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Home My WebLink AboutPermit D12-287 - FIAT OF SEATTLE - TENANT IMPROVEMENTFIAT OF SEATTLE 301 BAKER BL D12 -287 City oilkukwila 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.: 0223100075 Address: 301 BAKER BL TUICW Suite No: Project Name: FIAT OF SEATTLE DEVELOPMENT PERMIT Permit Number: D12 -287 Issue Date: 09/25/2012 Permit Expires On: 03/24/2013 Owner: Name: OB FIFE PROPERTY II L L C Address: PO BOX 726 , BELLEVUE WA 98009 Contact Person: Name: TERESA FORTINO Address: 6021 12 ST E, STE 201 , TACOMA WA 98424 Contractor: Name: KEITH A JOHNSON DEVELOPMNT CO Address: 119 NELLIS RD , BOTHELL WA 98012 Contractor License No: KEITHJD973DF Lender: Name: Address: Phone: 253 922 -9037 Phone: 206 999 -9600 Expiration Date: 03/18/2013 DESCRIPTION OF WORK: NEW TENANT: INTERIOR WORK TO INCLUDE NEW WALL AND FLOOR FINISHES. EXTERIOR WORK TO INCLUDE NEW WALL FINISHES AND ENTRY. Value of Construction: $75,000.00 Fees Collected: $2,009.09 Type of Fire Protection: AUTO FIRE ALARM International Building Code Edition: 2009 Type of Construction: VB Occupancy per IBC: 0008 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -287 Printed: 09 -25 -2012 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: Water Meter: N Permit Center Authorized Signature: Private: Public: U:a1N Date: - _`/ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be compliel'yvith, whether specified herein or not. The granting of this p construction or the to this permit. Signature: Print Name: l <J 1r resume to give authority to violate or cancel the provisions of any other state or local laws regulating work. I am authorized to sign and obtain this development permit and agree to the conditions attached A- no Date: i` v2S� -IZ 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. 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: 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. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. doc: IBC -7/10 D12 -287 Printed: 09 -25 -2012 7: All wood to remain in placed concrete she treated wood. • 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: 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). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: 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. 12: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 15: 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) 16: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 17: 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 nun) 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) 18: 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) 19: 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) 20: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4 -4) 21: 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) 22: 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) 23: 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) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress doc: IBC -7/10 D12 -287 Printed: 09 -25 -2012 travel. Access to exits shall be marked by r y visible exit signs in cases where the exit o e path of egress travel is not immediately visible to the occ s. Exit sign placement shall be such that no t in an exit access corridor is more than 100 feet (30,480 mm) o e listed viewing distance for the sign, which r is less, from the nearest visible exit sign. (IFC 1011.1) 26: 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 nun). 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) 27: 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) 28: 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) 29: 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) 30: Maintain sprinkler 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) 31: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 32: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 33: 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) 34: 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) 35: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 36: 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. 37: 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) 38: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 39: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 40: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 41: ** *PLANNING DEPARTMENT CONDITIONS * ** 42: Signs are not approved as part of this permit. A separate sign permit is required. doc: IBC -7/10 D12-287 Printed: 09 -25 -2012 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httn://www.TukwilaWA.gov 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 ** King Co Assessor's Tax No.: 022310 -0075 Site Address: 301 Baker Boulevard, Tukwila, WA 98188 Suite Number: Floor: Tenant Name: Fiat of Seattle PROPERTY O' NER Name: OB Fife Property II LLC Address: P.O. Box 726 City: Bellevue State: WA zip: 98009 CONTACT PERSON — se communication Name: Teresa Fortino Address: 6021 12TH Street East, Suite 201 City: Tacoma State: WA Zip: 98424 Phone: (253) 922 -9037 Fax: (253) 922 -6499 I mail: teresaf @helixdesigngroup.net GENERAL CONTRACTOR IN ORMATION Company Name: Keith A. Johnson Development Address: 119 Nellis Road City: Bothell State: WA Zip: 98012 Phone: (206) 999 -9500 Fax: Contr Reg No.: KEITHJD973DF Exp Date: 03/18/2013 Tukwila Business License No.: TBA H:\Applications \Forms - Applications On Line \2011 Applications \ Permit Application Revised - 8 -9 -11 docx Revised: August 2011 hh New Tenant: 0 Yes ❑ ..No ARCHITECT OF RECORD Company Name: Helix Design Group Architect Name: Lowell Cates Address: 6021 12TH Street East, Suite 201 City: Tacoma State: WA Zip: 98424 Phone: (253) 922 -9037 Fax: (253) 922 -6499 Email: lowellc@helixdesigngroup.net ENGINEER OF RECORD Company Name: PCS Structural Solutions Engineer Name: Brett Maddox Address: 1250 Pacific Avenue, Suite 201 City: Tacoma State: WA zip: 98402 Phone: (253) 383 -2797 Fax: Email: BMaddox @pcs- structural.com LENDER/BOND ISSUED greater per WW :19.27.095 Name: N/A Address: City: State: Zip: Page 1 of 4 Valuation of Project (contractor's bid price): $ 75,000 Describe the scope of work (please provide detailed information): Interior Tenant Improvements - new wall and floor finishes; Exterior Tenant Improvements - new wall finishes and new entry. Existing Building Valuation: $ Will there be new rack storage? ❑ Yes . No If yes, a separate permit and plan submittal will be required. 11,976 3,908 Addition, to Existing Structure VB aney per tC B loo 3rd Floor Attached "Garage 4,364 0 VB SI Attar Carport he Covered Deck Uncovered Dec PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes Z No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes No If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\ Applications \Forms-Applications On Line\2011 Applications \Permit Application Revised - 8 -9 -1 1.docx Revised: August 2011 bh Pagc 2 of 4 PERMIT APPL'ICATIONNOTES - 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 OW R R AUTHO Z A riT: Signature: : (. Date: 08/29/2012 Print Name: Teresa Fortino Day Telephone: (253) 922 -9037 Mailing Address: 6021 12TH Street E, Suite 201 Tacoma WA 98424 City State Zip H:\Applications\Forms- Applications On Line12011 Applications \Permit Application Revised - 8 -9 -1 I.docx Revised: August 2011 bh Pagc 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.: 0223100075 Address: 301 BAKER BL TURIN Suite No: Applicant: FIAT OF SEATTLE RECEIPT Permit Number: D12 -287 Status: APPROVED Applied Date: 08/29/2012 Issue Date: Receipt No.: R12 -02695 Payment Amount: $1,219.40 hiitials: WER Payment Date: 09/25/2012 10:59 AM User ID: 1655 Balance: $0.00 Payee: KEITH JOHNSON TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 02517D ACCOUNT ITEM LIST: Description 1,219.40 Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,219.40 1,214.90 4.50 doc: Receipt-06 Printed: 09 -25 -2012 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.: 0223100075 Address: 301 BAKER BL TUB:W Suite No: Applicant: FIAT OF SEATTLE RECEIPT Permit Number: D12-287 Status: PENDING Applied Date: 08/29/2012 Issue Date: Receipt No.: R12 -02489 Payment Amount: $789.69 Initials: JEM Payment Date: 08/29/2012 01:46 PM User ID: 1165 Balance: $1,219.40 Payee: FIAT OF SEATTLE AT SOUTHCENTER TRANSACTION LIST: Type Method Descriptio Amount Payment Check 10015 789.69 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 789.69 Total: $789.69 doc: Receipt -06 Printed: 08 -29 -2012 1 4 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 1)12 -2S7 02- PrI-t I– I V�'r o f S E AT-ME Type of Inspection: Address: 3O1 r1 Fe_ 8 L Date Called: Special Instructions: . Date Wanted: I -13 -13 p.m Requester: P c� 9 si - 9500 `Approved per applicable codes. Corrections required prior to approval. COMMENTS: QD(api AZ,jiJ &,— eftedeE Data; 13- R - SPECTION FEE REiUIRED. Prior next inspection. fee must be id at 6300 Southcente 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 bt2 -227 Project: h dpi' P a L Type of Inspection: Stta$4.JCd e;1,�r5. Date Called: Address: 30 1 S?SeA1tt2 Special Instructions: LAascxt ALke� 43s.tca ,9,) Date Wanted:. • 1 -,Z3 r2, 'p-m Requester: Phone No: 1r,C- `'S1 -5 00 aApproved per applicable codes. El Corrections required prior to approval. COMMENTS: • Date: : : ' -• .2.. 3- 1 n I(E)IISPECTION FEE RE UIRED. Prior to next inspection,'fee: mutt .be fid at 6300 Southcenter Blvd., Suite 100. Call to schedule ieinspection. S 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: Fi $11— Oi Fx AT TIE Type of Inspection: Stls.a9a0en CEILINIC, lie✓- r'ir�1GdiivyS ,,11- .Al P -iAs ` 'pp/M�c7 Address: 30 1 agi loi.Fit Date Called: Special Instructions: Date Wante : / l2 /.2.6/1-2 6..m. pan.. Requester: Phone No: a6 (0 -cc -05oO Approved per applicable codes. Ei Corrections required prior to approval. COMMENTS: / 4, 0 C ,C ow/ /547:7i- nears p %F le. F4/, lie✓- r'ir�1GdiivyS ,,11- .Al P -iAs ` 'pp/M�c7 - 02) 40 MCb r ()dye,- _.z_ f✓$ " /l,/5 -e'6 InsbectoL: J .tr �.. n..L, (Date% _444 2 /24, 42_ f E)JQSPECTION FEE REQUIR . Prior to next inspection, fee must be id at 6300 Southcenter Blvd., 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit Dr2L 7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 W.. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: I•1 Al— or sFAT i LE Type of Inspection: I- 11A0/11'11/43L. Date Called: • - Address: 301 f3 A k:" iz E3 L Special Instructions: Date Wanted :. i1, —al -- I2..... a.m. Requester: V O 1 C, . 6 A II C c { Gk,n of w.„,,..,, ,;‘,0,j Phone No: a0( ClgE1 -q0.0 ID I °� p c k h% [ -Co./ C t..0...t GuatZ t Approved per applicable codes. Corrections required prior to approval. /~^ COMMENTS: Pi G- N a p o ( ;wk.. e l . . 2 A) ( AP A -11� 1 A1; S v- " - AO '. l�) � � (3) Coo I kl-, / " J Alt kicrti-{ ;NV - (1Qpv,JO •. . • V O 1 C, . 6 A II C c { Gk,n of w.„,,..,, ,;‘,0,j ID I °� p c k h% [ -Co./ C t..0...t GuatZ t +P \iSiC ‘‘wt( c' e.1(- lf9AtMS -( e`a@k _ /_ {J -rS it∎tk ct ,1 ,at.N, r" f �*�.1�' � A a1�C 4/ . �/ GV Q t �„n r 1 ) IA, Zvi C&4 j SPECTION F,EE REQ 1J ED..Prior to pr at 6300 Southcenter Blvd.. Site 100. Date: 12 -. t~3 --i0. • next inspection, fee. must -be, Call to schedule reinspectioh. 3 INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDINC,1/44DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 X12 -2A7 Project: 1" I A i 6 C ,'ail ! _ Type of Inspection: 1/ t,�, IN01 6 N4 N1-1 I I N f, / 6149A Address: 3O 1 13 A iU O t.f Date Called: Special Instructions: 00.11ZS -01 Date Wanted: . 11 IroIIZ �m' p.m. Requester: 149, 1T1; Phone No: 2. 0Ca --c-)1 -(7/ ".-0(....> ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: `] t,\ �` 1 1 1 V L : ; .!�/ �1Lvl ✓ 17 r�`f c , - , p pitv/A Insp tt�� r: CAA ye..-1 Date: 11 G, /i7 INSPECTION FEE REQUIRED. Prior to next inspection. fee must be �ppid at 6300 Southcenter Blvd., Suite/100. Call to schedule reinspection. 2- 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: F co-. c,c . q Type of Inspection: 1:000`i , nl c, - r � w+ ? +o �l Address: ja \ i3AtI4Fz Date Called: Special Instructions: Date Wanted:. a mm.. Requester: Phone No: a- v(.--ci -S su C. Approved per applicable codes. Corrections required prior to approval. COMMENTS: I\ F0 IOC. / 4 4: S,v P14 a 40 4%11Z Insp ctsf: INSPECTION FEE REQ IRED. Prior to id at 6300 Southcenter B vd.. Suite 100. p Date: i� ---tS -tom ext inspection, fee must be Call to schedule reinspection. INSPECTION NO. �IJ "ACTION RECORD Retain a copy with permit 1)1 -287 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: 1:24 r G f 6.-c) ru Type of Inspection: f 1 ?.)/21.2A 6 . Address: ._ ?c/ 4'Iii'F2 43 t-- Date Called: Special Instructions: Date Wanted:. /r`1 /2 arm., p.m. Requester: • Phone No: CJG - qcc -45OC ElApproved per applicable codes. El Corrections required prior to approval. COMMENTS: (, 7t ./� rl' I . �f} s 11ai) RIO i ;.�i�.�Ifici t�101 • :'1v� ,IA Insp or: Date: I fl - q _ t EINSPECTION FEE EQUIRED. IIrior to next inspection. fee must be paid at 6300 Southcen er 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 e_ i)/2 2g7 Project: /`27? ` ©/. .$ 9TTZf Type of Inspection: it.7,i F- (iGACS%i,)?d' r:Ta 4 Address: 20/ ,C,.I AI .0.<-1-i? 9 t Date Called: Special Instructions: Date Wanted :. j- 2%---'/2 0am:, P.m. Requester: Phone No: c, ciei> -9's o 6 Approved per applicable codes. Corrections required prior to approval. COMMENTS: a&ut.. c� 4. A Jet Dake;, 2 7- e pINSPECTION FEE RE UIRED. Prior to,next inspection. fee must be aid at 6300 Southcenter 'yd., Suite 100. Call to schedule reinspection. `I INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit zS7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: t Tcr7" Sprinklers: Fire Alarm: Type of Inspection: ^ FT-1'e F iici l Address: Suite #: 31i/ fr g/ Contact Person: Special Instructions: I Phone No.: . 1.)C./ V1Approved per applicable codes. nCorrections required prior to approval. COMMENTS; Sprinklers: Fire Alarm: Hood & Duct: Monitor: -/e-s-,-e/ g3 4 7/3/ Permits: Occupancy Type: / _. cr. " I L w _ j Tom':. ,. • D Ai //75- e p' ' - 2, gj5"7ITD "�5._. '`j.......F w', ^_..° 4. _. ; =.4_ _ ' . 3, 6s,--/- 5/615 e_ooefe per ), c. f*e card 3 6lc ri ti 1 /_ ®K /,k, le Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector f-' ��sr_ Date: S ;z-li.3 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: 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER } , _ . - .. -. • _ t • r. �.- .,a. ... .... : _ ...:. ,.. • INSPECTION RECORD Retain a copy with permit Da-G-87 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188- 206 - 575 -4407 Pro .4 Type pf Inspection: a- Co\ -v- 3 _ i ,\- `e t A a // li, �S '.. Address: .3 D \ 2 Suite ##: - t g L-- Contact Person: Special Instructions: f Phone No.: Approved per applicable codes. ,Cprrections required prior to approval. COMMENTS: .4 � w Pr rD 6., izc L )1 k( J to omr-k a- Co\ -v- 3 _ i ,\- `e t A a // li, �S '.. ] K , - - ,v.-f- A.)-e) Ad Zo 4s\-0 c h,A,l 1 COI).-tre--) 1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: _ Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: #^ 6ti c--? Date: 7N)//...3 Hrs.: t kite) $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 r INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit a87 / 3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: -c Sea + L( � of Inspection: r Hrs.: Address. - O Iefi-p-P� )9 f Suite #: `' .. -•.. .,.•- Contact Person: _ Special Instructions: _ Phone No.: 006 - 9 - sr- 'd -6 Approved per applicable codes. corrections required prior to approval. COMMENTS: Sprinklers: Hrs.: Fire Alarm: Hood & Duct: fjp .c---11,.),2. _ enic _ .;' Permits: Occupancy Type: k * 11 -e r -e c> Yv r.04 . )i i/ Needs Shift Inspection: Sprinklers: Hrs.: Fire Alarm: Hood & Duct: - Monitor: Pre- Fire: _ .;' Permits: Occupancy Type: Inspector: /in T,� s" a- Date :, 310720 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive n 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 • . i • • • • • )1 PCS Structural Solutions Seattle 811 First Avenue, Suite 620 • Seattle, WA 98104 - tel: 206.292.5076 Tacoma 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98102 • tel: 253.383.2797 www.pcs-structural.com STRUCTURAL CALCULATIONS FOR FIAT OF SEATTLE TENANT IMPROVEMENTS TUKINILA, V4IASHINGTON PREPARED BY PCS STRUCTURAL SOLUTIONS AUGUST 21, 2012 12 -411 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 19 2012 • City of Tukwila BUILDING DIVISION REGtivEU . CITY OF TUKMA AUG 2 9 2012 PERMIT CENTER 1)12.2,t1 Structural Solutions Project: Fiat Dealership T. 1. Sheet Originating Office: of ❑ Seattle ❑'raceme Job Number: 12 -471 Name Bret M. Date: 09/20/12 DESIGN CRITERIA CHECKLIST CODE: IBC 2009, ASCE 7 -05 (CONSTRUCTION REQUIREMENTS LOCATION: Tukwila, WA BUILDING TYPE: y - 8 FIRE RATING: 0 SPRLNKLERED7'vEs SPRINKLER SUBSTITUTED FOR FIRE RATING ?I NO (VERTICAL DESIGN CRITERIA 'WIND DESIGN CRITERIA ROOF: DEAD LIVE PARTITION CONCENTRATED 20 PSF 25 PSF BASIC WIND SPEED (V) =Irks 14PB ] • IMPORTANCE. FACTOR (Iw): t.o • EXPOSURE CATEGORY:le • TOPOGRAPHIC FACTOR (K,): 1,0 MEAN ROOF HEIGHT! 30 Fr ROOF SLOPE (_:12): 0.50:12 0 (degrees): 2,39 (Per ASCE 7 -05 Seel ion 6 5 4, Figure 6 -1, or as required by Building Dept.) (Pcr ASCE 7-05 Section 6 5 5 and Table 6-1) (Per ACSE 7.05 Section 6 5.6.3) (Per ASCE. 7 -05 Section 6.5.7.2) (See ASCE 7 -05 Section 6.2 - Definitions) (Enter vertical rise in 12 horizontal units) (SEISMIC DESIGN CRITERIA OCCUPANCY CATEGORY r & It SI'Z'E CLASS: o IMPORTANCE FACTOR (I6): STRIJCTURAI, SYSTEM (R): OVERSTRENGTH FACTOR (04): 5 3.0 (Per IBC Table 1604.5) (Per IBC Section 1613 5 5, Assumed as "D" or per Gcotech.) (Per ASCE 7.05 Table 11 5 -1) (Per ASCE 7 -0i Table 12 2 -1) (Per ASCE 7 -05 Table 12.2 -1) INFORMATION BELOW FROM "EARTHQUAKE SPECTRAL RESPONSE ACCF1ERATION MAPS" CD LATITUDE: 47.457 Ss = LONGITUDE: - 122.253 S1 = 1.419 0.486 1', 1: 1.00 1.51 (DEFLECTION CRITERIA FLOOR (LIVE): FLOOR (TOTAL.): WALLS: Li? 480 Ul 360 u3 360 ROOF (LIVE): ROOF (TOTAL): SPECIAL: I../ 36o L/ 240 L/ (SOIL DESIGN CRITERIA REPORT: BEARING: ACTIVE.: PASSIVE: COEFFICIENT OF FRICTION: PILE TYPE: NO 2000 PSF 35 PCF 250 PCF 0.35 NONE VERTICAL CAPACITY = UPLIFT CAPACITY = Design Criteria - IBC2009 - Revised 10/01/10 Values Shown are Assumed. N/A N/A MINIMUM FOO'T'ING DIMENSIONS: CONTINUOUS: • SPREAD: FR.OST DEPTH: 1' -4" l' -6" I' -6" LATE.RAL.. CAPACITY = SIZE = N/A NIA 12471 Design Criteria - IBC 2009.xls(D1) Structural Solutions Project: Sheet: Originating Office: Fiat Dealership T,I or ❑ seattte ❑ Tacoma Job Number: Name: Date: 12 -471 Bret M. 09/20/12 'MATERIALS 'CONCRETE FOOTINGS/PILES: SLABS/WALLS: 3000 PSI 4000 PS1 COLUMNS: BEAMS: 4000 PSI 4000 PSI I REINFORCING Steel Grade = 60 f,. = 60000 PSI I5-rRUCPURAL STEEL W- Flange Beams Shapes & Plates Pipes Tubes ASTM A992 ASTM A36 ASTM A53, Grade B ASTM A500, Grade B f. fY = rY = 50000 PSI 36000 PSI 35000 PSI 46000 PSI 'MASONRY AS1'M C90 1500 PSI SOLID GROUTED IGLULAM BEAMS 'SCL PRODUCTS 'FRAMING LUMBER E 1b= F, _ Joists & Studs_ 1,._ JY= Beams & Headers Fb Posts & Timbers E_ PC= Simple Spans 24F -V4 1.80E+06 PSI 2400 PSI 1850 PSI 240 PSI 2x SCL 1.30E +06 PSI 17001'81 285 PSI 1400 PSI 2x DF 42 1.60E +06 PSI 900 PSI 180 PSI 1350 PSI 4x DF 42 1.60E+06 PSI 900 PSI 180 PSI 6xDF41 1.60E-106 PSI 1000 PSI Grade = E_ 1'n (uorrom) = 1', (TOY) Cantilevers 24F-V8 1.80E +06 PS1 2400 PSI 2400 PSI 240 PSI 1'''h' SCL 1.80E +06 PSI 2600 PSI 285 PSI 2400 PSI 2x HP 41 1.50E +06 PS1 975 PSI 150 PSI 1350 PSI 4x 1 IF t11 1.50E +06 PSI 975 PSI 150 PSI 3'/2, 51/4 SCL 2.00E +06 PSI 2900 PSI 285 PSI 2600 PSI 6x OF #1 1.60E +06 PSI 1350 PSI 170 PSI Design Criteria - 18C2009 - Revised 10/01/10 12471 Design Criteria - !BC 2009.xIs(M1) Structural Solutions Project Fiat Dealership T.1. Shut: Originating Office: of ❑ wattle i1 Tacoma Job Number.. 12-471 Name. Bret M. Date: 09/20112 'DESIGN CRITERIA - WIND IASCE 7 -05 SECTION 6.4 - METHOD 1 - SIMPLIFIED PROCEDURE BASIC WIND SPEED (V): 85 MPH IMPORTANCE FACTOR (Iw): 1.00 EXPOSURE. CA7'EGOR.Y: B TOPOGRAPHIC FACTOR (K.u): 1.0 MEAN ROOF HEIGHT: ROOF SLOPE (_:12): 0 (degrees): 30 FT 0.5:12 2.39 (ASCE 7 -05 FIGURE 6-2 - MAIN WIND FORCE RESISTING SYSTEM - DESIGN WIND PRESSURES HORIZONTAL PRESSURES ZONE: A B C D - - CASE 1: 11.50 -5.90 7.60 -3,50 - - CASE 2: N/A N/A N/A N/A - - VERTICAL PRESSURES ZONE: E F 0 I1 Eon GOH CASE 1: -13.80 -7.80 -9.60 -6.10 -19,30 -15.10 CASE 2: N/A N/A N/A N/A N/A N/A (ASCE 7 -05 FIGURE 6 -3 - COMPONENTS AND CLADDING - DESIGN WIND PRESSURES ROOF SURFACES Effective Wind Area POSITIVE PRESSURES NEGATIVE PRESSURES ZONE I 2 3 1 2 3 10 SF 5.3 5.3 5.3 -13.0 -21.8 -32.8 20 SF 5.0 5.0 5,0 -12.7 -19.5 -27.2 50 SF 4.5 4.5 4,5 -12.2 -16.4 -19.7 100 SF 4,2 4.2 4.2 -11.9 -14.1 -14.1 WALL. SURFACES & ROOF OVERHANGS Effective Wind Area POSITIVE PRESSURES NEGATIVE PRESSURES ROOF OVERT -TANGS ZONE 4 5 4 5 2 3 10 SF 13.0 13.0 -14 1 -17.4 -18,7 -30,9 20 SF 12.4 12.4 -13,5 -16,2 -18.4 -24.2 50 SF 1 L6 11.6 -12.7 -14.7 -17..9 -15.4 100 SF 11,1 11.1 -12.2 -13.5 -17,7 -8.9 500 SF 9.7 9.7 -10.8 -10,8 - - ASCE 7 -05 SECTION 6.4.2.1.1 & SECTION 6.4.2.2.1 - MINIMUM PRESSURES MAIN WIND FORCE RESISTING SYS'T'EM - MINIMUM PRESSURES ASCE 7 -05 6.4.2.1.1 The load effects of the design wind pressures frorn ASCE 7 -05 Section 6.4.2.1 shall not be less than the minimum load case from ASCE 7 -05 Section 6.1.4.1 assuming the pressures, p„ for Zones A. B, C, and D all equal to +10.0 psf, while assuming Zones E, F, G, and II all equal to 0 psf. COMPONENTS AND CLADDING - MINIMUM PRESSURES ASCE 7 -05 6.4.2.2.1 The positive design wind pressures, p „„,, from ASCE 7 -05 Section 6 4.2.2 shall not be less than +10.0 psf, and the negative design wind pressures, P. from ASCE 7 -05 6.4.2.2 shall not be less than -10.0 psf. Design Criteria - 'BC2009 - Revised 10/01/10 12471 Design Criteria - IBC 2009.xls(L1A(METHODI)) • Structural Solutions Project: Fiat Dealership T.1 Sheer: of Originating Office: ❑ Seattle ❑ Tacoma lob Number: 12 -471 Name: Bret M. Date: 09/20/12 (DESIGN CRITERIA - WIND IFICURE 6 -2, ASCE 7 -05 Main Wind Force Resisting System — Method Figure 6 -2 h 5 60 ft. Design Wind Pressures Enclosed Buildings Walls & Roofs Cam Transverse J Notes: 1. Pressures shown are applied to the horizontal and vertical projections. for exposure R, nl 11=30 ft (9.1m), for 1 -1.0. and K.,, = 1.0. Adjust to other conditions using Equation 6 -1. 2. The load patterns shown shall be applied to each corner of the building in turn as the reference comer. (See Figure 6-10) 3. For the design of the longitudinal MWFRS use 0 = 0 °, and locate the zone EN. 0/11 boundary at the mid- length of the building. 4. Load cases 1 and 2 must be checked for 2S° 0 5 45 °. Load case 2 at 25' is provided only for interpolation between 25° to 30°. 5. Plus and minus signs signify pressures acting toward and away from the projected surfaces. respectively. 6, For roof slopes other than those shown, linear interpolation is permitted. 7. The total horizontal load shall not be less than that determined by assuming ps — 0 in zones 13 & D. 9. The zone pressures represent the following: Horizontal pressure zones Sum of the windward and leeward net (sum of internal and external) pressures on vertical projection of: A - End zone of wall C - Interior zone of wall B - End zone of roof D - Interior zone of roof Vertical pressure zones — Net (sum of internal and external) pressures on horizontal projection of: E - End zone of windward roof 0 - Interior zone of windward roof F - End zone of leeward roof H - Interior zone of leeward roof 9. Where zone E or 0 falls on a roof overhang on the windward side of the building, use Eon and Om for the pressure on the horizontal projection of the overhang. Overhangs on the leeward and side edges shall have the basic zone pretoure applied. 10. Notation: a: 10 percent of least horizontal dimension or 0.43,, whichever is smaller, but not less than either 'I% of least horizontal dimension or 3 ft (0.9 m). h: Mcan roof height, in feel (ureters), except that eavc height shall be used for roof angles <10 °. O Angle of plane of roof from horizontal, in degrees. Design Criteria - 16C2009 - Revised 10/01/10 12471 Design Criteria - IBC 2009.xls(L1B) Structural Solutions Protect: Fiat Dealership T.I Sheet: of Originating Office: Dseattie DTacorna Job Number: 12 -471 Name: Bret M. Date: 09/20/12 DESIGN CRITERIA - WIND 'FIGURE 6-3, ASCE 7 -05 Components land Cladding — Method 1 Figure 6 -3 Design Wind Pressures Enclosed Buildings Walls & Roofs • Gable Roof (8 S 7 °) 11 Notes: Interior Zones Roots -Zan 1 /Walls - Zons4 Hip Roof (7° < 8 S 27 °) Gable Roof (7° < 0 S 45 °) End Zones Comer Zones Rola -Zan 7lWeb• Zone 6 Root -Zona 3 1. Pressures shown are applied namal to the surface, for exposrre B, at h =30 ft (91m), for 1 =1.0, and Ka= 1.0. Adjust to other conditions using Equation 6 -2. 2, Phis and minus signs signify pressures acting toward and away from the surfaces, respectively. 3. Fa• hip roofs with 0525 °, Zone 3 shall be treated as Zone 2. 4. For effective wind areas between those given, value may be interpolated, otherwise use the value associated with the lower effective wind area. 5. Notation: a: 10 percent of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft (0.9 m). h: Mean roof height, in feel (meters), except that eave height shall be used for roof angles <10 °. O Angle of plane of roof from horizontal, in degrees. Design Criteria - IBC2009 - Revised 10/01/10 12471 Design Criteria - IBC 2009.xIs(L1 C) Structural Solutions Project: Fiat Dealership T.I. Sheet Originating Office: of ❑ Seattle ❑ Tacoma Job Number: 12 -471 Name. Bret M. Date: 09/20/12 1DESTGN CRITERIA - SEISMIC (ASCE 7-05 SECTION 12.8 - EQUIVALENT. LATERAL FORCE PROCEDURE OCCUPANCY CATEGORY: 1 & 11 SUE CLASS: D IMPORTANCE FACTOR (I0): 1 STRUCTURAL SYSTEM (R): 5 OVERSTRENGTH FACTOR (f2o): 3 IASCE 7 -05 SECTION 11.4 SEISMIC GROUND MOTION VALUES LATITUDE: LONGITUDE: Ss = S,= Fe = F, = 47.457 - 122.253 1.419 0.486 1 1.514 Section 11.4.3 - Adjusted Maximum Considered Earthquake Spectral Response Acceleration Parameters SMS= a *Ss = 1.419 SMI Fv *SI= Section 11.4.4 - Design Spectral Response Acceleration Parameters SDs = 2 /3 *SMS = 0.946 Sol = 2/3 *SM, = 0.491 0.736 (ASCE 7 -05 SECTION 11.6 - SEISMIC DESIGN CATEGORY - SECTION 12.8.2 - PERIOD DETERMINATION ASCE. 7 -05 TABLE 1 1.6 -1 SEISMIC DESIGN CATEGORY BASED ON SDs OCCUPANCY CATEGORY: 1 & 11 111 IV < 0.167g A A A <0.33g 13 13 C < 0.50g C C D >= 0,50g D D D D TABE,F, 11.6 -2 SEISMIC DESIGN CATEGORY BASED ON SDI OCCUPANCY CATEGORY: 1 &11 I11 IV < 0.067g A A A <0.133g 13 13 C < 0.20g C C D >= 0.208 D D D D Each building and structure shall be assigned to the most severe Seismic Design Category in accordance with Table 11.6 -1 or Table 11.6 -2, irrespective of the fundamental period of vibration of the structure. PERIOD DETERMINATION: 0,02 30 FT 0.75 0.256 (ASC.E 7 -05 SECTION 12.8.1.1 - SEISMIC RESPONSE COEFFICIENT GENERAL EQUATION: MAXIMUM: Cs = SDs /(R /I) = 0.189 Cs = SD,/(T *(R /I)) = 0.383 MINIMUM: DESIGN CATEGORIES A,B,C, & D Cs 0.044 *Su, *I — 0.042 DESIGN CATEGORIES E & F Cs — 0.5 *S, /(R /I) = 0.049 <-- CONTROLS ASCE 7 -05 SECTION 12.8 1 - SEISMIC BASE SHEAR V =Cs *W= V/1.4 = Cs /1.4 *W = 0.189 *W 0.135 *iV Design Criteria - IBC2009 - Revised 10/01/10 <- Ultimate <- Allowable W = the total dead load and applicable portion of other loads as indicated in Section 12.7.2 12471 Design Criteria - IBC 2009.x1s(L2) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.457 Longitude = - 122.25300000000001 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.419 (Ss, Site Class B) 1.0 0.486 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.457 Longitude = - 122.25300000000001 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1.514 Period Sa (sec) (g) 0.2 1.419 (SMs, Site Class D) 1.0 0.735 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.457 Longitude = - 122.25300000000001 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.514 Period Sa (sec) (g) 0.2 0.946 (SDs, Site Class D) 1.0 0.490 (SDI, Site Class D) Structural Solutions Seattle Tacoma - Project: F1 4 T-)EA. LAC' (2`-; 1 "r:T. Job No. I2°1 Subject: Sheet Name. are-fi-7:‘,/ Originating Office: Seattle El Tacoma Date (- 19- 12- F,AkiN 61) Ft-LP-17)1 1L L L (5•J6'v.}) H kts 1-4444% 41 ff,rir..) V44, c Fsy-1•4:..11 e",41 t• r I 6 '1:2 C. • C. 1 Ati Lo.21 r- t••• ' • I r-...-: .). t\ ' 1 :c-4c--' 10 G)e, erz.- -7 42 S4-cesx.12 t4E.T LPL,' i-7-7 414,G 811 First Avenue, Suite 620 - Seattle, WA 98104 • tel: 206.292.5076 www.pcs-slruclural.com 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 Structural Solutions Project: Filar'r P TM. Job No. 12-'17 l Subject: Sheet Name. efae'r M Originating Office: 1:1 Seattle LjTacoma Date. ./LAL\ r roc F>14 E-r .5 In. P2.17. 431,-1A FC-!-PN- tL C Ca_noc:, I c„,2, 54 L'r- 4- -115157' C - f 5-1-tirs _ 010,1 tbiz -apf-s( t4c/ › S1-1- I C.'t' MAA.Se IFA", s 15 10.4.1t.,* 57.-r 7-77 tit; HSS 41-4"r • Seattle I 811 First Avenue, Suite 620 • Seattle, WA 98104 • tel: 206.292.5076 www,pcs-structuratcom Tacoma 1 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 tel: 253.3812797 Structural Solutions Project: Fl! LE.QSt1 P T.Z Job No. 12`4-711 Subject: Sheet Name: atienr J Originating Office: J Seattle 0 Tacoma Date. a'I(v' 12 Pi617 4L. t 7.. I ,Jy-. PArtr1'11 cN,) Sw FIYP`T 4. 12 c-,PA< -ls (et • b 1A-44 'X.- SPsf. M LoAt) IWL{Zr 2tvc.7I*F P-1,4 = .412l -� Ir -- A->vi A : +4,c1r :, r ..1-E ;i ! z." 3'� -�' , j -rep r %e. Seattle 811 First Avenue, Suite 620 - Seattle. WA 98104 • tel: 206.292.5076 Tacoma 1 1250 Pacific Avenue, Suite 701 •Tacoma, WA 98402 • tel: 253.383.2797 so. www.pc:s -s tructu ral.com CANTILEVERED POLE FOOTING Fiat of Seattle T.I. Interior Partition Support Posts Load combination Wind Load Load Duration 1.33 Pole height, feet 12.00 Lateral load,Ibs 180 Load height, feet 12.0 Uniform load on pole. pif 0 Footing diameter, feet 1.00 Soil passive lateral bearing pressure, pcf 200 Moment at top of ftg, ft -Ibs 2160 at c.g. of element from top of footing over 2 times the footing diameter Fb Psi S in^3 Diameter inches Square Inches WOOD POLE SIZE 1.200 16.2 4.5 4.6 STEEL PIPE SIZE 27,600 0.7 diameter equation set to zero Footing depth, feet to satisfy moment 0 3.47 to satisfy shear 0 0.95 Fb Psi S in^3 Diameter inches Square Inches WOOD POLE SIZE 1.200 16.2 4.5 4.6 STEEL PIPE SIZE 27,600 0.7 diameter 08 -01 -2013 City of Tukwila Jint Ilaggerton, A./ayor Department of Community Development Jack Pace, Director TERESA FORTINO 6021 12 ST E, STE 201 TACOMA WA 98424 RE: Permit No. D12 -287 FIAT OF SEATTLE 301 BAKER BL TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 09/15/2013. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 09/15/2013, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D12 -287 6300 Southcenter Boulevard. Suite II 100 • Tuk%l'ila. Washington 98188 • Phone 206-431-3670 • 1 av 206 - 431 -3665 WERNiIT COORD COPS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -287 PROJECT NAME: FIAT OF SEATTLE SITE ADDRESS: 301 BAKER BL DATE: 08/28/12 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMEN S: ivc& ,,, r J�L B in ir ivision ) F a Prevention 4 -GL Vublic Woror k 3o Structural 1-4/ O\�I (� Planning Division Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 1)-t2 Incomplete n DUE DATE: 08/30/12 Not Applicable ❑ Comments: Permit Center Use Only • • INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route tYjj Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/27/12 Approved ❑ Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Contractors or Tradespeople Peer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEN 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 KEITH A JOHNSON DEVELOPMENT CO UBI No. 602189707 Phone 2069999500 Status Active Address 119 Nellis Rd License No. KEITHJD973DF Suite /Apt. License Type Construction Contractor City Bothell Effective Date 3/6/2003 State WA Expiration Date 3/18/2013 Zip 98012 Suspend Date County Snohomish Specialty 1 General Business Type Individual Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date JOHNSON, KEITH ALAN Owner 03/06/2003 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 CBIC SE8335 02/21/2003 Until Cancelled $12,000.00 03/06/2003 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 2 CBIC INSSE8335 02/21/2004 02/21/2013 $300,000.00 01/04/2012 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions /Citations Information No records found for the previous 6 year period 1/k° https: // fortress .wa.gov /lni/bbip /Print.aspx 09/25/2012 "Lr J • ■ �vJ air Ms � Gv 301 BAKER BOULEVARD TUKWILA, WASHINGTON 98188 -2905 PERMIT SET Z� _FL 1 PLANNING APPROVED changes can be made to these plans without approval from the Planning Division of DCD Approved By: Date: OWNER OB PROPERTIES P.O. BOX 726 BELLEVUE, WA g800q CONTACT: MICHAEL O'BRIEN PHONE: (425) 283 -5531 FAX: (425) 283 -555q PROJECT MANAGER ERIC HANSEN PHONE: (2%) 604 -7g4I FAX: (2%) 284 -2733 ARCHITECT HELIX DESIGN GROUP 6021 12th STREET EAST SUITE 201 TACOMA, WA 98424 CONTACT: JOE MISSEL PHONE: (253) q22 -8037 FAX: (253) 922 -6489 SYMBOLS BUILDING SECTION SECTION LETTER SHEET NUMBER WALL SECTION SECTION NUMBER SHEET NUMBER GRID LINE DESIGNATION C.O.S. = center of structure F.O.S. = face of structure (E) = existing DETAIL DETAIL NUMBER SHEET NUMBER INTERIOR ELEVATION ELEVATION NUMBER SHEET NUMBER DOOR DOOR NUMBER RELITE RELITE NUMBER REVISION REVISION MATCHLINE NORTH ARROW 3A 6D0 6A 3D RI00 MATCHLINE ■ 1 1 = 1 . NORTH GENERAL NOTES I. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES. WHERE MORE TI-IAN ONE CODE OR ORDINANCE CONFLICT WITH EACH OTHER, THE MORE RESTRICTIVE CODE SHALL GOVERN. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AT THE SITE AND SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY UNCERTAINTIES OR DISCREPANCIES WITH DRAWINGS. 3. THE CONTRACTOR SI-IALL VERIFY THE LOCATIONS OF ALL UTILITIES AT THE SITE, PROTECT THEM FROM DAMAGE AND REPORT ANY DISCREPANCIES WITH DRAWINGS. 4. THE CONTRACTOR SI-IALL INSURE THE HEALTH AND SAFETY OF TI-IE PUBLIC AND ALL WHO ENTER THE BUILDING DURING CONSTRUCTION. 5. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE WORK OF SUBCONTRACTORS AND ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. 6. DRAWINGS SHALL NOT BE SCALED. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY CONFLICTS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN, PERMITTING AND CONSTRUCTION OF MECHANICAL AND ELECTRICAL WORK AS REQUIRED TO ACCOMMODATE CONSTRUCTION AND SHALL PROVIDE ALL NECESSARY 51-1AFTS, OPENINGS, BASES AND STRUCTURAL SUPPORT FOR DUCTS, CONDUITS AND EQUIPMENT. 8. DIMENSIONS ON PLANS ARE TO FACE OF STUD, CENTER OF COLUMN, CENTER OF MULLION OR FACE OF CONCRETE. UNLESS OTHERWISE NOTED. q. LABORATORY TESTING AND INSPECTION REQUIRED FOR ALL EARTHWORK COMPACTION, SITE WELDING, HIGH STRENGTH BOLTING AND ALL STRUCTURAL CONCRETE. CONTRACTOR TO PROVIDE INDEPENDENT TESTING LAB FOR ALL CODE REQUIRED TESTING. 10. REPAIR/REPLACE EXISTING WALL, FLOOR, AND CEILING FINISHES TO MATCH EXISTING ADJACENT FINISHES WHEN DAMAGED DURING COURSE OF CONSTRUCTION. II. DEMOLISH ALL EXISTING BUILDING COMPONENTS NECESSARY TO CONSTRUCT WORK. CAP ALL EXISTING UTILITIES (PLUMBING, ELECTRICAL, AND MECHANICAL) BEHIND WALLS, FLOORS, ETC. INTERIORS HELIX DESIGN GROUP 6021 12th STREET EAST SUITE 201 TACOMA, WASHINGTON 98424 CONTACT: JOE MISSEL PHONE: (253) q22 -8037 FAX: (253) 922 -6499 GENERAL CONTRACTOR TO BE DETERMINED PROJECT INFORMATION PARCEL NUMBER GOVERNING CODE FLOOR AREA MOTOR VEHICLE 51-1OWROOM (B OCCUPANCY) MOTOR VEHICLE REPAIR GARAGE (5 -1 OCCUPANCY) TOTAL OCCUPANCY GROUPS IBC CHAPTER 3 CONSTRUCTION TYPE IBC TABLE 503 MAXIMUM ALLOWABLE BUILDING HEIGHT IBC TABLE 503 MAXIMUM ALLOWABLE BUILDING STORIES IBC TABLE 503 ALLOWABLE FLOOR AREA IBC TABLE 503 FIRST FLOOR FIRE SPRINKLERS IBC CHAPTER q FIRE ALARM AND SMOKE DETECTION IBC CHAPTER q OCCUPANT LOAD IBC TABLE 1004.1.2 SHOWROOM / OFFICE MOTOR VEHICLE GARAGE TOTAL TOILET FIXTURE REQUIREMENTS GROUP B OCCUPANTS GROUP 5 -I OCCUPANTS TOTAL MENS FIXTURES REQUIRED (WC = 2:I6 -35) WOMENS FIXTURES REQUIRED (WC = 2:I6 -35) TOILET ROOMS EXISTING MENS FIXTURES EXISTING WOMENS FIXTURES EXISTING 0223100075 2009 INTERNATIONAL BUILDING CODE WASHINGTON STATE AMENDMENTS I I, q78 5Q. FT. 4,364 SQ. FT. 16, 342 SQ. FT. B - BUSINESS (MOTOR VEHICLE 51-1OWROOM) SI - STORAGE (MOTOR VEHICLE REPAIR GARAGE) V -B (NON - RATED) (COMBUSTIBLE CONSTRUCTION) 60 FT 2 STORIES 22,500 SQ. FT. ALL INTERIOR SPACES SHALL BE PROTECTED BY AN AUTOMATIC FIRE SPRINKLER SYSTEM ALL INTERIOR SPACES SHALL BE PROTECTED BY AN AUTOMATIC SMOKE DETECTION AND FIRE ALARM SYSTEM WITH A MUNICIPAL TRIP CIRCUIT q5 OCCUPANTS 6 OCCUPANTS 103 OCCUPANTS 11,q78 SQ. FT. / 200 = 60 OCCUPANTS 4,364 SQ. FT. / 5,000 = I OCCUPANT 61 OCCUPANTS (1/2 MEN AND 1/2 WOMEN) 2 WC / 1 LAV 2 WC / I LAV 2 MENS / I WOMENS 2 WC / 3 URINAL / 2 LAVS 2 WC / I LAV EXITING REQUIREMENTS I. EVERY SPACE THAT 15 AN ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD OF THE SPACE POSTED IN A CONSPICUOUS PLACE ON AN APPROVED SIGN NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE SPACE. - IBC 1004.3 2. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. - IBC 1008.1.8 3. ACCESS TO EXITS SI-IALL BE MARKED BY APPROVED, READILY VISIBLE S1GNAGE IN ALL CASES WHERE EXIT WAY TO REACH THE EXIT IT 15 NOT READILY APPARENT TO THE OCCUPANTS. - NFPA 101 7.10.1.5.1 ACCESSIBILITY I. WHEN A BUILDING, OR A PORTION OF A BUILDING, IS REQUIRED TO BE ACCESSIBLE, AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO EACH PORTION OF THE BUILDING, TO ACCESSIBLE BUILDING ENTRANCES CONNECTING ACCESSIBLE PEDESTRIAN WALKWAYS AND THE PUBLIC WAY. IBC 1104 VICINITY MAP N.T.S. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. ROTE: Revisions will require a new plan submittal and may include additional plan reviel,.! fees. I. NORTH SHEET INDEX GENERAL DRAWINGS GO0I COVER 51-IEET G002 SITE PLAN G020 SPECIFICATIONS ARCHITECTURAL DRAWINGS AI00 FLOOR PLAN A120 REFLECTED CEILING PLAN A200 SCHEDULES A300 EXTERIOR ELEVATIONS AND WALL SECTIONS STRUCTURAL DRAWINGS 50.01 GENERAL NOTES 50.02 GENERAL NOTES 50.03 GENERAL NOTES 51.01 PARTIAL PLANS AND DETAILS MECHANICAL DRAWINGS PERMIT DOCUMENTS WILL BE DEFERRED TO CONTRACTOR'S DESIGN -BUILD SUBMITTAL ELECTRICAL DRAWINGS PERMIT DOCUMENTS WILL BE DEFERRED TO CONTRACTOR'S DESIGN -BUILD SUBMITTAL FIRE PROTECTION DRAWINGS PERMIT DOCUMENTS WILL BE DEFERRED TO CONTRACTOR'S DESIGN -BUILD SUBMITTAL EXTERIOR SIGNAGE DRAWINGS PERMIT DOCUMENTS WILL BE DEFERRED TO OWNER'S DESIGN -BUILD SUBMITTAL REVIEWED FOR CODE COMPLIANCE APPROVED SEP 19 2012 City of u iia BUILDING `21 ISION SCOPE OF WORK I. NEW CONSTRUCTION CONSISTING OF INTERIOR TENANT IMPROVEMENTS, EXTERIOR BUILDING FACADE IMPROVEMENTS AND ASSOCIATED DEMOLITION WORK. 2. EXTERIOR SIGNAGE 15 NOT INCLUDED WITHIN TI-115 SCOPE OF WORK. PERMIT DOCUMENTS WILL BE DEFERRED TO OWNER'S DESIGN -BUILD SUBMITTAL. 3. THERE IS NO CIVIL OR LANDSCAPE WORK ASSOCIATED WITH THIS PROJECT. SEPARATE PERMIT REQUIRED FOR Meta anicai Plumbkig Gas Piing City of Tukwila o BUILDING DIVISION FILE COPY Permit No. 12 I Play review approval is subject to errors and omissions. Approval of construction docu 4 = does not authorize TIE_ violation of an , ado. ► . or ordinance. Receipt of approved Fie : �, •, f is acknowledged: City Of Tukwila BUILDING DIVISION CITY OF TUI<\ V AUG 2 9 2012 PERMIT CENTER 112 -2701 Helix design group AMERICAN INSTITUTE OF ARCHITECTS LOW CATE STATE OF WASHINGTON HELIX DESIGN GROUP INC FIAT OF SEATTLE TENANT IMPROVEMENT TUKWILA, WA REVISION DATE DATE JOB NO. 08.28.12 a12 -060 PERMIT SET G001 DRAWING NO. © HELIX DESIGN GROUP: ALL RIGHTS RESERVED. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group 1 2 3 4 5 6 7 8 A SITE PLAN LEGEND DESCRIPTION 1 SYMBOL AND TEXT PROPERTY LINE ADEJACENT PROPERTY EXISTING BUILDING TENANT IMPROVEMENT EXISTING RETAINING WALL existing retaining wall to remain EXISTING CONCRETE SIDEWALK existing concrete walk to remain POST INDICATOR VALVE (P.I.V.) existing (E) F(F.IRE D.C/P ARTMENT existing (E) EXIISNTING MONUMENT description existing (E) CEt4TERLINE OF ROAD description DEMOLISH EXISTING ENTRY PORTAL AND ASSOCIATED CONCRETE FOUNDATIONS BELOW GRADE. INFILL AND PATCH CONCRETE PLAZA AS REQUIRED TO MATCH (FINISH AND TEXTURE) EXISTING SURFACE. DEMOLISH EXISTING ENTRY ROOF AND WALLS 502 U • • MIMI • • MD _ .. • • OUTLINE BUILDING (E) AREA : /TENANT'% IMPROVEMENT t_ CONCRETE RETAINING HALL (E) -r ; 7 —; i —f- , — CONCRETE CURB (E) 43P.I.V.(E) CONNECTION OF.D.C.(E) _ SIGN (E) c. STREET NAME EXISTING ROAD existing (E) DEMO ITEM description of item k EDGE OF PAVEMENT (E) 1 DEMO ITEM 10 SITE PLAN NOTES SYMBOL NOTE 501 DEMOLISH EXISTING ENTRY PORTAL AND ASSOCIATED CONCRETE FOUNDATIONS BELOW GRADE. INFILL AND PATCH CONCRETE PLAZA AS REQUIRED TO MATCH (FINISH AND TEXTURE) EXISTING SURFACE. DEMOLISH EXISTING ENTRY ROOF AND WALLS 502 A B B D t.. MOO ••— ,• *OIMP_••. PROPERTY LINE LINE OF REQUIRED SETBACK E mow • 1• a■J 0_0 Lamm _•j •_ • • fimmo • • a •1 •' •I •I • •i •i 'i • •i • •; •/ f • Z I • 2I `g i • • •, b 4 F BAKER BLVD. EXISTING CONCRETE SIDEWALK (TYPICAL) 1 � 1 7// I I i I .' . __ • •_ ■∎... a _• . Imai ... • • awn .. — *AI — • • . —• • m .. a .. — • • �..„...-- EXISTING LAWN --""" SALES LOT (E) SALES LOT (E) a EXISTING LAWN p • • • • O 0 •• MOM S•, SITE PLAN • • MEND • • 41■I1 • ACURA DEALERSHIP (E) • • (E) • P.I.V.(E) EXISTING CONCRETE CURB /ISLAND (TYP) SALES LOT (E) H J 1 K — ••— •• _._• —.•MINN, .. —••.• b 4 EXISTING LAWN SALES LOT (E) SALES LOT (E) J SALES LOT (E) EXISTING ASPHALT PARKING LOT (TYP) ACURA LOT FIAT LOT EXISTING P.I.V. AND F.D.C. (TYPICAL OF 2) (E) F.D.C.(E) EXISTING ASPHALT PAVING, CURB AND STRIPING (E) X4'.6 (E) • • • BUILDING (E) (E) EXISTING CONCRETE PLAZA (TYP) • • I01 _0" • • • • • 1 • • • • • • • • NC • • • HC \ \ \`\ \\ �' � \\\\:\:\ \ \ \ \ \, FIAT \, CAR`DEALER5NIP \ v \TENANT IMPROVEMENT, v`v \ \ \ \ \ ' \\ \ \ \. LIMITS OF WORK FOR THIS PERMIT \ \ ` \ \ \ \\ \ \\ \ \ \ `\ \ \\ \ • • • • • • • EXISTING CONCRETE RETAINING WALL • • • • • \ • REVIEWED FOR CODE COMPLIANCE APPROVED SEP 19 2012 City of Tukwila BUILDING DIVISION \\• ■ • • 2 3 4 5 6 design group AMERICAN INSTITUTE OF ARCHITECTS LOWE CATE ATE OF WASHINGTON HELIX DESIGN GROUP INC 7 SITE PLAN FIAT OF SEATTLE TENANT IMPROVEMENT TUKW I LA, WA ` REVISION DATE • • 14 41°7 • • • • • • • •• =IOW •• •• •• =IMP •• =NM •• •• =NM •• =ISM •• MINIM •• MIMI •• MEM • • MMI • • =MD • • ■■=1 • • MEM • • =NMI • • IM11111 • • UMW • • IMOD • • MIND • • 11■1 • • •• •• IIIMIND • • MIMI, • • l■ • • 1■I • • MEM • • MEM • • IMMO • • UMW • • OMNI • • 61•11. • • 1■11 • • •11111.1V • NORTH f\ SCALE: I "= 20' -O" c D E F G 1 H a12- 060- SP- OI.DWG • • 9 DATE JOB NO. 08.28.12 a12 -060 PERMIT SET RLL r:.1u1 CITY OF UK V' n. AUG 292012 10 PERMIT CENTER G002 20' 0' 10' 40' J 1 K DRAWING NO. © HELIX DESIGN GROUP: ALL RIGHTS RESERVED. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group 1 2 3 4 5 6 7 8 9 10 A g C F H J 1 K SPECIFICATIONS GENERAL: THE FOLLOWING SPECIFICATION INFORMATION DESCRIBES THE LEVEL OF QUALITY, FINISH, AND COLOR FOR PRODUCTS AND MATERIALS TO BE USED FOR THE PROJECT. DIVISION I - GENERAL REQUIREMENTS GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION The General Conditions of the Contract for Construction, Document A20I, issued by the American Institute of Architects, 1997 Editions, and its Supplements and Amendments contained herein, related directly to the Work of the Project and is hereby made a part of the Contract as though fully contained in these Specifications. SUMMARY OF WORK 1.0 New construction consisting of Interior Tenant Improvements, Exterior Building Facade Improvements and associated demolition work. 1.1 Provide all Work required to complete the project as shown in the Contract Documents. 1.2 The General Contractor shall coordinate all trades involved in project. PRODUCTS 1.0 All materials to be new materials and equipment, fixtures and systems. Include all trim, accessories and incidental items to complete the work. Transport, handle, store and protect Products in accordance with Manufacturer's Instructions. 1.1 If a specific item is not identified, the item shall match building standard (materials used predominantly throughout the facility) for type, quality, and finish. SUBMITTALS 1.0 Product Data, Shop Drawings, Test Reports, Manufacturer's Instructions and Samples shall be submitted to Architect /Engineer for review for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. 1.1 Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of Product required, field dimensions, adjusted construction Work, and coordination of information is in accordance with requirements of the Work and Contract Documents. Allow 15 days for submittal reviews. QUALITY CONTROL 1.0 Comply with the specified referenced Standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. Maintain tolerances in accordance with References, Standards and Manufacturer's requirements. 1.1 References or Standards: For Products or workmanship specified by association, trade or other consensus standards, comply with requirements of the standards, except when more rigid requirements are specified or required by applicable codes. 1.2 Inspection and Testing Services: Owner will appoint and employ services of an independent firm to perform inspection and testing. Reports will be submitted by the independent firm to the Architect, Engineer, Owner and Contractor indicating observations and results of tests and indicating compliance or non- compliance with Contract Documents. REGULATORY REQUIREMENTS 1.0 Conform to International Building Code and Local Building Department requirements for design, fabrication and erection of all Work. CUTTING AND PATCHING 1.0 Preparation: Provide temporary supports to ensure structural integrity of the work. Provide devices and methods to protect other portions of Project from damage. Provide protection from elements for areas which may be exposed by uncovering work. 1.1 Cutting: Execute cutting and fitting including excavation and fill to complete the work. Remove and replace defective or non- conforming work. Employ skilled and experienced installer to perform cutting for weather exposed and moisture - resistant elements and sight - exposed surfaces. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior approval. 1.2 Patching: Execute patching to complement adjacent work. Execute work by methods to avoid damage to other work and which will provide appropriate surfaces to receive patching and finishes. Employ skilled and experienced installer to perform patching for weather exposed and moisture - resistant elements and sight - exposed surfaces. Refinish surfaces to match adjacent finish. For continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit. SUBSTITUTIONS 1.0 Product Options: Products Specified by Reference Standards or by Description Only - Any Product meeting those standards or description. Products Specified by Naming Manufacturer - Submit a request for substitution for any manufacturer not named. 1.1 Substitution requests will only be accepted during the bidding period. 1.2 A request constitutes a representation that the Bidder: Has investigated proposed Product and determined that it meets or exceeds the quality level of the specified Product. Will provide the same warranty for the Substitution as for the specified Product. COLORS AND MATERIALS 1.0 Any colors or finishes not specified shall be reviewed and selected by Helix Design Group prior to their procurement by the Contractor. 1.1 Refer to Colors and Materials Schedule on Sheet A200 and Sheet A300. DIVISION 2 - SITEWORK REGULATORY REQUIREMENTS 2.0 Conform to applicable codes for demolition work and disposal of debris. 2.1 Obtain regpired permits from authorities. DEMOLITION 2.0 Preparation: Protect existing material, structure and finishes that are not to be demolished. Protect existing landscaping materials. 2.1 Demolition: Demolition and removal of all items required to accommodate new work. Relocation piping, conduit, wiring, cabling and other items noted, including temporary utility shut down and reconnection. 2.2 Coordination: Demolish in an orderly and careful fashion. Protect existing building components, finishes, materials and eqpipment not to be demolished. Remove demolished materials from site. Deposit material at approved dumping sites. Do not bury or burn material on site. Demolition of existing work /items shall include removal of all connections and fasteners, blocking, etc. associated with the work or item to be demolished. Do not modify or cut any structural member, wall or condition unless approved by architect and structural engineer in writing. DIVISION 3 - CONCRETE REFERENCES Refer to Latest Editions; ACI 301 - Specifications for Structural Concrete ACI 302 - Guide for Concrete Floor and Slab Construction ACI 305R - Hot Weather Concreting ACI 306R - Cold Weather Concreting ACI 308 - Standard Practice for Curing Concrete ACI 318 - Building Code Requirements for Reinforced Concrete ASTM E 1643 -98 Standard Practice for Installation of Water Vapor Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs ENVIRONMENTAL REQUIREMENTS 3.0 Conform to recommendations of ACI 305R and ACI 306R for Concrete Construction during cold, hot or wet weather. DIVISION 5 - METALS REFERENCES Refer to Latest Editions; AISC - Code of Standard Practice Manual of Steel Construction Allowable Stress Design ASTM A36/A36M - Specifications for Structural Steel ASTM A53 - Hot- Dipped Zinc- coated Welded and Seamless Steel Pipe ASTM A153 - Zinc Coating (Hot Dip) on Iron and Steel Hardware ASTM A525 - Steel Sheet, Zinc - Coated, Galvanized by the Hot -Dip Process AWS DI.1 - Structural Welding Code SSPC - Steel Structures Painting Manual METAL FABRICATIONS 5.0 Steel Sections: ASTM A%. 5.1 Steel Tubing: ASTM A500, grade B. 5.2 Plates: ASTM A36. 5.3 Pipe: ASTM A53 / grade B, schedule 40. 5.4 Bolts, Nuts and Washers: ASTM A307 galvanized to ASTM AI53 for galvanized components ASTM A325. 5.5 Welding Materials: AWS D1.1; type required for materials being welded. FINISHES - STEEL 5.0 Shop and Touch -Up Primer: SSPC 15, type I, red oxide. 5.1 Touch -Up Primer for Galvanized Surfaces: SSPC 20, Type I, inorganic, zinc rich. 5.2 Prime paint interior steel with one coat. All steel exposed to outdoor atmosphere or indicated on drawings to have hot- dipped galvanized finish, minimum 2.0 oz/ sq, ft zinc coating in accordance with ASTM A3%. DIVISION 7 - TNERMAL AND MOISTURE PROTECTION REFERENCES Refer to Latest Editions; AI51 - American Iron and Steel Institute - Stainless Steel Uses in Architecture ASTM A525 - Steel Sheet, Zinc Coated (Galvanized) by the Hot -Dip Process ASTM 0665 - Mineral Fiber Blanket Thermal Insulation for Light Frame Construction ASTM 13209 - Aluminum and Alloy Sheet and Plate NFPA 101 - Code for Safety to Life from Fire in Buildings and Structures. NWCB - Northwest Wall and Ceiling Bureau NRCA - National Roofing Contractors Association Roofing Manual SMACNA - Architectural Sheet Metal Manual SWRI - Sealant, Waterproofing and Restoration Institute - Sealant and Caulking Guide Specification INSULATION 7.0 Thermal Batt Insulation: ASTM C665, pre - formed glass -fiber batt, unfaced, friction fit, widths required for snug friction fit between framing free of gaps or voids. R -19 @ exterior walls. 7.1 Vapor Retarder (concealed): 6 mil, clear polyethylene film. 7.2 Sound Batt Insulation: ASTM C665, pre- formed, 3 -1/2 inch thickness, glass -fiber batt friction fit, unfaced, widths required for snug friction fit between framing free of gaps or voids. 7.3 Mineral Wool Insulation: ASTM C665, mineral fiber, unfaced. For miscellaneous packing. 7.4 Tape: Polyethylene self- adhering type, 2 inch wide. WATER RESISTANT BUILDING BARRIER 7.0 Membrane Flashing (vertical surfaces): W.R. Grace and Co. Vycor V40. 40 mil self - adhered flashing. 36 inch wide rolls. 7.1 Membrane Flashing (openings / penetrations / non-roof areas): W.R. Grace and Co. Vycor Plus. 25 mil self - adhered flashing. 12 inch and 18 inch wide rolls. 7.2 Membrane Flashing (opening corners): W.R. Grace and Co. VYCORner. 7.3 Membrane Flashing Installation: Install membrane flashing at locations of Aluminum Panels and exterior wall areas requiring patching of exterior finishes. ALUMINUM PANELS 7.0 Wall Panels: Alpolic by Mitsubishi Chemical FP America, Inc. Pre - finished, engineered, standard aluminum faced composite metal panel, route and return dry seal system. Panel shall consist of an exterior face skin of 0.020 inch aluminum alloy 3105 H14, an interior core of thermoplastic material and a back face skin of 0.020 inch aluminum alloy 3105 HI4. Panel thickness = 4 mm. Panel sizes: Available to maximum size of 62 inch x 290 inch. 7.1 Manufacturer's Representative: Architectural Systems, Inc. Contact: 1- 800 -422 -7270. 7.2 Attachment System: Manufacturer's concealed fastener, Dry Seal system (DS). Reveals: 1/2 inch width. Comply with manufacturer's installation details no. 2DS, 3D5, 5D5, qDS, IODS, IIDS and 12ADS (parapet option 2). 7.3 Factory Finish: LUMIFLON resin system (FEVE). Coil coated with a 2 -coat fluoropolymer coating (FEVE) paint finish. Custom Color. 7.4 Accessories: Provide manufacturer's standard related flashings, sealants, clips, anchorage devices and attachments, fasteners and accessory products for complete system. 7.5 Installation: Install panels plumb, level and true, in compliance with manufacturer's recommendations. Anchor panels securely in place. 7.6 Guide Specifications: Comply with manufacturer's guide (MANU -SPEC) specifications. 7.7 Warranty: Provide manufacturer 20 year finish warranty. 7.8 Tolerances: Maximum deviation from horizontal and vertical alignment of installed panels 1/4 inch in 20 feet maximum, noncumulative. SHEET METAL GUTTERS, DOWNSPOUTS, FLASHING AND TRIM 7.0 Aluminum Flashing and Trim: Minimum 24 gauge (0.040 inch) thickness, aluminum. 7.1 Flashing System: Fry Regiet - Springlok Flashing System, minimum 24 gauge thickness, aluminum, reglet and springlock flashing. Provide factory fabricated corners and accessories for complete installation. Stucco Walls: type ST- stucco. of 7.2 Fasteners: Stainless steel screws with soft neoprene washers. Aluminum or stainless steel rivets. 7.3 Fabrication and Installation: Comply with SMACNA manual. Fabricate and seal metal joints watertight. Allow for expansion joints. Secure flashings using concealed fasteners and cleats. Use exposed fasteners only where shown on drawings. 7.4 Aluminum Finish: Factory finish. Color and finish to match Aluminum Panels, as specified in ALUMINUM PANELS. 7.5 Installation @ Openings: Exterior wall locations scheduled for installation of Aluminum Panels above existing door and window openings, install metal head flashing at openings. CAST -IN -PLACE CONCRETE 3.0 Scope of Work: Limited to cutting and patching of existing interior concrete slabs and exterior plaza slabs. Entire removal of interior slabs within any space not permitted unless approved by architect and structural engineer in writing. 3.1 Concrete (limited to patching slab on grade): 3000 psi @ 28 days, 14/C ratio = 0.45, Fly Ash 100 PCY, maximum aggregate size 3/4 inch, Fibrous "Fibermesh" reinforcing. 3.2 Air Entrainment Admixture: ASTM C260 at all exterior concrete. 3.3 Bonding Agent: 100% acrylic emulsion; manufactured by the Burke Company. 3.4 Non- Shrink Grout: Master Builders "Masterflow 555" or eqpal. 3.5 Joint Filler: ASTM D994 asphalt impregnated fiberboard or felt, 1/4 inch thick, full depth of slab. 3.6 Vapor Barrier: 15 -mil thick under -slab polyolefin vapor barrier (WVTR 0.01 perm) meeting ASTM E154, ASTM E96 and ASTM E1745 Class A requirements. Provide manufacturer's red polyethylene tape, cold weather tape and mastic. Manufacturer: Stego Wrap. 3.7 Concrete Floor Sealer: As specified in PAINTS AND COATINGS. CONCRETE FINISHING 3.0 Exterior Slabs: Broom finish exterior surfaces schedule to be exposed. 3.1 Interior Slabs: Steel trowel surfaces scheduled to receive flooring. 3.2 Interior (Exposed) Slabs: Steel trowel interior surfaces schedule to be exposed. FIRESTOPPING AND SMOKESEALS 7.0 Quality Assurance: Conform to IBC and NFPA 101 standards. 7.1 Firestopping Material: Asbestos free and capable of maintaining an effective barrier against flame and hot gases. Non- combustible, ASTM E136. Flame spread of 25 or less. 7.2 Smokestop Material: Asbestos free and capable of maintaining the smoke resistance of the smoke barrier in compliance with NFPA 101. Non- combustible, ASTM EI%. Flame spread of 25 or less. 7.3 Segpence and Scheduling: It is the responsibility of the Contractor to identify all locations requiring firestopping and smokeseals and coordinate the installation. JOINT SEALANTS 7.0 Sealants: Type I (Single Component Urethane): Pecora Dynatrol I -XL, Sonneborn Sonolastic NP -I, Tremco Dymonic. Type 2 (Acrylic Latex): Pecora AC20 + Silicone, Sonneborn Sonolac, Tremco Tremflex 034. Type 3 (Butyl): Tremco Butyl Sealant. Type 4 (Epoxy Urethane): Tremco Dymeric. Type 5 (Self- Leveling Urethane): Sonolastic 5L2, Pecora Urexpan NR -200, Tremco THC 100. Type 6 (Paintable Urethane Acrylic): 051 Pro Series H2U Acrylic Urethane. Type 7 (Single Component Silicone): Pecora 890 Silicone, Tremco Spectrem 3. Type 8 (Mildew- Resistant Silicone Sealant): Sonneborn OmniPlus, Tremco Tremsil 200, Dow Coming 790/791. 7.1 Accessories: Provide joint cleaners, joint primer /sealer, bond break tape, back -up material (polyethylene foam rod) as recommended by sealant manufacturer. 7.2 Schedule: Interior Slab on grade - type 5. Interior HM frames to wall - type 2. Exterior joints in metal type 7. Exterior joints in siding - type 6. Exterior door thresholds - type 3. Miscellaneous interior joints - type 2. Miscellaneous exterior joints - type I. Wainscot and backsplash - type 2. Fixtures and backsplash to wall tile in wet areas - type 8. 7.3 Warranty: Provide 5 year warranty. Include coverage for installed sealants and accessories which fail to achieve water tight seal and exhibit loss of adhesion or cohesion, or do not cure. DIVISION q - FINISHES REFERENCES Refer to Latest Editions; MPI - Master Painters Institute (MPI) Architectural Painting Specification Manual NWWCB - Northwest Wall and Ceiling Bureau Manual PCA - Portland Cement Association - Plaster (Stucco) Manual SSMA - Steel Stud Manufacturers Association (SSMA) Product Technical Information Manual ENVIRONMENTAL REQUIREMENTS 9.0 Conform to recommendations of NWWCB, PCA and MPI for Work during cold, hot or wet weather. 9.1 Maintain uniform temperature of minimum 45 degrees F (7 degrees C) for interiors; three (3) days prior to, during and after installation or as required by manufacturer. 9.2 Moisture Content: Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture content of surfaces are below the following maximums: Plaster and Gypsum - 12 percent; Masonry, Concrete and Concrete Unit Masonry - 12 percent; Interior Wood - 15 percent; Exterior Wood - 15 percent; Concrete Floors - 7 percent and exhibit negative alkalinity, carbonization or dusting. METAL FRAMING SYSTEMS 9.0 Quality Assurance: Perform work in accordance with GA 203, ASTM C754 and SSMA standards. 9.1 Manufacturers: Steeler Inc. or Scafco Corporation. 9.2 Stud Framing (non-load bearing): Studs, runners, furring and bracing - ASTM A653, galvanized hot rolled steel, channel shaped, width as noted on drawings. Minimum 25 gauge at non-load bearing walls, unless noted otherwise. Maximum deflection of 1/240. Minimum 20 gauge for applications to receive ceramic tile finishes. Minimum 18 gauge studs for Branding Wall - 101. 9.3 Joist Framing (non-load bearing): ASTM A653, galvanized hot rolled steel, minimum I -1/4 inch channel shaped, minimum 20 gauge, maximum deflection of 1/240. 9.4 Sheet Metal Backing: 20 gauge galvanized steel for wall and ceiling mounted items. 9.5 Fasteners: GA 203. Self - drilling, self- tapping screws. 9.6 Top Runner Slip Track: Self - adjusting, slotted top track system, allowing for both upward and downward movement. Minimum 20 gauge, galvanized hot rolled steel. 9.7 Erection: Double stud at wall openings, door and window jambs. Fabricate corners using a minimum of three studs. Stud splicing not permissible. Brace stud frame system rigid. 9.8 Tolerances: Install member to provide surface plane with maximum variation of 1/8 inch in 10 feet in any direction. GYPSUM BOARD SYSTEMS 9.0 Quality Assurance: Perform work in accordance with GA 201, GA 214, GA 216, GA 600 and NWWCB standards. 9.1 Gypsum Board: ASTM C%. 5/8 inch thickness, fire resistive type 'X', UL rated, maximum permissible length; ends square cut, tapered and beveled edges. 9.2 Moisture Resistant Gypsum Board: ASTM C630. 5/8 inch thickness, fire resistive type 'X', UL rated, maximum permissible length; ends square cut, tapered and beveled edges. 9.3 Cementitious Backer Board: ANSI AII8.9 high density, glass fiber reinforced, 1/2 inch thickness; 2 inch wide, coated glass fiber tape for joints and corners. Custom Building Products "Wonderboard" or equal. 9.4 Level of Finish: Per GA -2I4; Level 1 - at concealed spaces. Level 4 - Typical all spaces not indicated otherwise. 9.5 Wall Texture: "Smooth finish ". Ceiling Texture: "Smooth finish ". 9.6 Corner Trim: Fry Reglet, extruded aluminum 6063 T5 alloy. 1/2 inch exposed corner; product no. DMCT -50. Install at Branding Wall - 101, all outside wall corners. 9.7 Wall Reveal: Fry Regiet, extruded aluminum 6063 T5 alloy. 5/8 inch x 5/8 inch reveal; product no. DRMF 626 -625. Install at head of walls abutting to underside of ACT ceilings. 9.8 Accessories: Provide fasteners, sealant, metal corner bead, edge trim, joint material and control joint materials for complete installation. 9.9 Installation: Install cementitious backer board at all wall tile locations. Install gypsum board in accordance with GA 201, GA 216 and GA 600. 9.10 Tolerances: Maximum variation of finished gypsum board surface from True Flatness shall not exceed 1/8 inch in 10 feet in any direction. PORTLAND CEMENT PLASTER (STUCCO) 9.0 Scope of Work: Limited to patching of exterior surfaces affected by selective demolition, removal of surface mounted items and installation of new adjacent finishes or metal flashings. Patch surfaces to match existing exterior wall finish. 9.1 Quality Assurance: Perform work in accordance with NWWCB and PCA standards. 9.2 Environmental Conditions: Comply with referenced standards. Do not use frozen materials in cement plaster mix. Do not apply cement plaster to frozen surfaces or surfaces containing frost. Do not apply cement plaster when ambient temperature is less than 35 degrees F. Acrylic finish the ambient temperature shall be 40 degrees F or greater and rising at the time of installation and remain so for at least 24 hours thereafter. Protect surfaces, particularly acrylic finished surfaces from rain, frost, fog or other moisture during installation and the curing /setting period. 9.3 Metal Finishes: Hot- dipped galvanized finish, ASTM A525 G90 for 18 gauge and lighter formed metal products. Provide zinc alloy plastering accessories for exterior work. 9.4 Metal Lathing Materials: Self- furring diamond mesh lath, 3.4 lbs per sq, yd. standard mesh sheet with 1/4 inch deformations. 9.5 Building Paper: FS- UU- B -790A, grade D asphalt saturated Kraft paper (60 minute) water vapor permeable. Provide two layers at non- vertical surfaces. 9.6 Corner Reinforcement: Special stucco -type woven galvanized wire corner reinforcing strips. 9.7 Fasteners: Galvanized steel of type and length suitable for adequate penetration of the substrate structure. Line wire, 18 gauge soft annealed steel wire. 9.8 Portland Cement Plaster Materials: Base -Coat Cement, Portland cement, ASTM CI50, Type I or II. Base -Coat Lime, special finishing hydrated lime, Type 5, ASTM C206. Base -Coat Aggregate, sand, clean, suitable for cement plaster. Base -Coat Fiber, Nycon Inc. Con-Trol, a 1/2 inch 100% pure virgin nylon-6 filarnentized fiber bundles. 9.9 Synthetic Plaster Finish: Finish -Coat, factory mixed, 100% pure acrylic base with elastomeric binder, integral color and texture. Dryvit "Weatherlastic ". Provide "Sandblast" texture. Sealer /Primer, Dryvit "Color Prime" water based pigmented acrylic primer. Color coordinated with the acrylic based finish. 9.10 Reveals and Moldings: Fry Reglets and moldings from 6063 T5 aluminum alloy. Provide in full 10 ft lengths complete with manufacturer's connector clip at required splices and all factory intersections and outside corners. Provide in clear anodized finish. Reveals - channel screed PCS- 75 -I00. Install corner molding (Fry PCM- 75 -75) at all outside corners. Terminate plaster work with J- moldings. 9.1l Nominal Plaster Thickness: Base coat = 1/2 inch. Second coat = 1/4 inch. Color prime coat. Acrylic finish coat. 9.12 Installation: Mechanically mix plaster materials at the project site. Provide three -coat plaster installation. Exterior Plaster - scratch coat, brown coat and two -step synthetic plaster finish. Cure Portland cement plaster by maintaining each coat in a moist condition for two days following application, keep enclosed and fog -spray as required to prevent dry -out. Cure base coat 7 to 14 days before applying finish coat. Color prime shall be applied to the brown coat at least four hours prior to application of the acrylic finish coat. Synthetic plaster coat shall be applied continuously and in one operation to the entire wall surface or panel area. 9.13 Tolerances: For flat surfaces, do not exceed a variation of 1/8 inch in 8 feet maximum in any direction for bow or warp of surface and for plumb or level. Set reveals, moldings and accessories plumb, level and true to line, with a tolerance of 1/8 inch in 8 feet maximum. SUSPENDED ACOUSTICAL CEILINGS 9.0 Quality Assurance: Conform to IBC seismic bracing standards. 9.1 Manufacturer: Armstrong World Industries. 9.2 Suspension System: Suprafine 9/16 inch face, exposed steel tee grid. ASTM 0635, non-fire rated. Maximum deflection allowed: I/360 including load carrying capacity for light fixtures, HVAC elements and acoustical panels. Hanger Wire: minimum 12 gauge galvanized, soft annealed, mild steel. 9.3 Acoustical Panel Units: Refer to Interior Colors and Materials Schedule, Sheet A200. 9.4 Accessories: Stabilizer bars, clips, splices and hold down clips of manufacturer's standard for complete installation. 9.5 Moldings: Shadow molding, 9 /I6 horizontal flange, 3/8 inch reveal. Install at all wall to ceiling edge conditions. 9.6 Erection Tolerances: Maximum variation from Flat and Level surface 1/8 inch in 10 feet. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 19 2012 City of Tukwila BUILDING DIVISION RESILIENT FLOORING, TILE AND CARPET q.0 Examination: Verify concrete floors are dry and do not exceed maximum moisture content. Verify floor and wall surfaces are free of substances that may impair adhesion of adhesives and finish materials. Verify that surfaces are smooth and flat with a maximum variation on 1/4 inch in 10 feet and are ready to receive work. 9.1 Preparation: Remove sub -floor ridges and bumps. Fill in minor or local low spots, cracks, joints, holes and other defects with sub -floor filler. Sub -floor filler type recommended by flooring manufacturer. 9.2 Environmental Requirements: Maintain uniform temperature of minimum 70 degrees F three (3) days prior to, during and twenty -four (24) hours after installation or as required by manufacturer. 9.3 Rubber Base: ASTM FI86I, Type TP, Group I (solid), extruded rubber, 1/8 inch thick, top set, coved toe base; Continuous lengths. Refer to Interior Colors and Materials Schedule, Sheet A200. 9.4 Carpet: Direct glue -down. Manufacturer's Warrant; Lifetime to wear, static, edge ravel, delamination , tuft bind, stain resistance and colorfastness. Refer to Interior Colors and Materials Schedule, Sheet A200. 9.5 Tile Flooring: Refer to Interior Colors and Materials Schedule, Sheet A200. 9.6 Tile Base: Refer to Interior Colors and Materials Schedule, Sheet A200. 9.7 Mortar: Epoxy Mortar. 9.8 Grout: Joints: 1/8 inch wide. Refer to Interior Colors and Materials Schedule, Sheet A200. 'RA Accessories: Provide underlayment, subfloor filler, control joint and construction joint sealant, primers and adhesives, sealers and wax; type recommended by flooring manufacturer. 9.10 Preparation and Installation: Perform the work in accordance with manufacturer's instructions. Floor tile; thinset method; FII5. Wall tile; thinset W244. Seal tile and grout joints. 9.11 Protection of Work: Prohibit traffic on floor finish for 4 days after installation. PAINTS AND COATINGS 9.0 Quality Assurance: Primer and 2 coats. Prime per manufacturer's recommendation. All work and materials shall be Premium grade in accordance with MPI standards. 9.1 Materials Not to be Finished: Metals as listed; brass, copper, bronze, plated metals, stainless steel. Glass; Finish hardware; Plastic laminate surfacing. 9.2 Exterior Systems: Horizontal Concrete (sidewalks, paving, curbs): EXT 3.2H Sealer, Clear, W.B. Aluminum (not anodized) (miscellaneous flashing): EXT 5.4A Alkyd G5 semi -gloss finish. Structural Steel and Metal Fabrications (exposed components): EXT 5.ID Alkyd G5 semi -gloss finish. Galvanized Metal (doors, frames, miscellaneous steel): EXT 5.3B Alkyd G5 semi -gloss finish. Stucco (walls and soffits): EXT q.IC Elastomeric. 9.3 Interior Systems: Horizontal Concrete (exposed floors): INT 3.2G Sealer, Clear, W.B. Structural Steel and Metal Fabrications (exposed components): INT 5.IE Alkyd G5 semi -gloss finish. Aluminum (not anodized) (miscellaneous items): INT 5.4A Alkyd G5 semi -gloss finish. Plaster and Gypsum Board: INT 9.2A Latex G3 eggshell finish. 9.4 Preparation: Prepare surfaces as specified in accordance with MPI standards. 9.5 Application: Perform the work in accordance with MPI standards and manufacturer's instructions. EXTERIOR FINISH ASSEMBLY LL 0 0 QL W 0 V Z 0 V ASSEMBLY MATERIALS ASSEMBLY ASSEMBLY FINISH PER SCHEDULE FIBER CEMENT PANELS WEATHER RESISTIVE BARRIER (WRB) SHEATHING (MATCH EXISTING) METAL STUDS TI-IERMAL BATT INSULATION (R -2I) MATERIAL AND FINISH PER SCHEDULE MATERIALS FINISH PER SCHEDULE FIBER CEMENT PANELS WEATHER RESISTIVE BARRIER (WRB) SHEATHING (MATCH EXISTING) EXISTING METAL STUDS EXISTING THERMAL BATT INSULATION EXISTING VAPOR RETARDER MATERIAL AND FINISH PER SCHEDULE MATERIALS FINISH PER SCHEDULE FIBER CEMENT PANELS WEATHER RESISTIVE BARRIER (WRB) SHEATHING (MATCH EXISTING) METAL STUDS 51-IEATHING (MATCH EXISTING) COVER BOARD SINGLE PLY MEMBRANE (MATCH EXISTING) ASSEMBLY MATERIALS GENERAL NOTES Rrt.; lttk.) CITY AUG 2 9 2012 PERMIT CENTER FINISH PER SCHEDULE SINGLE -PLY MEMBRANE ROOFING (MATCH EXISTING) COVER BOARD RIGID INSULATION (MATCH EXISTING) $ SHEATHING FRAMING - REFERENCE STRUCTURAL $ SLOPE /TAPERED RIGID INSULATION AS REQUIRED - SLOPE TO DRAIN. D l).:- X87 2. 3. 4. 5. REFER TO FLOOR PLANS AND DRAWING AI00 FOR WALL TYPES. REFER TO EXTERIOR ELEVATIONS FOR EXTENT OF EXTERIOR FINISH ASSEMBLY. REFER TO DRAWINGS, G00I AND GO20 FOR FLOOD RESISTANT DESIGN AND CONSTRUCTION MATERIAL REQUIREMENTS. REFER TO ROOF PLAN FOR ROOF TYPE LOCATIONS. REFER TO BUILDING THERMAL ENVELOPE LEGEND FOR INSULATION R- VALUES. A B C E F H J 1 2 3 4 5 UFA Helix design group AMERICAN INSTITUTE OF ARCHITECTS LOW LL CATE STATE OF WASHINGTON HELIX DESIGN GROUP INC 7 SPECIFICATIONS FIAT OF SEATTLE TENANT IMPROVEMENT TUKW I LA, WA REVISION DATE 9 DATE JOB NO. 08.28.12 aI2 -060 PERMIT SET '0 G020 DRAWING NO. © HELIX DESIGN GROUP: ALL RIGHTS RESERVED. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group 1 2 3 4 5 6 7 8 A FLOOR PLAN LEGEND DESCRIPTION 1 SYMBOL AND TEXT 10 ROOM IDENTIFICATION SHOWROOM room name room number DOOR door number, min door strike side clearance distances 100 EXISTING DOOR existing door, frame and hardware to remain INTERIOR ELEVATION elevation number 10 sheet number RECITE relite number EXISTING RELITE existing relite frame and glazing to remain EXISTING WINDOW existing window frame and glazing to remain TYPICAL CASEWORK base cabinets, wall cabinets typical casework note F.I.O. = furnished and installed by owner F.O.I.C. = furnished by owner installed by contractor F.I.C. = furnished and installed by contractor N.I.C. = not in contract 3A 7A RI00 F.I.O. ELEVATION EL. 0.00 surface type designation 0 T.O.F. T.O.B. = top of bearing T.O.F. = top of floor OCCUPANT LOAD room occupant count EXIT LOAD exit occupant count FIRE EXTINGUISHER semi- recess cabinet, rated cabinet at rated walls surface mounted cabinet <coo F.E. EXISTING FIRE HOSE CABINET existing recessed cabinet, hose and valve to remain F.E. EXISTING EYE WASH STATION existing recessed eye wash station to remain PARTIAL HEIGHT WALL SUPPORT tube steel support at partial height ■ walls ACCENT WALL wall accent color INTERIOR WORK LIMIT LINE EXTERIOR WORK LIMIT LINE EXTERIOR PAINT B WALL TYPES DESCRIPTION 1 SYMBOL AND TEXT WALL TYPE I METAL STUDS (MATCH EXISTING) @ 16' O.C. - MATCH HEIGHT OF EXISTING WALL TO REMAIN WALL TYPE 2 EXISTING WALL TO REMAIN RED PAINT. SHERWIN WILLIAMS HEARTTHROB - 5146866 EXISTING FLOORING TO REMAIN FIELD PORCELAIN TILE MANUF: ALFALUX SERIES: VERTIGO COLOR: CLAY SIZE: I21xI2' FINISH: LAPPATO CONTACT: JOE LACK, DWYER MARBLE, (284) 476 -4844 RUNWAY TILE MANUF: ALFALUX COLOR: FIAT EXPO WHITE SIZE: 24 "x24" FINISH: NATURAL CONTACT: JOE LACK, DWYER MARBLE, (284) 476 -4844 DEMOLISH PORTION OF EXISTING WALL FURNITURE/FIXTURE BY FIAT CUSTOM SHOWROOM FIXTURE PROGRAM. DEMOLISH EXISTING ENTRY PORTAL AND ASSOCIATED CONCRETE FOUNDATIONS BELOW GRADE. INFILL AND PATCH CONCRETE PLAZA AS REQUIRED TO MATCH (FINISH AND TEXTURE) EXISTING SURFACE. EXISTING T.5. COLUMN TO REMAIN DEMOLISH EXISTING ENTRY ROOF AND WALLS SAW CUT AND DEMOLISH CONCRETE AS REQUIRED TO ACCOMMODATE FOUNDATION SYSTEM REMOVE/SALVAGE STOREFRONT SYSTEM. TO BE REINSTALLED REFERENCE DETAILS 13 AND 14 51.01 FOR TOP OF WALL CONDITION. REFERENCE DETAIL 15/51.01 FOR CONNECTION TO EXISTING WALL. F07 F06 CFOB FIO CO ® GENERAL NOTES NOTE 1. THESE PLANS DELINEATE THE BASIC SCOPE OF WORK. THESE PLANS HAVE BEEN DEVELOPED FROM OWNER PROVIDED AS- BUILTS AND MAY VARY FROM ACTUAL FIELD CONDITIONS. THE DRAWINGS AND NOTES ARE PROVIDED WITH THE INTENT TO GENERALLY DESCRIBE AREA AND LIMITS OF WORK. THE CONTRACTOR SHALL BE FAMILIAR WITH THE SITE AND CONDITIONS THEREON. ALL BIDDERS ARE ENCOURAGED TO PERFORM A 'WALK THROUGH' PRIOR TO BIDDING. 2. COORDINATION OF THESE DRAWINGS WITH THE REQUIREMENTS FOR CONTRACT WORK 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. DISCREPANCIES BETWEEN OR WITHIN CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. 3. CONTRACTOR SHALL PROVIDE PROTECTION OF MATERIALS, EQUIPMENT AND FINISHES WHICH ARE TO REMAIN. DAMAGES SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO OWNER. 4. CONTRACTOR TO BE RESPONSIBLE FOR CUT AND PATCH AS REQUIRED TO ACCOMMODATE CONSTRUCTION (INCLUDING ALL MECHANICAL AND ELECTRICAL WORK). 5. STABILITY OF THE STRUCTURE DURING CONSTRUCTION 15 THE RESPONSIBILITY OF THE CONTRACTOR. ALL TEMPORARY SHORING SUPPORT IS PART OF THIS CONTRACT. FLOOR PLAN NOTES SYMBOL NOTE F01 F02 F03 F04 F05 F06 RED PAINT. SHERWIN WILLIAMS HEARTTHROB - 5146866 EXISTING FLOORING TO REMAIN FIELD PORCELAIN TILE MANUF: ALFALUX SERIES: VERTIGO COLOR: CLAY SIZE: I21xI2' FINISH: LAPPATO CONTACT: JOE LACK, DWYER MARBLE, (284) 476 -4844 RUNWAY TILE MANUF: ALFALUX COLOR: FIAT EXPO WHITE SIZE: 24 "x24" FINISH: NATURAL CONTACT: JOE LACK, DWYER MARBLE, (284) 476 -4844 DEMOLISH PORTION OF EXISTING WALL FURNITURE/FIXTURE BY FIAT CUSTOM SHOWROOM FIXTURE PROGRAM. DEMOLISH EXISTING ENTRY PORTAL AND ASSOCIATED CONCRETE FOUNDATIONS BELOW GRADE. INFILL AND PATCH CONCRETE PLAZA AS REQUIRED TO MATCH (FINISH AND TEXTURE) EXISTING SURFACE. EXISTING T.5. COLUMN TO REMAIN DEMOLISH EXISTING ENTRY ROOF AND WALLS SAW CUT AND DEMOLISH CONCRETE AS REQUIRED TO ACCOMMODATE FOUNDATION SYSTEM REMOVE/SALVAGE STOREFRONT SYSTEM. TO BE REINSTALLED REFERENCE DETAILS 13 AND 14 51.01 FOR TOP OF WALL CONDITION. REFERENCE DETAIL 15/51.01 FOR CONNECTION TO EXISTING WALL. F07 F06 CFOB FIO CO ® Fla B C C D PAINT EXTERIOR BUILDING WALLS (PT -A) - REFERENCE A300 FOR ADDITIONAL INFORMATION E F G \ NO INTERIOR WORK L EXTENT OF INTERIOR WORK PAINT EXTERIOR BUILDING WALL REFEI ADDI ABOVE (PT -A) - ENCE A300 FOR IONAL INFORMATION RED ,f■CM - REFERENC A300 FOR ADDITIONAL INFORMATION J OWROOM ENTRY I00 FIELD PORCE TILE (F6'3) \b PAINT EXTERIOR BUILDING WALLS (PT -A) - REFERENCE A300 FOR ADDITIONAL INFORMATION e- (E) F.E. it SHOWROOM 101 MERCI-1 7 FIELD PORCELAIN TILE F03 STYLE CENTER 103 l✓ CONFERENCE (E) ;7 OFFICE (E N HALL (E)* %/ ,:i1/11//: �STORACE\ / \//z 4(t. F.E. // f/ /71010MEN (E)X \ �FOI} -�J OFFICE 1 107 F *I NEW (E WAITING -7 SALES MANAGER (E) 106 • z y T MEN (E) / /, (E) F. SERVICE DRIVE (E) SERVICE LOBBY (E) FLOOR PLAN SCALE: 24 D a-- 9— 0-- (E) F.E. CONFERENCE (E) PARTS 1 COUNTER (E) SERVICE MANAGER (E) (E) F.E. t PARTS STORAGE (E) REVIEWED FOR CODE COMPLIANCE APPROVED SEP 19 2012 City of Tukwila BUILDING DIVISION i CI U t1 Li1 j 1� u TOOLS (E) ` \,, r ` ,F.L1 U / ' TOILET (E) SERVICE BAYS (E) , (E) F.E �,, (E) F.E. COMPRESS° (E) \\\,\\ H BREAK TEC (E) \`\ F G H FP -OI.DW NORTH 2' RE.L:t!vr.. u,i CITY OF Ttik�_• AUG 2 9 2012 PERMIT CENTER a' 0' 4' K 16' 2 3 4 5 6 design group AMERICAN INSTITUTE OF ARCHITECTS HELIX DESIGN GROUP INC 7 FLOOR PLAN FIAT OF 8 SEATTLE TENANT IMPROVEMENT TUKWILA, WA REVISION DATE DATE JOB NO. 08.28.12 a12 -060 PERMIT SET '° A100 DRAWING NO. © HELIX DESIGN GROUP: ALL RIGHTS RESERVED. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group NOTE 6. PLANS DO NOT INDICATE OR LOCATE EXISTING OR BIDDER - DESIGNED ELECTRICAL, MECHANICAL, PLUMBING, FIRE ALARM AND SECURITY ELECTRONICS ITEMS /DEVICES LOCATED IN OR ABOVE EXISTING CEILINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF BIDDER - DESIGNED WORK. (REFER TO NOTE fl2 ABOVE.) 7. ALL HEIGHTS INDICATED ARE ABOVE TOP OF FLOOR (T.O.F.) LEVEL. THE REFERENCE ELEVATION OF EL.=0.0' 15 THE TOP OF FLOOR LEVEL AT THE SHOWROOM. 8. AT EXISTING SUSPENDED CEILING GRID IDENTIFIED TO REMAIN, CONTRACTOR SHALL REPLACE DAMAGED CEILING RUNNERS WITH NEW OR 'AS NEW SALVAGED RUNNERS TO MATCH EXISTING. CEILING RUNNERS THAT ARE SCRATCHED OR SCUFFED SHALL BE 'TOUCHED UP' WITH PAINT TO MATCH EXISTING COLOR AND 51-IEEN. q. AT EXISTING GYPSUM BOARD CEILINGS IDENTIFIED TO REMAIN, CONTRACTOR SHALL PATCH /REPAIR DAMAGED CEILING AREAS TO MATCH EXISTING ADJACENT AND PAINT. WHERE ENTIRE EXISTING CEILING 15 NOT IDENTIFIED TO RECEIVE NEW PAINT, PAINT REPAIRED AREA TO MATCH EXISTING COLOR AND 51-1EEN. B C C D PAINT EXTERIOR BUILDING WALLS (PT -A) - REFERENCE A300 FOR ADDITIONAL INFORMATION E F G \ NO INTERIOR WORK L EXTENT OF INTERIOR WORK PAINT EXTERIOR BUILDING WALL REFEI ADDI ABOVE (PT -A) - ENCE A300 FOR IONAL INFORMATION RED ,f■CM - REFERENC A300 FOR ADDITIONAL INFORMATION J OWROOM ENTRY I00 FIELD PORCE TILE (F6'3) \b PAINT EXTERIOR BUILDING WALLS (PT -A) - REFERENCE A300 FOR ADDITIONAL INFORMATION e- (E) F.E. it SHOWROOM 101 MERCI-1 7 FIELD PORCELAIN TILE F03 STYLE CENTER 103 l✓ CONFERENCE (E) ;7 OFFICE (E N HALL (E)* %/ ,:i1/11//: �STORACE\ / \//z 4(t. F.E. // f/ /71010MEN (E)X \ �FOI} -�J OFFICE 1 107 F *I NEW (E WAITING -7 SALES MANAGER (E) 106 • z y T MEN (E) / /, (E) F. SERVICE DRIVE (E) SERVICE LOBBY (E) FLOOR PLAN SCALE: 24 D a-- 9— 0-- (E) F.E. CONFERENCE (E) PARTS 1 COUNTER (E) SERVICE MANAGER (E) (E) F.E. t PARTS STORAGE (E) REVIEWED FOR CODE COMPLIANCE APPROVED SEP 19 2012 City of Tukwila BUILDING DIVISION i CI U t1 Li1 j 1� u TOOLS (E) ` \,, r ` ,F.L1 U / ' TOILET (E) SERVICE BAYS (E) , (E) F.E �,, (E) F.E. COMPRESS° (E) \\\,\\ H BREAK TEC (E) \`\ F G H FP -OI.DW NORTH 2' RE.L:t!vr.. u,i CITY OF Ttik�_• AUG 2 9 2012 PERMIT CENTER a' 0' 4' K 16' 2 3 4 5 6 design group AMERICAN INSTITUTE OF ARCHITECTS HELIX DESIGN GROUP INC 7 FLOOR PLAN FIAT OF 8 SEATTLE TENANT IMPROVEMENT TUKWILA, WA REVISION DATE DATE JOB NO. 08.28.12 a12 -060 PERMIT SET '° A100 DRAWING NO. © HELIX DESIGN GROUP: ALL RIGHTS RESERVED. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group 1 2 3 4 5 6 8 9 10 GENERAL NOTES LEGEND NOTE I. TI -IESE PLANS DELINEATE THE BASIC SCOPE OF WORK. THESE PLANS HAVE BEEN DEVELOPED FROM OWNER PROVIDED AS- BUILTS AND MAY VARY FROM ACTUAL FIELD CONDITIONS. THE DRAWINGS AND NOTES ARE PROVIDED WITH THE INTENT TO GENERALLY DESCRIBE AREA AND LIMITS OF WORK. THE CONTRACTOR SHALL BE FAMILIAR WITH THE SITE AND CONDITIONS THEREON. ALL BIDDERS ARE ENCOURAGED TO PERFORM A "WALK THROUGH" PRIOR TO BIDDING. 2. COORDINATION OF THESE DRAWINGS WITH THE REQUIREMENTS FOR CONTRACT WORK 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. DISCREPANCIES BETWEEN OR WITHIN CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. 3. CONTRACTOR SHALL PROVIDE PROTECTION OF MATERIALS, EQUIPMENT AND FINISHES WHICH ARE TO REMAIN. DAMAGES SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO OWNER. 4. CONTRACTOR TO BE RESPONSIBLE FOR CUT AND PATCH AS REQUIRED TO ACCOMMODATE CONSTRUCTION (INCLUDING ALL MECHANICAL AND ELECTRICAL WORK). 5. STABILITY OF THE STRUCTURE DURING CONSTRUCTION 15 THE RESPONSIBILITY OF THE CONTRACTOR. ALL TEMPORARY SHORING SUPPORT 15 PART OF THIS CONTRACT. 6. PLANS DO NOT INDICATE OR LOCATE EXISTING OR BIDDER - DESIGNED ELECTRICAL, MECHANICAL, PLUMBING, FIRE ALARM AND SECURITY ELECTRONICS ITEMS /DEVICES LOCATED IN OR ABOVE EXISTING CEILINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF BIDDER - DESIGNED WORK. (REFER TO NOTE U2 ABOVE.) 7. ALL HEIGHTS INDICATED ARE ABOVE TOP OF FLOOR (T.O.F.) LEVEL. THE REFERENCE ELEVATION OF EL. =0.0' 15 THE TOP OF FLOOR LEVEL AT THE SHOWROOM. 8. AT EXISTING SUSPENDED CEILING GRID IDENTIFIED TO REMAIN, CONTRACTOR SHALL REPLACE DAMAGED CEILING RUNNERS WITH NEW OR "AS NEW" SALVAGED RUNNERS TO MATCH EXISTING. CEILING RUNNERS THAT ARE SCRATCHED OR SCUFFED SHALL BE "TOUCHED UP" WITH PAINT TO MATCH EXISTING COLOR AND 51-IEEN. q. AT EXISTING GYPSUM BOARD CEILINGS IDENTIFIED TO REMAIN, CONTRACTOR SHALL PATCH/REPAIR DAMAGED CEILING AREAS TO MATCH EXISTING ADJACENT AND PAINT. WHERE ENTIRE EXISTING CEILING 15 NOT IDENTIFIED TO RECEIVE NEW PAINT, PAINT REPAIRED AREA TO MATCH EXISTING COLOR AND SHEEN. REFLECTED CEILING PLAN NOTES LEGEND SYMBOL C01 DEMOLISH EXISTING ENTRY PORTAL AND ASSOCIATED CONCRETE FOUNDATIONS BELOW GRADE. INFILL AND PATCH CONCRETE PLAZA AS REQUIRED TO MATCH (FINISH AND TEXTURE) EXISTING SURFACE. on DEMOLISH SOFFIT AND RELATED STRUCTURE PAINT (E) SOFFIT (PT -A) - REFERENCE SHEET A300 ULIGHT FIXTURE - REFERENCE A/AI20 A B REFLECTED CEILING PLA\ LEGEND DESCRIPTION 1 SYMBOL AND TEXT CEILING IDENTIFICATION room number material ceiling height (E) = existing to SOFFIT material description height (E) = existing to remain 100 � 881 —ON '� ' GWB SOFFIT remain GWB CEILING SYSTEM 100 5/8" GWB CEILING a1-Os ON FRAMING EXISTING SUSPENDED CEILING SYSTEM l l I Existing suspended -a — '— ` ___I — �- I 1 100 ceiling system to ;ACT(F� i remain (E) = existing — — EXISTING GWB CEILING SYSTEM 100 Existing GWB ceiling system to remain ;_ E) 8 (E) = existing EXISTING RECESSED LIGHT FIXTURE r 1 2'x4' fixture .I it J J 2'x2' fixture � �' coordinate with electrical EXISTING PENDANT LIGHT FIXTURE coordinate with electrical EXISTING WAG AIR GRILLE / DIFFUSER Confirm size, location and I I G cpcntity. Coordinate with mechanical. EXISTING FIRE SPRINKLER Confirm type, location and gpantity. Coordinate with mechanical. INTERIOR PARTITIONS Interior (non - bearing) partitions extend 6 inches above ceilings / soffits. INTERIOR PARTITIONS Interior (non - bearing) - — — — - partitions extend to underside of ceilings / soffits. Refer to detail 8G /A700. FULL HEIGHT WALLS Interior (non- bearing) partitions extend full height to underside of of soffits or roof deck. EXISTING CEILING MOUNTED EXIT SIGN EMERGENCY LIGHT FIXTURE Combination illuminated emergency exit sign with double headed emergency light fixture, orient direction indicator towards exits. Coordinate with electrical. (E) = existing to remain EXISTING WALL MOUNTED EXIT SIGN EMERGENCY LIGHT FIXTURE Combination illuminated emergency exit sign with double headed emergency < light fixture, orient direction indicator towards exits. Coordinate with electrical. (E) = existing to remain EXISTING WALL MOUNTED EMERGENCY LIGHT FIXTURE Double headed emergency light fixture. Coordinate with electrical. (E) = existing to remain D E F G NO INTERIOR WORK EXTENT OF INTERIOR WORK DETAIL 0 1' -6" (E) CEILING CLOUD SUPPORT - SEE STRUCTURAL I /2" GWB - -LIGHT FIXTURE ELEVATION PER PLAN ELEVATION PER PLAN 3 1 /2M MTL STUD FRMG CEILING CLOUD LIGHT COVE DETAIL SCALE:II = I' -0M D 3' 1' 0' 6" SCALE: 1' = 1' -0" E 2' 2— 9- 3 c- i SERVICE DRIVE (E) F2E I7' -0' 0 0 le; —0” 0 : / / 0 0 0 GWB (E) 12' -0' 0 2 / 211 -0M OWROOM * \,\\/\,/,/\ \ � ENTRY\: ;" 1 100 (' X \ / % �/ / / l7''._0n,‹ 0\ ^ \/ \ \ �,� �., 0 IS' —o" 0 GWB (E) 12' -0" 0 \, 10 --6" / + 0 ;1 0 \ / i 4r_6M s / \ 0 C / \ K \ /� / / • /' \//.� / V/ I1 -01I CAFE i � )' v / \\ / + / , \ //\ /',.�•1 /A /A L_ 104 I,/ / /\/\/\ ( v"</„\x„\> - / \ \ /A - /\ \ / SHOWROOM' r; \ % /` %MERCH N�IS 21' -0� v � 0 I \ /\n 101 / ,\ y \ /�� /y \../ //, / y1 / / \ /, /� /� /,CPIE' %i% /\0 /V / V /A �. \ X /\ /\ ,/ STYLE , / , +/ � CENTER,/ ,�� ` � / \\\,'///K/ 103, \ ,-\/ / \ / / \ / //,; / v ,'SAILES / / /;\ ‘`\7,/ ' X / \ � \ v Y� �. j�� x 0 ' ' / • , /•0 v h ;>/ ';% / . / ':.; \/ .171 -01,,� y. // \ / / CONFERENCE /a p � A (E \ ,/ / \ / / % /\ / \ / /vim / �. //.\\ / 0 2I' -0" 0 /\ .�;STORA \GE \/ ;"/ �� j \ /o \// \ \(E)/ '\\/l WALL (E); \\ Ft' WAITING 106 /�. ; \ \ \ \ ,/_ \ „,/,,,.A/ \ , \ / \ / \/\ / \ \ \�\;/�� / \ /,>// \\\ ! \ / \\ ,\� / / \ ' x• / " % /✓// vvw / v<;v / \ /?\\WOMEN (E) \\ \� //\ \ „/ /\ , 0 x \\ I T X \� x I/ `v/ y; \ / \/ v. \ /\ \O) /\ /\ Y / \ /v'. /\ /v 0 Y\ i \/ \ r \\.\ I ' 7 (E..I . \ Y \ - ' / \ /� \\ / \\ \• ` \ i "< + 'x'; v / \ / \ \` / /l, -ti I O ICE 2 :OFFICE 3 , ! i i 108 I !j_i10q ;'nil I ,, Iw ,, 7,,, -, ______, \______,, L.H._. -_•_, -------- , 1 ..;-____--- I v; '<' 7 ,HALL �f ,,... //, \��✓ j ,. \/ r, \ .. MEN (E) ,/,',/ /' ; / v , ,-. / \ , \/ / \i \,\/ / \\ / L ,:i<\ 0, /.;\, ,\10,<\\ < r fl;;'SERVICE\; \ / \/ o \/ x \>\ 0 K / �/ REVIEWED FOR CODE COMPLIANCE APPROVED SEP 19 2012 City of Tukwila BUILDING DIVISION V -O /V'; �0, v ,x, v , .�v /\�v/ y /�v / /`v,/ v' + \/ \/ • / \/ V/\ /\i�\ / / / "y,I /\ /\ /\\ /\ /\ /` w< : .1• x 0 \ti, Jc, \/ .1/ \ ' / \\ L 1 ! it PARTS STORAGE (E) CONFERENCE. I j ,I -' - -I �I SERVICE; MANAGER ij �-i REFLECTED CEILING PLAN SERVICE BAYS (E) L l TECH \ Li TOILET (E) yy`� } 11 ; Fir \\ \',—�` COMPRESS° \\ �\ (E) K TECH BREAK (E) (4), xe--7 SCALE: 24 F H J RCP- 0I.DWG NORTH Alp/ Helix 2 3 4 5 design group AMERICAN INSTITUTE OF ARCHITECTS ! OW CATE ATE OF WASHINGTON HELIX DESIGN GROUP INC REFLECTED 7 CEILING PLAN FIAT OF SEATTLE TENANT IMPROVEMENT TUKWILA, WA REVISION DATE 9 F EL r- lvIz_L) CITY O _ ,1 1'1 ", AUG 2 9 2012 PERMIT CENTER 2' 8' 0' 4' SCALE: I/8' = K 16' DATE JOB N0. 08.28.12 aI2 -060 PERMIT SET '0 A120 DRAWING N0. © HELIX DESIGN GROUP: ALL RIGHTS RESERVED. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group 1 2 3 4 5 6 7 8 9 10 A B STANDARD ABBREVIATIONS ACT ACOUSTICAL CEILING TILE ADJ ADJUSTABLE ALUM ALUMINUM AWF ACOUSTICAL WALL FABRIC BB BACKERBOARD BD BOARD BLKG BLOCKING BOT BOTTOM CAB CABINET CB CHALKBOARD CL CENTER LINE CLR CLEAR CER CERAMIC CHRL CHAIR RAIL CLG CEILING CMU CONCRETE MASONRY UNIT CONC CONCRETE 000RD COORDINATE C.O.S. CENTER OF STRUCTURE CPT CARPET CT CERAMIC TILE D DEPTH (D) DEMOLISH DBL DOUBLE D.F. DRINKING FOUNTAIN DN DOWN D.5. DOWNSPOUT DW DISHWASHER EA EACH EL. ELEVATION E.P. ELECTRICAL PANEL EQ EQUAL EQUIP EQUIPMENT (E) EXISTING EXT EXTERIOR FF FACTORY FINISH FIN FINISH F.I.C. FURNISHED AND INSTALLED BY CONTRACTOR F.I.D. FURNISHED AND INSTALLED BY OWNER FLR FLOOR F.O.I.C. FURNISHED BY OWNER INSTALLED BY CONTRACTOR F.O.S. FACE OF STRUCTURE FP FIREPROOFING F.P. F.D. F. E. F.N. FT (F) GALV GB GFRG GL GLB GT GWB GYP H H.B. 14C H.C. HM HOR HR HT INT JAN JT LBS LG LIN MAS MAX MB MDF MIN MIN. MTL N.I.G. NO. N.T.S. O.C. O.H. OPNG OPP PFT PLAM FLAG POLE FLOOR DRAIN FIRE EXTINGUISHER FIRE HYDRANT FEET / FOOT FUTURE GALVANIZED GRAB BAR GLASS FIBER REINFORCED GYPSUM GLASS GLUE LAMINATED BEAM GROUT GYPSUM WALLBOARD GYPSUM HEIGHT 1405E BIB HOLLOW CORE HANDICAPPED HOLLOW METAL HORIZONTAL HOUR HEIGHT INTERIOR JANITOR JOINT POUNDS (WEIGHT) LAMINATED GLASS LINOLEUM MASONRY MAXIMUM MARKERBOARD MEDIUM DENSITY FIBERBOARD MINIMUM MINUTE METAL NOT IN CONTRACT NUMBER NOT TO SCALE ON CENTER OVERHEAD OPENING OPPOSITE PORCELAIN FLOOR TILE PLASTIC LAMINATE PLY P5 PT QT R (R) RB REF REQD RF 5 (5) SC SCHD SDT SG SIM SLR 55 ST STL T TB TBB THK T.O.B. T.O.F. TRTD T.S. TWF TYP U.N.O. UNFIN VCT VP W WAIN WC WD WG WH W/0 WOM WP PLYWOOD PROJECTION SCREEN PAINT QUARRY TILE RADIUS RELOCATED RUBBER BASE REFRIGERATOR REQUIRED RUBBER FLOORING SOUND SALVAGED SOLID CORE SCHEDULE STATIC DISSIPATED TILE SAFETY GLASS SIMI LAR SEALER STAINLESS STEEL STONE STEEL TRANSITION STRIP TACKBOARD TILE BACKERBOARD THICK TOP OF BEARING TOP OF FLOOR TREATED TUBE STEEL TACKABLE WALL FABRIC TYPICAL UNLESS NOTED OTHERWISE UNFINISHED VINYL COMPOSITION TILE VENEER PLASTER WIDTH WITH WAINSCOT WALLCOVERING WOOD WIRE GLASS WATER HEATER WITHOUT WALK OFF MAT WORK POINT C D E F ROOM FINISH SCHEDULE NO. ROOM NAME FLOOR BASE CEILING WALL NOTES MATFRIAI FINISI -1 MATFRIAI FINI4I MATFRIAI FINISH FIRST FLOOR COLOR: WH WHITE GRID COLOR: 14-1 WHITE 24" x 24" x 3/4' " GRID: 9/16 W EXISTING CPT -I (E) CARPET REFER TO FINISH SCHEDULE SHEET A200 DURKAN COMMERCIAL ROWE 981 WALL STREET 12' -0" W EXISTING RB-I BASE REFER TO FINISH SCHEDULE SHEET A200 ROPPE RUBBER IN COLOR: 150 DARK GREY 4 -1/2" H 100 SHOWROOM ENTRY CONC(E) PFT RB ACT(E) /GWB(E) FF(E) /PT(E) GWB(E) (E)/PT - 101 SHOWROOM CONC(E) PFT RB ACT /GWB(E) /GWB FF(E)/PT(E) GWB(E) (E) /PT - 102 MERCHANDISE WALL CONC(E) PFT RB ACT(E) /GWB(E) FF(E) /PT(E) GWB(E) /GWB (E) /PT - 103 STYLE CENTER CONC(E) PFT RB ACT(E) /GWB(E) FF(E) /PT(E) GWB(E) (E) /PT - 104 CAFE CONC(E) PFT RB ACT(E) /GWB(E) FF(E) /PT(E) GWB(E) (E)/PT - 105 SALES CONC(E) PFT RB ACT(E) /GWB(E) FF(E) /PT(E) GWB(E) (E) /PT - I06 F4I WAITING CONC(E) PFT RB ACT(E)/G1413(E) FF(E) /PT(E) GWB /GWB(E) PT - 107 OFFICE I CONC(E) (E) RB ACT(E) FF(E) GWB(E) (E)/PT - 108 OFFICE 2 CONC(E) (E) RB ACT(E) FF(E) GWB(E) (E)/PT - 109 OFFICE 3 CONC(E) (E) RB ACT(E) FF(E) GWB(E) (E)/PT - SCHEDULE NOTES GENERAL SCHEDULE NOTES (1] - I. REFER TO "INTERIOR COLORS AND MATERIALS SCHEDULE" FOR FINISHES. 2. REFER TO SPECIFICATIONS ON 51-IEET G020. 3. "PAINT" (PT) 15 A GENERIC TERM USED IN DOCUMENTS. REFER TO SPECIFICATIONS, "PAINTS AND COATINGS" FOR SPECIFIC TYPE OF APPLIED FINISH. THE TERM "PAINT" REFERS TO PAINTS, STAINS, SEALERS AND OTHER APPLIED COATINGS. A C D F G G H J J K REVIEWED FOR CODE COMPLIANCE APPROVED SEP 19 2012 City of Tukwila BUILDING DIVISION R 1;L \ir.t CITY CJF UK\ ^; AUG 2 9 2012 PERNirr CENTER K 1 2 3 4 5 6 Helix design group AMERICAN INSTITUTE OF ARCHITECTS LOWELL CATE ATE OF WASHINGTON HELIX DESIGN GROUP INC 7 SCI- IEDULES 8 FIAT OF SEATTLE TENANT IMPROVEMENT TUKWILA, WA REVISION DATE 9 DATE JOB NO. 08.28.12 a12 -060 PERMIT SET 10 A200 DRAWING NO. © HELIX DESIGN GROUP: ALL RIGHTS RESERVED. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group INTERIOR COLORS AND MATERIALS SCHEDULE CODE MATERIAL LOCATION MANUFACTURER DESCRIPTION ADDITIONAL INFORMATION SERIES /STYLE COLOR/FINISH DIMENSIONS ACT -I (E) ACOUSTICAL CEILING TILE SEE FINISH SCHEDULE SHEET A200 AND REFLECTED CEILING PLAN SHEET AI20 ARMSTRONG CIRRUS BEVELED TEGULAR #589 GRID: SUPRAFINE XL EXPOSED TEE SYSTEM COLOR: WH WHITE GRID COLOR: 14-1 WHITE 24" x 24" x 3/4' " GRID: 9/16 W EXISTING CPT -I (E) CARPET REFER TO FINISH SCHEDULE SHEET A200 DURKAN COMMERCIAL ROWE 981 WALL STREET 12' -0" W EXISTING RB-I BASE REFER TO FINISH SCHEDULE SHEET A200 ROPPE RUBBER IN COLOR: 150 DARK GREY 4 -1/2" H PT -I PAINT (WHITE) AT ALL INTERIOR WALLS (EXCEPT THOSE SCHEDULED TO RECEIVE PT -4 FROM FLOOR TO UNDERSIDE OF BLACK ACCENT BAND) SNERWIN WILLIAMS COLOR: TOQUE WHITE 5147003 CONTACT: SHERWIN WILLIAMS CONTACT MANUFACTURER FOR PRIMER AND PAINT GRADE APPROPRIATE FOR SUBSTRATE TO WHICH THE PAINT 15 BEING APPLIED. PROVIDE FINISHES (SHEENS) AS FOLLOWS: WALLS: EGGSHELL LATEX DOORS: SEMI -GLOS ALKYD TRIM: SEMI -GLOS ALKYD CEILING: FLAT LATEX SLATWALL: EGGSHELL ALKYD PT -2 PAINT (DARK GRAY) NOT USED SHERWIN WILLIAMS COLOR: DARK GREY 5W6004 PT -3 PAINT (LIGHT GREY) NOT USED SNERWIN WILLIAMS COLOR: ESSENTIAL GREY 514002 PT -4 PAINT (RED) WALL OF STYLE CENTER (RM 103), WALLS OF OFFICES 1,23 (RMS 107, 108 4 109). SHERWIN WILLIAMS COLOR: HEARTTHROB SW6866 PFT -I PORCELAIN TILE (FIAT RUNWAY) SEE FINISH SCHEDULE SHEET A200 AND FLOOR PLAN SHEET AI00 FIANDRE FIAT BLANCO EXPO COLOR: WHITE FINISH: HONED 24" X 24" CONTACTS: FIAT RUNWAY TILE: JOE LACK (248) 476 -4944 FIELD TILE: JOE LACK (248) 476 -4944 PFT -2 PORCELAIN TILE (FIELD) SEE FINISH SCHEDULE SHEET A200 AND FLOOR PLAN SHEET A100 AIFALUX VERTIGO COLOR: CLAY FINISH: LAPPATO 12" x 24" A C D F G G H J J K REVIEWED FOR CODE COMPLIANCE APPROVED SEP 19 2012 City of Tukwila BUILDING DIVISION R 1;L \ir.t CITY CJF UK\ ^; AUG 2 9 2012 PERNirr CENTER K 1 2 3 4 5 6 Helix design group AMERICAN INSTITUTE OF ARCHITECTS LOWELL CATE ATE OF WASHINGTON HELIX DESIGN GROUP INC 7 SCI- IEDULES 8 FIAT OF SEATTLE TENANT IMPROVEMENT TUKWILA, WA REVISION DATE 9 DATE JOB NO. 08.28.12 a12 -060 PERMIT SET 10 A200 DRAWING NO. © HELIX DESIGN GROUP: ALL RIGHTS RESERVED. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group 1 2 3 4 5 6 7 9 10 A VERIFY MATCH EXISTING EXISTING T.O. PARAPET GLU -LAM BEAM B - REFERENCE STRUCTURAL FIBER CEMENT PANELS - INSTALL PER MANUFACTURERS RECOMENDATIONS ill ... .. ........................ .. .................................... DEMO EXISTING ROOF /WALLS 1 WALL SECTION C NO WORK E F G LIMITS OF WORK H J NO WORK K WALL FORESHORTENED PAINT (PT -A) FIBER CEMENT PANELS (FCP -I) FIBER CEMENT PANELS WALL FORESHORTENED is V PAINT (PT -A) FIBER CEMENT PANELS (FCP -I) FIAT LOGO (BY OWNER) EXISTING SHEET METAL PARAPET ACM (AL -I) CAP FLASHING TO REMAIN (TYPICAL) / i4 % / /! / /:/‘1%. %goo'� %j;% PAINT (PT -A) ifEXISTING REVEALS IN STUCCO TO REMAIN (TYPICAL) PAINT WEST WALL, SOUTH TO GRID "D" - REFERENCE AI00 1 NORTH ELEVATION PAINT (PT -A) EXISTING ALUMINUM STOREFRONT AND WINDOW SYSTEM TO REMAIN. (TYPICAL) EXISTING OVERHEAD GARAGE DOORS TO REMAIN. (T(PICAL) SCALE: = 1' -0" CAP FLASHING - MATCH EXISTING SINGLE PLY ROOFING SYSTEM - MATCWATTACH TO EXISTING PER MANUFACTURERS RECOMMENDATIONS RIGID INSULATION - MATCH EXISTING - SLOPE AS REQUIRED TO DRAIN EXISTING ROOF STRUCTURE EXISTING SOFFIT EXISTING WALL EXISTING REINSTALLED STOREFRONT NEW CONC SLAB - REFERENCE STRUCTURAL RIGID INSULATION EXISTING CONCRETE FLOOR SLAB CONCRETE FOOTING - REFERENCE STRUCTURAL SCALE: I /2 " =I' -0" A B 6" 2' WS- OI.DWG 0' I' 4' VERIFY HEIGHT - MATCH EXISTING O T.O. PARAPET FIBER CEMENT PANELS - INSTALL PER MANUFACTURERS RECOMENDATIONS WALL SECTION REVIEWED FOR CODE COMPLIANCE APPROVED SEP 19 2012 City of Tukwila BUILDING DIVISION CAP FLASHING - MATCH EXISTING SINGLE PLY ROOFING SYSTEM - MATCWATTACH TO EXISTING PER MANUFACTURERS RECOMMENDATIONS RIGID INSULATION - MATCH EXISTING - SLOPE AS REQUIRED TO DRAIN EXISTING BEAM METAL JOISTS 4 PLYWOOD DECKING - REFERENCE STRUCTURAL EXISTING CONCRETE FLOOR SLAB CONCRETE FOOTING - REFERENCE STRUCTURAL SCALE: I /2 " =I' -0" D E W5- OI.DWG 0 I' F 2' 4' EXTERIOR COLORS AND MATERIALS SCHEDULE DIVISION 3 - CONCRETE SYMBOL MATERIAL MANUFACTURER COLOR / PATTERN / TYPE HORIZONTAL CONCRETE CLEAR SEALER ACM PANELS ACM -I CONC -I CONCRETE - BROOM FINISH AL -I ALUMINUM TRIM AND FLASHING - MATCH ACM PANELS ACM -I COLOR FCP -I DIVISION 7 - THERMAL AND MOISTURE PROTECTION SYMBOL MATERIAL MANUFACTURER COLOR / PATTERN / TYPE HORIZONTAL CONCRETE CLEAR SEALER ACM PANELS ACM -I ACM-1 AGM PANELS ALPOLIC BBR -RED AL -I ALUMINUM TRIM AND FLASHING - MATCH ACM PANELS ACM -I COLOR FCP -I FIBER CEMENT PANEL AMERICAN FIBER CEMENT CORP. DARK GRAY E20 FACTORY FINISH DIVISION 8 - DOORS AND WINDOWS SYMBOL MATERIAL MANUFACTURER COLOR / PATTERN / TYPE - EXISTING OVERHEAD GARAGE DOORS - PT -A DIVISION q - FINISHES SYMBOL MATERIAL MANUFACTURER COLOR / PATTERN / TYPE HORIZONTAL CONCRETE CLEAR SEALER ACM PANELS ACM -I EXTERIOR ALUMINUM FLASHING AND TRIM AL -I FACTORY FINISH EXISTING METAL FLASHING AND TRIM PT -A PAINT SHERWIN WILLIAMS COLOR: ESSENTIAL GRAY - SW6002 PAINT EXISTING STUCCO PAINT FIBER CEMENT PANELS FACTORY FINISH EXTERIOR COLORS AND MATERIALS SCHEDULE NOTES I. REFER TO SPECIFICATIONS ON SHEET G020. G 1 H BE- OI.DWG 0' 4' a' 16' EXTERIOR FINISH SCHEDULE MATERIAL FINISH HORIZONTAL CONCRETE CLEAR SEALER ACM PANELS ACM -I FACTORY FINISH ALUMINUM FLASHING AND TRIM AL -I FACTORY FINISH EXISTING METAL FLASHING AND TRIM PAINT EXISTING ALUMINUM STOREFRONT AND WINDOWS EXISTING FACTORY FINISH (CLEAR ANODIZED) EXISTING OVERHEAD GARAGE DOORS PAINT EXISTING STUCCO PAINT FIBER CEMENT PANELS FACTORY FINISH I. REFER TO EXTERIOR COLORS AND MATERIALS SCHEDULE FOR COLORS AND FINISHES. 2. PAINT EXISTING METAL REVEALS IN STUCCO. COLOR TO MATCH STUCCO. 2 3 4 5 6 MATERIALS LEGEND MATERIAL I PATTERN ALUMINUM PANELS see schedule for color and finish FIBER CEMENT PANELS see schedule for color and finish EXISTING STUCCO see schedule for color and finish J GENERAL NOTES NOTE I. DEMOLISH ACM PANELS AND RELATED FRAMING TO BUILDING SUBSTRATE. 2. PROVIDE FIBER CEMENT PANELS AS SHOWN. SHEET NOTES SYMBOL NOTE RE..;t7.!vc.0 CITY OF UKWIt. ^ AUG 2 9 2012 PERMIT CENTER K Helix design group AMERICAN INSTITUTE OF ARCHITECTS HELIX DESIGN GROUP INC EXTERIOR 7 ELEVATIONS AND WALL SECTIONS FIAT OF SEATTLE TENANT IMPROVEMENT TUKWILA, WA REVISION DATE 9 DATE JOB NO. 08.28.12 a12 -060 PERMIT SET '° A300 DRAWING NO. © HELIX DESIGN GROUP: ALL RIGHTS RESERVED. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group Plotted: Aug Seattle T.I \Dwgs \12471 s001.dwg B C GENERAL NOTES THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATIONS, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE REQUIRED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOB SITE SAFETY; ERECTION MEANS, METHODS, AND SEQUENCES; TEMPORARY SHORING, FORMWORK, BRACING; USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE RESISTANCE TO LOADS ON THE STRUCTURES DURING CONSTRUCTION PER SEI /ASCE STANDARD NO. 37 -02 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION." CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH DESIGN ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'S CONSTRUCTION PROCEDURES. STANDARDS ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2009 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED AND ADOPTED BY THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION. CONTRACT DRAWINGS / DIMENSIONS ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. CONSULTANT DRAWINGS BY OTHER DISCIPLINES ARE SUPPLEMENTARY TO ARCHITECTURAL DRAWINGS. REPORT DIMENSIONAL OMISSIONS OR DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND STRUCTURAL, MECHANICAL, ELECTRICAL OR CIVIL DRAWINGS TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. PRIMARY STRUCTURAL ELEMENTS ARE DIMENSIONED ON STRUCTURAL PLANS AND DETAILS AND OVERALL LAYOUT OF STRUCTURAL PORTION OF WORK. SOME SECONDARY ELEMENTS ARE NOT DIMENSIONED SUCH AS, WALL CONFIGURATIONS. INCLUDING EXACT DOOR AND WINDOW LOCATIONS, ALCOVES, SLAB SLOPES AND DEPRESSIONS, CURBS, ETC. VERTICAL DIMENSIONAL CONTROL IS DEFINED BY ARCHITECTURAL WALL SECTIONS AND BUILDING SECTIONS. STRUCTURAL DETAILS SHOW DIMENSIONAL RELATIONSHIPS TO CONTROL DIMENSIONS DEFINED BY ARCHITECTURAL DRAWINGS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. STRUCTURAL SCOPE OF WORK: THE SCOPE OF THE STRUCTURAL WORK INCLUDED AS PART OF THIS PROJECT IS LIMITED TO MODIFICATIONS AT THE MAIN ENTRY, WHICH WILL IMPACT ONLY VERTICAL LOAD CARRYING MEMBERS AND WILL NOT RESULT IN ANY CHANGE TO THE EXISTING LATERAL LOAD RESISTING SYSTEM. NEW FRAMING MEMBERS ARE DESIGNED TO MEET THE REQUIREMENTS OF THE 2009 IBC. ADDITIONAL IMPROVEMENTS INCLUDE THE ADDITION OF A HUNG SOFFIT CEILING IN THE MAIN ENTRY FOYER AND BRACING OF PARTIALHEIGHT PARTITIONS WITHIN THE INTERIOR OF THE BUILDING. NOT OTHER PORTIONS OF THE EXISTING STUCTURE WILL BE IMPACTED. DESIGN CRITERIA VERTICAL LOADS AREA DESIGN DEAD LOAD LIVE LOAD PARTITION LOAD CONCENTRATED LOADS ROOF 20 PSF 25 PSF 1 2 SNOW: (MINIMUM ROOF SNOW LOAD = 25 PSF) Pg = 20 PSF = GROUND SNOW LOAD Pf = 0.7CeCtI Pg = FLAT ROOF SNOW LOAD Ps = CsPf = SLOPED ROOF SNOW LOAD I = 1.0 Ce = 1.0, Ct = 1.0, Cs = VARIES LATERAL FORCES LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF ROOF AND FLOORS TO BRACED FRAME /SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO FOUNDATION BY BRACED FRAME /SHEAR WALL ACTION WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND /OR SLIDING FRICTION. OVERTURNING IS RESISTED BY DEAD LOAD OF THE STRUCTURE. WIND: THE BUILDING MEETS THE CRITERIA TO USE THE "METHOD 1 - SIMPLIFIED PROCEDURE" PER ASCE 7 -05. - EXPOSURE CATEGORY = B - BASIC WIND SPEED, Vas = 85 MPH - WIND IMPORTANCE FACTOR, Iw = 1.0 - OCCUPANCY BUILDING CATEGORY PER TABLE 1 -1 = II - INTERNAL PRESSURE COEFFICIENT (ENCLOSED) = ± 0.18 - COMPONENTS AND CLADDING LOADS, SEE THE FOLLOWING TABLES: ROOF SURFACES1 EFFECTIVE WIND AREA POSITIVE PRESSURES (PSF) NEGATIVE PRESSURES (PSF) ZONE 2 1 2 3 1 2 3 10 SF 10.0 10.0 10.0 -13.0 -21.8 -32.8 20 SF 10.0 10.0 10.0 -12.7 -19.5 -27.2 50 SF 10.0 10.0 10.0 -12.2 -16.4 -19.7 100 SF 10.0 10.0 10.0 -11.9 -14.1 -14.1 WALL SURFACES AND ROOF OVERHANGS 1 EFFECTIVE WIND AREA POSITIVE PRESSURE (PSF) NEGATIVE PRESSURE (PSF) ROOF OVERHANGS (PSF) ZONE 2 4 5 4 5 2 3 10 SF 13.0 13.0 -14.1 -17.4 -18.7 -30.9 20 SF 12.4 12.4 -13.5 -16.2 -18.4 -24.2 50 SF 11.6 11.6 -12.7 -14.7 -17.9 -15.4 100 SF 11.1 11.1 -12.2 -13.5 -17.7 -10.0 500 SF 9.7 9.7 -10.8 -10.8 - - 1. NET WIND PRESSURES AT ROOF SURFACES = VALUE FROM TABLE ABOVE -2/3 DEAD LOAD. 2. ZONES ARE AS DEFINED BY FIGURE 6 -3 IN ASCE 7 -05. A B D SEISMIC: (ASCE 7 -05) V = CsW WHERE Cs = Sos ; WITH ( e) Cs MINIMUM = 0.01 OR 0.5St Cs MINIMUM = - FOR Si > 0.6g Ie Sot Cs MAXIMUM = T(e) FOR T 5 TL OR SD1TL Cs MAXIMUM = T2 R ) FOR T > TL (Ie E SEISMIC IMPORTANCE FACTOR, Ie = 1.0 OCCUPANCY BUILDING CATEGORY PER TABLE 1 -1 = II SPECTRAL RESPONSE ACCELERATIONS Ss = 1.419 Si = 0.486 SITE CLASS PER TABLE 20.3 -1 = D DESIGN SPECTRAL RESPONSE ACCELERATIONS SDS = 0.946 & Sol = 0.491 SEISMIC DESIGN CATEGORY = D PIPES, DUCTS AND MECHANICAL EQUIPMENT SUPPORTED OR BRACED FROM STRUCTURE. CONFORM TO SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. PUBLICATION "SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECHANICAL SYSTEMS ". SPRINKLER LINE ATTACHMENTS SHALL CONFORM TO NFPA PAMPHLET 13. FOUNDATION DESIGN CRITERIA SOIL BEARING PRESSURE: 2000 PSF (ASSUMED)* ACTIVE PRESSURE - RESTRAINED: 50 PCF +14H SEISMIC SURCHARGE (ASSUMED) ACTIVE PRESSURE - UNRESTRAINED: 35 PCF +6H SEISMIC SURCHARGE (ASSUMED) PASSIVE RESISTANCE: 200 PCF (INCLUDES F.O.S. >_ 1.5) (ASSUMED) COEFFICIENT OF FRICTION: .35 (INCLUDES F.O.S. ? 1.5) (ASSUMED) *1/3 INCREASE ALLOWED FOR SEISMIC OR WIND LOADING ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH OR "STRUCTURAL BACKFILL ". NATIVE EARTH BEARING SHALL BE SURFACE COMPACTED. AREAS OVER- EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (F'c =2000 PSI) OR "STRUCTURAL BACKFILL ". AREAS DESIGNATED "STRUCTURAL BACKFILL" SHALL BE FILLED WITH APPROVED WELL- GRADED BANKRUN MATERIAL. MAXIMUM SIZE OF ROCK 4 ". FROZEN SOIL, ORGANIC MATERIAL AND DELETERIOUS MATTER NOT ALLOWED. COMPACT TO AT LEAST 95% OF ITS MAXIMUM DENSITY AS DETERMINED BY ASTM D1557. CONTRACTOR SHALL EXERCISE EXTREME CARE DURING EXCAVATION TO AVOID DAMAGE TO BURIED LINES, TANKS, AND OTHER CONCEALED ITEMS. UPON DISCOVERY, DO NOT PROCEED WITH WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FROM ARCHITECT. A COMPETENT REPRESENTATIVE OF THE OWNER SHALL INSPECT ALL FOOTING EXCAVATIONS FOR SUITABILITY OF BEARING SURFACES PRIOR TO PLACEMENT OF REINFORCING STEEL. PROVIDE DRAINAGE AND DEWATERING AROUND ALL WORK TO AVOID WATER - SOFTENED FOOTINGS. CONCRETE CAST -IN -PLACE CONCRETE CODES, SPECIFICATIONS, AND STANDARDS. CONCRETE WORK SHALL CONFORM TO THE FOLLOWING CODES, SPECIFICATIONS, AND STANDARDS, AND THE STANDARDS AND SPECIFICATIONS THEY REFERENCE. THE CONTRACTOR SHALL OBTAIN AND HAVE READILY AVAILABLE ON SITE THE LATEST VERSION OF THE "ACI MANUAL OF CONCRETE PRACTICE ": ACI: 1. ACI 117 'SPECIFICATIONS FOR TOLERANCES. FOR CONCRETE CONSTRUCTION AND MATERIALS AND COMMENTARY'. 2. ACI 301 'STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE'. 3. ACI 302.1 'GUIDE TO CONCRETE FLOOR AND SLAB CONSTRUCTION'. 4. ACI 304 'GUIDE FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE'. 5. ACI 305.1 'SPECIFICATIONS FOR HOT WEATHER CONCRETING'. 6. ACI 306.1 'STANDARD SPECIFICATION FOR COLD WEATHER CONCRETING'. 7. ACI 308.1 'STANDARD SPECIFICATION FOR CURING CONCRETE'. 8. ACI 309 'GUIDE FOR CONSOLIDATION OF CONCRETE'. 9. ACI 311.4 'GUIDE FOR CONCRETE INSPECTION'. 10. ACI 315 'DETAILS AND DETAILING OF CONCRETE REINFORCEMENT'. 11. ACI 318 'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE'. 12. ACI 506.2 'SPECIFICATION FOR SHOTCRETING'. 13. ACI 347 'GUIDE TO FORMWORK FOR CONCRETE'. 14. ACI 303.1 'STANDARD SPECIFICATION FOR CAST -IN PLACE ARCHITECTURAL CONCRETE'. ASTM: 1. ASTM C33 'STANDARD SPECIFICATION FOR CONCRETE AGGREGATES'. 2. ASTM C94 'STANDARD SPECIFICATION FOR READY -MIX CONCRETE'. 3. ASTM 0150 'STANDARD SPECIFICATION FOR PORTLAND CEMENT'. 4. ASTM C260 'STANDARD SPECIFICATION FOR AIR - ENTRAINED ADMIXTURES FOR CONCRETE'. 5. ASTM C309 'STANDARD SPECIFICATION FOR LIQUID MEMBRANE - FORMING COMPOUNDS FOR CURING CONCRETE'. 6. ASTM C494 'STANDARD SPECIFICATION FOR CHEMICAL ADMIXTURES FOR CONCRETE'. 7. ASTM C595 'STANDARD SPECIFICATION FOR BLENDED HYDRAULIC CEMENTS'. 8. ASTM C618 'STANDARD SPECIFICATION FOR ... FLY - ASH...'. 9. ASTM C989 'STANDARD SPECIFICATION FOR SLAG...'. 10. ASTM C1017 'STANDARD SPECIFICATION FOR CHEMICAL ADMIXTURES FOR USE IN PRODUCING FLOWING CONCRETE'. 11. ASTM 01116 'STANDARD SPECIFICATION FOR FIBER - REINFORCED CONCRETE'. 12. ASTM 01218 'STANDARD TEST METHOD FOR WATER - SOLUBLE CHLORIDE IN MORTAR AND CONCRETE'. 13. ASTM 01315 'STANDARD SPECIFICATION FOR LIQUID MEMBRANE - FORMING COMPOUNDS HAVING SPECIAL PROPERTIES FOR CURING AND SEALING', MIX DESIGNS: THE CONTRACTOR SHALL DESIGN CONCRETE MIXES THAT MEET OR EXCEED THE REQUIREMENTS OF THE CONCRETE MIX TABLE. THE MIX DESIGNS SHALL FACILITATE ANTICIPATED PLACEMENT METHODS, WEATHER, REBAR CONGESTION, ARCHITECTURAL FINISHES, CONSTRUCTION SEQUENCING, STRUCTURAL DETAILS, AND ALL OTHER FACTORS REQUIRED TO PROVIDE A STRUCTURALLY SOUND, AESTHETICALLY ACCEPTABLE FINISHED PRODUCT. WATER REDUCING ADMIXTURES WILL LIKELY BE REQUIRED TO MEET THESE REQUIREMENTS. CONCRETE MIX DESIGNS SHALL CLEARLY INDICATE THE TARGET SLUMP. SLUMP TOLERANCE SHALL BE ± 1 -1/2 INCHES. E F F G AGGREGATE: COARSE AND FINE AGGREGATE SHALL CONFORM TO ASTM C33 CEMENT: CEMENT SHALL CONFORM TO ASTM C150, TYPE II PORTLAND CEMENT, UNLESS NOTED OTHERWISE. FLYASH: SHALL CONFORM TO ASTM C618 CLASS C OR F, MAXIMUM LOSS OF IGNITION SHALL BE 1.0 %. SLAG: GROUND GRANULATED BLAST - FURNACE (GGBF) SLAG SHALL CONFORM TO ASTM C989 GRADE 100 OR 120. ALTERNATE MIX DESIGNS: VARIATIONS TO THE MIX DESIGN PROPORTIONS MAY BE ACCEPTED IF SUBSTANTIATED IN ACCORDANCE WITH ACI 318, CHAPTER 5. PROVIDE SUBMITTALS A MINIMUM OF TWO WEEKS PRIOR TO BID FOR DETERMINATION OF ACCEPTABILITY. ADMIXTURES: ADMIXTURES SHALL BE BY MASTER BUILDERS, W.R. GRACE, OR PRE - APPROVED EQUAL. ALL MANUFACTURERS RECOMMENDATIONS SHALL BE FOLLOWED. WATER: SHALL BE CLEAN AND POTABLE. MAXIMUM CHLORIDE CONTENT: THE MAXIMUM WATER SOLUBLE CHLORIDE CONTENT SHALL NOT EXCEED 0.15% BY WEIGHT OF CEMENTITIOUS MATERIAL UNLESS NOTED OTHERWISE. CONCRETE EXPOSED TO WEATHER: PROVIDE 5.0% TOTAL AIR CONTENT FOR ALL CONCRETE EXPOSED TO WEATHER. TOTAL AIR CONTENT IS THE SUM OF ENTRAINED AIR PROVIDED BY ADMIXTURES AND NATURALLY OCCURRING ENTRAPPED AIR. AIR CONTENT SHALL BE TESTED PRIOR TO BEING PLACED IN THE PUMP HOPPER OR BUCKET; IT IS NOT REQUIRED TO BE TESTED AT THE DISCHARGE END OF THE PUMP HOSE. THE TOLERANCE ON ENTRAPPED AIR SHALL BE +2.0% AND -1.5% WITH THE AVERAGE OF ALL TESTS NOT LESS THAN THE SPECIFIED AMOUNT. TOTAL CEMENTITIOUS MATERIAL: THE SUM OF ALL CEMENT PLUS FLYASH AND SLAG. AT THE CONTRACTORS OPTION FLYASH OR SLAG MAY BE SUBSTITUTED FOR CEMENT BUT SHALL NOT EXCEED 25% BY WEIGHT OF TOTAL CEMENTITIOUS MATERIAL. IN NO CASE SHALL THE AMOUNT OF FLYASH OR SLAG BE LESS THAN REQUIRED BY THE CONCRETE MIX DESIGN TABLE. FOOTING MIXES SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, ALL OTHER MIXES SHALL CONTAIN NOT LESS THAN 5 -1/2 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, UNLESS NOTED OTHERWISE. CONCRETE MIX NOTES: 1. FIBROUS CONCRETE REINFORCEMENT SHALL BE "FIBERMESH" MANUFACTURED BY PROPEX CONCRETE SYSTEMS OR PRE - APPROVED EQUAL AND SHALL CONFORM TO ASTM C1116 TYPE III 4.1.3, PERFORMANCE LEVEL 1, AND SHALL BE 100 PERCENT VIRGIN POLYPROPYLENE, FIBRILLATED FIBERS CONTAINING NO REPROCESSED OLEFIN MATERIALS AND SPECIFICALLY MANUFACTURED FOR USE AS CONCRETE SECONDARY REINFORCEMENT. DOSAGE SHALL FOLLOW MANUFACTURER'S RECOMMENDATION BUT NOT LESS THAN 1.5 LB /CU. YD. CONCRETE PLACEMENT PLACE CONCRETE FOLLOWING ALL APPLICABLE ACI RECOMMENDATIONS. CONCRETE SHALL BE PROPERLY CONSOLIDATED PER ACI 309 USING INTERIOR MECHANICAL VIBRATORS, DO NOT OVER- VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS. IF CONCRETE IS PLACED BY THE PUMP METHOD, HORSES SHALL BE PROVIDED TO SUPPORT THE HOSE, THE HOSE SHALL NOT BE ALLOWED TO RIDE ON THE REINFORCING. WEATHER FORECASTS SHALL BE MONITORED AND ACI RECOMMENDATIONS FOR HOT AND COLD WEATHER CONCRETING SHALL BE FOLLOWED AS REQUIRED. CONCRETE SHALL NOT FREE FALL MORE THAN 5 FEET DURING PLACEMENT WITHOUT WRITTEN APPROVAL OF STRUCTURAL ENGINEER. FLOATING & FINISHING OPERATIONS: WATER SHALL NOT BE ADDED TO THE CONCRETE SURFACE DURING FLOATING & FINISHING OPERATIONS. PRE - APPROVED EVAPORATION RETARDER SPECIFICALLY DESIGNED FOR FLOATING & FINISHING OPERATIONS ARE ACCEPTABLE. FORMED SURFACES: FORMWORK CLASS OF SURFACE PER ACI 347 TABLE 3.1 DESIGN f'c (PSI) (AT 28 DAYS U.N.O.) MAX. W C / RATIO MIN. FLYASH OR SLAG (PCY) AGGREGATE GRADING ASTM G AASHTO NOTES SLAB ON GRADE - EXPOSED TO WEATHER 5000 0.40 100 57 OR 67 1 SLABS ON GRADE - UNO 4000 0.45 100 57 OR 67 1 FOUNDATIONS - UNO 3000 0.50 -- 57 OR 67 ALL OTHER CONCRETE 4000 0.50 -- 57 OR 67 CONCRETE MIX NOTES: 1. FIBROUS CONCRETE REINFORCEMENT SHALL BE "FIBERMESH" MANUFACTURED BY PROPEX CONCRETE SYSTEMS OR PRE - APPROVED EQUAL AND SHALL CONFORM TO ASTM C1116 TYPE III 4.1.3, PERFORMANCE LEVEL 1, AND SHALL BE 100 PERCENT VIRGIN POLYPROPYLENE, FIBRILLATED FIBERS CONTAINING NO REPROCESSED OLEFIN MATERIALS AND SPECIFICALLY MANUFACTURED FOR USE AS CONCRETE SECONDARY REINFORCEMENT. DOSAGE SHALL FOLLOW MANUFACTURER'S RECOMMENDATION BUT NOT LESS THAN 1.5 LB /CU. YD. CONCRETE PLACEMENT PLACE CONCRETE FOLLOWING ALL APPLICABLE ACI RECOMMENDATIONS. CONCRETE SHALL BE PROPERLY CONSOLIDATED PER ACI 309 USING INTERIOR MECHANICAL VIBRATORS, DO NOT OVER- VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS. IF CONCRETE IS PLACED BY THE PUMP METHOD, HORSES SHALL BE PROVIDED TO SUPPORT THE HOSE, THE HOSE SHALL NOT BE ALLOWED TO RIDE ON THE REINFORCING. WEATHER FORECASTS SHALL BE MONITORED AND ACI RECOMMENDATIONS FOR HOT AND COLD WEATHER CONCRETING SHALL BE FOLLOWED AS REQUIRED. CONCRETE SHALL NOT FREE FALL MORE THAN 5 FEET DURING PLACEMENT WITHOUT WRITTEN APPROVAL OF STRUCTURAL ENGINEER. FLOATING & FINISHING OPERATIONS: WATER SHALL NOT BE ADDED TO THE CONCRETE SURFACE DURING FLOATING & FINISHING OPERATIONS. PRE - APPROVED EVAPORATION RETARDER SPECIFICALLY DESIGNED FOR FLOATING & FINISHING OPERATIONS ARE ACCEPTABLE. FORMED SURFACES: FORMWORK CLASS OF SURFACE PER ACI 347 TABLE 3.1 ITEM CLASS OF FINISH ALL SURFACES EXPOSED TO PUBLIC VIEW, U.N.O. A ALL SURFACES RECEIVING A COURSE TEXTURED COATING SUCH AS PLASTER OR STUCCO, UNLESS NOTED OTHERWISE B ALL OTHER SURFACES, UNLESS NOTED OTHERWISE C FORMWORK STRIPPING COLUMNS & WALLS: COLUMNS AND WALLS NOT SUPPORTING FRAMING WEIGHT MAY BE STRIPPED AS SOON AS FORMS CAN BE REMOVED WITHOUT DAMAGING THE CONCRETE AND THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 500 PSI. COLD WEATHER PLACEMENT 1. COLD WEATHER IS DEFINED BY ACI 306 AS "A PERIOD WHEN FOR MORE THAN 3 SUCCESSIVE DAYS THE MEAN DAILY TEMPERATURE DROPS BELOW 40' F." 2. NO CONCRETE SHALL BE PLACED ON FROZEN OR PARTIALLY FROZEN GROUND. THAWING THE GROUND WITH HEATERS IS PERMISSIBLE. 3. CONCRETE MIX TEMPERATURES SHALL BE AS SHOWN BELOW. HEATING OF WATER AND /OR AGGREGATES MAY BE REQUIRED TO ATTAIN THESE TEMPERATURES. 4. THE CONCRETE MAY REQUIRE PROTECTION FOR 4 -7 DAYS AFTER POURING. IF TEMPERATURES REMAIN BELOW FREEZING, INSULATING BLANKET COVERAGE IS REQUIRED. IF TEMPERATURES ARE SLIGHTLY BELOW FREEZING (30' F MIN.) AT NIGHT AND ABOVE FREEZING DURING THE DAY, KRAFT PAPER WITH COMPLETE COVERAGE MAY BE USED IN LIEU OF INSULATED BLANKETS. 5. NO ADDITIVES CONTAINING CHLORIDES SHALL BE USED. USE "POZZUTEC 20 +" BY MASTER BUILDERS OR "POLARSET" BY W.R. GRACE OR PRE - APPROVED EQUAL. CONDITION OF PLACEMENT AND CURING WALLS & SLABS FOOTINGS MIN. TEMP. FRESH CONCRETE AS ABOVE 30' F. 60 55 MIXED FOR WEATHER INDICATED. 0 TO 30' F. 65 60 DEGREES F. BELOW 0' F. 70 65 MIN. TEMP. FRESH CONCRETE AS PLACED AND MAINTAINED, DEGREES F. 55 50 MAX. ALLOWABLE GRADUAL DROP IN TEMP. THROUGHOUT FIRST 24 HOURS AFTER END OF PROTECTION, DEGREES F. 50 40 G H J REVIEWED FOR CODE COMPLIANCE APPROVED SEP 19 2012 City of Tukwila BUILDING DIVISION J K a:- .1.9 7 Rt�1t ;!:.L) CITY OF TLIKVII. AUG 2 9 2012 PERMIT CENTER K 1 2 3 4 UFA Helix design g rou p AMERICAN INSTITUTE OF ARCHITECTS Kil©11 41 PCS Structural Solutions 811 First Avenue, Suite 620 Seattle, Washington 98104 tel: 206.292.5076 1250 Pacific Avenue, Suite 701 Tacoma, Washington 98402 tel: 253.383.2797 www.pcs-structural.com 6 GENERAL NOTES 7 FIAT OF SEATTLE 8 TENANT IMPROVMENT SEATTLE, WASHINGTON REVISION DATE 9 DATE JOB NO. OB.21.12 AI2 -060 PERMIT SET DRAWING NO. © HELIX DESIGN GROUP: ALL RIGHTS RESERVED. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group 1 2 3 4 5 6 m 0 7 ro N O N Seattle T.I \Dwgs \12471 s002.dwg 4- 0 0 9 N N 110 A HOT OR WINDY WEATHER PLACEMENT B C HOT WEATHER IS DEFINED BY ACI 305 AS "ANY COMBINATION OF HIGH AIR TEMPERATURE, LOW RELATIVE HUMIDITY, AND WIND VELOCITY, TENDING TO IMPAIR THE QUALITY OF FRESH HARDENED CONCRETE.. ACI 305 FIGURE 2.1.5 SHALL BE USED BY THE CONTRACTOR TO ESTIMATE THE RATE OF EVAPORATION. WHEN THE ESTIMATED RATE OF EVAPORATION IS GREATER THAN 0.2 PSF /HOUR THE PLACEMENT SHALL BE CONSIDERED A HOT WEATHER PLACEMENT. PRECAUTIONS AGAINST PLASTIC SHRINKAGE CRACKING ARE NECESSARY. PRECAUTIONS TAKEN BY THE CONTRACTOR VARY DEPENDING UPON THE FACTORS ASSOCIATED WITH WATER EVAPORATION AND INCLUDE BUT ARE NOT LIMITED TO: 1. LIMITING CONCRETE TEMPERATURE TO 100'F AT TIME OF PLACEMENT. 2. APPLICATION OF AN EVAPORATION RETARDER. 3. USE OF FOG SPRAY. 4. REDUCTION OF POUR SIZE. 5. PLACING CONCRETE AT NIGHT. CONTROL AND CONSTRUCTION JOINTS CONSTRUCTION JOINTS SHALL MEET THE REQUIREMENTS OF ACI 301 SECTIONS 2.2.2.5 AND 5.3.2.6. SPECIAL BONDING METHODS PER SECTION 5.3.2.6 SHALL BE SATISFIED BY ITEM 6 BELOW UNLESS OTHERWISE DETAILED ON THE STRUCTURAL DRAWINGS. WHERE CONSTRUCTION JOINTS ARE NOT SHOWN ON PLAN OR ADDITIONAL CONSTRUCTION JOINTS ARE REQUIRED SUBMIT PROPOSED JOINTING FOR STRUCTURAL ENGINEERS APPROVAL. PROVIDE CONSTRUCTION JOINTS AS INDICATED BELOW UNLESS NOTED OTHERWISE ON THE PLANS: 1. SLABS ON GRADE. PROVIDE CONSTRUCTION AND /OR CONTROL JOINTS AT 16 FEET 0.0. MAXIMUM FOR UNEXPOSED SLABS ON GRADE AND 12 FEET 0.0. FOR EXPOSED SLABS ON GRADE. COORDINATE JOINTS WITH ARCHITECTURAL DRAWINGS. 2. ATTACHMENT OF NEW CONCRETE TO EXISTING: WHERE SHOWN, ROUGHEN CONCRETE TO A MINIMUM AMPLITUDE OF 1/4" USING IMPACT HAMMER. REMOVE ALL LOOSE OR DAMAGED CONCRETE, THOROUGHLY FLUSH ALL SURFACES WITH POTABLE WATER, AIR BLAST WITH OIL FREE COMPRESSED AIR TO REMOVE ALL WATER. EMBEDDED ITEMS 1. NO ALUMINUM ITEMS SHALL BE EMBEDDED IN ANY CONCRETE. 2. ALL EMBED PLATES SHALL BE SECURELY FASTENED IN PLACE. 3. ALL EMBEDDED STEEL ITEMS EXPOSED TO EARTH SHALL BE GALVANIZED. 4. ALL EMBEDDED STEEL ITEMS EXPOSED TO WEATHER SHALL BE PAINTED UNLESS NOTED AS GALVANIZED. SEE DRAWINGS AND SPECIFICATIONS FOR PAINT, PRIMER, AND GALVANIZING REQUIREMENTS. 5. EMBEDDED CONDUIT IS NOT PERMITTED IN CONCRETE SLABS ON METAL DECK UNLESS SPECIFICALLY NOTED ON THE STRUCTURAL DRAWINGS. 6. EMBEDDED FLEXIBLE CONDUIT IS PERMITTED IN OTHER CAST IN PLACE CONCRETE SLABS WITH A THICKNESS GREATER OR EQUAL TO 5 —i INCHES. WHERE PERMITTED IT MAY BE PLACED ON TOP OF THE BOTTOM MAT OF REINFORCING. THE OUTSIDE DIAMETER OF THE CONDUIT SHALL NOT BE GREATER THAN 1 —INCH. A MINIMUM OF 2— INCHES CLEAR SHALL BE PROVIDED BETWEEN CONDUIT AND PARALLEL REINFORCING. SPACE CONDUITS A MINIMUM OF 12— INCHES APART, WHERE THIS IS NOT POSSIBLE NOTIFY ENGINEER FOR ADDITIONAL REINFORCING REQUIREMENTS. CONCRETE CURING AND SEALING CURING PROCEDURES SHALL COMMENCE IMMEDIATELY AFTER FINISHING CONCRETE TO MAINTAIN CONCRETE IN A MOIST CONDITION. VERIFY CURING AND /OR SEALING PRODUCTS ARE COMPATIBLE WITH FLOOR COVERINGS SHOWN ON THE ARCHITECTURAL DRAWINGS. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS. SLABS ARE DEFINED AS SLABS ON GRADE, CONCRETE ON METAL DECK, ELEVATED POST— TENSIONED OR MILD REINFORCED DECKS, AND TOPPING SLABS ITEM CONCRETE CURING NOTES SLABS EXPOSED TO EARTH OR WEATHER OR VEHICLE OR FORKLIFT TRAFFIC INCLUDING LOADING DOCKS 1, (3 OR 4 OR 5), 6 ALL OTHER SLABS 1, (3 OR 4 OR 5) FORMED SURFACES EXCLUDING FOUNDATIONS 2 ALL OTHER CONCRETE NONE CONCRETE CURING NOTES: 1. WHEN THE ESTIMATED EVAPORATION RATE IS GREATER THAN 0.2 PSF /HOUR, PROVIDE A SPRAY APPLIED EVAPORATION RETARDER IMMEDIATELY AFTER CONCRETE PLACEMENT. THE EVAPORATION RATE MAY BE CALCULATED PER ACI 305 FIGURE 2.1.5. 2. APPLY A LIQUID MEMBRANE FORMING CURING COMPOUND, CONFORMING TO ASTM C309 TYPE 1 CLASS B SPECIFICATIONS, PER MANUFACTURERS RECOMMENDATIONS TO ALL FORMED SURFACES IMMEDIATELY AFTER FORM REMOVAL. NOT REQUIRED IF FORMWORK REMAINS IN PLACE FOR MORE THAN 7 DAYS. 3. PROVIDE PRE — APPROVED CONTINUOUS WET CURE METHOD FOR A MINIMUM OF 14 DAYS. 4. APPLY A LIQUID MEMBRANE FORMING CURING COMPOUND, CONFORMING TO ASTM C309 TYPE 1 CLASS B SPECIFICATIONS OR ASTM C1315 TYPE 1 CLASS A SPECIFICATIONS, PER MANUFACTURERS RECOMMENDATIONS IMMEDIATELY AFTER FINAL FINISHING. CURING COMPOUND SHALL BE COMPATIBLE WITH ARCHITECTURAL FLOOR COVERINGS AND SEALERS. 5. PROVIDE 'ULTRACURE MAX' MOISTURE RETAINING COVER BY MCTECH GROUP, OR APPROVED EQUAL, FOR A MINIMUM OF 14 DAYS. 6. APPLY A SILANE SEALER WITH MINIMUM SOLIDS CONTENT OF 40% PER MANUFACTURERS RECOMMENDATIONS. GROUT NON— SHRINK GROUT: MASTER BUILDERS "MASTERFLOW 555" OR PRE — APPROVED EQUAL. GROUT SHALL CONFORM TO CRD —C621 AND ASTM C1107 WHEN TESTED AT A FLUID CONSISTENCY PER CRD- C611-85 FOR 30 MINUTES. GROUT MAY BE PLACED FROM A 25 SECOND FLOW TO A STIFF PACKING CONSISTENCY. FILL OR PACK ENTIRE SPACE UNDER PLATES OR SHAPES. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PREPARATION, INSTALLATION, AND CURING. EPDXY GROUT IN CONCRETE: HILTI HIT —HY 150 MAX —SD OR PRE — APPROVED EQUAL. TWO PART LOW SAG EPDXY. USE EQUIPMENT WHICH WILL ACCURATELY MIX AND DISPENSE THE COMPONENTS. HOLE SHALL BE HAMMER — DRILLED ONLY. HOLE SHALL BE DRY AND CLEANED WITH WIRE BRUSH AND PRESSURIZED AIR JUST PRIOR TO INSTALLING GROUT. THE REBAR OR ROD SHALL BE ROTATED AS IT IS PUSHED INTO THE HOLE. COLD WEATHER GROUTING SHALL BE DONE WITH PROPER GROUT FORMULA. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS. A B C D E REINFORCING STEEL REINFORCING STEEL SHALL CONFORM TO: ASTM A615, GRADE 60 TYPICAL UNLESS NOTED OTHERWISE. ASTM A615 GRADE 75 WHERE NOTED AS Fy = 75 ON DRAWINGS. ASTM A615 GRADE 80 WHERE NOTED AS Fy = 80 ON DRAWINGS. ASTM A615 GRADE 40 WHERE NOTED AS Fy = 40 ON DRAWINGS, HIGHER GRADES MAY NOT BE SUBSTITUTED. ASTM A706 GRADE 60 FOR ALL HORIZONTAL BEAM BARS, VERTICAL COLUMN BARS, VERTICAL SHEAR WALL BARS. PER ACI 318, ASTM A615 GRADE 60 MAY BE SUBSTITUTED FOR THESE MEMBERS IF THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN 18 KSI AND THE RATIO OF ACTUAL ULTIMATE TENSILE STRENGTH TO ACTUAL YIELD STRENGTH IS NOT LESS THAN 1.25. ASTM A706 GRADE 60 FOR ALL WELDED BARS. DETAIL FABRICATE AND PLACE PER ACI 315 AND ACI 318. REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE. Fy=60 KSI (UNLESS NOTED OTHERWISE) FILLER METAL TENSILE STRENGTH BAR SIZE MINIMUM LAP SPLICE LENGTHS ( "Ls ") MINIMUM DEVELOPMENT LENGTHS ( "Ld ') MINIMUM EMBEDMENT LENGTH FOR STANDARD END HOOKS ( "Ldh ") TOP BARS (1) OTHER BARS TOP BARS (1) OTHER BARS #3 2' -0" 1' -6" 1' -6" 1' -3" 0' -7" #4 2' -8" 2' -0" 2' —O" 1' -7" O' -9" #5 3' -4" 2' -7" 2' -7" 2' —O" 1' —O" #6 4' -0" 3' -1" 3' -1" 2' -4" 1' -2" #7 5' -10" 4' -6" 4' -6" 3' -6" 1' -5" #8 6' -8" 5' -2" 5' -2" 3' -11" 1' -7" #9 7' -6" 5' -10" 5' -10" 4' -6" 1' -9" #10 8' -6" 6' -6" 6' -6" 5' -0" 2' -0" #11 9' -5" 7' -3" 7' -3" 5' -7" 2' -3" #14 MECHANICAL SPLICE REQUIRED 8' -8" 6' -8" 2' -8" #18 MECHANICAL SPLICE REQUIRED 11' -7" 8' -11" 3' -7" SPLICE TABLE NOTE: 1. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. REINFORCING STEEL COVER PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS NOTED OTHERWISE. CONCRETE CAST AGAINST EARTH 3" EXPOSED TO WEATHER OR EARTH 2" TIES ON BEAMS AND COLUMNS 1 -1/2" WALLS AND SLABS NOT EXPOSED TO WEATHER - - -- 3/4" AUGERCAST PILES 2 -1 /2" STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION ALL WORKMANSHIP SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION, 13TH EDITION, THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS MARCH 9, 2005, THE AISC CODE OF STANDARD PRACTICE, MARCH 13, 2005 AND THE AISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS, MARCH 9, 2005 INCLUDING SUPPLEMENT NO. 1, NOVEMBER 16, 2005. STEEL MEMBERS ARE EQUALLY SPACED BETWEEN COLUMNS AND /OR DIMENSION POINTS UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS AND JOINT PREPARATIONS THAT INCLUDE BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES, AND OTHER AIDES, WELDING PROCEDURES, REQUIRED ROOT OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS. WELD EXTENSION TABS, COPES, SURFACE ROUGHNESS VALUES AND TAPERS OF UNEQUAL PARTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLIANCE WITH ALL CURRENT OSHA REQUIREMENTS. HOLES, COPES OR OTHER CUTS OR MODIFICATIONS OF THE STRUCTURAL STEEL MEMBERS SHALL NOT BE MADE IN THE FIELD WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. MATERIAL PROPERTIES SHAPES AND PLATES: ASTM A36 (Fy = 36 KSI) TYP. U.N.O.; ASTM A572 (Fy = 50 KSI) WHERE INDICATED HOLLOW STRUCTURAL SECTIONS: RECTANGULAR & SQUARE — ASTM A500 GRADE B (Fy = 46 KSI) ROUND — ASTM A500 GRADE B (Fy = 42 KSI) STRUCTURAL STEEL PIPES: ASTM A53, GRADE B, TYPE E OR S (Fy = 35 KSI) MACHINE BOLTS (M.B.): ASTM A307, GRADE A ANCHOR BOLTS (A.B.): ASTM F1554, GRADE 36, CLASS 2A TYPICAL, UNLESS OTHERWISE NOTED, ASTM F1554, GRADE 105 WHERE INDICATED. WELDING STRUCTURAL STEEL: WELD IN ACCORDANCE WITH "STRUCTURAL WELDING CODE" AWS D1.1. STRUCTURAL STEEL LATERAL FRAME: WELD IN ACCORDANCE WITH "STRUCTURAL WELDING CODE SEISMIC SUPPLEMENT" AWS D1.8. CERTIFICATION: ALL WELDING SHALL BE PERFORMED BY WABO /AWS CERTIFIED WELDERS. WELDERS SHALL BE PREQUALIFIED FOR EACH POSITION AND WELD TYPE WHICH THE WELDER WILL BE PERFORMING. GRAVITY FRAME WELD TYPE FILLER METAL TENSILE STRENGTH CHARPY V —NOTCH (CVN) RATING FILLET 70 KSI PARTIAL PENETRATION 70 KSI COMPLETE PENETRATION 70 KSI 20 FT —LBS © —20 DEG F D E F WELDED CONNECTIONS INSPECTION: G H 1. ALL WELDING SHALL BE CHECKED BY VISUAL MEANS AND BY OTHER METHODS DEEMED NECESSARY BY THE WELDING INSPECTOR. THE STANDARDS OF ACCEPTANCE FOR WELDS TESTED BY ULTRASONIC METHODS SHALL CONFORM TO AWS D1.1. ALL WELDS FOUND TO BE DEFECTIVE SHALL BE REPAIRED AND REINSPECTED BY THE SAME METHODS ORIGINALLY USED, AND THIS REPAIR AND REINSPECTION SHALL BE PAID FOR BY THE CONTRACTOR. GENERAL REQUIREMENTS BOLTED CONNECTIONS INSPECTION: CONNECTIONS MADE WITH BEARING TYPE BOLTS SHALL BE INSPECTED PER SECTION 9.1 AND CONNECTIONS MADE WITH SLIP — CRITICAL TYPE BOLTS (A325SC OR A490SC) SHALL BE INSPECTED PER SECTION 9.3 OF RCSC SPECIFICATION. EPDXY GROUTED ANCHORS: "ALL— THREAD" — ASTM A36 (FY = 36 KSI) UNLESS NOTED OTHERWISE. EXPANSION ANCHORS: AT CONCRETE, PROVIDE " KWIKBOLT TZ" BY HILTI, INC., OR "STRONG —BOLT" BY SIMPSON STRONG TIE, INC., OR PRE — APPROVED EQUAL. AT MASONRY WALLS, "KWIKBOLT III" BY HILTI, INC., "POWER —BOLT" BY POWERS /RAWL FASTENING, INC. OR "WEDGE —ALL" BY SIMPSON STRONG TIE, INC OR PRE — APPROVED EQUAL. EMBED BOLT INTO CONCRETE OR MASONRY 8 BOLT DIAMETERS MINIMUM, UNLESS NOTED OTHERWISE. INSTALL ANCHOR PER MANUFACTURER'S PUBLISHED RECOMMENDATIONS. FINISH: STRUCTURAL STEEL SHALL BE UNPAINTED, UNLESS NOTED OTHERWISE, AND SHALL BE CLEAN OF LOOSE RUST, LOOSE MILL SCALE, OIL, GREASE AND OTHER FOREIGN SUBSTANCES AND SHALL MEET THE REQUIREMENTS OF SSPC —SP1. WHERE STRUCTURAL STEEL IS NOTED TO BE PAINTED, ALL AREAS COMPRISING THE FAYING SURFACES OF BOLTED CONNECTIONS MADE WITH SLIP — CRITICAL TYPE BOLTS (A325SC OR A490SC) SHALL COMPLY WITH THE REQUIREMENTS OF THE RCSC SPECIFICATION. WHERE STRUCTURAL STEEL IS NOTED TO BE GALVANIZED, IT SHALL BE HOT —DIP GALVANIZED IN ACCORDANCE WITH ASTM A123, A384, AND A385. ALL SURFACES WITHIN TWO INCHES OF ANY FIELD WELD LOCATION SHALL BE FREE OF MATERIALS THAT WOULD PREVENT PROPER WELDING OR PRODUCE OBJECTIONABLE FUMES. FIELD TOUCH —UP OF PRIMED, PAINTED, AND GALVANIZED SURFACES SHALL BE PERFORMED TO REPAIR COATING ABRASIONS, AS WELL AS TO PROTECT ALL AREAS AT CONNECTIONS. COLD- FORMED STEEL FRAMING CONSTRUCTION: THE DESIGN, INSTALLATION AND CONSTRUCTION OF COLD— FORMED CARBON OR LOW —ALLOY STEEL, STRUCTURAL AND NON— STRUCTURAL STEEL FRAMING, SHALL BE IN ACCORDANCE WITH IBC SECTION 2210 AND AMERICAN IRON AND STEEL INSTITUTE (AISI) STANDARD S100 AND SHALL BE MANUFACTURED BY A MEMBER OF THE STEEL STUD MANUFACTURER'S ASSOCIATION (SSMA), OR PRE — APPROVED EQUAL, IN ACCORDANCE WITH SSMA ICC ER- 4943P. ALL 54 MIL AND HEAVIER GALVANIZED MEMBERS SHALL BE FORMED FROM STEEL THAT MEETS THE REQUIREMENTS OF ASTM A653, QUALITY SQ, GRADE 50, CLASS 1, FY =50 KSI. ALL 43 MIL AND LIGHTER GALVANIZED MEMBERS SHALL BE FORMED FROM STEEL THAT MEETS THE REQUIREMENTS OF ASTM A653, QUALITY SQ, GRADE 33, FY =33 KSI. BRIDGING PER MANUFACTURER'S REQUIREMENTS AND AS SHOWN IN THE STRUCTURAL DRAWINGS SHALL BE IN PLACE PRIOR TO PLACING OF ANY CONSTRUCTION LOADS. ALL RUNS SHALL BE RIGIDLY ANCHORED TO END WALLS. EXTERIOR WALL AND BEARING WALL COLD— FORMED STEEL FRAMING: COLD— FORMED STEEL FRAMING MEMBERS SHALL MEET THE TYPE, SIZE AND THICKNESS AS INDICATED ON THE STRUCTURAL PLANS AND SPECIFICATIONS. INTERIOR NON— BEARING WALL, CEILING, SOFFIT, AND OTHER MISC. COLD— FORMED STEEL FRAMING: COLD— FORMED STEEL FRAMING MEMBERS SHALL MEET THE TYPE, SIZE, AND THICKNESS AS INDICATED IN THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS, AND SHALL CONFORM TO THE MINIMUM PERSCRIPTIVE REQUIREMENTS OF THE GYPSUM CONSTRUCTION HANDBOOK BY CGC, INC. FRAMING CONDITIONS THAT EXCEED THE WEIGHT, SPAN OR HEIGHT LIMITATIONS SHALL BE CONSTRUCTED USING APPLICABLE DETAILS ON THE STRUCTURAL DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, DETAILING, FABRICATION AND ERECTION OF ALL COLD— FORMED FRAMING NOT SPECIFICALLY DETAILED IN THE GYPSUM CONSTRUCTION HANDBOOK OR ON THE STRUCTURAL DRAWINGS. THE DESIGN AND DETAILING OF THE COLD— FORMED STEEL FRAMING AND CONNECTION TO THE STRUCTURE SHALL BE PREPARED UNDER THE DIRECTION OF AND STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON AND SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO CONSTRUCTION. COLD— FORMED STEEL FRAMING SUBSTITUTION: AT THE CONTRACTOR'S OPTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, DETAILING, FABRICATION AND ERECTION OF THE INTERIOR NON— BEARING COLD— FORMED STEEL FRAMING NOT OCCURING AT BRICK VENEER AND THE CONNECTION OF THE COLD— FORMED STEEL FRAMING TO THE STRUCTURE. THE DESIGN AND DETAILING OF THE COLD— FORMED STEEL FRAMING AND CONNECTION TO THE STRUCTURE SHALL BE PREPARED UNDER THE DIRECTION OF AND STAMPED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON AND SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO CONSTRUCTION. POWDER ACTUATED FASTENERS: SHALL BE 0.157 INCH SHANK DIAMETER X —U UNIVERSAL KNURLED SHANK FASTENER MANUFACTURED BY HILTI CORPORATION OR SHALL BE 0.145 INCH SHANK DIAMETER 8MM HEAD DRIVE PIN MANUFACTURED BY POWERS /RAWL OR PRE — APPROVED EQUAL AND SHALL BE INSTALLED PER ALL MANUFACTURERS RECOMMENDATIONS. F G H J REVIEWED FOR CODE COMPLIANCE APPROVED SEP 19 2012 City of Tukwila BUILDING DIVISION J K (.1=x87 CITY F I ;. i =?. AUG 2 9 Z012 ERMIT CENTER K 2 design grc :› AMERICAN INSTITUTE OF ARCHITECTS 4 al PCS Structural Solutions 811 First Avenue, Suite 620 Seattle, Washington 98104 tel: 206.292.5076 1250 Pacific Avenue, Suite 701 Tacoma, Washington 98402 tel: 253.383.2797 www.pcs - structural.com 6 GENERAL NOTES 7 FIAT OF SEATTLE 8 TENANT MPROVMENT SEATTLE, WASHINGTON REVYSIOI1 DATE 9 DATE JOB NO. 08.21.12 Al2 -060 PERMIT SET 10 S0.02 DRAWING NO. © HELIX DESIGN GROUP: ALL RIGHTS RESERVED. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group 2 3 4 A B CARPENTRY: NAILS: CONNECTION DESIGNS ARE BASED ON "COMMON WIRE" NAILS WITH THE FOLLOWING PROPERTIES: PENNYWEIGHT DIAMETER (INCHES) LENGTH (INCHES) TRACKER ** COLOR CODED NAILS 8d 0.131 2-1/2 BLUE 10d 0.148 3 PURPLE 16d 0.162 3-1/2 ORANGE 20d 0.192 4 - FOR DIAPHRAGM OR SHEAR WALL NAILING THE FOLLOWING FASTENER TYPES MAY BE USED AT EQUIVALENT SPACING TO THAT SPECIFIED ON PLANS C FASTENER TYPE DIAMETER (INCHES) LENGTH (INCHES) EQUIVALENT SPACING (INCHES) TRACKER ** COLOR CODED NAILS 8d COMMON WIRE 0.131 2-1/2 6 4 3 BLUE 8d "DIPPED GALV. BOX" 0.131 2-1/2 6 4 3 - 8d "SHINY BOX" 0.113 2-1/2 4-1/2 3 2-1/2 YELLOW 12 GA. STAPLES 0.1055 1 -7/8* 6 5-1/2 4 - 14 GA. STAPLES 0.080 1-1/2* 6 4 3 - 15 GA STAPLES 0.072 1-1/2* 5 3 2-1/2 - 10d COMMON WIRE 0.148 3 6 4 3 PURPLE 10d "HOT DIPPED GALV. BOX" 0.148 3 6 4 3 - 10d "SHINY BOX" 0.128 3 4-1/2 3 2-1/4 WHITE *BASED ON 15/32" PLYWOOD OR OSB * *REFERENCE TO COLOR CODED NAILS PER TRACKERS SYSTEM OR PRE - APPROVED EQUAL WOOD SHEATHING (STRUCTURAL): SHEATHING ON ROOF SURFACES SHALL BE PLYWOOD ONLY. SHEATHING ON FLOOR AND WALLS SHALL BE PLYWOOD OR ORIENTED STRAND BOARD (OSB). PLYWOOD SHEATHING SHALL BE 5 -PLY MINIMUM WHERE INDICATED AS 3/4" OR THICKER. WOOD SHEATHING SHALL BE "STRUCTURAL I" CONFORMING TO PS1 -09 AND /OR PS2 -04. ALL PANELS SHALL BEAR THE STAMP OF AN APPROVED GRADING AGENCY. SPAN RATING SHALL BE PROVIDED AS FOLLOWS: ROOF FRAMING AT 32 "O.C. (48/24); ROOF FRAMING AT 24 "O.C. (32/16); WALLS (32/16); FLOORS (48/24) ALL WOOD SHEATHED WALLS SHALL BE BLOCKED AT ALL PANEL EDGES UNLESS OTHERWISE NOTED. GLUE - LAMINATED MEMBERS: CONFORM TO ANSI /AITC A190.1. MEMBERS SHALL BE COMBINATION 24F -V4 DOUGLAS FIR (DF) FOR SIMPLE SPANS AND 24F -V8 DF FOR CANTILEVERED SPANS (Fb =2400 PSI, Fv =265 PSI, E= 1.8X106 PSI) AND DF COMBINATION 2 FOR COLUMNS. FRAMING LUMBER: STANDARDS. EACH PIECE SHALL BEAR THE GRADE TRADEMARK OF THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB), WESTERN WOOD PRODUCTS ASSOCIATION (WWPA), OR OTHER AGENCY ACCREDITED BY THE AMERICAN LUMBER STANDARD COMMITTEE (ALSC) TO GRADE UNDER ALSC CERTIFIED GRADING RULES. SPECIES AND GRADE (BASE DESIGN VALUE) 1. 6x BEAMS AND HEADERS. "DOUG FIR - LARCH" NO. 1 (Fb =1350 PSI, Fv =170 PSI) 2. 2x TO 4x JOISTS, PURLINS AND HEADERS. "DOUG FIR - LARCH" NO. 2 (Fb =900 PSI, Fv =180 PSI) OR "HEM -FIR" NO. 1 (Fb =975 PSI, Fv =150 PSI) 3. 6x POSTS AND COLUMNS. "DOUG FIR - LARCH" NO. 1 (Fc =1000 PSI) 4. EXTERIOR STUDS, INTERIOR BEARING WALLS AND 4x COLUMNS. "DOUG FIR - LARCH" NO. 2 (Fb= 900 PSI, Fc =1350 PSI) OR "HEM -FIR" NO. 1 (Fb =975 PSI, Fc =1350 PSI). 5 5. INTERIOR NON- BEARING STUD WALLS. "DOUG FIR - LARCH" NO. 2 (Fb =900 PSI. Fc =1350 PSI) OR "HEM -FIR" NO. 1 (Fb =975 PSI, Fc =1350 PSI) 6. 2x & 3x T &G DECKING: "DOUG FIR - LARCH" COMMERCIAL (Fb =1450 PSI, E =1700 KSI) 7. THE MINIMUM GRADE OF ALL OTHER STRUCTURAL FRAMING. "DOUG FIR - LARCH" NO. 2 (Fb= 900 PSI, Fc =1350 P51), OR "HEM -FIR" NO. 1 (Fb =975 PSI, Fc =1350 P51). 8. UTILITY & STANDARD GRADES NOT PERMITTED. GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER IBC TABLE 2304.9.1 OR MORE, AS OTHERWISE SHOWN. STAGGER ALL NAILING TO PREVENT SPLITTING OF WOOD MEMBERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED WITH THE EXCEPTION OF INTERIOR CONCRETE TOPPINGS ON WOOD FLOOR SYSTEMS. HOLES AND CUTS IN 3x OR 4x PLATES SHOULD BE TREATED WITH A 9% SOLUTION OF COPPER NAPHTHENATE. BOLT HOLES IN WOOD 6 MEMBERS SHALL BE A MINIMUM OF 1/32" TO A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER. PROVIDE CUT WASHERS WHERE BOLT HEADS, NUTS AND LAG SCREW HEADS BEAR ON WOOD. PROVIDE A MINIMUM 3 "x3 "x0.229" PLATE WASHER ON ALL ANCHOR BOLTS WHICH CONNECT MUD SILLS TO FOUNDATION. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS ALLOWED BY IBC SECTIONS 2308.9.10, 2308.9.11, AND 2308.10.4.2 OR AS RESTRICTED BY PLANS OR DETAILS, OR AS APPROVED PRIOR TO INSTALLATION. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. 7 0 U) O Plotted: Aug Seattle T.I \Dwgs \12471 s003.dwg 9- 0 0 8 9 110 FRAMING CONNECTORS: SHALL HAVE ICC APPROVAL AND BE MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, SAN LEANDRO, CA., OR PRE - APPROVED EQUAL. PROVIDE MAXIMUM SIZE AND QUANTITY OF NAILS OR BOLTS PER MANUFACTURER, EXCEPT AS NOTED OTHERWISE. PROVIDE LEAD HOLES AS REQUIRED TO PREVENT SPLITTING OF WOOD MEMBERS. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. MISCELLANEOUS: PRE - APPROVED SUBSTITUTIONS SUBSTITUTIONS MAY BE ALLOWED ONLY IF THEY MEET THE REQUIREMENTS OF THESE GENERAL NOTES AND THE SPECIFICATIONS, AND IF COMPLETE WRITTEN ENGINEERING DATA FOR EACH CONDITION REQUIRED FOR THIS PROJECT IS PROVIDED TO THE STRUCTURAL ENGINEER TWO WEEKS PRIOR TO BID DATE AND APPROVED IN WRITTEN ADDENDA BY THE ARCHITECT. DATA IS TO INDICATE CODE BASIS BY YEAR, AUTHORITY FOR STRESSES AND STRESS INCREASES, IF ANY, AND AMOUNT OF EXPECTED DEFLECTION FOR FLEXURAL MEMBERS UNDER (1) TOTAL LOAD AND (2) LIVE LOAD ONLY. ALL INCREASED COSTS IN MECHANICAL, SPRINKLER, ELECTRICAL OR GENERAL INSTALLATION AND ANY ARCHITECTURAL OR STRUCTURAL REDESIGN RESULTING FROM SUBSTITUTION SHALL BE BORNE BY THE GENERAL CONTRACTOR. SHOP DRAWINGS /SUBMITTALS THE FOLLOWING SHOP DRAWINGS /SUBMITTALS SHALL BE PROVIDED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR DELIVERY. 1. CONCRETE MIX DESIGNS 2. REINFORCING STEEL SHOP DRAWINGS 3. STRUCTURAL STEEL 4. LIGHT -GAUGE METAL FRAMING 5. MISCELLANEOUS STEEL 6. GLU- LAMINATED MEMBERS 7. CONTRACTOR'S STATEMENT OF RESPONSIBILITY STRUCTURAL ENGR. BLDG. DEPT. X X X X X X X X X X X X X SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED BY AN INDEPENDENT TESTING LABORATORY PER THE REQUIREMENTS OF IBC CHAPTER 17 AND THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION AND THE CONTRACT DOCUMENTS. THE SPECIAL INSPECTOR SHALL SUBMIT INSPECTION REPORTS AND A FINAL SIGNED REPORT TO THE BUILDING OFFICIAL FOR THE ITEMS LISTED IN THE QUALITY ASSURANCE /SPECIAL INSPECTION SECTION: A B C D E F STATEMENT OF SPECIAL INSPECTIONS: SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED PER THE REQUIREMENTS OF IBC SECTION 1704 AND AS NOTED HEREIN. STRUCTURAL SYSTEM VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES SOILS VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY HEADER X ABOVE FINISH FLOOR IBC 1704.7 VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL ALT. X STEEL CONSTRUCTION MATERIAL VERIFICATION OF STRUCTURAL STEEL AND COLD FORMED STEEL DECK A. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO CONFORM TO AISC 360 B. FOR OTHER STEEL, IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS LISTED IN GENERAL NOTES C. MANUFACTURER'S CERTIFIED MILL TEST REPORTS ARCH. X X X MANUFACTURER TO PROVIDE CERTIFIED MILL TEST REPORTS AISC 360, SECTION M5.5 APPLICABLE ASTM STANDARDS MATERIAL VERIFICATION OF WELD FILLER MATERIALS A. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATIONS LISTED IN GENERAL NOTES B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE AT X X MANUFACTURER TO PROVIDE CERTIFICATE OF COMPLIANCE AISC 360, SECTION A3.5 AND APPLICABLE AWS AS DOCUMENTS INSPECTION OF WELDING A. STRUCTURAL STEEL AND COLD FORMED STEEL DECK 1. COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDS 2. MULTI -PASS FILLET WELDS 3. SINGLE -PASS FILLET WELDS > 5/16" 4. PLUG AND SLOT WELDS 5. SINGLE -PASS FILLET WELDS S 5/16" 6. FLOOR AND ROOF METAL DECKING 7. FIELD - INSTALLED WELDED STUDS 8. WELDING OF STAIRS AND RAILING SYSTEMS B. REINFORCING STEEL WELDING 1. VERIFICATION OF WELDABILITY 2. REINFORCEMENT IN MOMENT FRAMES, SHEAR WALL BOUNDARY ELEMENTS 3. SHEAR REINFORCEMENT 4. OTHER REINFORCEMENT X X X X X X X X X X X X SPECIAL INSPECTIONS IN THIS SECTION ARE WAIVED WHERE FABRICATION IS PERFORMED ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED IN ACCORDANCE WITH IBC SECTION 1704.2 AWS D1.1 IBC 1704.3.1 AWS D1.3 AWS D1.4 ACI 318:3.5.2 IBC TABLE 1704.3 CONCRETE REINFORCING STEEL AND PLACEMENT BETWEEN X SPECIAL INSPECTIONS NOT REQUIRED FOR THE FOLLOWING CONDITIONS: NON- STRUCTURAL SLAB ON GRADE CONCRETE FOUNDATION WALLS ISOLATED SPREAD FOOTINGS FOR BUILDINGS THREE- STORIES AND LESS ABOVE GRADE PLANE CONTINUOUS FOOTINGS SUPPORTING WALLS OF THREE - STORIES AND LESS ABOVE GRADE PLANE WHERE WALLS ARE LIGHT -FRAME CONSTRUCTION AND STRUCTURAL DESIGN IS BASED ON F'c s 2500 PSI ACI 318:3.5,7.1 -7.7 IBC 1913.4 BOLTS TO BE INSTALLED IN CONCRETE -PRIOR TO AND DURING PLACEMENT OF CONCRETE X LONG LEG HORIZONTAL ACI 318: 8.1.3, 21.2.8 IBC 1911.5, 1912.1 ANCHORS INSTALLED IN HARDENED CONCRETE LLV X ACI 318: 3.8.6, 8.1.3, 21.2.8 IBC 1912.1 VERIFY USE OF REQUIRED DESIGN MIX L.L. X ACI 318, CH4,5.2 -5.4 IBC 1904.2.2, 1913.2, 1913.3 SAMPLING OF FRESH CONCRETE, SLUMP TEST, AIR CONTENT, TEMPERATURE OF CONCRETE AT TIME OF MAKING SPECIMENS X LOCATION ASTM C172, C31 ACI 318:5.6, 5.8 IBC 1913.10 COLD- FORMED STEEL FRAMING EXTERIOR WALLS TIMBERSTRAND X CAMBER IBC 1707.6 TESTING AND SPECIAL INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A DAILY BASIS WHENEVER WORK IS PERFORMED ON THAT ITEM. REPORTS SHALL BE DISTRIBUTED TO OWNER, CONTRACTOR, BUILDING OFFICIAL, ARCHITECT AND STRUCTURAL ENGINEER. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR DESIGNATED REPRESENTATIVE IN ACCORDANCE WITH IBC 1710. STRUCTURAL OBSERVATION SHALL BE PERFORMED AS FOLLOWS: • PERIODIC VISUAL OBSERVATION OF STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES. • REVIEW OF TESTING AND INSPECTION REPORTS. • REPORTS SHALL BE PREPARED FOR EACH SITE VISIT AND SHALL BE DISTRIBUTED TO ARCHITECT. GENERAL CONTRACTOR SHALL SUBMIT A WRITTEN CONTRACTOR'S STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL INCLUDE ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION. D 1 E G REVIEWED FOR CODE COMPLIANCE APPROVED SEP 19 2012 City of Tukwila BUILDING DIVISION G H J K ABBREVIATION LIST ADD'L ADDITIONAL HGR HANGER A.B. ANCHOR BOLT HDR HEADER A.F.F. ABOVE FINISH FLOOR HT HEIGHT ALT. ALTERNATE HORIZ. HORIZONTAL ARCH. ARCHITECTURAL H55 HOLLOW STRUCTURAL SECTION @ AT INT. INTERIOR BM BEAM J5T JOIST BRG BEARING JT JOINT BTWN BETWEEN L ANGLE BLK'G BLOCKING LLH LONG LEG HORIZONTAL BOT. BOTTOM LLV LONG LEG VERTICAL B.O.F. BOTTOM OF FOOTING L.L. LIVE LOAD BLDG BUILDING LOG. LOCATION B.U. BUILT UP L5L TIMBERSTRAND (G= ) CAMBER LVL MIGROLAM GANT. CANTILEVER MAX. MAXIMUM G.J. CONTROL /CONSTRUCTION JOINT M.B. MACHINE BOLT G.P. COMPLETE PENETRATION MFR MANUFACTURER CENTERLINE MECH. MECHANICAL GLR. CLEARANCE MTL METAL GOL. COLUMN MEZZ. MEZZANINE GONG. CONCRETE MIN. MINIMUM GONFIS. CONFIGURATION MISC. MISCELLANEOUS GMU CONCRETE MASONRY UNIT N.F. NEAR FACE CONN. CONNECTION N.5. NEAR SIDE GONST. CONSTRUCTION NT5 NOT TO SCALE CONT. CONTINUOUS O.G. ON CENTER CONTR. CONTRACTOR OPN'G OPENING GOORD. COORDINATE OPP. OPPOSITE GTR'D CENTERED R. PLATE GU. GUBIG P.A.F. POWDER ACTUATED FASTENER G.Y. GUBIG YARD PERP. PERPENDICULAR D.L. DEAD LOAD P.P. PARTIAL PENETRATION DIA. OR DIAMETER P.S.F. POUNDS PER SQUARE FOOT DIAS. DIAGONAL PSL PARALLAM DIM. DIMENSION P.T. POST TENSION DBL. DOUBLE PIN. PLYWOOD D.F. DOUGLAS FIR REINF. REINFORCING DWG DRAWING REQ'D REQUIRED OWL DOWEL SGHED. SCHEDULE EA. EACH SHT'S SHEATHING EL. ELEVATION SIM. SIMILAR ELEV. ELEVATOR 5.O.G. SLAB ON GRADE ENGR. ENGINEER 50. SQUARE EQ. EQUAL STD STANDARD (E) EXISTING STL STEEL E.F. EACH FACE STIFF. STIFFENER E.W. EACH WAY STRUGT. STRUCTURAL EXP. EXPANSION T4 B TOP $ BOTTOM EXT. EXTERIOR T$ S TONGUE AND GROOVE F.F. FAR FACE THR'D THREADED FTG FOOTING T.O.F. TOP OF FOOTING FON FOUNDATION T.O.S. TOP OF STEEL FLR FLOOR TRT'D TREATED F.O.M. FACE OF MASONRY TYP. TYPICAL F.0.5. FACE OF STUD U.N.O. UNLESS NOTED OTHERWISE F.5. FAR SIDE U.T. ULTRASONIC TESTED FRM'G FRAMING VERT. VERTICAL GALV. GALVANIZED W.P. WORK POINT GA. GAGE /GAUGE WT WEIGHT SL. GLULAM W.W.R. WELDED WIRE REINFORCING GR. GRADE W/ WITH GWB GYPSUM WALL BOARD YD YARD H J b x8 7 CITY OF T UKM t AUG 2 9 2012 PERMIT CENTER t �. 2 design grOUp AMERICAN INSTITUTE OF ARCHITECTS 3 ON 4 6 a PCS Structural Solutions 811 First Avenue, Suite 620 Seattle, Washington 98104 tel: 206.292.5076 1250 Pacific Avenue, Suite 701 Zhcoma, Washington 98402 tel: 253.383.2797 www.pcs-structural.com GENERAL NOTES 7 FIAT OE SEATTLE 8 TENANT MPROVMENT SEATTLE, WASHINGTON REVISION DATE 9 DATE J08 NO. 08.21.12 AI2 -060 PERMIT SET '0 S0.03 DRAWING NO. © HELIX DESIGN GROUP: ALL RIGHTS RESERVED. No port of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group 1 2 3 4 5 6 L. >, m E 7 0 ro N O N o N C 8 0 O N N / 0 a) 0 9- 0 0 of Seattle T.I \Dwgs \12471 s101.dwg 9 N 110 A 5005162 -54 MTL STUDS ® 16" O.G. TYP. AT EXTERIOR WALL (E) GONG. STEM 4 FTG 0\' B ATTACH FDN (E) PER C TO TYP. TYP 4" GONG. SLAB ON GRADE IN/ FIBROUS REINF. (1.5 # /GU. YD) (E) CONCRETE SLAB ON GRADE PARTIAL FOUNDATION PLAN 1 I' -6" MIN. 4" MIN. GONG. FTG 4 STEM WALL 1/8"=1'-0" (E) FT6 DOWELS TO MATGH HORIZ. REINF. - EPDXY GROUT NEW FOOTING/EXISTING FOOTING GONNEGTION FACE OF STUD FRM'S BEYOND 3/4" PIN. FILLER 6L. BM WALL FRM'6 ABOVE BELOW (PER ARCH) NOT SHOWN �� SAWGUT (E) J5T 4 DECKING (E) PIN. DECKING �(E) 2x12 J5T5 SIMPSON LU5210 HGR NP. DBL TOP TRACK - GUT FLANGES AND BEND WEB TO ATTACH TO BLK'G EXIST. WALL SHT'G - REMOVE 4 REPLACE AS NEEDED (3) #S SCREWS TOP TRAGK TO BLK'6 EXIST. STUD FRAMING 01 51si of . A 6005150 -43 STUD BLK'G W/ (2) #8 SCREWS EA END PLAN DETAIL r,v —o 1 1" B BLOGKOUT FDN WALL AT OPN'G - FOR THICKNESS OF SLAB SEE ARCH. 30# BLD'G PAPER BTWN WALL 4 SLAB 6005162 -54 LT GA. JOISTS @ 16" O.G. (E) 5 %&x21 (E) 3145x12 GL. D E 51/sx12 GL. W/ SIMPSON HWU HANGER EA. END 60 JOI TYP. (E) 2x10 @ 24" 0.G. (E) 2x 12 @ 12" 0.G--) 5162 -54 LT GA. T5 @ 16" 0.G. (E) 58x12 GL. (E) 31/sx12 6L. (E) 2x10 @ 24" 0.G. PARTIAL ROOF FRAMING PLAN r_(,)#4_ EXTEND 2' -0" PAST EA. EDGE OF OPN'G (HOOK BARS THAT CANNOT BE EXTENDED) #4x3' -O" @ 12" 0.G. AT OPN'G 2" GLR. INSULATION SEE ARCH. NORMAL GONT. FDN WALL 4 FT6 (REINF. NOT SHOWN) TOP HORIZ. REINF. SAME AS NORMAL WALL TOP REINF. - LAP W/ NORMAL WALL TOP HORIZ. I' -6" MIN. EA. EDGE OF OPN'G TYPICAL FIBER RE I NFORGED SLAB AT EXTERIOR OPENING R. WASHER I/4 "x3 "x3" SPIKE THREADS ABOVE NUT 6x6 (D.F. #I) W/ SIMPSON U66 HGR EA. END @ (E) FRM'6 I/2"d) HGR ROD C 1/2"<l) HANGING ROD H55 BM /8 " =1' -0" #4x24" EPDXY GROUTED DOWELS 48" 0.G. GONG. SLAB EXIST. GONG. SLAB ••••=mwr:= THIGKENED EDGE (CENTERED ON JT) C1 DETAIL 51.0 NO SCALE I' -O" CL HS5 LT. GAGE TRACK AT GONTR. OPTION: ATTACH GLIP TO H55 W/ SELF TAPPING SCREWS OR POWER DRIVEN FASTENERS (2) MIN. REO'D DROP SOFFIT FRM'G PER ARCH. SIMPSON 5/H2.5 GLIP @ EA. STUD D E F G SOFFIT FRAMING PLAN H5S6x4x1/4 (FLAT) CURVED (E) 5HT'G PER ARGH. MTL STUD FRAMING 43 MIL BLK'G SIMPSON 5/H2.5 GLIP AT EA. STUD LT GAGE TOP TRACK - NEW OR EXISTING MTL STUD FRM'G - NEW OR EXISTING /8 " =1' -0" c-3/4" PIN. DECKING W/ #8 x 114" SCREWS @ 6" O.G. AT SUPPORTED PANEL EDGES 4 @ 12" 0.G. AT INTERMEDIATE FRM'G LT GAGE JOISTS 54 MIL TRAGK GONT. W/ (3) #10 SCREWS AT EA. STUD 4 (2) #8 SCREWS AT EA. JOIST SECTION (2) 600TI50 -43 GONT ALONG TOP OF WALL (NO SPLICES) W/ #8 SCREWS EA SIDE I2 "0.G. #8 SCREWS 12 "0.G. TYPIGAL ALONG TOP OF PARTIAL HT PARTITION F G H PIN. DECKING - FOR GALLOUT SEE 5/8 "4 A.B.'S 2' -8" O.G. MAX. - EMBED 5" MIN. 43 MIL TRACK W/ #8 SCREW TO STUD EA. 5I DE FINISH GRADE J METAL STUD WALL -I5# BLDG PAPER OR VAPOR BARRIER (2) #4 GONT. AT TOP z 1 ToI .,, g "WM 0 C.4 1;3 CA !ATM COWIE% x x 3" GLR. 1' -6" INSULATION SEE ARCH. #4 DOWEL co IS" 0.G. - #4 GONT. @ 12" 0.G. FOR STEM WALL GREATER THAN 12" TALL (2) #5 GONT. TYPIGAL FOUNDATION AT EXTERIOR METAL STUD WALL SECTION NO SGALE GUT (E) PIN. BACK TO BM LSTAci STRAP 24" O.G. (E) PIN. DECKING LT. GAGE J5T5 54 MIL TRACK W/ (2) #10x2" SCREWS @ 12" 0.G. TO GL. BM 4 (2) #8 SCREWS © EA. JST 01.01 (E) 2x JST 4 HGR �- (E) GL. BM SECTION 1 " =1' -0" TYP. LT GA TOP TRACK - NEW OF EXISTING R.I /4x5" W/ (6) #10 SCREWS EA END TO DBL TRACK - GUT TO RADIUS AS SHOWN DBL TOP TRACK PER PLAN DETAIL K REVIEWED FOR CODE COMPLIANCE APPROVED SEP 19 2012 City of Tukwila BUILDING DIVISION H 111=11-0" J .187 CITY OF TU . _ AUG 2 9 2012 PERMIT CENTER K 2 design group AMERICAN INSTITUTE OF ARCHITECTS al PCS Structural Solutions 811 First Avenue, Suite 620 Seattle, Washington 98104 tot: 206.292.5076 1250 Pacific Avenue, Suite 701 Tacoma, Washington 98402 tel: 253.383.2797 www.pcs-structural.com 6 PARTIAL PLANS 7 AND DETAI LS FIAT OF SEATTLE 8 TENANT IMPROVMENT SEATTLE, WASHINGTON RD/IF/Ably IDA -% 9 10 DATE JOB NO. 08.21.12 AI2 -060 PERMIT SET DRAWING NO. © HELIX DESIGN GROUP: ALL RIGHTS RESERVED. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group