORMATION 15 A55UMED AND SHALL BE FIELD VERIFIED. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER IMMEDIATELY. 3. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS SEE SHEETS 51.0 TO 51.1. FOR TYPICAL CONCRETE FOUNDATION DETAILS SEE SHEET 53.0. 5. PROJECT TOP OF SLAB (T.0.5) ELEVATION 15 0'-O". SEE ARCHITECTURAL DRAWINGS FOR ABSOLUTE T.0.5. ELEVATION. TYPICAL TOP OF INTERIOR FOOTING ELEVATION = -I'-0" U.O.N. TYPICAL TOP OF EXTERIOR FOOTING ELEVATIONS = -I'-0" U.O.N. 6. WHERE NEW CONCRETE 15 CAST AGAINST EXISTING CONCRETE FOUNDATIONS, DRILL AND EPDXY #4 DOWELS x 3'-0" LONG TO LAP WITH THE NEW FOOTING LONGITUDINAL REINFORCING (5" MINIMUM EMBEDMENT). ALL WOOD BEARING ON UNPROTECTED CONCRETE OR MASONRY, EXPOSED TO WEATHER, OR WITHIN 8" OF FINISHED GRADE SHALL BE PRESSURE -TREATED, U.O.N. S. FOR SILL PLATE ANCHOR BOLT LAYOUT TO CONCRETE FOUNDATION WALLS AND SLABS, SEE DETAIL 1/54.0. GI. ALL BEARING AND SHEAR WALLS SHALL BE 2x6 @ 16" 0.G. U.O.N. 10. POSTS INDICATED ARE AT THIS LEVEL. ALL POSTS NOT SPECIFIED SHALL BE (2) 2x U.O.N. SOLID SAWN MEMBERS OF EQUIVALENT SIZE MAY BE SUBSTITUTED FOR BUILT-UP MEMBERS (SUCH A5 A 4x6 FOR (3) 2x4). II. 51N -x INDICATES 5HEAR WALL AT THIS LEVEL. SEE SHEAR WALL SCHEDULE 8/54.0 FOR SHEATHING, BLOCKING, NAILING, AND ANCHOR BOLT REQUIREMENTS. ALL EXTERIOR WALLS SHALL BE SHEATHED PER 51N-6 CRITERIA U.O.N. 12. HDUx INDICATES HOLDOWN TO CONCRETE FOUNDATION WALLS OR FOOTINGS. SEE 12/54.0 FOR HOLDOWN DETAIL. USE MIN. (2) 2x POST U.O.N. LEGEND: (rx.x) INDICATES SPREAD FOOTING SEE 12/53.0 FOR SCHEDULE INDICATES FOOTING INDICATES WOOD BEARING WALL OR 5HEAR WALL INDICATES (E) FOOTING INDICATES (E) CONCRETE WALL ABOVE 511-x INDICATES SHEAR WALL TYPE AT THIS LEVEL. SEE PLAN NOTE II + INDICATES WOOD BEARING WALL OR SHEAR WALL AT THIS LEVEL. SEE PLAN NOTES Q 4 11 + INDICATES NON-BEARING/ NON-5HEAR WALL AT THIS LEVEL. PER ARCH. 7 INDICATES MULTIPLE STUD POST AT THIS LEVEL. SEE PLAN NOTE 10 INDICATES HOLDOWN TYPE AT THIS LEVEL. SEE PLAN NOTE 12 FOUNDATION PLAN SCALE: 1/4" = I' -O" REVIEWED FOR CODE COMPLIANCE APPROVEb FEB 21. 2013 >A. City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 1 3 2013 PERMIT CENTER CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 L1 L'La i WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 QUANTUM 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 CONSULTING ENGINEERS www.quantumce.com Professional seal No. Issue Description Date PERMIT SUBMITTAL 01/08/13 A PERMIT COMMENTS 02/11/13 Drawn by: SC Project No: 12276.01 Reviewed by: SHT FOUNDATION PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced S2.0 Plotted: Mon, 01/07/2013 2:54 pm (E) 6/4" GONG. WALL PANEL 20'-I" 16'-2q3-" 2/54.2 5/54.2 0',4s OO O 4/54.2 14" TJI 360 @ 16"0.C. 54 2 MSTC66 HORIZ. STRAP ON TOP OF RIM (GENmR ON GRID 8) 32x18 L5L RIM MSTA24 BENT AROUND CORNER AT FLOOR LINE 4/54.2 A 1/54.2 1 3/54.2 2x12 @ 16" 0.G. 6x8 12/55 1/54.2 10/55.0 2/54.2 N X MSTC66 HORIZ. STRAP AT RIM (CENTER ON GRID G) 2/54.2 SHADED AREA - PROVIDE 2x4 FLAT BLOCKING AT ALL SUPPORTED PANEL EDGES, NAIL SHEATHING IN/ 10d -F NAILS @ 4" 0.G. EDGES, 10" 0.G. FIELD 2x10 16"0.C. 14" TJI 360 @ 16" 0.0 12/55.0 18" TJI 360 @ 16" 0.G. (E) 1114" GONG. WALL PANEL .........�.....�....1/.%'H�...�..����•'.�..�." .d'GY."%ll/.YM.,NEcx^(Xfk" n 10/54.2 6/54.2 (E) 114" GONG. BEAM PANEL w/ (2) #1 TO TOP FLANGE HANGER, TYP. 10/55.0 1 18" TJI 360 8/55.0 5/54.2 -FI 4x6 FLAT BLOCKING AT 5 -RAP 12/55.0 1 H135.50/14 HANGER w/ I0dx21 " NAILS 5!4x14 P5L 16" 0.G. C 14" TJI 360 @ 16" 0.G. 1/54.2 11/54.1 11/54.2 10/54.2 (E) 1114" GONG. WALL PANEL (E) 614" GONG. WALL PANEL 6/54.2 8/55.0 FLOOR SHEATHING PER PLAN NOTE 4 (E) 614" GONG. WALL PANEL V 8/54.2 v 4x12 GM5TI2 x 40'-0" HORIZ. STRAP OF TOP OF SHEATHING IN/ 16d NAILS @ 4" 0.G. (CENTER ON GRID 3) PER DETAIL 1/54.1 HGU55.25-S12S HANGER MEZZANINE FLOOR FRAMING PLAN SCALE: 1/4" = I'-0" 2x12 ® 16" 0.C. HGUM5.25-5125 HANGER IN/ (6) 5/6"47x4" TITEN HD ANCHORS ./ MEZZANINE FRAMING NOTES: I. ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL PLANS ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR WITH THE ARCHITECTURAL DRAWINGS BEFORE GONSTRUGTION BEGINS. ANY DISGREPANGIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER IMMEDIATELY. 2. ALL EXISTING INFORMATION 15 ASSUMED AND SHALL BE FIELD VERIFIED. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER IMMEDIATELY. 3. SEE SHEETS 51.0 AND 51.1 FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS. SEE SHEETS 54.0, 54.1 AND 54.2 FOR TYPICAL WOOD DETAILS. 4. TYPICAL FLOOR FRAMING CONSISTS OF I-1/8" APA RATED T$G SHEATHING (INDEX 48 OG), LAID FACE GRAIN PERPENDICULAR OVER TJI JOISTS PER PLAN. HANG TJI JOISTS WITH LBV TOP FLANGE HANGERS TYPICAL AT FLUSH BEAMS, U.O.N. 5. NAIL FLOOR SHEATHING TO FRAMING WITH 10d -F NAILS (0.131 "cP x 3" LONG) AT 6" 0.C. AT ALL PANELS EDGES AND IOd-F NAILS AT 12" 0.C. AT INTERMEDIATE FRAMING MEMBERS (UNBLOCKED). SEE DETAIL 6/54.0. 6. FOR TOP PLATE SPLICE SEE DETAIL 6/54.1. ALIGN A JOIST OR JOIST BLOCKING OVER THE FULL LENGTH OF ALL BEARING/SHEAR WALLS. SEE 8/54.0 FOR SPECIAL SHEAR WALL BLOCKING REQUIREMENTS. 8. TOP OF JOIST ELEVATION = 11'-0" U.O.N. TOP OF STEEL BEAM ELEV. = 10'-a" U.O.N. LEGEND: INDICATES FRAMING DIRECTION INDICATES EXTENT OF FRAMING *L.- - * INDICATES WOOD BEARING WALL OR 5HEAR WALL BELOW. SEE PLAN NOTE 1 + INDICATES NON-BEARING/ NON-5HEAR WALL AT THIS LEVEL. 6OI4 REVIEWED FOR CODE COMPLIANCE APPROV t . FEB 21.2013 • City of Tukwila BUILDING DIVISION RECEIVED env OF YUWWt1A I JAN .0 8 2013 PERMIT CEI rrEP CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 QUANTUM FAX 206.957.3901 CONSULTING ENGINEERS www.quantumce.com Professional seal No. Issue Description Date PERMIT SUBMITTAL 01/08/13 Drawn by: SC Project No: 12276.01 Reviewed by: SHT MEZZANINE FLOOR FRAMING PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced S2.1 CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 61! 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 QUANTUM FAX 206.957.3901 CONSULTING ENGINEERS www.quantumce.com Professional seal No. Issue Description Date PERMIT SUBMITTAL 01/08/13 PERMIT COMMENTS 02/11/13 Drawn by: SC Reviewed by: SHT Project No: 12276.01 TYPICAL FOUNDATION/SLAB DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced S3.0 PIPE SLEEVES NOTE: CORNER BARS TO MATCH CORNER BARS TO CROSS WALL HORIZ. MATCH HORIZ. A5 REQUIRED. FOR INFORMATION NOT NOTED SEE 12/53.0 -1‹. (4) 54"0 REINF. REINF. (ALT. HOOKS)LU < N _1 �v EL tn ~o± z 1 e a— IIS — � ALL -THREAD EPDXYR BOLTS, ROD DRILL � G. FIELD WELD STUDS AT SIM. �' A � :„;; � �t —tr--- • gr ADDITIONAL VERT. BARS CROSS WALL - 180a HOOK. HOOK MAY BE SKEWED TO MAINTAIN COVER --� *� DOUBLE H55 WL. PER PLAN BL STUD POST(E) ((E) 5/8” — — • GOL. AT SIM) 1r41 , W.T.S. @ 32" 0.C. . r• . • — 11=1- _ _ = e 1 0o in x �_ _ . \.1 •�^:. • •°.. ci II�1I 2'-O" _\_ I'_611 NOT ALLOWED BELOW THIS LINE I ►I I III� 11U UEXCAVATION II - 2'-O" LAP, TYP. NOTE:5HEAR / MIN. / ,. MIN. I SHEATHING AND SHEAR WALL EDGE NAILING PER 5HEAR WALL SCHEDULE SINGLE CURTAIN PLAN VIEW IlitAIIMM111I I I (E)FOOTING PER PLAN PLAN VIEW WALL EDGE NAILING AT EACH STUD PIPES MUST RUN PERPENDICULAR THROUGH WALL (NOT SKEWED) AND WALL END BAR ARRANGEMENT TYPICAL CORNER WALLS OR FOOTINGS AT CONCRETE WSCALE: NONE TYPICAL PIPE AND TRENCH LOCATIONS PERPENDICULAR TO FOOTING SCALE: NONE SHEAR WALL END POST TO H5S CONNECTION SCALE: 1"=1'-O" 5 HS5 COLUMN AT (E) FOOTING SCALE: NONE 4 4" LAP 1,-4 MIN. CE. COLUMN $ FOOTING H554x4 PER EMBED (E) GONG. WALL 2x6 I@ 16" 0.G. CEILING JOISTS PER PLAN PLAN 34 "x10"x0'-10" 2x6 RIM JOIST w/ `y IOd-F TOENAILS @ 8" O.G. w/#4 ®N 6" O.G. EACH AT MID -DEPTH, BASE w/ (4) PROVIDE f. "O ANCHOR BOLTS "x2/2"x2%2" MtWAY " DRILL * EPDXY INTO (E) 5.0.6. (4" EMBED) HARDENED I PLATE (E) SLAB -ON -GRADE INFILL ._;� (E) 5.0.6. PER PLAN " WASHERS, TYP. SLAB -ON -GRADE '�' TO MATCH (E) 5.0.6. DEPTH OF Aiik ►z� 2x6 LEDGER w/ �/a"� \ I �� I%2" NON -SHRINK GROUT ALL- THREAD RODS EPDXIED INTO ai'v� GWB PER 1 ARCH., TYP. < WALL ' _ •• — —MU o o — - _ — _ C — �, — WALL @ 32" O.G. 1 STUD PER 1 ARCH. (2x4 0 •°o:Yi w ' i : p°°° O• -.�•p°o Co #4 T/FTG. _ \ . \ \. ..1 .I . ��. .•....4, h• : �`•�: o • • EL. PER I I I ti I I 1 I I 11= I I I I I LUS HANGERS @ 16 0.G. MIN.) PLANS pi j 11- n n 11 iii 11 n I Izei CONT. #4 12" O.G. P/T 2x PLATE SHOTPINS PER THE GENERAL NOTES• IN/ @ I6 O.G. < o_ = w n n cn 2'-O" LAP, TYP. EPDXY @ 16" DOWELS 0.G. (4" MIN. EMBED) 0 v WASHER Q a- N _\____.•4' •• • - IIIiEII II=11 11 II�III II II=II=II _ 2" CUR. BOT. REINF. PER SPREAD SIZE 3" IF PLACED AGAINST UNDISTURBED SOIL PER SPREAD FOOTING SCHEDULE FOOTING SCHEDULE 0 . °o o •.(•.� 4Co =VIEII I /iiiii4.--, DETAIL SCALE: NONE 5 SCREEN PRINTING ROOM SECTION SCALE: NONE es TYPICAL SLAB DILL SCALE: NONE REVIEWED FOR ODE COMPLI LANCE ar'' APPROVE° FEB"`2 1 2013 • City of 'Tukwila BUILDING DIVISION PRESSURE TREATED AND ATTACHMENT WALL SCHEDULE 5/8"c1) SILL PLATE` PER 5HEAR (MIN. 2x SILL 2x6 @ I611 O.G. WOOD, STUD BEARING WALL ---ir SHEATHING AND 5HEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE (SEE ARCH. DWGS. FOR SHEATHING — PLATE w/ @ 48" 0.G. w/ 3x3x14; EMBED GONG. AT NON-5HEAR 144 ANCHOR BOLTS PLATE WASHERS MIN. 1" INTO WALLS) GIB PER ARCH. T --i—,- PRESSURE TREATED SILL PLATE w/ 1/2"4) EXPANSION BOLTS @ 32" 0.G. 1 SPREAD FOOTING SCHEDULE AT NON -SHEAR WALLS) ; (E) SLAB -ON -GRADE 211 i DOWELS @ $ EPDXY INTO 16" 0.G. DRILL (E) 5.0.6. (4" EMBED) MARK SIZE DEPTH REINFORCING REMARKS ►„ (E) 5%2" GONG. SLAB -ON -GRADE 2" PER PLAN ), J, #4 (F3.0) 31_0" x 3'_0" 12" (4) #4 EA. WAY ,. (5) HORIZ. AT TOP 11 ,IL t .. (F4.o) 4'-O" x 4'-O" 12" (5) #4 EA. WAY - • I •- c _ _ _ I °o•Yii•p •0 •o 0 ° =ICI o �Q m rA m GD 5'_/_11 x 51_/" b VV 121' (6) #5 EA. WAY . •°�►4�o °o cart: '_ " ILAP 2'-0" MIN. o�° Zoo. �ootg° 4 b ( iii ` RECEIVED CITY OF TUKWILA FEB 1.3 2013 PERMIT CENTER 11=11= _ =111_MEII 1 11=111=111= _ _ - - -- - - - - - - - - �` • -�- - DL I'-6" #4 (4) HORIZ. AT BOTTOM DETAIL SCALE: NONE q WOOD BEARING WALL AT (E) 5.0.6. SCALE: NONE I 0 TYPICAL INTERIOR WALL FOIMDATION ('THICKENED SLAB) SCALE: NONE I I TYPICAL SPREAD FOOTING SUPPORTING H55 COLUMN SCALE: NONE 12 CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 61! 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 QUANTUM FAX 206.957.3901 CONSULTING ENGINEERS www.quantumce.com Professional seal No. Issue Description Date PERMIT SUBMITTAL 01/08/13 PERMIT COMMENTS 02/11/13 Drawn by: SC Reviewed by: SHT Project No: 12276.01 TYPICAL FOUNDATION/SLAB DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced S3.0 3 0 csv ii CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 A ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 h!, 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 QUANTUM FAX 206.957.3901 CONSULTING ENGINEERS www.quantumce.com Professional seal No. Issue Description Date PERMIT SUBMITTAL 01/08/13 Drawn by: SC Reviewed by: SHT Project No: 12276.01 TYPICAL WOOD DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced S4.0 LOCATE ANCHOR BOLTS AT 5HEAR WALLS SUCH THAT EDGE OF PLATE WASHER 15 %" (MAX.) FROM STUD, BLKG. OR _4 WALL SHEATHING OR RIM JOIST PLATE A5 OCCURS (2) MIN. BOLTS IN EACH SILL SECTION PANEL JOINT Z � SILL PLATE AND ATTACHMENT PER SHEAR WALL SCHEDULE (AT NON -SHEAR WALLS; MIN. 2x SILL PLATE w/ 5/8"0 ANCHOR BOLTS @ 48" O.G. w/ SPACING PER SHEARWALE•SHEAR WALL SCHEDULE 0- PLATE WASHERS 3"x3"x�4"; EMBED MIN. SCHEDULE * BOTTOM PLATE ATTACHMENT TOP PLATE ATTACHMENT A 7" INTO CONCRETE) tu �� r (3) EQ SPACES SHEAR WALL TYPE 5HEAR WALL SHEATHING O PANEL EDGE FRAMING PANEL EDGE NAILING 2x BOTTOM PLATE CONNECTION TO RIM OR BLOCKING ANCHOR BOLTING OF SILL PLATE TO CONCRETE BELOW ©® RIM JOIST OR BLOCKING CONNECTION TO TOP PLATE 00 -� 1- x -` Q o ea WHERE SILL PLATE 15 DRILLED OR NOTCHED '► 6 w • ' 1 1 1 E-J015T MORE THAN 1/3 OF THE PLATE WIDTH, INSTALL ONE BOLT EACH SIDE OF NOTCH 2 \ I ®O BELOW 3x PL. 2x PL. INTERIOR WALL EXTERIOR WALL 1 [ 5W-3 APA ONE -SIDE SHTG. 3x OR (2) 2x 0.148"x2%4"3"54"�� 3" O.G. 0.148"47x314."@ 0.G. 5i8 4) @ 32"0. G. /8 0 @ 24"0.C. A35 @ 8 0. G. LTP4 @ 8 0.C. � F 1 ' ---\----15/32" _ o �, (1) BOLT DIA. MIN. STAGGER EA. LINE OF PANEL EDGE NAILING (AT ALL PANEL EDGES) A5 INDICATED O (12" MAX.) TYPICAL SILL PLATE BOLTING - PLAN VIEW SCALE: NONE TYPICAL STAGGERED NAILING SCALE: NONE 2 2'-0" OI INSTALL PANEL SHEATHING EITHER HORIZONTALLY OR VERTICALLY FOR THE ENTIRE LENGTH OF THE WALL PER PLAN. 0 ALL WALL STUDS SHALL BE EITHER 2x6 OR 2x8 @ 16" 0.G. PER PLAN. PROVIDE 2x OR WIDER BACKING FRAMING AT ALL PANEL EDGES INCLUDING HORIZONTAL BLOCKINGS PER THE SCHEDULE. 0 PROVIDE NAILING TO ALL PANEL EDGES, TOP $ BOTTOM PLATES AND HORIZONTAL BLOCKING. PROVIDE THE SAME NAILING PATTERN TO EACH MULTIPLE STUD OF THE BUILT-UP HOLD DOWN POST. NAL PANEL TO INTERMEDIATE FRAMING MEMBERS IN/ 0.148") x 2/4" @ 12" 0.G. ® EMBED CAST -IN-PLACE 5/8"o ANCHOR BOLTS 1" MIN. (OR EMBED ADHESIVE ANCHOR BOLTS 5 1/2" IN (E) CONCRETE; SEE STRUCTURAL NOTES). PROVIDE PLATE WASHER 3"x 3"x 1/4"AT EACH ANCHOR BOLT. SILL PLATES SHALL BE TREATED PER GENERAL NOTES, AND SHALL BE 2x OR 3x PER THE SCHEDULE. SEE DETAIL 1/54.0 FOR OTHER REQUIREMENTS. ® PROVIDE HOT DIPPED GALVANIZED NAILS, BOLTS, OR METAL PLATES FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED MEMBERS. ® PROVIDE 0.131"c x I-1/2" LONG NAILS FOR CLIPS DIRECTLY ATTACHED TO FRAMING MEMBERS; PROVIDE O.I31"O x 2-1/2" LONG NAILS FOR CLIPS INSTALLED OVER FLOOR OR WALL SHEATHING ON FRAMING MEMBERS. SEE 6/54.1 FOR TOP PLATE SPLICE. ® ALTERNATIVE TO 3x STUDS 15 (2) 2x STUDS NAILED TOGETHER WITH 0.148” cP x 3" LONG NAILS WITH THE SAME SPACING A5 THE PANEL EDGE NAILING PER THE SCHEDULE (STAGGER). 8 STAGGER THE PANEL EDGE NAILS PER 2/54.0. O O 3„ a RIM JOIST/BLOCKING MINIMUM WIDTH OF I /4 , U.O.N. PANEL EDGE MIN. PANEL / CONTINUOUS PANEL EDGE / NAILING PER PLAN, SEE 2/54.0 DIMENSION __,o �._ omi PANEL EDGE NAILING -' ' ' '.' ' ' ' ' ' ' ' ' - - •- - PER PLAN SHEATHING • 1 � 2x4 FLAT BLKG. DETAIL A PER PLAN . 1- _ FLAT BLOCKING AT PANEL EDGES (HERE REQ'D.) ;. .. .. . r _ _ FIELD NAILING AT INTERMEDIATE FRAMING MEMBERS PER PLAN„__,__„_ 1 • 1 PANEL EDGE NAILING PER PLAN I-7-' '• ' • MI Al �+ SHEATHING JOINT, 1 i -1 1 PANEL EDGE NAILING • I. 1 2x4 NAILER w/ 10d -F NAILS ®6” O.G. PER PLAN, TYP. 1 L — .I ,... L ' z 1-1-1 °- AT JOIST WHERE FULLY BLOCKED DIAPHRAGMS ARE SPECIFIED ON THE PLANS, PROVIDE • - -1 I 1'1 1• — - .1 I JOIST BEYOND SPLICE WHERE OCCURS -` 4 DETAIL B 2x4 FLAT BLKG. AT ' L 1 ; •1 L n- PANEL EDGE NAILING AT JOIST SPLICE _ _ _ _ SHEATHING JOINTS, .1--j T----- SEE DETAIL A 1 I' 1. I•I LI 1 I _ 1. RUN LONG DIMENSION OF SHEATHING PANELS PERPENDICULAR TO FRAMING. —r' - - - = - 1 '' 2. WHERE FRAMING LAP SPLICE AND SHEATHING JOINTS I/ ARE OFFSET, SEE DETAIL B ABOVE. TYPIGAL ROOF AND FLOOR DIAPHRAGM SHEATHING SCALE: NONE 6 5GALE: NONE SHEAR WALL SCHEDULE - IOd NAILS8 ESgO CLIP EA. END SHEATHING AND SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE POST HOLDOWN STUDS OR UP TO l" OF FLAT SHIM MAY BE PLACED HERE TO AID IN PER PLAN, (2) 2x MIN. REVIEWED FOR CODE COMPLI 5HEAR WALL EDGE NAILING AT ;NCE APPROV' OF EA. STRINGER TREADS 4 RISERS INSTALLATION OF HOLDOWN EACH HOLDOWN STUD OR POST ' HOLDOWN FEB 2.1 2013 , : ,' r '{ ' J, f ;� ���, f; � � ' 411 CONNECTORS TO STUD A5 REQUIRED BY MFR. SEE SCHEDULE CityBUILDING DIVISION ._ __ ' ____ PER ARCH. • PLAN �� ■ HOEDOWN PER / ' //flf! /� I NAILS /f ., �'' Od-F ®8" O.G. TYP. STAIR STRINGER BEAM 1//; %� �� _�■ AT BUILT-UP STUDS HOEDOWN ANCHOR ANCHOR BOLT IN CONCRETE CONNECTORS TO HOEDOWN GUT FROM 2x12 HF#I PER % , J ►� /' "�' ruse I --FRAMING CONTINUOUS WHERE OCCURS LI BOLT EMBED LENGTH STUDS 12" SPACED AT O.G. MAX. PLAN •'� ' : J3 I 1 HDUS 54"cp 13" (14) 505 14 "x212" SCREWS ' • • (FAR 1 I 7 .' 2x6 STRONGBAGK ' (2) '' I TOP OF GONG. 1 1 I CONCRETE REINFORCING gal 1 PROVIDE HOT DIPPED GALVANIZED NAILS, BOLTS, 1 OR METAL PLATES FOR ALL CONNECTORS IN ----- SIDE) w/ ROWS OF 710d -F NAILS @ 8" O.G. 7/ STAGGERED A5 SHOWN PER PLAN � 1 EMBEDMENT 1 CONTACT WITH PRESSURE TREATED MEMBERS. BEAM PER LENGTH PER RECEI art Orr Ttikwit_A SCHEDULE CAST -IN-PLACE HEADED ANCHOR BOLT AND STD. WASHER, OR ALL -5 lifter 6 THREAD WITH DOUBLE HEAVY HEX NUTS AND STD. WASHER JAN 0 8 2013 i PERAArrCEITElk PLAN 11'-0" MAX. / Gr TYPICAL STAIR STRINGER SCALE: NONE I O TYPICAL HOLDOWN TO CONCRETE SCALE: NONE 12 DETAIL SCALE: NONE CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 A ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 h!, 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 QUANTUM FAX 206.957.3901 CONSULTING ENGINEERS www.quantumce.com Professional seal No. Issue Description Date PERMIT SUBMITTAL 01/08/13 Drawn by: SC Reviewed by: SHT Project No: 12276.01 TYPICAL WOOD DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced S4.0 CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 QUANTUM FAX 206.957.3901 CONSULTING ENGINEERS www.quantumce.com Professional seal No. Issue Description Date PERMIT SUBMITTAL 01/08/13 Drawn by: SC Reviewed by: SHT Project No: 12276.01 TYPICAL WOOD DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced S4.1 FULL-DEPTH BLOCKING 48�� O.G. CEILING JOIST SCHEDULE -±- NDN-BEARING WALL PER ARCH DRAWINGS @ ,, ,, „ , , ,,, , ,, ,,, , , ,,, ,,, , „ , SIZE MAX. SPAN JOIST PER PLAN (2) I6d NAILS @ 48" O.G. TO BLOCKING _ —IN z c NOTES:.. 2x4 @ 24" O.G. 8'-O" I. AT NON-SHEAR WALLS, NAIL STUDS TOGETHER SZl 2x4 @ 16" O.G. a'-2" WITH IOd-F NAILS @ 8" O.G. e JOIST PER PLAN NON-BEARING WALL PER ARCH DRAWINGS_ SIMPSON STC. CLIP @ 48" O.G. SLOT VERTICAL (NAIL AT MID-HEIGHT OF SLOT) 2x6 @ 24"O.G. 2x6 : 16" O.G. 12'"-6ETC. I4'-4" 2. ADDITIONAL STUDS REQUIRED A5 NAILERS, ARE NOT SHOWN. —5.1 1 FULL-DEPTH WALL PARALLEL TO ROOF/FLOOR FRAMING 2x8 @ 24" D.G. 16-6" BLOCKING 48" 0.G. WALL PARALLEL TO FLOOR FRAMING 2x8 @ 16" 0.C. Ia'-0" SHEATHING AND 5HEAR WEDGE SHEARALL WALLNAILING SCHEDULEPER NON-BEARING WALL PER PER ARCH DRAWINGS I6d NAILS .I I6 0.G. z 2x� " G'-2" 2416" (WHERE _;� OO..G.. 2x10 @ 10 2421'-3" OCCURS) 0 JOIST PER PLAN @ TO BLOCKING FULL-DEPTH BLOCKING �_� : IOd FACE NAILS w/ THE Ir� i�, �, JOIST PLAN SIMPSON STC. CLIP ® CEILING JOIST PER NON-BEARING WALL SEE ARCH DRAWINGS 48" O.G. SLOT VERTICAL AT MID-HEIGHT OF SLOT) TABLE BASED ON HF #2, Fb=850 PSI (REPETITIVE MEMBER USE), Fv = 150 P51 E=1.3X106 P51, DEFL. < L/240 SAME SPACING A5 THE PANEL. EDGE NAILING PER THE 5HEAR WALL SCHEDULE (SEE NOTE AT NON-5HEAR 1 I ,,, „ , .... „J , L , „ „ ,,, „ , ,,, 1.11(NAIL 2'I �� --1,---ATTIC WALLS) WALL PERPENDICULAR TO FLOOR FRAMING WALL PERPENDICULAR TO ROOF/FLOOR FRAMING LIVE LOAD = 10.0 P5F CEILING DEAD LOAD = 5.0 P5F VARYING WALL SIZE TYPICAL NONSTRUCTURAL WALL SUPPORT (BOTTOM) - I-JOIST SCALE: NONE I TYPICAL NON-STRUCTURAL WALL SUPPORT (TOP) - I-JOIST SCALE: NONE I 2 CEILING .101ST SCHEDULE SCALE: NONE I 3 ,r2:4________--- STUD DEPTHSHEATHING (12) IOd-F NAILS (4)3" O.G. STAGGERED IN 2 ROWS AT EACH SIDE I 1 IOd FACE NAILS w/ THE SAME SPACING A5 THE PANEL EDGE NAILING PER THE 5HEAR WALL SCHEDULE (SEE NOTE AT NON-5HEAR WALLS) OF EACH SPLICE IOd-F NAILS @ 12" O.G. STAGGERED IN 2 ROWS ELSEWHERE--- AND 5HEAR WALL EDGE NAILING PER ':=�� ` , -----_ 5HEAR WALL SCHEDULE ' (WHERE .� •. MAX. DIAMETER OF HOLES 1`� OCCURS) GUT ......___a■.............. .----- ... WALL CORNER IIIIWMMLMUINUesi CHORDBOTTOM CHORD CIRCULAR kOr HOLES ARE TO BETOP SPACED AT LEAST5PLIGESPLICE NOTCH A STUD DEPTHSHEATHING :VI NOTCH \ r(WHERE STUD DEPTH MAX. . FROM A GUT OR NOTCH AND 5HEAR I WALL EDGE NAILING PER SHEAR WALL SCHEDULE OCCURS) 4'-0" MIN. BETWEEN SPLICES Vivi DEPTH ,g HOLES ARE i �� LET-IN .` NOTCH , ' TO BE SPACED AT LEAST IOd FAGS NAILS w/ THE SAME SPACING A5 THE �� MIN. DEPTH MIN. 5/8" EDGE TWICE THE DIAMETER OF THE LARGEST HOLE SPLICE TO OCCUR AT �. (TVP.) PANEL EDGE NAILING OF STUD PER THE 5HEAR WALL SCHEDULE (SEE NOTE AT NON-5HEAR WALLS) WALL INTERSECTION A. CUTTING AND NOTCHING �/ DIST (TVP) WOOD STUDS 00 NOT NOTCH MORE THAN 3 ADJACENT STUDS w/o REVIEW BY ENGINEER) BEARING WALL STUDS: TYPICAL TOP PLATE SPLICE SCALE: NONE I 6 DETAIL SCALE: NONE I 'r TYPICAL WALL INTERSECTIONS SCALE: NONE 8 STUD MAX. DEPTH OF MIN. DEPTH REMAINING SIZE SAW GUT OR NOTCH AFTER GUT OR NOTCH WHERE HEADER INTERRUPTS OF STRAP 2x4 7/8" 2-3/8" 2x6 I-3/8" 4-I/8" 2x8 I-1/8" 5-3/8" NON-BEARING WALL STUDS: DOUBLE TOP PLATE, PROVIDE MSTA24 U.O.N. ' REVIEWED FOR << LENGTH OF STRAP PER PLAN CODE COMPLIDNCE APPROVED STUD MAX. DEPTH OF MIN. DEPTH REMAINING SIZE SAW GUT OR NOTCH AFTER GUT OR NOTCH 16d NAILS @ 4" 0.C. >> DOUBLE TOP PLATE I w/ 1 FEB 21 20 3 2x4 I-1/2" 2" 2x6 2-3/8" 3-1/8" / / 2x8 3"4-1/4"�— B. HOLES IN WOOD STUDS ` I 1 STRAP PER PLAN 12/54.1 NAILS PER PLAN City of Tukwila _ -, BUILDING DIVISION �� �� ��� �I 1 I� I .� STRAP PER PLAN I f f I I f f I� 1 f f I f I I I A35 AT EXTERIOR z z i, _ HEADERS OVER ,- SHEATHING PER PLAN BEARING WALL: 61-0" I N LENGTH / I- P 15T ER PLAN STUD MAX. DIAMETER SIZE OF HOLE (6) IOd-F NAILS ������������� KING STUD '— /sft&LEPLATEFRovID DOUBLE PLATE AT LI 2x4 I-I/2" 2x6 2-3/8" 2x8 3" NON-BEARING WALL: �- FLAT BLKG. PER PLAN EXTERIOR OPENINGS OVER �— I0'-0" IN LENGTH) TRIM STUD POST PER BEAM PER PLAN FLAT BLOCKING BETWEEN FRAMING (WHERE STUD MAX. DIAMETER SIZE OF HOLE HEADER PER PLAN, STRAP 15 PERPENDICULAR PLAN, (PROVIDE MIN. (2)--H,--- 2x STUDS AT HEADERS OVER 6'-0" IN LENGTH)J COORDINATE PLACEMENT OF HEADERS WITH ARCH. HANGER PER PLAN TO FRAMING) � pi Al 2x4 2-1/4" 2x6 3-3/8" 2x8 4-1/2" IJAN 0 8 2013 IOd-F NAILS @ 8" 0.G., TVP.b AT BUILT-UP STUDS ''`" 0 1 Li PERMIT Cal v A it [ TYPICAL ALLOWABLE HOLES AND NOTCHES IN STUDS SCALE: NONE GI TYPICAL HEADER DETAIL SCALE: NONE I 0 TYPICAL DRAG STRUT DETAIL SCALE: NONE I I STRAP TO BLOCKING DETAIL SCALE: NONE 12 CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 QUANTUM FAX 206.957.3901 CONSULTING ENGINEERS www.quantumce.com Professional seal No. Issue Description Date PERMIT SUBMITTAL 01/08/13 Drawn by: SC Reviewed by: SHT Project No: 12276.01 TYPICAL WOOD DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced S4.1 CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 QUANTUM FAX 206.957.3901 CONSULTING ENGINEERS www.quantumce.com Professional seal No. Issue Description Date PERMIT SUBMITTAL 01/08/13 A PERMIT COMMENTS 02/11/13 Drawn by: SC Reviewed by: SHT Project No: 12276.01 TYPICAL FLOOR DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced S4.2 -1 134" LSL RIM JOIST w/ (I) 10d -F NAIL TO TOP AND BOTTOM CHORD OF EAGH JOIST. CONNECTION TO TOP PLATE BELOW PER WALL PANEL EDGE WALL ARCH. � R 134 L5L RIM JOIST w/ (I) 10d -F NAIL TO TO I� �r I:I.-- I 2x6 RAILING STUDS TO ALIGN w/ 2xb STUDS BELOW I NAILING PER PLAN PARTITION PER 1 !- = ► OF EACH JOIST. Ibd NAILS 6" Ibd NAILS @ 6" O.G. NAILING PER @ O.G. ± lzPLANTDBLKG.,TYP. x _NALPERPLAN 2x6 STUDS I6" O.G. v x CONNECTION TO TOP PLATE BELOW PER SHEAR WALL SCHEDULE MIN. 10d -F '— -' NAI TO EACH JOIST Ibd L 3%L5LRIMJOIST/ PANEL EDGE SHEAR SCHEDULE ::::: w oNPN PLATE BELOW PER —'� ,&, , ,lam „ , ,,, ,. „ , „ , „ ,,, „ „ ,,, , „ , ,,, , ., ,,, „ , , U , ,,, ,f „ ,,, ,, , ,, , , „ , ,,, , ,. , ,,, „ „ 5HEAR WALL SGHEDULE (MIN.�� fi, �, �\ — — + + + A 1,„ 1,, ?_ IOd-F TOENAILS @ 6” D.G. SHEATHING AND 5HEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE + + + + + + AT NON -SHEAR WALLS) SHEATHING AND SHEAR WALL EDGE iZn ' `�\ p + + 1 1 NAILING PER SHEAR (WHERE OCCURS) � (12) 1Od NAILS 16�� � WALL SGHEDULE I 2x12 JOISTS @ 0.G. PER PLAN, LAP w/ 5TUD5 ; 5HEATHING AND 5HEAR (WHERE OGGURS) PER PLAN (OFFSET STUDS)1 Y w J015T w/ (2) 8d BOX NAILS EACH WALL EDGE NAILING PER 5HEAR WALL SGHEDULE, ; .1015T PER PLAN ;F — J JOIST PER PLAN 2x4 BLKG. 1 I � �C w JOIST TO PLATE G5I6 @ 48" 0.G. EAGH SIDE w/ (20) TYP. (WHERE OCCURS) —i-11/ (2) Sd BOX NAILS EA. JOIST TO PLATE HEADER PER PLAN WHERE OCCURS. SEE �i i\ 1� L5L BLKG. to 24" 0.G. JAL SHEATHING PER ARCH. TYPICAL HEADER DETAIL 10/54.1 _ A34, BLKG. TO PLATE IOd NAILS EAGH END OF STRAP, TO PREVENT SPLITTING ALTERNATE INTERIOR $ EXTERIOR STRAP ON ADJACENT STUDS TYPICAL RAILING PIALL - I -JOIST PERPENDICULAR SCAB: NONE TYPICAL EXTERIOR WALL - I -JOIST PARALLEL SCALE: I°=r—o" 2 TYPICAL INTERIOR WAIL WITH SCALE: 1°=r-0° 13 JOISTS PERPENDICULAR AND PARALLEL SIDE HALLS AT LOADING BALCONY SCALE: In= I' -o° 4 --ir— 14"x8"xl'-2" F. BOTH SIDES vi/ (4) " O THRU-BOLTS GMSTG66 STRAP EMBED (E) GONG. WALL / / 10d NAILS 4" EMBED (E) 614" GONG. / NAILS 4" OR BEAM PANEL -F @ O.G. 10d -F NAILS @ 4" O.G. WALL PANEL --4---- 10d -F @ 0.G. -4— PER PLAN CENTERED ON GOL I„ PER PLAN PER PLAN cil SHEATHING PER PLAN I SHEATHING PER PLAN SHEATHING — ,, U / U/ /l ///// /./' /`/' , i + , . , ., T , ,e , / /7/ // / /7/ // / i a e o \ T O O . .,, . O *O O .O 1 316" L5L LEDGER TO MATCH JOIST DEPTH w/ (2) ROWS _ - i�, / 3x8 LEDGER w/ 34"(1) ALL -THREAD RODS EPDXIED INTO WALL L\\RODS "Zr/ + II + \ -_ n i 4_ 1 1 OF 54"(1) ALL -THREAD EPDXIED INTO —1,-- Wb N BEAM PER PLAN ®32" O.G. 1 . X JOIST PER PLAN WALL ®Ib" D.G. JOIST PER PLAN TYP.> 54" It/s H554x4 NOTE: WEB STIFFENER PER MFR. PER PLAN COL. PER PLAN 4 V HANGER FOR INFO. N NOTED 542/54.2 TYPICAL JOIST TO CONCRETE WAIL - JOIST PERPENDICULAR SCALE: I"=11-0" TYPICAL JOIST TO GONG. WALL - JOIST PARALLEL SCALE: III= II -0" INTERIOR WALL DETAIL SCALE: I"=1'-0° 7 WOOD BEAM TO STEEL COLUMN COM ECTION SCALE: I"=ILO" 8 WOOD NAILS 6" WALL ARCH. IOd-F @ O.G. 5/3" W.T.S. 32" cPx216" @ 0.G. (COUNTERSINK NUT), 54" MAX. RIP TO MATCH PARTITION PER EDGE PANEL NAILING PER PLAN 3x PLATE, BEAM WIDTH SOLID BLKG. 5/e" THRU-BOLTS @ 24" O.G. STAIR STRINGER SHEATHING PER PLAN .ViWAIIIIWii�iiiii/iiisiiiiii S_! SHEATHING PER PLAN i� ii�iiiAIIII UM Vaiiii�ii�ie:I WAN .1 -�rawr� PER 10/54.0 Alliill P !` � ' � REVIEWEDFORI,( +DDE CoMP'LMACE .• APPROVE'D FEB 2 1 2013 City of Tukwila BUILDING DIVISION Iy JOIST PER MFR. PLAN WEB STIFF. PER JOIST PER PLAN TOP FLANGE RECEIVED CITY OF TUKWILA FEB 1 3 2013 PERMIT CENTER 1,3.......(;)1/.....1 HANGER PER PLAN BEAM PER PLAN JOIST PER PLAN HANGER PER PLAN NOTE: HANGER PER PLAN W BEAM PER PLAN FOR INFORMATION NOT NOTED SEE 10/54.2 STEEL BEAM AT STAIRS SCALE: 1"-= II -0" C� TYPICAL I -JOIST TO STEEL BEAM CONNECTION SCALE: I"=1'-0" I I 0 TYPICAL I -JOIST TO FLUSH BEAM CONNECTION SCALE: NONE I I DETAIL SCALE: I"=1'-0" 12 CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 QUANTUM FAX 206.957.3901 CONSULTING ENGINEERS www.quantumce.com Professional seal No. Issue Description Date PERMIT SUBMITTAL 01/08/13 A PERMIT COMMENTS 02/11/13 Drawn by: SC Reviewed by: SHT Project No: 12276.01 TYPICAL FLOOR DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced S4.2 N a. 1/2" MIN. A572 GR. 50 BOTH SIDES PROVIDE RADIUS OF WEB TO MATCH BEAM WIDTH ROUNDED CORNERS 4 GRIND ALL GUT EDGES SMOOTH, TYP. AND WEB THICKNESS TYP. DISTANCE BETWEEN OPENINGS > 2d BEAM PER PLAN Ili m w O Oel I. FIELD GUTTING NOT PERMITTED WITHOUT APPROVAL. I nou. Al -6 2. CONTRACTOR SHALL COORDINATE SIZES AND LOCATIONS OF ALL BEAM iii PENETRATIONS WITH MECHANICAL DRAWINGS. ALL PENETRATIONS ow/ 6" MIN. LARGER THAN 2"0 SHALL BE SHOWN ON SHOP DRAWINGS OR • Zn x SKETCHES AND SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. -\--a= 12 d MAX. \ eTYP. PROVIDE 1/2" MIN. RADIUS ROUNDED CORNERS 4 GRIND ALL S�6 3. THE EDGE OF AN OPENING SHALL BE NO CLOSER TO A SUPPORT THAN THE MEMBER DEPTH d. DISTANCE BETWEEN OPENINGS > 2d GUT EDGES SMOOTH, x TYP. 4. CONCENTRATED LOAD SHALL BE PLACED AT LEAST A DISTANCE I1/2d CLEAR FROM THE EDGE OF AN OPENING. 0 alz. Co f 5. REQUIRED OPENINGS NOT MEETING CRITERIA LISTED IN NOTES ABOVE ,L SHALL BE SUBMITTED TO ENGINEER FOR ADDITIONAL REINFORCING DESIGN. -05 13 dz -in z < d/2,L FOR NO RE NF. REQ'D, LOCATE OPENINGS BEAM PER PLAN IN MIDDLE 1/3 OF SPAN. COORDINATE NO REINF• RE(, SIZE 4 LOCATION w/ MECH. PLAN. TYP. TYPICAL PENETRATION THROUGH W BEAM YwB SCALE: NONE 2 DETAIL SCALE: I"=I'-O" 3 DETAIL SCALE: I"=1'-0" 4 (E) GONG. PANEL PER PLAN PER LEDGER BEYOND 6/54.2 3/8"x4"xO'-clR ,..n.. < 10/54.2 5HEAR R (3) 7/8"47 A325N BOLTS 2" w/ ij �l `7 4N 2 R 5 // ! //// 777 "x11 R. 1/2"x12-0 54"47x5" XII I w/ (4) T — TITEN HD `_�'• ANCHORS 1 0 m• + T. S A NOTE: W BEAM ADJUST ANCHOR PER PLAN SECTION A LOCATIONS ±1” U„ry)r Iv141 1/4 AS NEEDED TO AVOID (E) RE NF. TYP. 14 DETAIL SCALE: 1"=1-0" DETAIL SCALE: 1"=11-0" 6 DETAIL SCALE: 1"=1'-0" 7 STEEL BEAM TO CONC. WALL CONNECTION SCALE: 1"= ILO" 8 FULL -DEPTH STIFF. I, �4 1 T i 1:: ---- I I PROVIDE t /4 GAP 8"(EACH 510E) 14 (3) SIDES, TYP. @ COL. END, TYP. it> TYP. @ GAP 3A 024" / 2x BOLT DIA. BOLTED BEAM CONNECTION 2° `y SCHEDULE "A" 5HEAR R 3/8" w/ 1/8"P A325N BOLTS PER SCHED. "A" BEAM SIZE NO. OF BOLTS REVIEWED FOR CODE COMPLIA►NCE APPROVE ;T II H/2" FEB 2013 .., 21 WI4 (3) ♦ I1 1 .4 \ + 11 1 `' WI6 (4) City of Tukwila 3/4" l GAP It x BEAM WIDTH OR COL. WIDTH + 1/2" TYP. H55 PER PLAN 1 1 4. \ BUILDING DIVISION WHICHEVER 15 GREATER w/ (4) 7/8"4) A -325N BOLTS AT STD. BEAM GAUGE >1 COL. �� END OF SHEAR R. AT I 1 1 - n_ 1 —I 1 14 "A" ONE SIDED CONNECTION1 r�,� BEAM TO H55 COLUMN � � �4 > < SIZE PER SCHED. AECEivEp a rvaFiru� !,A . H55 COL. b(-•1 JAN 0 8 2013 •.ao 14 pERAincENTER AT FLOOR TYP.> 4 V DETAIL SCALE: 1"=1'-0" : TYP. DETAIL AT CONTINUOUS BEAM AT HSS COLUMN SCALE: NONE I O TYPICAL BEAM TO H55 COLUMN DETAIL SCALE: NONE 12 CLIENT: NorMed 4320 SOUTH 131ST PLACE TUKWILA, WA 98124 111,11. ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2012 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 QUANTUM FAX 206.957.3901 CONSULTING ENGINEERS www.quantumce.com Professional seal No. Issue Description Date PERMIT SUBMITTAL 01/08/13 Drawn by: SC Reviewed by: SHT Project No: 12276.01 TYPICAL STEEL DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced S5.0