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HomeMy WebLinkAboutPermit D08-092 - WESTFIELD SOUTHCENTER MALL - FOSSIL - TENANT IMPROVEMENTFOSSIL 846 SOUTHCENTER MALI. D08 -092 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.ci.tukwila.wa.us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D08 -092 Occupant /Tenant: FOSSIL Building Address: 846 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD CA 92013 Use: RETAIL Occupancy Group /Division: M Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 41 DATE 4 2v • / THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES CitAf Tukwila Parcel No.: 6364200010 Address: 846 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: FOSSIL Address: 846 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Contact Person: Name: JAMES MOORE Address: 833 SE MAIN #242 , PORTLAND OR 97213 Phone: 503 577 -8859 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Contractor: Name: ROYAL SEAL CONSTRUCION INC Address: 124 MCMAKIN RD , BARTONVILLE TX 76226 Phone: 817 491 -6400 Contractor License No: ROYALSC093RJ DESCRIPTION OF WORK: TENANT IMPROVEMENT TO INCLUDE RESTROOM, STORAGE, AND SALES AREA. doc: IBC -10/06 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 -092 Issue Date: 04/21/2008 Permit Expires On: 10/18/2008 Expiration Date: 01/15/2010 Value of Construction: $50,000.00 Fees Collected: $1,369.05 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 0019 D08 -092 Printed: 04 -21 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City ATukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Permit Number: D08 -092 Issue Date: 04/21/2008 Permit Expires On: 10/18/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature I hereby certify that I have read and governing this work will be complie doc: IBC -10/06 N Date: lfZ� li ed this permit and know the same to be true and correct. All provisions of law and ordinances , whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constructi the perfo ance of work. I am authorized to sign and obtain this development permit. Signature. .1/. Date: ( 412-110f5 Print Name: 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. D08 -092 Printed: 04 -21 -2008 Parcel No.: 6364200010 Address: 846 SOUTHCENTER MALL TUKW Suite No: Tenant: FOSSIL 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • • 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.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 -092 Status: ISSUED Applied Date: 02/19/2008 Issue Date: 04/21/2008 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: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: 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. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: 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 doc: Cond -10/06 D08 -092 Printed: 04 -21 -2008 • • 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.ci.tukwila.wa.us Building Official from requiring the correction of errors in the construction documents and other data. 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: 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) 18: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 19: 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) 20: 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) 21: 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) 22: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IF'C 1008.1.8.3 subsection 2.2) 23: 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) 24: 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) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IF'C Chapter 10) 26: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IF'C 1011.1) 27: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire doc: Cond -10/06 D08 -092 Printed: 04 -21 -2008 • • 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.ci.tukwila.wa.us 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) 28: 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) 29: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 30: 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) 31: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 32: 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) 33: All new sprinkler systems and all modifications to existing sprinlder 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 the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 34: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 35: Local U.L. central station supervision is required. (City Ordinance #2051) 36: 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 #2051) 37: 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 #2051) (IFC 104.2) 38: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 39: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 40: 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) 41: 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. doc: Cond -10/06 D08 -092 Printed: 04 -21 -2008 • • 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.ci.tukwila.wa.us 42: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 43: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 44: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 45: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond - 10/06 * * continued on next page ** D08 - 092 Printed: 04 -21 -2008 0 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.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: Print Name: J `■-- C. . Cv ,,,..._____,„ doc: Cond -10/06 D08 -092 Date: 44 Z ordinances governing or local laws regulating Printed: 04 -21 -2008 SITE LOCATION Site Address: W SJt,�`1 �1 C ) vc)( VEtiJ I Tenant Name: �t�` � k L_ Property Owners Name: wC554'C I e.,i Q Los Mailing Address: t 160 1 3i � � �,r-ti B I Vd WS A -_w do'we'co CONTACT PERS Name: YNA M C10f Mailing Address:83& Thal 1al 242- E -Mail Address:. 0"?... (`JSa4 ?CyV\ tb0 C,oi'v Contact Person: E -Mail Address: Company Name: r ng.j CK-. • L--06 Ic7 LT-AM At Sti f& Mailing Address: E -Mail Address: Contact Person: E -Mail Address: CITY OF TUKWI Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tulcwila.wa.us 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 ** d Q:\Applications\Forms - Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh hen your permit Public forks Pe z tt No.. King Co Assessor's Tax No.: � —00t be issu Suite Number: New Tenant: A.... Yes J ..No r J C$ City Floor: State Zip ay Telephone: S Y b — ST)- - t a ei12!3 City State rt Zip Fax Number: '`J''(.3S ' ZG ' 2r_ �'3 O GENERAL CONTRACTOR. INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping Company Name: Mailing Address: City Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: State ORU' All peas must be vet stamped b ha eef o ARCHITECT OF R Lo L 5 140 (.) 1446 City State Zip Contact Person: Day Telephone: 314- 4)5- 243 Fax Number: 3 4 ' 4.15 ' 1300 be We stamped by En ., Company Name: Mailing Address: City Day Telephone: Fax Number: State Zip Zip Page 1 of 6 BUILDING PERMIT INFOION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ C) 7 Scope of Work (please provide detailed informati n): Will there be new rack storage? A... Yes Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh ft ; k; , I"k -- VCV ak. korekte. \,:cX t,s Compact: Existing Building Valuation: $ - i - I A.CA UQk rc- 4ro014L ❑ .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Belo lours thr Basemezr Ace St cure Attac d Detached arage Co k' Uncovered Interior Remode lLJ 73 Addition to Existing Structure Type of Construction per IBC' Type of Occupancy per IBC 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: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers A Automatic Fire Alarm Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ij 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. Handicap: ❑ None ❑ Other (specify) Page 2 of 6 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila 0... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Please refer to Public Works Bulletin #1 for fees and estimate sheet. Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) 0... Hold Harmless — (SAO) 0... Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right - of - way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water 0... ValVue ❑ .. Renton 0... Sewer Availability Provided cubic yards cubic yards ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 - 424 -5555 ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line WO # WO# WO# Private Private ❑ .. Highline ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Renton ❑ ...Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ... Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct I Thermostat 15 -30 HP /1,000,000 BTU Suspended /Wall/Floor Mounted Heater Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig /Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM I Incinerator — Comm/Ind MECHANICAL PERMIT INFATION - '206- 431 -367 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: - 1 - Bb Contact Person:c J'"2.%) E -Mail Address: 1 W�� Gt pe vvk Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ ) C3f3Q 1 Scope of Wor (please provide detailed inf ation): Use: Residential: New .... Replacement .... Commercial: New .. Replacement .... ❑ Fuel Type: Electric Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: Q:\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh City State Zip Day Telephone: j 0 5. j 7 -3 Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory / 1 Water Closet i Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and /or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIFINIERMIT INFORMATION - 206.43- 67 Company Name: Mailing Address: E -Mail Address: PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Contact Person: , V1A 00tre/ Contractor Registration Number: Valuation of Plumbing work (contractor's bid price): $ Q ( ' Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please rovide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh r l�• l" v� C� C.- i I LA Sewer: City State Zi Day Telephone: C o C� 1 )- 77 65j• Fax Number: Expiration Date: Page 5 of 6 #" PERMIT APPLICATION NOT_.a — Applicable to all permits in this application BUILDING QWNER OR AUT Signature: Print Nam - : W-US Mailing Address: I Date Application Accepted: ZED AGENT: Oak, ' 2 Q:Wpplications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh 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. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing 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. n A Date: 2 ' cl & : , ) c c Telep one: ry,C) 3 7 • 59 City State Staff Initials: Zip Date Application Expires: osk Page 6 of 6 Parcel No.: 6364200010 Permit Number: D08 -092 Address: 846 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 02/19/2008 Applicant: FOSSIL Issue Date: 04/21/2008 Receipt No.: R08 -02453 Initials: JEM User ID: 1165 Payee: ROYAL SEAL CONSTRUCTION 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. ci. tukwila. wa. us TRANSACTION LIST: Type Method Descriptio Amount Payment Cash 141.68 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES RECEIPT Account Code Current Pmts 000/322.100 49.50 000/345.830 92.18 Total: $141.68 Payment Amount: $141.68 Payment Date: 07/08/2008 12:51 PM Balance: $0.00 4552 07/08 9711 TOTAL 141.68 doc: Receiot -06 Printed: 07 -08 -2008 Doc: RECSETS -06 RECEIPT NO: R08 -01495 User ID: 1165 Payee: ROYAL SEAL CONSTRUCTION, INC. SET TRANSACTIONS: Set Member Amount Or3 2 60.00 EL08 -162 58.00 M08 -046 60.00 TOTAL: 178.00 TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description 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.ci.tukwila.wa.us ELECTRICAL PERMIT - NONR MECHANICAL - NONRES PLAN CHECK - NONRES SET RECEIPT Initials: JEM Payment Date: 05/06/2008 SET ID: 0506 SET NAME: FOSSIL Total Payment: 178.00 Amount Payment Check 7766 178.00 TOTAL: 178.00 Account Code Current Pmts 000.322.101.00.0 58.00 000.322.102.00.0 60.00 000/345.830 60.00 TOTAL: 178.00 2061 05/06 9711 TOTAL 178.00 Receipt No.: R08 - 01244 Initials: JEM User ID: 1165 ACCOUNT ITEM LIST: Description Payee: ROYAL SEAL CONSTRUCTION, INC. BUILDING - NONRES STATE BUILDING SURCHARGE • 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.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: D08 -092 Address: 846 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 02/19/2008 Applicant: FOSSIL Issue Date: TRANSACTION LIST: Type Method Descriptio Amount Payment Check 89945 831.50 Account Code Current Pmts 000/322.100 827.00 000/386.904 4.50 Total: $831.50 • Payment Amount: $831.50 Payment Date: 04/21/2008 09:44 AM Balance: $0.00 1400 04/21 9710 TOTAL 831.50 doc: Receiot -06 Printed: 04 -21 -2008 Doc: RECSETS -06 RECEIPT NO: R08 -00467 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. ci. tukwila. wa. us Initials: JEM Payment Date: 02/19/2008 User ID: 1165 Payee: PRECISION PERMIT SERVICE SET ID: 0219 SET NAME: FOSSIL SET TRANSACTIONS: Set Member Amount :,3--09411 537.55 EL08 -162 69.70 M08 -046 61.00 PG08 -050 26.00 TOTAL: 694.25 TRANSACTION LIST: Type Method Description Amount Payment Check 5508 ACCOUNT ITEM LIST: Description ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES SET RECEIPT TOTAL: • Total Payment: 694.25 694.25 694.25 • Account Code Current Pmts 000.345.832.00.0 69.70 000/345.830 624.55 TOTAL: 694.25 8797 02/19 9710 TOTAL 2883.83 Project: ro s Type of Inspection: Fpu4 r �- Address: :36/(2 /ti 4/( Date Called: Special Instructions: Date Wanted: 7 2 2 – 3 p.m. Requester: Phone No .�.oC -2 V/6 6 W /y INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION le-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 jg Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: �trrui 60141pI2fiefrPAa Date: 2 ./� e 5), El $60 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai• at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: D iz _ Type of Inspection: Addr Date Called: Special Instructions: Date Wanted: 7-4 e Caff, p.m. Requester: Phone No: u INSPECTION NO. ., INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: Dog 12 PERMIT NO. (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: a /9 ok .51-eick/da gee TZ r 6, I 0 $60.EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: ti . --• Project Y b°Fn\ \ Type of Inspection: C c, r ' Address: t r i A l q r�‘ \ Date Called: Special Instructions: Date Wanted: C-. • 2 C a.m. P.m. Requester: Phone No: ` L `0 Q `� (� \ A 1\ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT O. (206)431 -3 7 17 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector Date: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100: Call to schedule reinspection. Receipt No.: . 'Date: Project: Type of Inspection: Address: g . Date Called: Special Instructions: Date Wanted: / �.m. 'Th Requester: Phone No: lb INSPECTION RECORD Retain a copy with permit PERMIT N CITY OF TUKWILA BUILDING DIVISION K- ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. Approved per applicable codes. Corrections required prior to approval. COMMENTS: ri $60.0 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid : 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: Fe;SS/Y Type of Inspection: Szt,cp. Cei 1 . Address: ev6, fn„, ,) Date Called: Special Instructions: �/ Date Wanted / / O c' 5734/61 a. m. p.m. Requester: Phone No: 9 40 ,399 9'y40 9 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 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Receipt No.: Set s4#ffc rac /Ili .A Date: Date: ❑ $60.00 • INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: Type of Inspection: Address: 49d/ Date Called: Special Instructions: Date Wanted: _,, / •,v!/ Requester: Phone No: C 'O 399 9'VV4 DO V- vcieZ 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 K Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 f ' 4 3 1(01, 4_ oinr 0.40 Da 0 k Inspector: zLy6 Date: 57 x r_ ri $60.0 1` INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: . • Project... f— I C Type of Inspection: F' � A-44 (sv-r -, Date Called: Ad ss: LI 6: Yh Special Instructions: Date Wanted: 7 Requ st er: Phone C 3 S .5 q tic, INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D , -65 ? . PERIIT NO. (206)431 -3670 F A • pproved per applicable codes. Corrections required prior to approval. COMMENTS: fri Inspector: Date: 5 -_ Z 7 G $58.00 REINSPECTION FEE REQUIRED. Prior to in "spection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: 1L0 'L, Type of Inspection: t Pli al iki Adcs: , � rt I � Date Called: Special Instructions: Date Wanted: . 5 — I _. — a � 6t: p.m. Requester: Phone No: 9 LI 0 3 Li g() INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit eGt Date : / 57 6 r . Ei $58EINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. : PERMIT NO. (206)431 -3670 Receipt No.: Date: Projec/ QS / Type F nsp t 1 � & Addres : `6 // Date Called: Special Instructions: Date Wanted: - c *' — / ^CD p.m. Requester: Ph ic4c41,6 " 3 . z V INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION -. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 L1 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: PA C }g 4 + (-fr Inspector:' Date: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: h Project: k- � Type of Inspection: f)mihm.J6 Ad s: dr 3yt') �/ / / Date Called: Special Instructions: Date Wanted: Requester: Phone No: I/0 — 3 ` ' `() INSPECTION RECORD Retain a copy with permit INSPEC NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: P,A /311relv,ri M Awl L,' Date � b EINSPECTION FEE '; EQUIRED Prior o inspection, fee must be 6300 Southcenter BI '.., Suite 110. Call the schedule reinspection. 'Date: v _ .. _ . - _ • Projesi: Ls Type of ection: Address Date Called: Speaa tIn(sttructions:: ^V 940 319 9144 ° Date Wan t d: a.m. Request Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION pi 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 0 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Inspector: Receipt No.: INSPECTION RECORD Retain a copy with permit PERMIT NO. Ce..41y 4/ seLeeir teler P1 14,`/1 iieh ,o El $58.0ONSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Dater Date: eAdiv ••i COMMENTS: gip. J Pe •" : 5'.7 t,. ` r: +- `(5. em t... l l Aril., I o n II,SI tM i' A h, k- t &I( I; 549 -h .• (7 ii 1 it y411 -,.r. Date Called: Special Instructions: Date Wanted: 5 ---2- .rn a.m. p.m. Requester: Pro ect: , d 55; Type of Inspection: , t../0 Address: L 1 r ja,YY" 4/ P14 /f Date Called: Special Instructions: Date Wanted: 5 ---2- .rn a.m. p.m. Requester: Phone No: 3 17 04, - cq,,d 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 Approved per applicable codes. D Corrections required prior to approval. Inspector: Date: ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: Project: r •-- Type of Inspection: Address: Date Called: Special Instructions: P. %/j 399 94/'V0 Date Wanted: m / ,, Sf r / S / O P.M. Requester: Phone No: INSPECTION NO. Inspector: INSPECTION RECORD Retain a copy with permit Date: Doe-00 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: De, tis /!ice too lI 4gp h d4 Pee24+4io«y at if-e, ./ 4 ://4•P's" ID $58.0 { EINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: 'Ts: : wA I I Fr•.. -- ; f ai A ecir * °" ! A 9V7Z tE 12, a.-h L*-4 I/ /Afk Pwt_,..y 411 ,�.st 4..*(4.,,)r v {..4'5. :4.rrs Date Called: Special Instructions: Date Wanted: CD LI 2-� — U e..., p.m. Requester: Phone No: if T C IO — 394r —C I i -l 1- gQ -. Project: - (Y�,,I Type of Inspection: F Address: 'al L I CO S01 ni A1\ Date Called: Special Instructions: Date Wanted: CD LI 2-� — U e..., p.m. Requester: Phone No: if T C IO — 394r —C I i -l 1- gQ -. Q 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 ID Approved per applicable codes. r1 Corrections required prior to approval. Inspector: Date: Ei $58.00 R INSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: COMMENTS: Type of Inspection: J PSG (.4 rs" l/ 4r t 0 4 6 ^r $ ty 10 ( 1- S.L Date Called: 5c p!/ e ne -.s &o ovl Date Wanted: y -a9.- ��m. p'h. Requester: Phone No: 9Ho 39/ 9'0g0 ok . Ts r .,z z,- iJ ' aF (?ri Lief ( ‘- /i€ r ri,vk-e( 4s G. .,6,, 44t ohf4•' Pr ect: tOS •l Type of Inspection: J PSG (.4 rs" A dress: 1 14 cyi,IX ( - 4 )1 ■ !"M l 1 Date Called: Special Instructions: Date Wanted: y -a9.- ��m. p'h. Requester: Phone No: 9Ho 39/ 9'0g0 INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. C ITY OF TUKWILA BUILDING DIVISION K— 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. El Corrections required prior to approval. .1 Inspector: Date: / I $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: Project: . 1 Sprinklers: Type of Ins action: re4 / S Address: 8 y6, � Suite #: 0 . if Contact erson: Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alajn: Hood & Duct: Monitor:' d. ; Pre -Fire: Permits: Occupancy Type: �: .y a INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Approved per applicable codes. COMMENTS: ti Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit Inspector: Date: /45/og Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. 1/13/06 PERMIT NUMBERS 1 1 Corrections required prior to approval. T.F.D. Form F.P. 113 . Project: (-- - .4--0651 L Type of Inspection: l -7.-4 Address: Suite: Contact Pelson: / Pre -Fire: Special Instructions: Phone No.: CI '(o -- 39 f -- I t(O .. Needs Shift Inspection: Sprinklers: , Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575-4407 oved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS n Corrections required prior to approval. COMMENTS: . 2 � �. Il /,, ;�, esk Inspector 5/q Date: 1/.2 S /d 6 Hrs.: $80,000 FEE REQUIRED. You will receive an invoice from ity Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 ti Project: ,i5 L Sprinklers: Fire Alarm: Type of Inspection: rr li' f '-- Address: gy 6, Suite #: s. C , rvy „ t, Contact Person: 'Di e Special Instructions: Phone No.: WO— 5 1 — ?v go Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 n Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 (24 #F — PERMIT NUMBERS Corrections required prior to approval. COMMENTS: .ofb etl-ig.tActei lekse. fe. oc-oanz- i P) - , c ' Me 4 11)-e l)iC s I Inspector: y • Date: 6p s 0 Hrs.. I $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: • Sprinklers: Type gtf Inspection: Address: c<Y Suite #: S . C _ ( Contact Person: 1) 1 Special Instructions: Pre -Fire: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: • 3 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 COMMENTS: Ses r,4-7 Inspector: Date: 47,1 3/o e � Hrs.: INSPECTION NUMBER proved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 1- ���. ©f -s - /6y PERMIT NUMBERS ri Corrections required prior to approval. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from • the City of Tukwila Finance Department. Call to schedule a reinspection: T.F.D. Form F.P. 113 Project: Sprinklers: Fire Alarm: Type of Inspection: S ('a., Nil. - t�x- -� Hood & Duct: Agdress: tiii (p Co tact Person: Permits: Suite #: ` ti.. _ W. 1 t_.+ / `^� Special Instructions: Phone No.: • Needs Shift Inspection: Sprinklers: Fire Alarm: .'' Hood & Duct: Monitor: -••• " Pre -Fire: Permits: Occupancy Type: •:. �� r•• Inspector: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila„ Wa. 98188 206 - 575 -4407 -{2}4 per applicable codes. COMMENTS: I-kp.o Old iCoNicfr- 0k r 22 0 T;40 I coo ,.t ra ps■ @ mo — txrato sPiatN k ?Q./A. AM*. / istW C4.ovD 4A1:4/517.-- • , ( Date: . y . SUS. Hrs.: Z $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 bob r o5 a— • . n-,- [b PERMIT NUMBERS n Corrections required prior to approval. T.F.D. Form F.P. 113 spa �i� Kre MR /11111/111 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 1iR tuE1VED JULY2 5 2008 COMM PS Mr. Car9S Royal Seal Construction, Inc. 124 McMakin Road Bartonville, TX 76226 RE: Special Inspection Fossil Store Tukwila, WA Dear Mr. Wilson, azan & ASSOCIATES, INC. KA No. 066 -08096 Permit No. D08 -092 In accordance with your request and authorization, our firm performed special inspections for the above- referenced project. The inspections were performed by our inspectors on July 1, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn Gord6n Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08096 DFR Tempi= I( r azari & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 74/2460 p PROJECT # a6�p ' Q�407� PROJECT: T 7,TP LOCATION: KRAZAN PROJECT MANAGER 7/ r) / ,s oo, e icy' /72.e_ / /et<W1 f drl/ hole r i ifita-rz‘fri. 001 "1 / 1 /frl l--e.es s�,�z>�i !r'LC�fcGrj Equipment/Asset Number(s): To the best of my knowledge, the ab ve WAS / WAS NOT performed in accordance with the approved plans, spe ations, a . regulatory requireme, Superintendent /Representative: Revision I Effective Date: 5/25/05 The information provided on this report is prepared for the exclusive use of the client. Tins report may not be reproduced m any format without the written pernussion of the client and Kralnn & Associates. 1501 field Report.doc CONTRACTOR: AgfetX cpi ( afr25/. JURISDICTION: 72 PERMIT #: - 692 INSPECTOR: _ / /a ? r WEATHER: a)ec 4 Sr / mP_4-lD ° F Serving the Western United tates FIELD REPORT NO: 8 r u sJ O Cb✓1��f5r rre • . r�T i a-Air: jo -==,. aLJJ &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 9, 2008 KA No. 066 -08096 RECENE0 Permit No. D08 -092 uuN 13 7008 C OMMU' Mr. Cary Wilson DEVELOP:-° Royal Seal Construction, Inc. 124 McMakin Road Bartonville, TX 76226 RE: In Process Inspection Report Fossil Store Tukwila, WA Dear Mr. Wilson, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08096 Break Template nrazap Qi Associates, inc. viz vaiiey Avenue N W, ,Lute l ul, ruyaliup, VVA, VOW 1, (L5s) usu -couu Project No. 066 -08096 Cyl. Code 80595 Pour Date 5/6/2008 Report No. 21891 Weather Indoors Jurisdiction City of Tukwila Permit No. D08 -092 Project Fossil Store Engineer Architect Contractor Royal Seal Construction Location 846 Southcenter Mall Tukwila Client Royal Seal Construction, Inc. Field Data Concrete X Other Supplier Corliss CYLINDER REPORT Plant No. 2 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 12:10pm 137 39039 4 64 65 Placement Area Location Pourback around sewer lines for Fossil store. Remarks Placed by wheel barrow. 1 Po22 NC534 used. Please refer to field report #79638 Inspector Mike H. Preciado Laboratory Data Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80595 -1 5/13/2008 7 4.012 12.64 50935 4,030 MT 80595 -2 6/3/2008 28 4.012 12.64 76620 6,060 MT 80595 -3 6/3/2008 28 4.012 12.64 77575 6,140 MT 80595 -4 H 80595 -5 80595 -6 80595 -7 80595 -7 Remarks Results Reviewed By fate Date Reviewed Codes for Break Types: Design Strength 3,000 @ 28 days Date Specimens Rec'd. 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +1- 8% Form 03101 Revision 3 Effective Date 5/12/04 The irrfornatbn provided on this report Is prepared for the exclusive use of the client. This report may not be reproduced in any format without the writes permission of tho dlent and Krauts & Assocb Reported Batch Data Design Actual Weights Weights Mix No. P13010 P13010 Cem. lbs. F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming sizodusmao ••■■• Kr May 16, 2008 Dear Mr. Wilson, Kathryn Gordon Project Manager Puyallup Division CC: City of Tukwila aZan &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRECEI ryING & INSPECTION Mr. Cary Wilson Royal Seal Construction, Inc. 124 McMakin Road Bartonville, TX 76226 RE: Special Inspection Fossil Store Tukwila, WA Respectfully submitted, KRAZAN & ASSOCIATES, INC MAY 22 2008 COMMUNITY DEVELOPMENT Offices Serving The Western United States KA No. 066 -08096 Permit No. D08 -092 In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on May 6, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. 922 Valley Avenue NW Suite 101 • Puyallup. Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 , I%WM. DFR hnptate (2V INS• 491 IKI 21Z211T1 & Associates, Inc. GE0TE0_,NicAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTICN TEST:NG AND INSPECTION DATE: PROJECT #: CU) CA (c) PROJECT: ft.b..1.1., IssCas93ti LOCATION: SouKYc_C_C 9N-- KRAZAN PROJECT MANAGER: OPtT P\S Et g CoNROPC\CIP. sPCCIM— Tr\IsPecTiN; 6F EPthN •-NS Ps CoNezCIE RACQ.MOATC f PooUsKx< Lkx.ik ?)Nci, o AQC2: Ps-buMb \KA- ■,Tioes. 56M.E. 14 PUNNIS N\ID &CcA-pix•Pcm)Ns ou N ns vt.okID ON P1.1 - piNu, - Tupo4) PouR.- B SPGs S CAW/Si) 0\1\3Whcf\SI DO r 5" KIN \-koLzs OA ) CLEAiM \r‘ \QUE Ba_\)so ttl\M KCNA) \n VAA\ IA1- Peavecr r\\ C s.1) --SWPSioN) SETT' wl- f\- E.)04,M Dik a ..v\rsE.evEi), IS i\A4k, VA-sQ CA% a2x.D 7 r'AiL� s - 00c) c6/\)aEr 50PPL3-Eb 1 Cck a-SS C AST 1- 0 rM- S CN.r_f\Jos, 5 ItAct k Foe 1, Pik /4" suLAAP Lt Equipment/Asset Number(s): TC ft'e oest of rryi krawleaae he cca Superintendent/Representative: CONTRACTOR: PO\ML,SCAL CD\iStIZCC JURISDICTION: TUK\kg,-LA MI PERMIT #: D(A INSPECTOR: f\AX-k< \-\ MCI-AU WEATHER: - 1.W.DO(DR TEMP: WAS NCT ser`orrned n accordance Nth 'he opprcved clans. specicaticrs, and 'egulator, 'ec Technician: Serving the Western United States FIELD REPORT NO: 7 9 6 3 8 74A, • h;:eL 'I , C • GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 16, 2008 KA No. 066 -03096 Permit No. D08 -092 Mr. Cary Wilson Royal Seal Construction, Inc. 124 McMakin Road Bartonville, TX 76226 RE: In Process Inspection Report Fossil Store Tukwila, WA Dear Mr. Wilson, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn Gordon Project Manager Puyallup Division CC: City of Tukwila azan & ASSOCIATES, INC. Offices Serving The Western United States 92 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08096 Break rempIave Associates, Inc. yiz valley Avenue NVV, s uite 101, f'uyaHup, WA, 9153 rl, (40d) 939- La{�i1 o. 066 -08096 Cyl. Code 80595 Pour Date 5/6/2008 Report No. 21891 Weather Indoors Jurisdiction City of Tukwila Permit No. D08 -092 Project Fossil Store Location 846 Southcenter Mall Tukwila Client Royal Seal Construction, Inc. Field Data Concrete X Supplier Corliss Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 12:10pm 137 39039 4 64 65 Inspector Mike H. Preciado Laboratory Data Other CYLINDER REPORT Plant No. 2 Site Mix Design Strength 3,000 @ 28 days Engineer Architect Contractor Royal Seal Construction Placement Area Location Pourback around sewer lines for Fossil store. Remarks Placed by wheel barrow. 1 Po22 NC534 used. Please refer to field report #79638 Me 1 Reported Batch Data Design Actual Weights Weights Mix No. P13010 P13010 Cem. lbs. F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80595 -1 5/13/2008 7 4.012 12.64 50935 4,030 80595 -2 6/3/2008 28 80595 -3 6/3/2008 28 80595 -4 H 80595 -5 80595 -6 80595 -7 80595 -7 Remarks Results Reviewed By /b(4. Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C - 39 +/ 8% Form 03101 Rovfsion 3 Effective Date 5/12/0r The information provided on this report a prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan d Assoa Test Results Conforming Non - Conforming PROJECT :: Shelves for: Fossil Southcenter MAII Seattle, WA FILE COPY Permit No. CARUSO TURLEY SCOTT, INC. consulting structural engineers 1215 W. Rio Salado Tempe, Arizona 85281 480/ 774 -1700 480/ 774 -1701 (FAX) File: T:\ENG\FORMS \CALC COVER SHEET.DOC Date: SEP 1999 CLIENT: ArcVision Inc. 1950 Craig Road St. Louis, MO GENERAL INFORMATION: EV StOM Job No. 08 -446 Sheet No. 1 By Richard Dahimann, P.E. Date 6/08 CODE COMp13A leittiti ‘31. o 8 200e Oo8 ocr RECEIVED JUN 2 6 2008 PERMIT CENTER 14 IV" CARUSO TURLEY SCOTT INC. consulting structural engineers Rio Salado Executive Center 130 South Priest Drive Tempe, Arizona 85281 T: 480 - 774 -1700 F: 480.774 -1701 A U GC GO1 S `7'► av 2 8 � 2-He I 3' CO 1,6 4/' (4._)iPI c b i l'''/' - r ' A e 0' et-r 5 L.L.3 . ',e y' w tri C.3- 1 J ACc-r Job Name Fo J ► L Job No. C) t3' y 46 B '2M f 'Q.1s.- 10,6 Sheet No. INIne Date G v.& The values of ; represent any lateral force distribution in ac- cordance with the principles of structural mechanics. The elastic deflections, 8i, shall be calculated using the applied lateral forces, f; . Equations 12.8- 7,12.8 -8, 12.8 -9, and 12.8 -10 shall not be used for determining the period of a nonbuilding structure. 15.4.5 Drift Limitations. The drift Iimitations of Section 12.12.1 need not apply to nonbuilding structures if a rational analysis indicates they can be exceeded without adversely affect- ing structural stability or attached or interconnected components and elements such as walkways and piping. P -delta effects shall be considered where critical to the function or stability of the structure. 15.4.6 Materials Requirements. The requirements regarding specific materials in Chapter 14 shall be applicable unless specif- ically exempted in Chapter 15. 15.4.7 Deflection Limits and Structure Separation. Deflection limits and structure separation shall be determined in accordance with this standard unless specifically amended in Chapter 15. 15.4.8 Site- Specific Response Spectra. Where required by a reference document or the authority having jurisdiction, specific types of nonbuilding structures shall be designed for site- specific criteria that accounts for local seismicity and geology, expected re- currence intervals and magnitudes of events from known seismic hazards (see Section 11.4.7 of this standard). If a longer recurrence interval is defined in the reference document for the nonbuilding structure, such as liquefied natural gas (LNG) tanks (NFPA 59A), the recurrence interval required in the reference document shall be used. 15.5 NONBUILDING STRUCTURES SIMILAR TO BUILDINGS 15.5.1 General. Nonbuilding structures similar to buildings as defined in Section 11.2 shall be designed in accordance with this standard as modified by this section and the specific reference documents. This general category of nonbuilding structures shall be designed in accordance with the seismic requirements of this standard and the applicable portions of Section 15.4. The combi- nation of load effects, E, shall be determined in accordance with Section 12.4. 15.5.2 Pipe Racks. 15.5.2.1 Design Basis. In addition to the requirements of Section 15.5.1, pipe racks supported at the base of the structure shall be designed to meet the force requirements of Section 12.8 or 12.9. Displacements of the pipe rack and potential for interaction effects (pounding of the piping system) shall be considered using the amplified deflections obtained from the following equation: Sx _ Cd (15.5 -1) where Cd = deflection amplification factor in Table 15.4 -1 S = deflections determined using the prescribed seismic design forces of this standard I = importance factor determined in accordance with Section 15.4.1.1 See Section 13.6.3 for the design of piping systems and their attachments. Friction resulting from gravity loads shall not be considered to provide resistance to seismic forces. 15.5.3 Steel Storage Racks. In addition to the requirements of Section 15.5.1, steel storage racks shall be designed in accordance ASCE 7 -05 2. with the requirements of Sections 15.5.3.1 through 15.5.3.4. Al- ternatively, steel storage racks are permitted to be designed in accordance with the method defined in Section 2.7 "Earthquake Forces" of RMI where the following changes are included: 1. The values of C and C„ used shall equal 0.4S and S respectively, where Sr,s and SDI are determined in accor- dance with Section 11.4.4 of this standard. 2. The importance factor for storage racks in structures open to the public, such as warehouse retail stores, shall be taken equal to 1.5. 3. For storage racks supported at or below grade, the value of Cs used shall not be less than 0.145 For storage racks supported above grade, the value of Cs used shall not be less than the value for F,, determined in accordance with Section 13.3.1 of this standard where R„ is taken as equal to R from RMI and a is taken as equal to 2.5. 15.5.3.1 General Requirements. Steel storage racks shall sat- isfy the force requirements of this section. EXCEPTION: Steel storage racks supported at the base are permitted to be designed as structures with an R of 4, provided that the seismic requirements of this standard are met. Higher values of R are permitted to be used where the detailing requirements of reference documents listed in Section 14.1.1 are met. The importance factor for storage racks in structures open to the public, such as warehouse retail stores, shall be taken equal to 1.5. 15.5.3.2 Operating Weight. Steel storage racks shall be de- signed for each of the following conditions of operating weight, W or W a. Weight of the rack plus every storage level loaded to 67 percent of its rated load capacity. b. Weight of the rack plus the highest storage level only loaded to 100 percent of its rated load capacity. The design shall consider the actual height of the center of mass of each storage load component. 15.5.3.3 Vertical Distribution of Seismic Forces. For all steel storage racks, the vertical distribution of seismic forces shall be as specified in Section 12.8.3 and in accordance with the following: a. The base shear, V, of the typical structure shall be the base shear of the steel storage rack where loaded in accordance with Section 15.5.3.2. b. The base of the structure shall be the floor supporting the steel storage rack. Each steel storage level of the rack shall be treated as a level of the structure with heights h and h measured from the base of the structure. c. The factor k is permitted to be taken as 1.0. 15.5.3.4 Seismic Displacements. Steel storage rack installations shall accommodate the seismic displacement of the storage racks and their contents relative to all adjacent or attached components and elements. The assumed total relative displacement for storage racks shall be not less than 5 percent of the height above the base unless a smaller value is justified by test data or analysis in accordance with Section 11.1.4. 15.5.4 Electrical Power Generating Facilities. 15.5.4.1 General. Electrical power generating facilities are power plants that generate electricity by steam turbines, com- bustion turbines, diesel generators, or similar turbo machinery. Minimum Design Loads for Buildings and Other Structures CARUSO TURLEY SCOTT INC. consulting structural engineers Rio Salado Executive Center 130 South Priest Drive Tempe, Arizona 85281 T: 480 - 774 -1700 F: 480-774-1701 ' S ' T t — t � .ST QSA GC r AC- �� (-1.o - 1,0 ( V T V 3 L 1 L - , tie13Iec, (Z■P cove 98189) C , r' Cs: ,3 (,L4 ) A „ q ,, n „,, .00s k-, shor E re Job Name 1$� ►� . Job No. v d-446 Sheet No. By rAe) Date arl' ASe-a'7 -- C IL5 . -1 . 10 C 1 5, 1 -z) nvb-►-4.P-45 103 I to U, N a co Nt- M 0 a M 0 917/ U, N N a CO M Cr a 0 7 i io J I U, o 0 'orisf L'L= I 7.0• 3t1 I S rvt 1c, 1- .►0/aT., /1 a.. ►)L+ , r;7 LL . 'b L. + CARUSO Rio Salado Executive Center TURLEY 130 South Priest Drive SCOTT Tempe, Arizona 85281 INC. T: 480 - 774 -1700 consulting F: 480-774-1701 structural engineers - r o1' Ptoetc,,k a "4, oc., 10 is F LL .7( I?4') .67 2 v = . s { q d } IVise, a0 !h 54O I h S Shear Distribution: 8' high X 3' long shelf Fp= 98 lbs. level wi hi wiXhi % Fi Mi(" lbs) 1 140 0.5 70 1.7 1.6 0.8 2 140 1.75 245 5.9 5.8 10.1 3 140 3 420 10.1 9.9 29.6 4 140 4.25 595 14.3 14.0 59.5 5 140 5.5 770 18.5 18.1 99.6 6 140 6.75 945 22.7 22.2 150.1 7 140 8 1120 26.9 26.4 210.8 8 0 0 0 0.0 0.0 0.0 9 0 0 0 0.0 0.0 0.0 4165 100.0 98.0 560.6 Job Name roSS ► L Job No. ? 13` Sheet No. a • Z B e `y f. Date 4-os r 1l „ Wr De, CARUSO Rio Salado Executive Center TURLEY 130 South Priest Drive SCOTT Tempe, Arizona 85281 INC. T; 480.774 -1700 consulting F: 480-774-1701 structural engineers ta t, 42,O if). S�t ► � vz , ( i V') A 7' T ' op. . .53 qa Shear Distribution: 8' high X 3' long shelf Job Name FOSSIL Job No. 03 - `( `( 6 Fp= 54 lbs. level wi hi wiXhi % Fi Mi(" lbs) 1 60 0.5 30 1.1 0.6 0.3 2 60 1.75 105 3.8 2.1 3.6 3 60 3 180 6.6 3.5 10.6 4 60 4.25 255 9.3 5.0 21.3 5 60 5.5 330 12.0 6.5 35.7 6 60 6.75 405 14.8 8.0 53.8 7 180 8 1440 52.5 28.3 226.6 8 0 0 0 0.0 0.0 0.0 9 0 0 0 0.0 0.0 0.0 2745 100.0 54.0 352.0 CJ \r t✓ Ps I t- t 1... ► s 0 tr t c_)n't, Sheet No. S Date 6'1,36 Caruso Turley Scott Inc. 8' high X 3' wide Units Option AISC Code Checks : 9th Edition Shear Deformation: No P -Delta Effects Redesign Edge Forces A.S.I.F. Node No 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Material Label steel Section Label column beam : US Standard No No NO : 1.333 Elastic Modulus (Ksi) 29000.00 Database Shape RISA -2D (R) Version 3.03 ASD Boundary Conditions X -Coord Y -Coord (ft) X-dof Y -dof Rotation Temp. (ft) (in, K /in) - - -- (in, K /in) - -- (r, K -ft /r) (F)- 0.00 0.00 0.00 0.50 R R 0.00 0.00 1.75 0.00 0.00 3.00 0.00 0.00 4.25 0.00 0 5.50 0.00 0.00 6.75 0.00 0.00 8.00 0.00 1 0.00 R 0.00 1.91 0.50 R 0.00 1.91 1.75 0.00 1.91 3.00 0.00 1.91 4.25 0.00 1.91 5.50 0.00 1.91 6.75 0.00 1.91 8.00 0.00 0.00 Poisson's Ratio 0.30000 Matl. Set steel steel Thermal Coefficient (F) 0.65000 Area (in 0.22 0.28 Weight Density (K /f t3) 0.490 Moment of Inertia (in 0.049 0.232 Job Page 6.4 Date Yield Stress (Fy) (Ksi) - - -- 36.000 As y/y Coef 1.20 1.20 Caruso Turley Scott Inc. 8' high X 3' wide I J RISA -2D (R) Version 3.03 Job Page s $ Date I Releases J No Node Node End Offsets Section x y z x y z Sec Sway I J 1 1 - Lengtt 2 column (in) - - -- (in) (ft) 2 2 - 3 column 0.5C 3 3 - 4 column 1.25 4 4 - 5 column 1.25 5 5 - 6 column 1.25 6 6 - 7 column 1.25 7 7 - 8 column 1.25 8 9 - 10 column 1.25 9 10 - 11 column 0.50 10 11 - 12 column 1.25 11 12 - 13 column 1.25 12 13 - 14 column 1.25 13 14 - 15 column 1.25 14 15 - 16 column 1.25 15 2 - 10 beam 1.25 16 3 - 11 beam 1 1 1.91 17 4 - 12 beam 1 1.91 18 5 - 13 beam 1 19 6 - 14 beam 1.91 1 1 1.91 20 7 - 15 beam 1 1.91 21 8 - 16 beam 1 1.91 1.91 I J Unbraced Lengths No Node Noe _i K Factors Bending Coefs Lb -out Lc In Out 1 1 - (ft) (ft) (ft) Cb 2 2 2 - 3 3 3 - 4 4 4 _ 5 5 5 - 6 6 6 - 7 7 7 _ 8 8 9 - 10 9 10 - 11 10 11 - 12 11 12 - 13 12 13 - 14 13 14 - 15 14 15 - 16 15 2 - 10 16 3 - 11 17 4 - 12 18 5 - 13 19 6 - 14 Caruso Turley Scott Inc. 8' high X 3' wide I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb -in Lb -out Lc In Out Cm Cb (ft) (ft) (ft) 20 7 - 15 21 8 - 16 BLC Basic Load Case Load Totals No. Description Nodal Point Dist. 1 dead 2 live 1 3 live 2 4 seismic i 5 seismic 2 6 live 3 Nodal Loads, BLC 1: dead RISA -2D (R) Version 3.03 14 14 2 7 7 14 Job Page t3 . Date Node Number Global X Global Y Moment 2 ( 0) 000 (K) (K ft) 3 -0.015 0.000 0.000 -0.015 0.000 4 0.000 -0.015 0.000 5 0.000 -0.015 0.000 0.000 6 0 -0.015 0.000 7 0.000 -0.015 0.000 8 0.000 -0.015 0.000 10 0.000 -0.015 0.000 11 0.000 -0.015 0.000 12 0.000 -0.015 0.000 13 0.000 -0.015 0.000 14 0.000 -0.015 0.000 15 0.000 -0.015 0.000 16 0.000 -0.015 0.000 Nodal Loads, BLC 2: live 1 Node Number Global X Global Y Moment 2 (K ) 0 00 (K) (K -f t) - - -- 3 -0.020 0.000 0.000 -0.020 4 0.000 0.000 5 -0.020 0.000 0.000 -0.020 6 0.000 -0.020 0.000 0.000 7 0.000 -0.020 0.000 Caruso Turley Scott Inc. 8' high X 3' wide Nodal Loads, BLC 3: live 2 Nodal Loads, BLC 4: seismic 1 Nodal Loads, BLC 5: seismic 2 RISA -2D (R) Version 3.03 Job Page 8.7 Date Node Number Global X Global Y Moment 10 (0.000 ( 0.020 (0 . ft) - - -- 0.000 -0.020 0.000 11 0.000 0.000 12 -0.020 0.000 0.000 -0.020 13 0.000 0.000 14 -0.020 0.000 0.000 -0.020 15 0.000 0.000 16 -0.020 0.000 0.000 -0.020 0.000 Node Number Global X Global Y (K) (K) Moment 8 0.000 -0.030 (0.00) - - -- 16 0.000 0.000 -0.030 0.000 Node Number Global X Global Y (K) Moment 2 0.002 (K) 0.000 (K -f t) - - -- 0.006 0.000 4 0.000 0.000 0.010 0.000 5 0.014 0.000 6 0.000 0.000 0.018 0.000 7 0.022 0.000 8 0.000 0.000 0.026 0.000 0.000 Node Number Global X Global Y (K) Moment 3 000 0.001 (K 0.001 ( - - -- 4 0.002 0.000 0.000 0.004 0.000 5 0.000 0.000 6 0.005 0.000 7 0.007 0.000 0.000 0.008 0.000 8 0.000 0.000 0.028 0.000 0.000 RISA -2D (R) Version 3.03 Caruso Turley Scott Inc. Job Page g,0 Date 8' high X 3' wide Nodal Loads, BLC 6: live 3 Node I Number Global X Global Y Moment 2 ( 0) 000 ( 0) 030 (K - 0.000 5 0.19976 - 0.00041 - 0.00552 6 0.23485 - 0.00071 - 0.00059 - 0.00336 Caruso Turley Scott Inc. 8' high X 3' wide Node 7 8 9 10 11 12 13 14 15 16 Load Combination is 1 : D +.67L +.7E Reactions Node 1 9 Totals Global X (in) 0.28472 0.31001 0.00000 0.00503 0.05786 0.14752 0.19975 0.23483 0.28469 0.30998 Global X (K) - 0.03431 - 0.03429 - 0.06860 Load Combination is 1 : D +.67L +.7E Member End Forces RISA -2D (R) Version 3.03 Global Y (in) - 0.00070 - 0.00071 - 0.00000 - 0.00042 - 0.00120 - 0.00190 - 0.00252 - 0.00283 - 0.00306 - 0.00320 Global Y (K) 0.04105 0.44895 0.49000 Nodes I -End No I J Axial Shear Moment (K) (K) (K -ft) 1 1- 2 0.04 0.03 0.00 2 2- 3 0.09 0.03 0.06 3 3- 4 0.05 0.03 0.02 4 4- 5 0.02 0.03 -0.02 5 5- 6 0.08 0.02 0.04 6 6- 7 0.04 0.02 0.01 7 7- 8 0.01 0.01 -0.01 8 9- 10 0.45 0.03 0.00 9 10- 11 0.33 0.03 0.06 10 11- 12 0.30 0.03 0.02 11 12- 13 0.26 0.03 -0.02 12 13- 14 0.13 0.02 0.04 13 14- 15 0.10 0.02 0.01 14 15- 16 0.06 0.01 -0.01 15 2- 10 0.00 -0.08 -0.08 16 3- 11 0.00 0.00 0.00 17 4- 12 0.00 0.00 0.00 18 5- 13 0.00 -0.10 -0.09 Job Page R,9 Date Rotation (rad) - 0.00285 - 0.00029 - 0.00098 - 0.00055 - 0.00561 - 0.00551 - 0.00071 - 0.00336 - 0.00285 - 0.00029 Moment (K -ft) 0.00000 0.00000 0.00000 J -End Axial Shear Moment (K) (K) (K-ft)-- - 0.04 -0.03 0.02 - 0.09 -0.03 -0.02 -0.05 -0.03 0.02 -0.02 -0.03 0.06 -0.08 -0.02 -0.01 - 0.04 -0.02 0.01 - 0.01 -0.01 0.03 - 0.45 -0.03 0.02 -0.33 -0.03 -0.02 - 0.30 -0.03 0.02 - 0.26 -0.03 0.06 - 0.13 -0.02 -0.01 - 0.10 - 0.02 0.01 -0.06 -0.01 0.03 -0.00 0.08 - 0.08 - 0.00 0.00 0.00 - 0.00 0.00 0.00 - 0.00 0.10 -0.09 Caruso Turley Scott Inc. 8' high X 3' wide Nodes No I J 19 6- 14 20 7- 15 21 8- 16 Nodes No I J Maximum 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 1- 2 2- 3 3- 4 4- 5 5- 6 6- 7 7- 8 9- 10 10- 11 11- 12 12- 13 13- 14 14- 15 15- 16 2- 10 3- 11 4- 12 5- 13 6- 14 7- 15 8- 16 I -End Axial Shear (K) (K) 0.01 0.00 0.01 0.00 0.01 -0.03 RISA -2D (R) Version Load Combination is 1 : D +.67L +.7E AISC Code Checks Moment (K ft) 0.00 0.00 -0.03 3.03 Axial (K) -0.01 -0.01 -0.01 Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Shear (K) 0.00 0.00 0.03 Job Page 60* Date Moment (K -ft) -- 0.00 0.00 -0.03 L Shear Caruso Turley Scott Inc. 8' high X 3' wide Load Combination is 2 : D +top live +.7E Nodal Displacements Node 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Load Combination is 2 : D +top live +.7E Reactions Node 1 9 Totals Global X (in) 0.00000 0.00286 0.03328 0.08544 0.11642 0.14100 0.17829 0.19852 0.00000 0.00286 0.03327 0.08544 0.11641 0.14099 0.17829 0.19849 Global X (K) - 0.01925 - 0.01925 - 0.03850 RISA -2D (R) Version 3.03 Load Combination is 2 : D +top live +.7E Member End Forces Global Y (in) - 0.00000 - 0.00001 - 0.00009 - 0.00014 - 0.00016 - 0.00028 - 0.00037 - 0.00042 - 0.00000 - 0.00025 - 0.00073 - 0.00117 - 0.00157 - 0.00180 - 0.00200 - 0.00216 Global Y (K) 0.00535 0.26465 0.27000 Nodes I -End J -End No I J Axial Shear Moment Axial Shear (K) (K) (K -ft) (K) (K) 1 1- 2 0.01 0.02 -0.00 -0.01 -0.02 2 2- 3 0.04 0.02 0.03 -0.04 -0.02 3 3- 4 0.02 0.02 0.01 -0.02 -0.02 4 4- 5 0.01 0.02 -0.01 -0.01 -0.02 5 5- 6 0.05 0.02 0.02 -0.05 -0.02 6 6- 7 0.04 0.01 0.01 -0.04 -0.01 7 7- 8 0.02 0.01 -0.01 -0.02 -0.01 8 9- 10 0.26 0.02 -0.00 -0.26 -0.02 9 10- 11 0.20 0.02 0.03 -0.20 -0.02 10 11- 12 0.19 0.02 0.01 -0.19 -0.02 Job Page t3.11 Date Rotation (rad) - 0.00056 - 0.00031 - 0.00324 - 0.00323 - 0.00045 - 0.00243 - 0.00221 - 0.00022 - 0.00056 - 0.00031 - 0.00324 - 0.00323 - 0.00045 - 0.00243 - 0.00221 - 0.00022 Moment (K -ft) 0.00000 0.00000 0.00000 Moment (K -ft)-- 0.01 -0.01 0.01 0.03 -0.01 0.01 0.02 0.01 -0.01 0.01 Caruso Turley Scott Inc. 8' high X 3' wide Nodes I -End J -End No I J Axial Shear Moment Axial Shear (K) (K) (K-ft) (K) (K) 11 12- 13 0.17 0.02 -0.01 -0.17 -0.02 12 13- 14 0.10 0.02 0.02 -0.10 -0.02 13 14- 15 0.08 0.01 0.01 -0.08 -0.01 14 15- 16 0.07 0.01 -0.01 -0.07 -0.01 15 2- 10 0.00 -0.05 -0.04 -0.00 0.05 16 3- 11 0.00 0.00 0.00 -0.00 0.00 17 4- 12 0.00 0.00 0.00 -0.00 0.00 18 5- 13 0.00 -0.06 -0.06 -0.00 0.06 19 6- 14 0.00 0.00 0.00 -0.00 0.00 20 7- 15 0.00 0.00 0.00 -0.00 0.00 21 8- 16 0.01 -0.02 -0.02 -0.01 0.02 Load Combination is 2 : D +top live +.7E AISC Code Checks Nodes No I J Maximum 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 1- 2 2- 3 3- 4 4- 5 5- 6 6- 7 7- 8 9- 10 10- 11 11- 12 12- 13 13- 14 14- 15 15- 16 2- 10 3- 11 4- 12 5- 13 6- 14 7- 15 8- 16 RISA -2D (R) Version Member Quarter Points 1/4 1/2 3/4 3.03 Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - L Job Page At ('- Date Moment (K -ft) -- 0.03 -0.01 0.01 0.02 - 0.04 0.00 0.00 - 0.06 0.00 0.00 -0.02 Shear Caruso Turley Scott Inc. 8' high X 3' wide Load Combination is 3 : D +L Nodal Displacements Node 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Global X (in) 0.00000 - 0.00000 - 0.00000 - 0.00000 - 0.00000 - 0.00000 - 0.00000 - 0.00000 - 0.00000 - 0.00000 - 0.00000 - 0.00000 - 0.00000 - 0.00000 - 0.00000 - 0.00000 Load Combination is 3 : D +L Reactions Node 1 9 Totals Global X (K) - 0.00000 0.00000 0.00000 Load Combination is 3 : D +L Member End Forces RISA -2D (R) Version 3.03 Global Y (in) - 0.00000 - 0.00030 - 0.00093 - 0.00146 - 0.00188 - 0.00220 - 0.00241 - 0.00252 - 0.00000 - 0.00030 - 0.00093 - 0.00146 - 0.00188 - 0.00220 - 0.00241 - 0.00252 Global Y (K) 0.31500 0.31500 0.63000 Nodes I -End J -End No I J Axial Shear Moment Axial Shear (K) (K) (K -ft) (K) (K) 1 1- 2 0.31 0.00 -0.00 -0.31 -0.00 2 2- 3 0.27 -0.00 -0.00 -0.27 0.00 3 3- 4 0.22 0.00 -0.00 -0.22 -0.00 4 4- 5 0.18 -0.00 -0.00 -0.18 0.00 5 5- 6 0.13 -0.00 -0.00 -0.13 0.00 6 6- 7 0.09 0.00 -0.00 -0.09 -0.00 7 7- 8 0.04 -0.00 -0.00 -0.04 0.00 8 9- 10 0.31 -0.00 -0.00 -0.31 0.00 9 10- 11 0.27 -0.00 -0.00 -0.27 0.00 10 11- 12 0.22 -0.00 -0.00 -0.22 0.00 Job Page a . i ..) Date Rotation (rad) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Moment (K ft) 0.00000 0.00000 0.00000 Moment (K -ft)-- 0.00 0.00 0.00 -0.00 -0.00 0.00 -0.00 -0.00 0.00 0.00 Caruso Turley Scott Inc. 8' high X 3' wide Nodes No I J 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 2- 10 16 3- 11 17 4- 12 18 5- 13 19 6- 14 20 7- 15 21 8- 16 Axial (K) 0.18 0.13 0.09 0.04 -0.00 0.00 -0.00 -0.00 0.00 -0.00 0.00 Nodes No I J Maximum 0 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 9- 10 9 10- 11 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 2- 10 16 3- 11 17 4- 12 18 5- 13 19 6- 14 20 7- 15 21 8- 16 RISA -2D (R) Version 3.03 I -End Shear (K) 0.00 0.00 -0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Load Combination is 3 : D +L AISC Code Checks Moment (K ft) -0.00 0.00 -0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Axial Shear (K) (K) -0.18 -0.00 - 0.13 -0.00 - 0.09 0.00 - 0.04 -0.00 0.00 -0.00 - 0.00 0.00 0.00 0.00 0.00 -0.00 -0.00 0.00 0.00 0.00 - 0.00 -0.00 Job Page 43 1 Date Moment (K -ft) -- 0.00 0.00 -0.00 0.00 -0.00 0.00 0.00 0.00 0.00 0.00 0.00 L Shear Caruso Turley Scott Inc. 8' high X 3' wide Load Combination is 4 : .6D +.67L +.7E Nodal Displacements Node Global X (in) 1 0.00000 2 0.00503 3 0.05787 4 0.14753 5 0.19976 6 0.23485 7 0.28472 8 0.31001 9 0.00000 10 0.00503 11 0.05786 12 0.14752 13 0.19975 14 0.23483 15 0.28469 16 0.30998 RISA -2D (R) Version 3.03 Load Combination is 4 : .6D +.67L +.7E Reactions Node 1 9 Totals Global X (K) - 0.03431 - 0.03429 - 0.06860 Load Combination is 4 : .6D +.67L +.7E Member End Forces Global Y (in) 0.00000 0.00000 - 0.00012 - 0.00017 - 0.00016 - 0.00030 - 0.00037 - 0.00038 - 0.00000 - 0.00038 - 0.00108 - 0.00171 - 0.00227 - 0.00254 - 0.00274 - 0.00287 Global Y (K) - 0.00095 0.40695 0.40600 Nodes I -End J -End No I J Axial Shear Moment Axial Shear (K) (K) (K -ft) (K) (K) 1 1- 2 -0.00 0.03 -0.00 0.00 -0.03 2 2- 3 0.05 0.03 0.06 -0.05 -0.03 3 3- 4 0.02 0.03 0.02 -0.02 -0.03 4 4- 5 -0.01 0.03 -0.02 0.01 -0.03 5 5- 6 0.06 0.02 0.04 -0.06 -0.02 6 6- 7 0.03 0.02 0.01 -0.03 -0.02 7 7- 8 0.00 0.01 -0.01 -0.00 -0.01 8 9- 10 0.41 0.03 0.00 -0.41 -0.03 9 10- 11 0.30 0.03 0.06 -0.30 -0.03 10 11- 12 0.27 0.03 0.02 -0.27 -0.03 Job Page 6,1s Date Rotation (rad) - 0.00098 - 0.00055 - 0.00561 - 0.00552 - 0.00071 - 0.00336 - 0.00285 - 0.00029 - 0.00098 - 0.00055 - 0.00561 - 0.00551 - 0.00071 - 0.00336 - 0.00285 - 0.00029 Moment (K- ft) 0.00000 0.00000 0.00000 Moment (K -ft) -- 0.02 -0.02 0.02 0.06 -0.01 0.01 0.03 0.02 -0.02 0.02 Caruso Turley Scott Inc. 8' high X 3' wide Nodes No I J 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 2- 10 16 3- 11 17 4- 12 18 5- 13 19 6- 14 20 7- 15 21 8- 16 Load Combination is 4 : .6D +.67L +.7E AISC Code Checks Nodes No I J Maximum 0 1 1- 2_ 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 9- 10 9 10- 11 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16 17 18 19 20 21 2- 10 3- 11 4- 12 5- 13 6- 14 7- 15 8- 16 Axial (K) 0.24 0.11 0.09 0.06 0.00 0.00 0.00 0.00 0.01 0.01 0.01 RISA -2D (R) Version 3.03 I -End Shear (K) 0.03 0.02 0.02 0.01 - 0.08 0.00 0.00 -0.10 0.00 0.00 - 0.03 Moment (K ft) - 0.02 0.04 0.01 - 0.01 -0.08 0.00 0.00 -0.09 0.00 0.00 -0.03 Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Axial Shear (K) (K) - 0.24 -0.03 - 0.11 -0.02 -0.09 -0.02 - 0.06 -0.01 - 0.00 0.08 -0.00 0.00 - 0.00 0.00 - 0.00 0.10 - 0.01 0.00 - 0.01 0.00 -0.01 0.03 Job Page `3,16 Date Moment (K -f t) -- 0.06 -0.01 0.01 0.03 - 0.08 0.00 0.00 - 0.09 0.00 0.00 - 0.03 L Shear Caruso Turley Scott Inc. 8' high X 3' wide Load Combination is 5 : .6D +top live +.7E Nodal Displacements Node Node 1 9 Totals Global X (in) 1 0.00000 2 0.00286 3 0.03328 4 0.08544 5 0.11642 6 0.14100 7 0.17829 8 0.19852 9 0.00000 10 0.00286 11 0.03327 12 0.08544 13 0.11641 14 0.14099 15 0.17829 16 0.19849 RISA -2D (R) Version 3.03 Load Combination is 5 : .6D +top live +.7E Reactions Global X (K) - 0.01925 - 0.01925 - 0.03850 Load Combination is 5 : .6D +top live +.7E Member End Forces Nodes I -End No I J Axial Shear Moment (K) (K) (K-ft) 1 1- 2 -0.04 0.02 -0.00 2 2- 3 0.00 0.02 0.03 3 3- 4 -0.01 0.02 0.01 4 4- 5 -0.02 0.02 -0.01 5 5- 6 0.03 0.02 0.02 6 6- 7 0.03 0.01 0.01 7 7- 8 0.02 0.01 -0.01 8 9- 10 0.22 0.02 0.00 9 10- 11 0.17 0.02 0.03 10 11- 12 0.16 0.02 0.01 Global Y (in) 0.00000 0.00003 0.00003 0.00005 0.00009 0.00001 - 0.00005 - 0.00009 - 0.00000 - 0.00021 - 0.00060 - 0.00097 - 0.00132 - 0.00151 - 0.00168 - 0.00182 Global Y (K) - 0.03665 0.22265 0.18600 J -End Axial Shear (K) (K) 0.04 -0.02 -0.00 -0.02 0.01 -0.02 0.02 -0.02 - 0.03 -0.02 -0.03 -0.01 -0.02 -0.01 - 0.22 -0.02 -0.17 -0.02 - 0.16 -0.02 Job Page 9t Date Rotation (rad) - 0.00056 - 0.00031 - 0.00324 - 0.00323 - 0.00045 - 0.00243 - 0.00221 - 0.00022 - 0.00056 - 0.00031 - 0.00324 - 0.00323 - 0.00045 - 0.00243 - 0.00221 - 0.00022 Moment (K -ft) 0.00000 0.00000 0.00000 Moment (K-ft)-- 0.01 -0.01 0.01 0.03 -0.01 0.01 0.02 0.01 -0.01 0.01 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 Caruso Turley Scott Inc. 8' high X 3' wide Nodes No I J 11 12 13 14 15 16 17 18 19 20 21 12- 13- 14- 15- 2- 4- 5- 6- 8- 1- 3- 4- 6- 7- 9- 10- 11- 12- 13- 14- 15- 2- 4- 5- 7- 8- 13 14 15 16 10 11 12 13 14 15 16 2 3 4 5 6 7 8 10 11 12 13 14 15 16 10 11 12 13 14 15 16 I -End Axial Shear (K) (K) 0.15 0.02 0.08 0.02 0.07 0.01 0.06 0.01 0.00 -0.05 0.00 0.00 0.00 0.00 0.00 -0.06 0.00 0.00 0.00 0.00 0.01 -0.02 Nodes No I J Maximum 0 RISA -2D (R) Version Moment (K ft) - 0.01 0.02 0.01 -0.01 - 0.04 0.00 0.00 -0.06 0.00 0.00 -0.02 Load Combination is 5 : .6D +top live +.7E AISC Code Checks Member Quarter Points 1/4 1/2 3/4 - Not - Not - Not - Not - Not - Not - Not - Not - Not - Not - Not - Not - Not - Not - Not - Not - Not - Not - Not - Not - Not 3.03 Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated J -End Axial Shear (K) (K) - 0.15 -0.02 - 0.08 -0.02 - 0.07 -0.01 -0.06 -0.01 -0.00 0.05 -0.00 0.00 - 0.00 0.00 -0.00 0.06 -0.00 0.00 -0.00 0.00 - 0.01 0.02 Job Page 8,10 Date L Moment (K -ft) -- 0.03 -0.01 0.01 0.02 -0.04 0.00 0.00 -0.06 0.00 0.00 -0.02 Shear RISA -2D (R) Version 3.03 ' Caruso Turley Scott Inc. Job Page 6. Date 8' high X 3' wide long direction Units Option : US Standard AISC Code Checks : 9th Edition ASD Shear Deformation: No P -Delta Effects : No Redesign : No ' Edge Forces : No A.S.I.F. : 1.333 Node Boundary Conditions Label Shape Set Inertia Coef (in (in column steel 0.22 0.049 1.20 I beam steel 0.28 0.232 1.20 I 8' high X 3' wide long direction Caruso Turley Scott Inc. I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length (in) - - -- (in) (ft) 1 1 - 2 column 0.50 2 2 - 3 column 1.25 3 3 - 4 column 1.25 4 4 - 5 column 1.25 5 5 - 6 column 1.25 6 6 - 7 column 1.25 7 7 - 8 column 1.25 8 9 - 10 column 0.50 9 10 - 11 column 1.25 10 11 - 12 column 1.25 11 12 - 13 column 1.25 12 13 - 14 column 1.25 13 14 - 15 column 1.25 14 15 - 16 column 1.25 15 2 - 10 beam 3.00 16 3 - 11 beam 1 1 3.00 17 4 - 12 beam 1 1 3.00 18 5 - 13 beam 3.00 19 6 - 14 beam 1 1 3.00 20 7 - 15 beam 1 1 3.00 21 8 - 16 beam 3.00 I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb -in Lb -out Lc In Out Cm Cb (ft) (ft) (ft) 1 1 - 2 2 2 - 3 3 3 - 4 4 4 - 5 5 5 - 6 6 6 - 7 7 7 - 8 8 9 - 10 9 10 - 11 10 11 - 12 11 12 - 13 12 13 - 14 13 14 - 15 14 15 - 16 15 2 - 10 16 3 - 11 17 4 - 12 18 5 - 13 19 6 - 14 RISA -2D (R) Version 3 03 Job Page 4/, Date Caruso Turley Scott Inc. 8' high X 3' wide long direction I J No Node Node 20 7 - 15 21 8 - 16 BLC No. 1 dead 2 live 1 3 live 2 4 seismic 1 5 seismic 2 6 live 3 Unbraced Lengths Lb -in Lb -out Lc (ft) (ft) (ft) Basic Load Case Description Member Distributed Loads,BLC 1: dead Memb I J No Node Node Dir 15 2 - 10 Y 16 3 - 11 Y 17 4 - 12 Y 18 5 - 13 Y 19 6 - 14 Y 20 7 - 15 Y 21 8 - 16 Y Memb I J No Node Node Dir 15 2 - 10 Y 16 3 - 11 Y 17 4 - 12 Y 18 5 - 13 Y 19 6 - 14 Y 20 7 - 15 Y 21 8 - 16 Y RISA -2D (R) Version 3.03 Start Magnitude (K /ft, F) -0.010 - 0.010 - 0.010 - 0.010 - 0.010 - 0.010 - 0.010 Member Distributed Loads,BLC 2: live 1 Start Magnitude (K /ft, F) - 0.014 -0.014 -0.014 -0.014 -0.014 - 0.014 - 0.014 Member Distributed Loads,BLC 3: live 2 End Magnitude (K /ft, F) -0.010 - 0.010 - 0.010 - 0.010 - 0.010 -0.010 -0.010 End Magnitude (K /ft, F) -0.014 -0.014 - 0.014 - 0.014 -0.014 - 0.014 - 0.014 K Factors In Out Load Totals Nodal Point Dist. 7 7 Start Location (ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Job Page s e •1 Date Bending Coefs Cm Cb 7 7 1 7 End Location (ft)---- 3.000 3.000 3.000 3.000 3.000 3.000 3.000 Start End Location Location (ft) (ft)---- 0.000 3.000 0.000 3.000 0.000 3.000 0.000 3.000 0.000 3.000 0.000 3.000 0.000 3.000 Caruso Turley Scott Inc. 8' high X 3' wide long direction Memb I J Start No Node Node Dir Magnitude (K /ft, F) 21 8 - 16 Y -0.020 Nodal Loads, BLC 4: seismic 1 Node Number 2 3 4 5 6 7 8 Nodal Loads, BLC 5: seismic 2 Node Number 2 3 4 5 6 7 8 RISA -2D (R) Version 3.03 Global X (K) 0.002 0.006 0.010 0.014 0.018 0.022 0.026 Global X (K) 0.001 0.002 0.004 0.005 0.007 0.008 0.028 Member Distributed Loads,BLC 6: live 3 Memb I J No Node Node Dir 15 2 - 10 Y 16 3 - 11 Y 17 4 - 12 Y 18 5 - 13 Y 19 6 - 14 Y 20 7 - 15 Y 21 8 - 16 Y Start Magnitude (K /ft, F) - 0.020 - 0.020 - 0.020 - 0.020 - 0.020 - 0.020 -0.020 End Magnitude (K /ft, F) -0.020 End Magnitude (K /ft, F) -0.020 -0.020 - 0.020 -0.020 - 0.020 - 0.020 - 0.020 Global Y (K) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Global Y (K) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Start Location (ft) 0.000 Start Location (ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Job Page $+ UV Date End Location (ft) - - -- 3.000 Moment (K- ft) - - -- 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Moment (K- ft) - - -- 0.000 0.000 0.000 0.000 0.000 0.000 0.000 End Location (ft)---- 3.000 3.000 3.000 3.000 3.000 3.000 3.000 I RISA -2D (R) Version 3.03 Caruso Turley Scott Inc. Job Page 4 ?) 15 0.30590 - 0.00268 - 0.00304 16 0.33241 - 0.00281 - 0.00002 Load Combination is 1 : D +.67L +.7E I Reactions Node Global X Global Y Moment (K) (K) (K -ft) 1 - 0.01670 0.12215 0.00000 9 - 0.05190 0.38185 0.00000 Totals - 0.06860 0.50400 0.00000 Caruso Turley Scott Inc. 8' high X 3' wide long direction == Load Combination is 1 : D +.67L +.7E Member End Forces Nodes No I J 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 9- 10 9 10- 11 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 2- 10 16 3- 11 17 4- 12 18 5- 13 19 6- 14 20 7- 15 21 8- 16 Axial (K) 0.12 0.14 0.10 0.07 0.09 0.05 0.02 0.38 0.29 0.26 0.22 0.13 0.09 0.05 0.01 0.01 -0.01 0.00 0.02 -0.00 0.02 Load Combination is 1 : AISC Code Checks Nodes No I J Maximum 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 9- 10 9 10- 11 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 2- 10 RISA -2D (R) Version 3.03 = I -End Shear (K) 0.02 0.03 0.03 0.02 0.02 0.02 0.00 0.05 0.04 0.03 0.03 0.03 0.01 0.02 -0.02 0.04 0.04 -0.02 0.04 0.04 0.02 0 D +.67L +.7E Moment (K ft) 0.00 0.06 0.02 - 0.02 0.03 0.01 - 0.02 0.00 0.07 0.02 - 0.02 0.04 0.00 -0.01 - 0.06 0.00 0.00 - 0.08 0.00 0.00 - 0.02 Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Axial Shear (K) (K) -0.12 -0.02 -0.14 -0.03 - 0.10 -0.03 - 0.07 -0.02 -0.09 -0.02 -0.05 -0.02 -0.02 -0.00 -0.38 -0.05 -0.29 -0.04 -0.26 -0.03 - 0.22 -0.03 - 0.13 -0.03 - 0.09 -0.01 - 0.05 -0.02 -0.01 0.09 -0.01 0.04 0.01 0.04 -0.00 0.10 - 0.02 0.04 0.00 0.04 -0.02 0.05 Job Page o!1 Date Moment (K -ft) -- 0.01 - 0.02 0.02 0.05 -0.01 0.02 0.02 0.03 - 0.02 0.02 0.06 - 0.00 0.01 0.04 - 0.09 0.00 0.00 -0.10 0.00 0.00 -0.04 L Shear Caruso Turley Scott Inc. 8' high X 3' wide long direction RISA -2D (R) Version 3.03 Load Combination is 2 : D +top live +.7E Nodal Displacements Node Global X (in) 1 0.00000 2 0.00388 3 0.03683 4 0.09161 5 0.12529 6 0.15227 7 0.19122 8 0.21251 9 0.00000 10 0.00385 11 0.03682 12 0.09162 13 0.12528 14 0.15224 15 0.19127 16 0.21242 Load Combination is 2 : D +top live +.7E Reactions Node 1 9 Totals Global X (K) - 0.01192 - 0.02658 - 0.03850 Load Combination is 2 : D +top live +.7E Member End Forces Nodes I -End No I J Axial Shear Moment (K) (K) (K -ft) 1 1- 2 0.05 0.01 -0.00 2 2- 3 0.07 0.02 0.03 3 3- 4 0.05 0.02 0.01 4 4- 5 0.04 0.01 -0.01 5 5- 6 0.06 0.01 0.02 6 6- 7 0.05 0.02 0.01 7 7- 8 0.03 -0.00 -0.01 8 9- 10 0.22 0.03 0.00 9 10- 11 0.17 0.02 0.04 10 11- 12 0.16 0.02 0.01 Global Y (in) - 0.00000 - 0.00005 - 0.00021 - 0.00033 - 0.00042 - 0.00056 - 0.00067 - 0.00074 - 0.00000 - 0.00020 - 0.00061 - 0.00098 - 0.00132 - 0.00153 - 0.00170 - 0.00185 Global Y (K) 0.05246 0.21754 0.27000 J -End Axial Shear (K) (K) -0.05 -0.01 -0.07 -0.02 -0.05 -0.02 - 0.04 -0.01 -0.06 -0.01 - 0.05 -0.02 - 0.03 0.00 -0.22 -0.03 - 0.17 -0.02 -0.16 -0.02 Job Page G•"r Date Rotation (rad) - 0.00070 - 0.00055 - 0.00340 - 0.00339 - 0.00072 - 0.00257 - 0.00221 - 0.00065 - 0.00075 - 0.00042 - 0.00343 - 0.00343 - 0.00055 - 0.00256 - 0.00240 0.00012 Moment (K ft) 0.00000 0.00000 0.00000 Moment (K -ft) -- 0.01 -0.01 0.01 0.03 - 0.01 0.01 0.01 0.01 - 0.01 0.01 Caruso Turley Scott Inc. 8' high X 3' wide long direction Nodes No I J 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 2- 10 16 3- 11 17 4- 12 18 5- 13 19 6- 14 20 7- 15 21 8- 16 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 9- 10 9 10- 11 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16 17 18 19 20 21 2- 10 3- 11 4- 12 5- 13 6- 14 7- 15 8- 16 I -End Axial Shear (K) (K) 0.14 0.02 0.09 0.02 0.07 0.01 0.06 0.02 0.01 -0.01 0.00 0.01 - 0.00 0.01 0.00 -0.02 0.01 0.01 - 0.01 0.01 0.02 0.03 Moment (K -ft) - 0.01 0.03 0.00 - 0.01 - 0.04 0.00 0.00 - 0.05 0.00 0.00 - 0.01 Nodes No I J Maximum 0 RISA -2D (R) Version 3.03 Load Combination is 2 : D +top live +.7E AISC Code Checks Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Axial Shear (K) (K) -0.14 -0.02 -0.09 -0.02 -0.07 -0.01 - 0.06 -0.02 - 0.01 0.04 -0.00 0.01 0.00 0.01 -0.00 0.05 -0.01 0.01 0.01 0.01 -0.02 0.06 Job Page * Date Moment (K -ft) -- 0.03 -0.00 0.01 0.03 - 0.05 0.00 0.00 - 0.06 0.00 0.00 - 0.03 L Shear 9 10- 11 0.27 0.01 0.01 -0.27 -0.01 0 11- 12 0.22 -0.00 -0.00 -0.22 0.00 Job Page 6.7 Date Rotation (rad) 0.00009 - 0.00019 0.00004 0.00006 - 0.00026 0.00004 0.00008 - 0.00038 - 0.00009 0.00019 - 0.00004 - 0.00006 0.00026 - 0.00004 - 0.00008 0.00038 Moment (K ft) 0.00000 0.00000 0.00000 Moment (K -ft) -- -0.01 - 0.00 0.00 - 0.01 - 0.00 0.00 -0.01 0.01 0.00 - 0.00 Caruso Turley Scott Inc. 8' high X 3' wide long direction Nodes No I J 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 2- 10 16 3- 11 17 4- 12 18 5- 13 19 6- 14 20 7- 15 21 8- 16 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 9- 10 9 10- 11 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16 17 18 19 20 21 2- 10 3- 11 4- 12 5- 13 6- 14 7- 15 8- 16 Axial (K) 0.18 0.13 0.09 0.04 0.02 0.01 - 0.01 -0.00 0.01 - 0.02 0.01 Load Combination is 3 : D +L AISC Code Checks Nodes No I J Maximum 0 RISA -2D (R) Version 3.03 I -End Shear (K) 0.01 0.01 -0.00 0.01 0.04 0.04 0.04 0.04 0.04 0.04 0.04 Moment (K ft) 0.00 0.01 -0.00 0.00 0.02 0.00 0.00 0.01 0.00 0.00 0.01 Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Axial Shear (K) (K) -0.18 -0.01 -0.13 -0.01 -0.09 0.00 -0.04 -0.01 -0.02 0.04 -0.01 0.04 0.01 0.04 0.00 0.04 -0.01 0.04 0.02 0.04 -0.01 0.04 Job Page 6." Date L Moment (K -ft) -- 0.01 0.00 - 0.00 0.01 -0.02 0.00 0.00 - 0.01 0.00 0.00 -0.01 Shear Caruso Turley Scott Inc. 8' high X 3' wide long direction Node Node 1 9 Totals RISA -2D (R) Version 3.03 Load Combination is 4 : .6D +.67L +.7E Nodal Displacements Global X (in) 1 0.00000 2 0.00682 3 0.06404 4 0.15807 5 0.21469 6 0.25355 7 0.30588 8 0.33248 9 0.00000 10 0.00677 11 0.06401 12 0.15808 13 0.21467 14 0.25348 15 0.30589 16 0.33241 Load Combination is 4 : .6D +.67L +.7E Reactions Global X (K) - 0.01963 - 0.04897 - 0.06860 Load Combination is 4 : .6D +.67L +.7E Member End Forces Nodes I -End No I J Axial Shear (K) (K) 1 1- 2 0.08 0.02 2 2- 3 0.10 0.03 3 3- 4 0.07 0.03 4 4- 5 0.04 0.02 5 5- 6 0.07 0.02 6 6- 7 0.04 0.02 7 7- 8 0.01 0.00 8 9- 10 0.34 0.05 9 10- 11 0.26 0.04 10 11- 12 0.23 0.03 Moment (K ft) 0.00 0.06 0.02 - 0.02 0.03 0.01 - 0.02 0.00 0.06 0.02 Global Y (in) - 0.00000 - 0.00008 - 0.00032 - 0.00049 - 0.00058 - 0.00075 - 0.00085 - 0.00088 - 0.00000 - 0.00032 - 0.00093 - 0.00146 - 0.00193 - 0.00218 - 0.00236 - 0.00247 Global Y (K) 0.08015 0.33985 0.42000 J -End Axial Shear (K) (K) - 0.08 -0.02 - 0.10 -0.03 -0.07 -0.03 - 0.04 -0.02 - 0.07 -0.02 -0.04 -0.02 -0.01 -0.00 - 0.34 -0.05 -0.26 -0.04 -0.23 -0.03 Job Page 9.Z Date Rotation (rad) - 0.00122 - 0.00097 - 0.00588 - 0.00577 - 0.00117 - 0.00354 - 0.00292 - 0.00058 - 0.00133 - 0.00071 - 0.00593 - 0.00584 - 0.00083 - 0.00360 - 0.00303 - 0.00007 Moment (K ft) 0.00000 0.00000 0.00000 Moment (K -ft) -- 0.01 - 0.02 0.02 0.05 - 0.01 0.02 0.02 0.02 - 0.02 0.02 Caruso Turley Scott Inc. 8' high X 3' wide long direction Nodes No I J 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 2- 10 16 3- 11 17 4- 12 18 5- 13 19 6- 14 20 7- 15 21 8- 16 Load Combination is 4 : .6D +.67L +.7E AISC Code Checks Nodes No I J Maximum 0 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 9- 10 9 10- 11 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16 17 18 19 20 21 2- 10 3- 11 4- 12 5- 13 6- 14 7- 15 8- 16 I -End Axial Shear (K) (K) 0.20 0.03 0.11 0.03 0.08 0.01 0.05 0.02 0.01 -0.02 0.01 0.03 -0.00 0.03 0.00 -0.03 0.01 0.03 -0.00 0.03 0.02 0.01 RISA -2D (R) Version 3.03 Moment (K ft) - 0.02 0.04 0.00 - 0.01 -0.07 0.00 0.00 -0.08 0.00 0.00 - 0.02 Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Axial Shear (K) (K) -0.20 -0.03 - 0.11 -0.03 -0.08 -0.01 - 0.05 -0.02 - 0.01 0.08 -0.01 0.03 0.00 0.03 - 0.00 0.09 -0.01 0.03 0.00 0.03 -0.02 0.05 Job Page e,..10 Date Moment (K -ft) -- 0.06 - 0.00 0.01 0.03 - 0.09 0.00 0.00 - 0.10 0.00 0.00 -0.03 L Shear Caruso Turley Scott Inc. 8' high X 3' wide long direction RISA -2D (R) Version 3.03 Load Combination is 5 : .6D +top live +.7E Nodal Displacements Node Node 1 9 Totals Global X (in) 1 0.00000 2 0.00387 3 0.03683 4 0.09161 5 0.12529 6 0.15227 7 0.19122 8 0.21251 9 0.00000 10 0.00386 11 0.03682 12 0.09162 13 0.12528 14 0.15224 15 0.19126 16 0.21242 Load Combination is 5 : .6D +top live +.7E Reactions Global X (K) - 0.01485 - 0.02365 - 0.03850 Load Combination is 5 : .6D +top live +.7E Member End Forces Nodes I -End No I J Axial Shear Moment (K) (K) (K -ft) 1 1- 2 0.01 0.01 0.00 2 2- 3 0.03 0.02 0.03 3 3- 4 0.02 0.02 0.01 4 4- 5 0.01 0.02 -0.01 5 5- 6 0.04 0.01 0.02 6 6- 7 0.03 0.02 0.01 7 7- 8 0.02 0.00 -0.01 8 9- 10 0.18 0.02 -0.00 9 10- 11 0.14 0.02 0.04 10 11- 12 0.13 0.02 0.01 Global Y (in) - 0.00000 - 0.00001 - 0.00008 - 0.00014 - 0.00017 - 0.00027 - 0.00034 - 0.00040 - 0.00000 - 0.00017 - 0.00049 - 0.00079 - 0.00107 - 0.00124 - 0.00138 - 0.00151 Global Y (K) 0.01046 0.17554 0.18600 J -End Axial Shear (K) (K) - 0.01 -0.01 -0.03 -0.02 -0.02 -0.02 - 0.01 -0.02 -0.04 -0.01 -0.03 -0.02 -0.02 -0.00 -0.18 -0.02 - 0.14 -0.02 - 0.13 -0.02 Job Page *a • 1 Date Rotation (rad) - 0.00071 - 0.00052 - 0.00341 - 0.00340 - 0.00068 - 0.00257 - 0.00222 - 0.00060 - 0.00074 - 0.00044 - 0.00342 - 0.00342 - 0.00059 - 0.00256 - 0.00239 0.00007 Moment (K ft) 0.00000 0.00000 0.00000 Moment (K -ft) -- 0.01 - 0.01 0.01 0.03 - 0.01 0.01 0.01 0.01 -0.01 0.01 Caruso Turley Scott Inc. 8' high X 3' wide long direction Nodes No I J 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 2- 10 16 3- 11 17 4- 12 18 5- 13 19 6- 14 20 7- 15 21 8- 16 Nodes No I J Maximum 0 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 9- 10 9 10- 11 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16 17 18 19 20 21 2- 10 3- 11 4- 12 5- 13 6- 14 7- 15 8- 16 I -End Axial Shear (K) (K) 0.12 0.02 0.07 0.02 0.06 0.01 0.05 0.02 0.00 -0.02 0.00 0.01 -0.00 0.01 0.00 -0.03 0.01 0.01 -0.01 0.01 0.02 0.02 RISA -2D (R) Version 3.03 Moment (K -ft) -0.01 0.03 0.00 - 0.01 -0.04 0.00 0.00 - 0.05 0.00 0.00 -0.01 Load Combination is 5 : .6D +top live +.7E AISC Code Checks Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Axial Shear (K) (K) -0.12 -0.02 - 0.07 -0.02 - 0.06 -0.01 - 0.05 -0.02 -0.00 0.04 - 0.00 0.01 0.00 0.01 - 0.00 0.05 -0.01 0.01 0.01 0.01 -0.02 0.05 Job Page ep 7- Date Moment (K -ft)-- 0.03 -0.00 0.01 0.03 -0.05 0.00 0.00 -0.06 0.00 0.00 -0.03 L Shear CARUSO TURLEY SCOTT INC. consulting structural engineers Rio Salado Executive Center 130 South Priest Drive Tempe, Arizona 85281 T: 480 - 774 -1700 F: 480-774-1701 �.. L. 4 . L L -- �. :Cfp (1): i ri s; s$ o Ihi • I ''O).. 67 's - 5 Q 16: v' . ( l 1 , s . Shear Distribution: 8' high X 4' long shelf Job Name Job No. O -4(3 B R/ Fp= 117 Ibs. level wi hi wiXhi % Fi Mi(" Ibs) 1 167 0.5 83.5 1.7 2.0 1.0 2 167 1.75 292.25 5.9 6.9 12.0 3 167 3 501 10.1 11.8 35.4 4 167 4.25 709.75 14.3 16.7 71.0 5 167 5.5 918.5 18.5 21.6 119.0 6 167 6.75 1127.25 22.7 26.5 179.2 7 167 8 1336 26.9 31.5 251.7 8 0 0 0 0.0 0.0 0.0 9 0 0 0 0.0 0.0 0.0 4968.25 100.0 117.0 669.3 l - 11 ")c w�PG Sheet No. a , » Date G d ' d � ' Ta " L L. L x+13 s s 0 '. w beam steel 0.28 0.232 1.20 Caruso Turley Scott Inc. 8' high X 4' wide I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length (in) - - -- (in) (ft) 1 1 - 2 column 0.50 2 2 - 3 column 1.25 3 3 - 4 column 1.25 4 4 - 5 column 1.25 5 5 - 6 column 1.25 6 6 - 7 column 1.25 7 7 - 8 column 1.25 8 9 - 10 column 0.50 9 10 - 11 column 1.25 10 11 - 12 column 1.25 11 12 - 13 column 1.25 12 13 - 14 column 1.25 13 14 - 15 column 1.25 14 15 - 16 column 1.25 15 2 - 10 beam 1.91 16 3 - 11 beam 1 1 1.91 17 4 - 12 beam 1 1 1.91 18 5 - 13 beam 1.91 19 6 - 14 beam 1 1 1.91 20 7 - 15 beam 1 1 1.91 21 8 - 16 beam 1.91 I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb -in Lb -out Lc In Out Cm Cb (ft) (ft) (ft) 1 1 - 2 2 2 - 3 3 3 - 4 4 4 - 5 5 5 - 6 6 6 - 7 7 7 - 8 8 9 - 10 9 10 - 11 10 11 - 12 11 12 - 13 12 13 - 14 13 14 - 15 14 15 - 16 15 2 - 10 16 3 - 11 17 4 - 12 18 5 - 13 19 6 - 14 RISA -2D (R) Version 3.03 Job Page 8 , G Date Caruso Turley Scott Inc. 8' high X 4' wide RISA -2D (R) Version 3.03 Job Page 9 Y1 Date I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb -in Lb -out Lc In Out Cm Cb (ft) (ft) (ft) 20 7 - 15 21 8 - 16 BLC Basic Load Case Load Totals No. Description Nodal Point Dist. 1 dead 14 2 live 1 14 3 live 2 2 4 seismic 1 7 5 seismic 2 7 6 live 3 14 Nodal Loads, BLC 1: dead Node Number Global X Global Y Moment (K) (K) (K ft) 2 0.000 -0.015 0.000 3 0.000 -0.015 0.000 4 0.000 -0.015 0.000 5 0.000 -0.015 0.000 6 0.000 -0.015 0.000 7 0.000 -0.015 0.000 8 0.000 -0.015 0.000 10 0.000 -0.015 0.000 11 0.000 -0.015 0.000 12 0.000 -0.015 0.000 13 0.000 -0.015 0.000 14 0.000 -0.015 0.000 15 0.000 -0.015 0.000 16 0.000 -0.015 0.000 Nodal Loads, BLC 2: live 1 Node Number Global X Global Y Moment (K) (K) (K-ft)---- 2 0.000 -0.022 0.000 3 0.000 -0.022 0.000 4 0.000 -0.022 0.000 5 0.000 -0.022 0.000 6 0.000 -0.022 0.000 7 0.000 -0.022 0.000 RISA -2D (R) Version 3.03 Caruso Turley Scott Inc. Job Page g. ''>t3 Date 8' high X 4' wide Node Number Global X Global Y Moment 7 0.011 0.000 0.000 8 0.034 0.000 0.000 Caruso Turley Scott Inc. 8' high X 4' wide Nodal Loads, BLC 6: live 3 Node Number Global X Global Y Moment (K) (K) (K -ft)---- 2 0.000 -0.033 0.000 3 0.000 -0.033 0.000 4 0.000 -0.033 0.000 5 0.000 -0.033 0.000 6 0.000 -0.033 0.000 7 0.000 -0.033 0.000 8 0.000 -0.033 0.000 10 0.000 -0.033 0.000 11 0.000 -0.033 0.000 12 0.000 -0.033 0.000 13 0.000 -0.033 0.000 14 0.000 -0.033 0.000 15 0.000 -0.033 0.000 16 0.000 -0.033 0.000 Load Combination Self Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V 1 D +.67L +.7E 2 D +top live +.7E 3 D +L 4 .6D +.67L +.7E 5 .6D +top live +.7E Dynamic Analysis Data RISA -2D (R) Version 3.03 1 1 2 1 4 .7 1 1 3 1 5 .7 1 1 6 1 1 .6 2 1 4 .7 1 .6 3 1 5 .7 Number of modes (frequencies) 3 Basic Load Case for masses None BLC mass direction of action X only Acceleration of Gravity 32.20 ft /sec * *2 Load Combination is 1 : D +.67L +.7E Nodal Displacements Job Page q , ) Date Node Global X Global Y Rotation (in) (in) (rad) 1 0.00000 - 0.00000 - 0.00119 2 0.00607 - 0.00001 - 0.00066 3 0.07000 - 0.00019 - 0.00679 4 0.17854 - 0.00027 - 0.00668 5 0.24180 - 0.00027 - 0.00086 6 0.28424 - 0.00046 - 0.00406 Caruso Turley Scott Inc. 8' high X 4' wide Node Load Combination is 1 : D +.67L +.7E Reactions Node 1 9 Totals Global X (in) 7 0.34446 8 0.37495 9 0.00000 10 0.00607 11 0.06999 12 0.17853 13 0.24178 14 0.28422 15 0.34443 16 0.37492 Global X (K) - 0.04131 - 0.04129 - 0.08260 Load Combination is 1 : D +.67L +.7E Member End Forces RISA -2D (R) Version 3.03 Nodes I -End No I J Axial Shear Moment (K) (K) (K ft) 1 1- 2 0.01 0.04 -0.00 2 2- 3 0.07 0.04 0.07 3 3- 4 0.04 0.04 0.02 4 4- 5 0.00 0.03 -0.02 5 5- 6 0.08 0.03 0.04 6 6- 7 0.04 0.02 0.01 7 7- 8 0.00 0.01 -0.02 8 9- 10 0.51 0.04 0.00 9 10- 11 0.37 0.04 0.07 10 11- 12 0.33 0.04 0.02 11 12- 13 0.30 0.03 -0.02 12 13- 14 0.14 0.03 0.04 13 14- 15 0.11 0.02 0.01 14 15- 16 0.07 0.01 -0.02 15 2- 10 0.00 -0.10 -0.09 16 3- 11 0.00 0.00 0.00 17 4- 12 0.00 0.00 0.00 18 5- 13 0.01 -0.12 -0.11 Global Y (in) - 0.00056 - 0.00057 - 0.00000 - 0.00048 - 0.00134 - 0.00213 - 0.00282 - 0.00316 - 0.00341 - 0.00357 Global Y (K) 0.01244 0.50556 0.51800 J -End Axial Shear (K) (K) - 0.01 -0.04 - 0.07 -0.04 -0.04 -0.04 -0.00 -0.03 - 0.08 -0.03 -0.04 -0.02 - 0.00 -0.01 - 0.51 -0.04 -0.37 -0.04 -0.33 -0.04 - 0.30 -0.03 - 0.14 -0.03 -0.11 -0.02 -0.07 -0.01 -0.00 0.10 - 0.00 0.00 -0.00 0.00 - 0.01 0.12 Job Page '0.4 Date Rotation (rad) - 0.00343 - 0.00034 - 0.00119 - 0.00066 - 0.00679 - 0.00668 - 0.00086 - 0.00406 - 0.00343 - 0.00034 Moment (K- ft) 0.00000 0.00000 0.00000 Moment (K -ft) -- 0.02 - 0.02 0.02 0.07 - 0.01 0.02 0.03 0.02 - 0.02 0.02 0.07 - 0.01 0.02 0.03 -0.09 0.00 0.00 - 0.11 Caruso Turley Scott Inc. 8' high X 4' wide Nodes No I J 19 20 21 6- 14 7- 15 8- 16 I -End Axial Shear (K) (K) 0.01 0.00 0.01 0.00 0.01 -0.03 Nodes No I J Maximum 0 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 9- 10 9 10- 11 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 2- 10 16 3- 11 17 4- 12 18 5- 13 19 6- 14 20 7- 15 21 8- 16 RISA -2D (R) Version Load Combination is 1 : D +.67L +.7E AISC Code Checks Moment (K ft) 0.00 0.00 -0.03 3.03 Axial (K) -0.01 - 0.01 - 0.01 Member Quarter Points 1/4 1/2 3/4 - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated Not Calculated J -End Shear (K) 0.00 0.00 0.03 Job Page 4°A% Date Moment (K -ft) -- 0.00 0.00 -0.03 L Shear Caruso Turley Scott Inc. high X 4' wide Load Combination is 2 : D +top live +.7E Nodal Displacements Node Node 1 9 Totals Global X (in) 1 0.00000 2 0.00364 3 0.04235 4 0.10866 5 0.14798 6 0.17875 7 0.22523 8 0.25031 9 0.00000 10 0.00364 11 0.04235 12 0.10866 13 0.14797 14 0.17874 15 0.22522 16 0.25028 RISA -2D (R) Version 3.03 Load Combination is 2 : D +top live +.7E Reactions Global X (K) - 0.02450 - 0.02450 - 0.04900 Load Combination is 2 : D +top live +.7E Member End Forces Nodes I -End No I J Axial Shear Moment (K) (K) (K ft) 1 1- 2 -0.03 0.02 0.00 2 2- 3 0.02 0.02 0.04 3 3- 4 0.00 0.02 0.01 4 4- 5 -0.01 0.02 -0.01 5 5- 6 0.05 0.02 0.03 6 6- 7 0.03 0.02 0.01 7 7- 8 0.02 0.01 -0.01 8 9- 10 0.30 0.02 -0.00 9 10- 11 0.23 0.02 0.04 10 11- 12 0.21 0.02 0.01 Global Y (in) 0.00000 0.00002 - 0.00002 - 0.00003 - 0.00000 - 0.00012 - 0.00020 - 0.00025 - 0.00000 - 0.00028 - 0.00082 - 0.00132 - 0.00178 - 0.00203 - 0.00224 - 0.00242 Global Y (K) - 0.02555 0.30155 0.27600 J -End Axial Shear (K) (K) 0.03 -0.02 - 0.02 -0.02 - 0.00 -0.02 0.01 -0.02 -0.05 -0.02 -0.03 -0.02 -0.02 -0.01 - 0.30 -0.02 -0.23 -0.02 - 0.21 -0.02 Job Page 4'4/6 Date Rotation (rad) - 0.00071 - 0.00040 - 0.00412 - 0.00411 - 0.00057 - 0.00303 - 0.00275 - 0.00028 - 0.00071 - 0.00040 - 0.00412 - 0.00411 - 0.00057 - 0.00303 - 0.00275 - 0.00028 Moment (K ft) 0.00000 0.00000 0.00000 Moment (K -ft) -- 0.01 -0.01 0.01 0.04 - 0.01 0.01 0.03 0.01 - 0.01 0.01 Caruso Turley Scott Inc. 8' high X 4' wide Nodes No I J :L1 12- 13 12 13- 14 13 14- 15 14 15- 16 15 2- 10 16 3- 11 17 4- 12 18 5- 13 19 6- 14 20 7- 15 21 8- 16 Nodes No I J Maximum 0 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 9- 10 9 10- 11 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16 17 18 19 20 21 2- 10 3- 11 4- 12 5- 13 6- 14 7- 15 8- 16 I -End Axial Shear (K) (K) 0.20 0.02 0.11 0.02 0.09 0.02 0.08 0.01 0.00 -0.06 0.00 0.00 0.00 0.00 0.00 -0.08 0.00 0.00 0.00 0.00 0.01 -0.03 RISA -2D (R) Version 3.03 Moment (K ft) - 0.01 0.03 0.01 -0.01 - 0.06 0.00 0.00 - 0.07 0.00 0.00 - 0.03 Load Combination is 2 : D +top live +.7E AISC Code Checks Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Axial Shear (K) (K) -0.20 -0.02 -0.11 -0.02 - 0.09 -0.02 - 0.08 -0.01 -0.00 0.06 -0.00 0.00 - 0.00 0.00 - 0.00 0.08 - 0.00 0.00 - 0.00 0.00 - 0.01 0.03 Job Page V Date L Moment (K -ft) -- 0.04 -0.01 0.01 0.03 - 0.06 0.00 0.00 -0.07 0.00 0.00 - 0.03 Shear 8 9- 10 0.34 0.00 0.00 -0.34 -0.00 9 10- 11 0.29 0.00 0.00 -0.29 -0.00 0 11- 12 0.24 0.00 -0.00 -0.24 -0.00 Job Page ,•'.W Date Rotation (rad) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Moment (K ft) 0.00000 0.00000 0.00000 Moment (K -ft) -- 0.00 0.00 0.00 0.00 -0.00 0.00 -0.00 0.00 0.00 0.00 Caruso Turley Scott Inc. 8' high X 4' wide Nodes No I J 11 12 13 14 15 16 17 18 19 20 21 12- 13- 14- 15- 2- 4- 5- 6- 7- 8- Load Combination is 3 : D +L AISC Code Checks 1- 3- 4- 6- 7- 9- 10- 11- 12- 13- 14- 15- 3- 4- 5- 7- 8- 13 14 15 16 10 11 12 13 14 15 16 Nodes No I J Maximum 0 2 3 4 5 6 7 8 10 11 12 13 14 15 16 10 11 12 13 14 15 16 I -End Axial Shear (K) (K) 0.19 -0.00 0.14 -0.00 0.10 -0.00 0.05 0.00 0.00 -0.00 -0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 RISA -2D (R) Version Moment (K ft) - 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Member Quarter Points 1/4 1/2 3/4 Not Not Not Not Not Not Not Not Not Not Not Not Not Not Not Not Not Not Not Not Not 3.03 Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated J -End Axial Shear (K) (K) - 0.19 0.00 -0.14 0.00 -0.10 0.00 - 0.05 -0.00 -0.00 0.00 0.00 0.00 -0.00 0.00 0.00 -0.00 -0.00 0.00 0.00 0.00 - 0.00 -0.00 Job Page q , `&r Date L Moment (K -ft) -- 0.00 - 0.00 - 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Shear Caruso Turley Scott Inc. 8' high X 4' wide RISA -2D (R) Version 3.03 Load Combination is 4 : .6D +.67L +.7E Nodal Displacements Job Pa vos Date Node Global X Global Y Rotation (in) (in) (rad) 1 0.00000 0.00000 - 0.00119 2 0.00607 0.00003 - 0.00066 3 0.07000 - 0.00006 - 0.00679 4 0.17854 - 0.00008 - 0.00668 5 0.24180 - 0.00002 - 0.00086 6 0.28424 - 0.00017 - 0.00406 7 0.34446 - 0.00023 - 0.00343 8 0.37495 - 0.00023 - 0.00034 9 0.00000 - 0.00000 - 0.00119 10 0.00607 - 0.00044 - 0.00066 11 0.06999 - 0.00122 - 0.00679 12 0.17853 - 0.00193 - 0.00668 13 0.24178 - 0.00257 - 0.00086 14 0.28422 - 0.00287 - 0.00406 15 0.34443 - 0.00309 - 0.00343 16 0.37492 - 0.00324 - 0.00034 Load Combination is 4 : .6D +.67L +.7E Reactions Node Global X Global Y Moment (K) (K) (K ft) 1 - 0.04131 - 0.02956 0.00000 9 - 0.04129 0.46356 0.00000 Totals - 0.08260 0.43400 0.00000 Load Combination is 4 : .6D +.67L +.7E Member End Forces Nodes =___= I -End J -End No I J Axial Shear Moment Axial Shear Moment (K) (K) (K ft) (K) (K) (K-ft)-- 1 1- 2 -0.03 0.04 -0.00 0.03 -0.04 0.02 2 2- 3 0.04 0.04 0.07 -0.04 -0.04 -0.02 3 3- 4 0.01 0.04 0.02 -0.01 -0.04 0.02 4 4- 5 -0.02 0.03 -0.02 0.02 -0.03 0.07 5 5- 6 0.06 0.03 0.04 -0.06 -0.03 -0.01 6 6- 7 0.03 0.02 0.01 -0.03 -0.02 0.02 7 7- 8 -0.00 0.01 -0.02 0.00 -0.01 0.03 8 9- 10 0.46 0.04 -0.00 -0.46 -0.04 0.02 9 10- 11 0.33 0.04 0.07 -0.33 -0.04 -0.02 10 11- 12 0.30 0.04 0.02 -0.30 -0.04 0.02 Caruso Turley Scott Inc. 8' high X 4' wide Nodes No I J 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 2- 10 16 3- 11 17 4- 12 18 5- 13 19 6- 14 20 7- 15 21 8- 16 Load Combination is 4 : .6D +.67L +.7E AISC Code Checks Nodes No I J Maximum 0 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 9- 10 9 10- 11 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16 17 18 19 20 21 2- 10 3- 11 4- 12 5- 13 6- 14 7- 15 8- 16 I -End Axial Shear (K) (K) 0.27 0.03 0.13 0.03 0.09 0.02 0.06 0.01 0.00 -0.10 0.00 0.00 0.00 0.00 0.01 -0.12 0.01 0.00 0.01 0.00 0.01 -0.03 RISA -2D (R) Version 3.03 Moment (K ft) -0.02 0.04 0.01 - 0.02 -0.09 0.00 0.00 -0.11 0.00 0.00 - 0.03 Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - Job Page 8''41 Date == J -End Axial Shear Moment (K) (K) (K-ft)-- -0.27 -0.03 0.07 -0.13 -0.03 -0.01 -0.09 -0.02 0.02 - 0.06 -0.01 0.03 - 0.00 0.10 -0.09 -0.00 0.00 0.00 - 0.00 0.00 0.00 -0.01 0.12 -0.11 - 0.01 0.00 0.00 - 0.01 0.00 0.00 -0.01 0.03 -0.03 L Shear Caruso Turley Scott Inc. 8' high X 4' wide Load Combination is 5 : .6D +top live +.7E Nodal Displacements Node Node 1 9 Totals Global X (in) 1 0.00000 2 0.00364 3 0.04235 4 0.10866 5 0.14798 6 0.17875 7 0.22523 8 0.25031 9 0.00000 10 0.00364 11 0.04235 12 0.10866 13 0.14797 14 0.17874 15 0.22522 16 0.25028 RISA -2D (R) Version 3.03 Load Combination is 5 : .6D +top live +.7E Reactions Global X (K) - 0.02450 - 0.02450 - 0.04900 Load Combination is 5 : .6D +top live +.7E Member End Forces Nodes I -End No I J Axial Shear Moment (K) (K) (K -ft) 1 1- 2 -0.07 0.02 0.00 2 2- 3 -0.02 0.02 0.04 3 3- 4 -0.03 0.02 0.01 4 4- 5 -0.04 0.02 -0.01 5 5- 6 0.03 0.02 0.03 6 6- 7 0.02 0.02 0.01 7 7- 8 0.01 0.01 -0.01 8 9- 10 0.26 0.02 -0.00 9 10- 11 0.19 0.02 0.04 10 11- 12 0.18 0.02 0.01 Global Y (in) 0.00000 0.00006 0.00010 0.00017 0.00025 0.00017 0.00012 0.00009 - 0.00000 - 0.00024 - 0.00069 - 0.00112 - 0.00153 - 0.00174 - 0.00192 - 0.00209 Global Y (K) - 0.06755 0.25955 0.19200 J -End Axial Shear (K) (K) 0.07 -0.02 0.02 -0.02 0.03 -0.02 0.04 -0.02 - 0.03 -0.02 - 0.02 -0.02 -0.01 -0.01 -0.26 -0.02 - 0.19 -0.02 -0.18 -0.02 Job Page g.A Date Rotation (rad) - 0.00071 - 0.00040 - 0.00412 - 0.00411 - 0.00057 - 0.00303 - 0.00275 - 0.00028 - 0.00071 - 0.00040 -0.00412 - 0.00411 - 0.00057 - 0.00303 - 0.00275 - 0.00028 Moment (K ft) 0.00000 0.00000 0.00000 Moment (K -ft) -- 0.01 - 0.01 0.01 0.04 -0.01 0.01 0.03 0.01 - 0.01 0.01 Caruso Turley Scott Inc. 8' high X 4' wide Nodes No I J 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 2- 10 16 3- 11 17 4- 12 18 5- 13 19 6- 14 20 7- 15 21 8- 16 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 9- 10 9 10- 11 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16 17 18 19 20 21 2- 10 3- 11 4- 12 5- 13 6- 14 7- 15 8- 16 I -End Axial Shear (K) (K) 0.17 0.02 0.09 0.02 0.08 0.02 0.07 0.01 0.00 -0.06 0.00 0.00 0.00 0.00 0.00 -0.08 0.00 0.00 0.00 0.00 0.01 -0.03 Moment (K -ft) - 0.01 0.03 0.01 - 0.01 - 0.06 0.00 0.00 - 0.07 0.00 0.00 -0.03 Nodes No I J Maximum 0 RISA -2D (R) Version 3.03 ' Load Combination is 5 : .6D +top live +.7E AISC Code Checks Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Axial Shear (K) (K) - 0.17 -0.02 -0.09 -0.02 - 0.08 -0.02 - 0.07 -0.01 - 0.00 0.06 -0.00 0.00 - 0.00 0.00 - 0.00 0.08 - 0.00 0.00 -0.00 0.00 -0.01 0.03 Job Page i M i Date L Moment (K-ft)-- 0.04 -0.01 0.01 0.03 -0.06 0.00 0.00 -0.07 0.00 0.00 -0.03 Shear RISA -2D (R) Version 3.03 Caruso Turley Scott Inc. Job Page e , ) Date ' 8' high X 4' wide long direction Units Option : US Standard ' AISC Code Checks : 9th Edition ASD Shear Deformation: No P -Delta Effects : No Redesign : No Caruso Turley Scott Inc. 8' high X 4' wide long direction I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length (in) - - -- (in) (ft) 1 1 - 2 column 0.50 2 2 - 3 column 1.25 3 3 - 4 column 1.25 4 4 - 5 column 1.25 5 5 - 6 column 1.25 6 6 - 7 column 1.25 7 7 - 8 column 1.25 8 9 - 10 column 0.50 9 10 - 11 column 1.25 10 11 - 12 column 1.25 11 12 - 13 column 1.25 12 13 - 14 column 1.25 13 14 - 15 column 1.25 14 15 - 16 column 1.25 15 2 - 10 beam 4.00 16 3 - 11 beam 1 1 4.00 17 4 - 12 beam 1 1 4.00 18 5 - 13 beam 4.00 19 6 - 14 beam 1 1 4.00 20 7 - 15 beam 1 1 4.00 21 8 - 16 beam 4.00 I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb -in Lb -out Lc In Out Cm Cb (ft) (ft) (ft) 1 1 - 2 2 2 - 3 3 3 - 4 4 4 - 5 5 5 - 6 6 6 - 7 7 7 - 8 8 9 - 10 9 10 - 11 10 11 - 12 11 12 - 13 12 13 - 14 13 14 - 15 14 15 - 16 15 2 - 10 16 3 - 11 17 4 - 12 18 5 - 13 19 6 - 14 RISA -2D (R) Version 3.03 Job Page , $ t Date Caruso Turley Scott Inc. 8' high X 4' wide long direction I J No Node Node 20 7 - 15 21 8 - 16 BLC No. 1 dead 2 live 1 3 live 2 4 seismic 1 5 seismic 2 6 live 3 Member Distributed Loads,BLC 1: dead Memb I J No Node Node Dir 15 2 - 10 Y 16 3 - 11 Y 17 4 - 12 Y 18 5 - 13 Y 19 6 - 14 Y 20 7 - 15 Y 21 8 - 16 Y Memb I J No Node Node Dir 15 2 - 10 Y 16 3 - 11 Y 17 4 - 12 Y 18 5 - 13 Y 19 6 - 14 Y 20 7 - 15 Y 21 8 - 16 Y RISA -2D (R) Version 3.03 Unbraced Lengths Lb -in Lb -out Lc (ft) (ft) (ft) Basic Load Case Description Start Magnitude (K /ft, F) - 0.010 -0.010 - 0.010 - 0.010 - 0.010 - 0.010 - 0.010 Member Distributed Loads,BLC 2: live 1 Start Magnitude (K/ft,F) -0.010 - 0.010 -0.010 - 0.010 -0.010 -0.010 - 0.010 Member Distributed Loads,BLC 3: live 2 End Magnitude (K /ft, F) - 0.010 - 0.010 -0.010 -0.010 - 0.010 - 0.010 - 0.010 End Magnitude (K /ft, F) -0.010 -0.010 - 0.010 -0.010 - 0.010 - 0.010 - 0.010 K Factors In Out Load Totals Nodal Point Dist. 7 7 Start Location (ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Start Location (ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Job Page Date Bending Coefs Cm Cb 7 7 1 7 End Location (ft) - - -- 4.000 4.000 4.000 4.000 4.000 4.000 4.000 End Location (ft)---- 4.000 4.000 4.000 4.000 4.000 4.000 4.000 Caruso Turley Scott Inc. 8' high X 4' wide long direction Memb I J Start No Node Node Dir Magnitude (K /ft, F) 21 8 - 16 Y -0.015 Nodal Loads, BLC 4: seismic 1 Node Number 2 3 4 5 6 7 8 Nodal Loads, BLC 5: seismic 2 Node Number 2 3 4 5 6 7 8 Memb I J No Node Node Dir 15 2 - 10 Y 16 3 - 11 Y 17 4 - 12 Y 18 5 - 13 Y 19 6 - 14 Y 20 7 - 15 Y 21 8 - 16 Y RISA -2D (R) Version 3.03 Global X (K) 0.002 0.007 0.012 0.017 0.022 0.027 0.032 Global X (K) 0.001 0.003 0.005 0.007 0.009 0.011 0.034 Member Distributed Loads,BLC 6: live 3 Start Magnitude (K /ft, F) - 0.015 - 0.015 -0.015 - 0.015 - 0.015 - 0.015 -0.015 End Magnitude (K /ft, F) - 0.015 End Magnitude (K /ft, F) - 0.015 -0.015 - 0.015 - 0.015 - 0.015 - 0.015 -0.015 Global Y (K) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Global Y (K) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Start Location (ft) 0.000 Start Location (ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Job Page GI 'T Date End Location (ft) - - -- 4.000 Moment (K- ft) - - -- 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Moment (K -ft) - - -- 0.000 0.000 0.000 0.000 0.000 0.000 0.000 End Location (ft)---- 4.000 4.000 4.000 4.000 4.000 4.000 4.000 Caruso Turley Scott Inc. 8' high X 4' wide long direction Load Combination Self Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V 1 D +.67L +.7E 2 D +top live +.7E 3 D +L 4 .6D +.67L +.7E 5 .6D +top live +.7E Dynamic Analysis Data RISA -2D (R) Version 3.03 1 1 2 1 4 .7 1 1 3 1 5 .7 1 1 6 1 1 .6 2 1 4 .7 1 .6 3 1 5 .7 Number of modes (frequencies) 3 Basic Load Case for masses None BLC mass direction of action X only Acceleration of Gravity 32.20 ft /sec * *2 Load Combination is 1 : D +.67L +.7E Nodal Displacements Job Page 3 . SA Date Node Global X Global Y Rotation (in) (in) (rad) 1 0.00000 - 0.00000 - 0.00178 2 0.01036 - 0.00015 - 0.00161 3 0.08533 - 0.00055 - 0.00751 4 0.20544 - 0.00085 - 0.00738 5 0.28010 - 0.00106 - 0.00193 6 0.33261 - 0.00130 - 0.00460 7 0.40033 - 0.00145 - 0.00372 8 0.43526 - 0.00150 - 0.00103 9 0.00000 - 0.00000 - 0.00200 10 0.01024 - 0.00038 - 0.00112 11 0.08525 - 0.00111 - 0.00760 12 0.20550 - 0.00175 - 0.00753 13 0.28007 - 0.00229 - 0.00125 14 0.33247 - 0.00261 - 0.00471 15 0.40039 - 0.00284 - 0.00396 16 0.43511 - 0.00297 0.00002 Load Combination is 1 : D +.67L +.7E Reactions Node Global X Global Y Moment (K) (K) (K -ft) 1 - 0.01385 0.16087 0.00000 9 - 0.06945 0.39913 0.00000 Totals - 0.08330 0.56000 0.00000 Caruso Turley Scott Inc. 8' high X 4' wide long direction Nodes No I J 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 9- 10 9 10- 11 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 2- 10 16 3- 11 17 4- 12 18 5- 13 19 6- 14 20 7- 15 21 8- 16 Nodes No I J Maximum 0 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 9- 10 9 10- 11 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 2- 10 Axial (K) 0.16 0.17 0.13 0.09 0.10 0.06 0.02 0.40 0.31 0.27 0.23 0.14 0.10 0.06 0.02 0.01 -0.01 0.01 0.02 -0.01 0.03 RISA -2D (R) Version 3.03 Load Combination is 1 : D +.67L +.7E Member End Forces I -End Shear (K) 0.01 0.03 0.04 0.02 0.02 0.03 - 0.00 0.07 0.05 0.03 0.04 0.04 0.01 0.03 -0.01 0.04 0.04 - 0.01 0.04 0.04 0.02 Load Combination is 1 : D +.67L +.7E AISC Code Checks Moment (K- ft) - 0.00 0.07 0.03 - 0.03 0.03 0.01 - 0.02 0.00 0.08 0.02 - 0.02 0.05 0.00 - 0.02 - 0.07 0.00 0.00 - 0.09 0.00 0.00 - 0.02 Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Axial Shear (K) (K) - 0.16 -0.01 - 0.17 -0.03 - 0.13 -0.04 - 0.09 -0.02 - 0.10 -0.02 - 0.06 -0.03 - 0.02 0.00 - 0.40 -0.07 - 0.31 -0.05 -0.27 -0.03 - 0.23 -0.04 - 0.14 -0.04 -0.10 -0.01 - 0.06 -0.03 - 0.02 0.09 -0.01 0.04 0.01 0.04 -0.01 0.09 -0.02 0.04 0.01 0.04 -0.03 0.06 Job Page 4 ,5-1- Date Moment (K -ft) -- 0.01 - 0.03 0.03 0.06 -0.01 0.02 0.02 0.03 -0.02 0.02 0.08 - 0.00 0.02 0.05 - 0.12 0.00 0.00 - 0.13 0.00 0.00 -0.05 L Shear Caruso Turley Scott Inc. 8' high X 4' wide long direction Nodes No I J Maximum 0 16 3- 11 17 4- 12 18 5- 13 19 6- 14 20 7- 15 21 8- 16 RISA -2D (R) Version 3.03 Job Page a P C% Date Member Quarter Points 1/4 1/2 3/4 L Shear - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - Caruso Turley Scott Inc. 8' high X 4' wide long direction Load Combination is 2 : D +top live +.7E Nodal Displacements Node Load Combination is 2 : D +top live +.7E Reactions Node 1 9 Totals Global X (in) 1 0.00000 2 0.00616 3 0.05121 4 0.12409 5 0.17029 6 0.20728 7 0.25821 8 0.28634 9 0.00000 10 0.00610 11 0.05117 12 0.12412 13 0.17028 14 0.20719 15 0.25833 16 0.28617 Global X (K) - 0.01060 - 0.03840 - 0.04900 RISA -2D (R) Version 3.03 Load Combination is 2 : D +top live +.7E Member End Forces Nodes I -End No I J Axial Shear Moment (K) (K) . (K ft) 1 1- 2 0.09 0.01 0.00 2 2- 3 0.10 0.02 0.04 3 3- 4 0.08 0.03 0.02 4 4- 5 0.06 0.02 -0.02 5 5- 6 0.08 0.01 0.03 6 6- 7 0.06 0.02 0.01 7 7- 8 0.04 -0.01 -0.02 8 9- 10 0.25 0.04 -0.00 9 10- 11 0.20 0.03 0.05 10 11- 12 0.18 0.02 0.01 Global Y (in) - 0.00000 - 0.00009 - 0.00032 - 0.00051 - 0.00065 - 0.00083 - 0.00096 - 0.00105 - 0.00000 - 0.00023 - 0.00070 - 0.00113 - 0.00150 - 0.00174 - 0.00194 - 0.00209 Global Y (K) 0.09191 0.24809 0.34000 J -End Axial Shear (K) (K) - 0.09 -0.01 - 0.10 -0.02 - 0.08 -0.03 -0.06 -0.02 - 0.08 -0.01 - 0.06 -0.02 -0.04 0.01 -0.25 -0.04 - 0.20 -0.03 - 0.18 -0.02 Job Page q. S 7 Date Rotation (rad) - 0.00107 - 0.00094 - 0.00453 - 0.00452 - 0.00120 - 0.00339 - 0.00284 - 0.00108 - 0.00118 - 0.00069 - 0.00458 - 0.00459 - 0.00087 - 0.00339 - 0.00316 0.00024 Moment (K -ft) 0.00000 0.00000 0.00000 Moment (K -ft) -- 0.01 -0.02 0.02 0.04 -0.01 0.02 0.01 0.02 -0.01 0.01 Caruso Turley Scott Inc. 8' high X 4' wide long direction Nodes No I J 11 12- 13 :L2 13- 14 13 14- 15 14 15- 16 15 2- 10 16 3- 11 17 4- 12 18 5- 13 19 6- 14 20 7- 15 21 8- 16 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 9- 10 9 10- 11 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 2- 10 16 3- 11 17 4- 12 18 5- 13 19 6- 14 20 7- 15 21 8- 16 I -End Axial Shear (K) (K) 0.16 0.03 0.10 0.02 0.08 0.01 0.06 0.03 0.01 -0.01 0.01 0.02 - 0.01 0.02 0.00 -0.02 0.01 0.02 - 0.02 0.02 0.03 0.04 RISA -2D (R) Version 3.03 Moment (K- ft) -0.01 0.04 0.00 - 0.01 - 0.05 0.00 0.00 - 0.06 0.00 0.00 -0.01 Load Combination is 2 : D +top live +.7E AISC Code Checks Nodes No I J Maximum 0 Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Axial Shear (K) (K) - 0.16 -0.03 -0.10 -0.02 -0.08 -0.01 - 0.06 -0.03 -0.01 0.05 - 0.01 0.02 0.01 0.02 - 0.00 0.06 - 0.01 0.02 0.02 0.02 - 0.03 0.06 Job Page 13 Date L Moment (K -ft) -- 0.05 - 0.00 0.01 0.05 - 0.07 0.00 0.00 - 0.08 0.00 0.00 -0.05 Shear Caruso Turley Scott Inc. 8' high X 4' wide long direction Load Combination is 3 : D +L Nodal Displacements Node 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Global X (in) - 0.00000 0.00007 0.00004 - 0.00005 - 0.00000 0.00006 - 0.00008 0.00005 0.00000 - 0.00007 - 0.00004 0.00005 0.00000 - 0.00006 0.00008 - 0.00005 Load Combination is 3 : D +L Reactions Node 1 9 Totals Global X (K) 0.03476 - 0.03476 0.00000 Load Combination is 3 : D +L Member End Forces Nodes I -End No I J Axial Shear -- (K) (K) 1 1- 2 0.35 -0.03 2 2- 3 0.30 -0.01 3 3- 4 0.25 0.01 4 4- 5 0.20 -0.01 5 5- 6 0.15 -0.01 6 6- 7 0.10 0.01 7 7- 8 0.05 -0.02 8 9- 10 0.35 0.03 9 10- 11 0.30 0.01 10 11- 12 0.25 -0.01 RISA -2D (R) Version 3.03 Moment (K ft) 0.00 - 0.01 0.00 - 0.00 - 0.01 0.00 - 0.01 - 0.00 0.01 - 0.00 Global Y (in) - 0.00000 - 0.00033 - 0.00103 - 0.00162 - 0.00209 - 0.00245 - 0.00268 - 0.00280 - 0.00000 - 0.00033 - 0.00103 - 0.00162 - 0.00209 - 0.00245 - 0.00268 - 0.00280 Global Y (K) 0.35000 0.35000 0.70000 J -End Axial Shear (K) (K) -0.35 0.03 -0.30 0.01 - 0.25 -0.01 -0.20 0.01 -0.15 0.01 - 0.10 -0.01 -0.05 0.02 - 0.35 -0.03 -0.30 -0.01 - 0.25 0.01 Job Page I Date Rotation (rad) 0.00013 - 0.00031 0.00006 0.00009 - 0.00042 0.00007 0.00015 - 0.00066 - 0.00013 0.00031 - 0.00006 - 0.00009 0.00042 - 0.00007 - 0.00015 0.00066 Moment (K ft) 0.00000 0.00000 0.00000 Moment (K -ft) -- - 0.02 - 0.00 0.00 -0.01 -0.00 0.01 -0.02 0.02 0.00 - 0.00 Caruso Turley Scott Inc. 8' high X 4' wide long direction Nodes No I J 11 12- 13 12 13- 14 :13 14- 15 14 15- 16 15 2- 10 16 3- 11 17 4- 12 18 5- 13 19 6- 14 20 7- 15 21 8- 16 Axial (K) 0.20 0.15 0.10 0.05 0.03 0.01 - 0.02 - 0.00 0.02 - 0.03 0.02 Load Combination is 3 : D +L AISC Code Checks Nodes No I J Maximum 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 9- 10 9 10- 11 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 2- 10 3- 11 4- 12 5- 13 6- 14 7- 15 8- 16 RISA -2D (R) Version 3.03 = I -End Shear (K) 0.01 0.01 -0.01 0.02 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0 Moment (K ft) 0.00 0.01 -0.00 0.01 0.03 0.00 0.00 0.02 0.00 0.00 0.02 Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Axial Shear (K) (K) - 0.20 -0.01 - 0.15 -0.01 -0.10 0.01 -0.05 -0.02 -0.03 0.05 -0.01 0.05 0.02 0.05 0.00 0.05 - 0.02 0.05 0.03 0.05 - 0.02 0.05 Job Page /AA Date L Moment (K -ft) -- 0.01 0.00 - 0.01 0.02 -0.03 0.00 0.00 - 0.02 0.00 0.00 - 0.02 Shear Caruso Turley Scott Inc. 8' high X 4' wide long direction Load Combination is 4 : .6D +.67L +.7E Nodal Displacements Node Node 1 9 Totals Global X (in) 1 0.00000 2 0.01034 3 0.08532 4 0.20545 5 0.28010 6 0.33260 7 0.40034 8 0.43525 9 0.00000 10 0.01025 11 0.08525 12 0.20549 13 0.28007 14 0.33248 15 0.40038 16 0.43512 Load Combination is 4 : .6D +.67L +.7E Reactions Global X (K) - 0.01941 - 0.06389 - 0.08330 RISA -2D (R) Version 3.03 Load Combination is 4 : .6D +.67L +.7E Member End Forces Nodes I -End No I J Axial Shear Moment (K) (K) (K - ft) 1 1- 2 0.10 0.02 0.00 2 2- 3 0.12 0.03 0.07 3 3- 4 0.09 0.04 0.03 4 4- 5 0.06 0.03 -0.03 5 5- 6 0.08 0.02 0.03 6 6- 7 0.05 0.03 0.01 7 7- 8 0.02 -0.00 -0.02 8 9- 10 0.34 0.06 0.00 9 10- 11 0.26 0.05 0.08 10 11- 12 0.23 0.04 0.02 Global Y (in) - 0.00000 - 0.00010 - 0.00038 - 0.00059 - 0.00072 - 0.00091 - 0.00102 - 0.00106 - 0.00000 - 0.00032 - 0.00094 - 0.00149 - 0.00196 - 0.00222 - 0.00241 - 0.00252 Global Y (K) 0.10487 0.34313 0.44800 J -End Axial Shear (K) (K) - 0.10 -0.02 - 0.12 -0.03 - 0.09 -0.04 - 0.06 -0.03 - 0.08 -0.02 -0.05 -0.03 - 0.02 0.00 -0.34 -0.06 - 0.26 -0.05 - 0.23 -0.04 Job Page 9.(I Date Rotation (rad) - 0.00181 - 0.00156 - 0.00752 - 0.00740 - 0.00186 - 0.00461 - 0.00375 - 0.00093 - 0.00198 - 0.00117 - 0.00759 - 0.00751 - 0.00132 - 0.00470 - 0.00393 - 0.00009 Moment (K ft) 0.00000 0.00000 0.00000 Moment (K -ft) -- 0.01 - 0.03 0.03 0.06 - 0.01 0.02 0.02 0.03 -0.02 0.02 Caruso Turley Scott Inc. 8' high X 4' wide long direction Nodes No I J 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 2- 10 16 3- 11 17 4- 12 18 5- 13 19 6- 14 20 7- 15 21 8- 16 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 9- 10 9 10- 11 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 2- 10 16 3- 11 17 4- 12 18 5- 13 19 6- 14 20 7- 15 21 8- 16 Axial (K) 0.20 0.11 0.08 0.05 0.02 0.01 -0.01 0.01 0.02 -0.01 0.02 RISA -2D (R) Version 3.03 I -End Shear (K) 0.04 0.04 0.02 0.02 - 0.02 0.03 0.03 - 0.02 0.03 0.03 0.02 Moment (K -ft) - 0.02 0.05 0.00 -0.02 -0.08 0.00 0.00 -0.09 0.00 0.00 - 0.02 Load Combination is 4 : .6D +.67L +.7E AISC Code Checks Nodes No I J Maximum 0 Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Axial Shear (K) (K) - 0.20 -0.04 -0.11 -0.04 - 0.08 -0.02 -0.05 -0.02 - 0.02 0.08 - 0.01 0.03 0.01 0.03 -0.01 0.09 - 0.02 0.03 0.01 0.03 -0.02 0.05 Job Page 9 -4 Date L Moment (K -ft)-- 0.08 - 0.00 0.02 0.04 -0.11 0.00 0.00 - 0.12 0.00 0.00 - 0.04 Shear Caruso Turley Scott Inc. 8' high X 4' wide long direction Nodes No I J 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 2- 10 16 3- 11 17 4- 12 18 5- 13 19 6- 14 20 7- 15 21 8- 16 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 9- 10 9 10- 11 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 2- 10 16 3- 11 17 4- 12 18 5- 13 19 6- 14 20 7- 15 21 8- 16 Axial (K) 0.13 0.08 0.07 0.06 0.01 0.00 -0.00 0.00 0.01 -0.02 0.03 Nodes No I J Maximum 0 RISA -2D (R) Version 3.03 I -End Shear (K) 0.02 0.02 0.01 0.03 - 0.02 0.01 0.01 - 0.02 0.01 0.01 0.03 Moment (K ft) -0.01 0.03 0.01 - 0.01 -0.05 0.00 0.00 - 0.07 0.00 0.00 -0.01 Load Combination is 5 : .6D +top live +.7E AISC Code Checks Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Axial Shear (K) (K) - 0.13 -0.02 -0.08 -0.02 -0.07 -0.01 -0.06 -0.03 - 0.01 0.04 -0.00 0.01 0.00 0.01 -0.00 0.05 -0.01 0.01 0.02 0.01 - 0.03 0.06 Job Page 3.U Date Moment (K -ft) -- 0.04 - 0.01 0.01 0.04 - 0.06 0.00 0.00 - 0.08 0.00 0.00 - 0.04 L Shear Caruso Turley Scott Inc. 8' high X 4' wide long direction Load Combination is 5 : .6D +top live +.7E Nodal Displacements Node Node 1 9 Totals Global X (in) 1 0.00000 2 0.00615 3 0.05120 4 0.12410 5 0.17029 6 0.20727 7 0.25822 8 0.28633 9 0.00000 10 0.00611 11 0.05118 12 0.12411 13 0.17028 14 0.20720 15 0.25831 16 0.28617 Load Combination is 5 : .6D +top live +.7E Reactions Global X (K) - 0.01616 - 0.03284 - 0.04900 Load Combination is 5 : .6D +top live +.7E Member End Forces Nodes I -End No I J Axial Shear (K) (K) 1 1- 2 0.04 0.02 2 2- 3 0.05 0.02 3 3- 4 0.04 0.02 4 4- 5 0.03 0.02 5 5- 6 0.05 0.02 6 6- 7 0.04 0.02 7 7- 8 0.03 -0.00 8 9- 10 0.19 0.03 9 10- 11 0.15 0.03 10 11- 12 0.14 0.02 RISA -2D (R) Version 3.03 Moment (K -ft) - 0.00 0.04 0.02 -0.02 0.03 0.01 - 0.02 0.00 0.05 0.01 Global Y (in) - 0.00000 - 0.00003 - 0.00016 - 0.00025 - 0.00032 - 0.00044 - 0.00054 - 0.00060 - 0.00000 - 0.00018 - 0.00054 - 0.00087 - 0.00117 - 0.00135 - 0.00151 - 0.00164 Global Y (K) 0.03591 0.19209 0.22800 J -End Axial Shear (K) (K) - 0.04 -0.02 -0.05 -0.02 -0.04 -0.02 -0.03 -0.02 - 0.05 -0.02 - 0.04 -0.02 - 0.03 0.00 -0.19 -0.03 -0.15 -0.03 - 0.14 -0.02 Job Page a.61 Date Rotation (rad) - 0.00109 - 0.00089 - 0.00454 - 0.00454 - 0.00113 - 0.00340 - 0.00286 - 0.00098 - 0.00116 - 0.00074 - 0.00457 - 0.00458 - 0.00094 - 0.00338 - 0.00314 0.00014 Moment (K ft) 0.00000 0.00000 0.00000 =_ Moment (K -ft)-- 0.01 -0.02 0.02 0.04 -0.01 0.02 0.01 0.02 -0.01 0.01 CARUSO TURLEY SCOTT INC. consulting structural engineers Rio Salado Executive Center 130 South Priest Drive Tempe, Arizona 85281 T: 480 -774-1700 F: 480-774-1701 ColVv-117v .5 1 eviesx ►'`'� = 7 0) ' ' # v_ , o1 Job Name Job No. C) ' ' 4.4 6 B 1 �? CARUSO TURLEY SCOTT INC. consulting structural engineers C V ►evIT A, /-r S T3Sos.► - v-1 S �= G.oc.v A 9 21 q `i , r - ) 9 Rio Salado Executive Center 130 South Priest Drive Tempe. Arizona 85281 T: 480 - 774.1700 F: 480-774-1701 F'Y = •So ks ,° 1. o Yq,.�'' ?` . t) Zo 6 � d/. Z, 19 Y /)/k = r,z,/cr, t t Z0 ^ 1 0,1 (..r,,W ,i ,(..)0titw1C2..)) —Tr • , 7 Job Name Job No. 0e- �fo Sheet No. g By 11 Date (-QPte, /W 6A (. o°7 5') 1/4 L 0. ycSL)(0)75)(1.5) t`'= , (l. S) , U Z B(* � P /'GA X: Zet T ,. _ u ,01% S • 2 , 1 5 q C. + , 3M ( U,S ` 1' , OZ$(' sW ZC 4 V 2�5+ , OZ -r 1 UZ''i6 7: flU1 CARUSO TURLEY SCOTT, INC. 130 S. Priest Drive Tempe, AZ 85281 f Rev: 580002 User: KW -0600624, Ver 5.8.0, 1- Dec -2003 , (01983 -2003 ENERCALC Eng;neenng Software Description LJ I General Information Type... #1 Rectangular Height 0.0750 in Width #2 Rectangular Height 2.6750 in Width Summary Total Area X cg Dist. Y cg Dist. 0.2850 in2 0.1554 in 0.9679 in Title : Dsgnr: Description : Scope : Built -Up Section Properties 1.1250 in 0.0750 in X cg -0.5250 in 0.0000 in box 0.232 in4 r xx lyy 0.025 in4 r yy Edge Distances from CG... +X 0.1929 in S left -X - 0.9321 in S right +Y 1.0054 in S top -Y - 1.7446 in S bottom Job # Date: 11:18AM, 30 MAY O8 Ycg 0.0000 in - 1.3750 in 0.9022 in 0.2983 in 0.0272 in3 0.1315 in3 0.2307 in3 0.1330 in3 Page 1 CARUSO TURLEY SCOTT, INC. 130 S. Priest Drive Tempe, AZ 85281 Rev' 580002 User: KW -0600624 Ver 5 8 0, 1- Dec -2003 ic)1983 -2003 ENEF((,ALl, Engineering Software Description column General Information Type... #1 Rectangular Height 0.0750 in Width #2 Rectangular Height 1.4250 in Width Summary Total Area X cg Dist. Y cg Dist. 0.2194 in2 0.3654 in 0.3654 in Scope : Built-Up Section Properties Title : Job # Dsgnr: Date: 11:32AM, 30 MAY 08 Description : 1.5000 in 0.0750 in Xcg -0.7125 in 0.0000 in box 0.049 in4 r pox IYY 0.049 in4 r yy Edge Distances from CG... +X 0.4029 in S left -X - 1.0971 in S right +Y 0.4029 in S top -Y - 1.0971 in S bottom Y cg 0.0000 in -0.7500 in 0.4725 in 0.4725 in 0.0446 in3 0.1215 in3 0.1215 in3 0.0446 in3 Page 1 63,45 CARUSO TURLEY SCOTT INC. consulting structural engineers 13 eiosnel N,,.,., y ! 1 0 ' # J t .. '0.0 ks, 753 qi 6( SQ) m It3 k Rio Salado Executive Center 130 South Priest Drive Tempe, Arizona 85281 T: 480 - 774 -1700 F: 480 - 774 -1701 a 5/ " t w e I v a - v (0 2. 1 31-0 6 #* P 0141 1 840 ftym,vii. 1" c)N N C ,s:. told . Job Name Job No. o8•'f46 Sheet No. ,b9 By '� Date (r° ` 2 I i, s" = b u"it > j320 "0 0 1 CARUSO TURLEY SCOTT INC. consulting structural engineers Rio Salado Executive Center 130 South Priest Drive Tempe, Arizona 85281 T: 480 - 774 -1700 F: 480-774-1701 N Q_ f. z I` IS s c 7 ick 370 3/0 so 94 Pi < l 4 ( ,7: Ks; 1\-/1 _ 7$# ',oz.:: 93 lo e� 6 Lo i4 ,01 Job Name Job No. 0 j' rd(, (, Sheet No. ki By Date (:. ,") ` te ZZ. 'a/ h s. ,0-7 < 1 .33 .' CARUSO TURLEY SCOTT INC. consulting structural engineers Rio Salado Executive Center 130 South Priest Drive Tempe, Arizona 85281 T: 480 - 774 -1700 F: 480-774-1701 0V(3 / N G C G; grin/ Z f .R 5 . I NGRe1$e 73y l 5 ,� 69 C..G- (I'1x7f 1Al243 t Ito 7n,43 - ?7z1 - -W 0R5T r - 4 r el GC in? Ate r/3.1 - rJ ta.3+ 7 Job Name Job No. vb By \ •I 2436 o) x '772"' 46 L) S E '1Ax 2 °.1,.4 -i,1) i L ` r6 „ I 101* \Pa lerl `d la - 7O Ctz): Sheet No. _• 7 Date 6 i L 1.03 L o 0 co 0 IIq 0 r - 8ti / 9£aSO • co 0 0 co co co M 0 X1/4 C9 e59 e:. x is .» 1 J N 0 0 J 1%! 0 2 o Fp= level CARUSO Rio Salado Executive Center TURLEY 130 South Priest Drive SCOTT Tempe, Arizona 85281 INC. T: 480.774 -1700 consulting F: 480-774-1701 structural engineers DL- ►onsF s e i s c. ; c; L+ ,t 7 ro 1> . L tw LA_ - map UNG mac.. L.- 1.S (3' toisFx 9 `105 16s LL . -= Cr r , 6'7 - 721 i1;: 'BO (bs \e 4):: It) ibs Shear Distribution: 10' high X 3' long shelf 113 lbs. wi hi wiXhi % 1 125 0.67 83.75 1.4 2 125 1.83 228.75 3.8 3 125 3 375 6.3 4 125 4.16 520 8.7 5 125 5.33 666.25 11.1 6 125 6.5 812.5 13.6 7 125 7.65 956.25 16.0 8 125 8.82 1102.5 18.4 9 125 10 1250 20.9 1.6 4.3 7.1 9.8 12.6 15.3 18.0 20.8 23.6 Fi Mi(" Ibs) 5995 100.0 113.0 794.2 Job Name Job No. O -4 By rah 1.1 7.9 21.2 40.8 66.9 99.5 137.9 183.3 235.6 N 1 6"x Sheet No. 1O.1- Date ,j,. v ?� CARUSO TURLEY SCOTT INC. consulting structural engineers Rio Salado Executive Center 130 South Priest Drive Tempe, Arizona 85281 T: 480 - 774 -1700 F: 480-774-1701 Shear Distribution: Fp= level Ll.0 1 1.0 )b - 3 7 13" -- ` �i- , I C 5 Z ) '► r - Too 10' high X 3' long shelf Job Name Job No. C A.9 ' 446 By T' 53 lbs. wi hi wiXhi % Fi Mi(" Ibs) 1 45 0.67 30.15 0.9 0.5 0.3 2 45 1.83 82.35 2.5 1.3 2.4 3 45 3 135 4.0 2.1 6.4 4 45 4.16 187.2 5.6 3.0 12.3 5 45 5.33 239.85 7.1 3.8 20.2 6 45 6.5 292.5 8.7 4.6 30.0 7 45 7.65 344.25 10.3 5.4 41.6 8 45 8.82 396.9 11.8 6.3 55.2 9 165 10 1650 49.1 26.0 260.4 3358.2 100.0 53.0 428.8 0\i 61 LL L Oi otA et. 60‘.00) 1..� S e° 6, Fa .. C.o)JAI 1 1 (?AJ Sheet No. 'O..) Date 6N4 Caruso Turley Scott Inc. i0'high X 3' wide Units Option AISC Code Checks : 9th Edition Shear Deformation: No P -Delta Effects Redesign Edge Forces A.S.I.F. No : No : No : 1.333 Material Label steel : US Standard Node No X -Coord Y -Coord (ft) (ft) 1 0.00 0.00 2 0.00 0.67 3 0.00 1.83 4 0.00 3.00 5 0.00 4.17 6 0.00 5.33 7 0.00 6.50 8 0.00 7.67 9 0.00 8.83 10 0.00 10.00 11 1.50 0.00 12 1.50 0.67 13 1.50 1.83 14 1.50 3.00 15 1.50 4.17 16 1.50 5.33 17 1.50 6.50 18 1.50 7.67 19 1.50 8.83 20 1.50 10.00 Elastic Modulus (Ksi) 29000.00 RISA -2D (R) Version 3.03 ASD Poisson's Ratio 0.30000 Boundary Conditions X -dof Y -dof Rotation (in,K/in) - - -- (in,K/in) - -- (r, K -ft /r) R R R R Thermal Coefficient (F) 0.65000 Weight Density (K /ft3) 0.490 Job Page t ®, `4 Date Temp. (F)- 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Yield Stress (Fy) (Ksi)--- - 36.000 Caruso Turley Scott Inc. 10'high X 3 1 1 - 2 2 2 - 3 3 3 - 4 4 4 - 5 5 5 - 6 6 6 - 7 wide RISA -2D (R) Version 3.03 Job Page 1 0 ' S Date Section Database Matl. Area Moment of As y/y Label Shape Set Inertia Coef (in"2) (in column steel 0.22 0.049 1.20 beam steel 0.28 0.232 1.20 I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length (in) - - -- (in) (ft) 1 1 - 2 column 0.67 2 2 - 3 column 1.16 3 3 - 4 column 1.17 4 4 - 5 column 1.17 5 5 - 6 column 1.16 6 6 - 7 column 1.17 7 7 - 8 column 1.17 8 8 - 9 column 1.16 9 9 - 10 column 1.17 10 11 - 12 column 0.67 11 12 - 13 column 1.16 12 13 - 14 column 1.17 13 14 - 15 column 1.17 14 15 - 16 column 1.16 15 16 - 17 column 1.17 16 17 - 18 column 1.17 17 18 - 19 column 1.16 18 19 - 20 column 1.17 19 2 - 12 beam 1.50 20 3 - 13 beam 1 1 1.50 21 4 - 14 beam 1.50 22 5 - 15 beam 1 1 1.50 23 6 - 16 beam 1 1 1.50 24 7 - 17 beam 1.50 25 8 - 18 beam 1 1 1.50 26 9 - 19 beam 1 1 1.50 27 10 - 20 beam 1.50 I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb -in Lb -out Lc In Out Cm Cb (ft) (ft) (ft) Caruso Turley Scott Inc. 10'high X 3' wide I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb -in Lb -out Lc In Out Cm Cb (ft) (ft) (ft) 7 7 - 8 8 8 - 9 9 9 - 10 10 11 - 12 11 12 - 13 12 13 - 14 13 14 - 15 14 15 - 16 15 16 - 17 16 17 - 18 17 18 - 19 18 19 - 20 19 2 - 12 20 3 - 13 21 4 - 14 22 5 - 15 23 6 - 16 24 7 - 17 25 8 - 18 26 9 - 19 27 10 - 20 BLC Basic Load Case Load Totals No. Description Nodal Point Dist. 1 dead 18 2 live 1 18 3 live 2 2 4 seismic 1 9 5 seismic 2 9 6 live 3 18 Nodal Loads, BLC 1: dead RISA -2D (R) Version 3.03 Job Page ‘ Date Node Number Global X Global Y Moment (K) (K) (K-ft)---- 2 0.000 -0.012 0.000 3 0.000 -0.012 0.000 4 0.000 -0.012 0.000 5 0.000 -0.012 0.000 6 0.000 -0.012 0.000 7 0.000 -0.012 0.000 8 0.000 -0.012 0.000 Caruso Turley Scott Inc. 10'high X 3' wide RISA -2D (R) Version 3.03 Node Moment Number Global X Global Y (K) (K) (K -ft) - - -- 2 0.001 0.000 0.000 3 0.001 0.000 0.000 4 0.002 0.000 0.000 5 0.003 0.000 0.000 6 0.004 0.000 0.000 7 0.005 0.000 0.000 8 0.005 0.000 0.000 9 7 0.006 0.000 0.000 10 0.026 0.000 0.000 Nodal Loads, BLC 6: live 3 Job Page 1 Date Node Number Global X Global Y Moment (K) (K) (K-ft)- 2 0.000 -0.030 0.000 3 0.000 -0.030 0.000 4 0.000 -0.030 0.000 5 0.000 -0.030 0.000 6 0.000 -0.030 0.000 7 0.000 -0.030 0.000 8 0.000 -0.030 0.000 9 0.000 -0.030 0.000 10 0.000 -0.030 0.000 12 0.000 -0.030 0.000 13 0.000 -0.030 0.000 14 0.000 -0.030 0.000 15 0.000 -0.030 0.000 16 0.000 -0.030 0.000 Caruso Turley Scott Inc. 10'high X 3' wide RISA -2D (R) Version 3.03 Node Number Global X Global Y Moment (K) (K) (K -ft)---- 17 0.000 -0.030 0.000 18 0.000 -0.030 0.000 19 0.000 -0.030 0.000 20 0.000 -0.030 0.000 Load Combination Self Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V 1 D +.67L +.7E 2 D +top live +.7E 3 D +L 4 .6D +.67L +.7E 5 .6D +.top live +.7E Dynamic Analysis Data Number of modes (frequencies) 3 Basic Load Case for masses None BLC mass direction of action X only Acceleration of Gravity 32.20 ft /sec * *2 Load Combination is 1 : D +.67L +.7E Nodal Displacements 1 1 2 1 4 .7 1 1 3 1 5 .7 1 1 6 1 1 .6 2 1 4 .7 1 .6 3 1 5 .7 Job Page Date Node Global X Global Y Rotation (in) (in) (rad) 1 0.00000 0.00000 - 0.00135 2 0.00844 0.00011 - 0.00044 3 0.04023 0.00015 - 0.00323 4 0.07420 0.00027 - 0.00073 5 0.12148 0.00016 - 0.00519 6 0.19746 0.00012 - 0.00500 7 0.24219 0.00014 - 0.00074 8 0.27152 - 0.00000 - 0.00293 9 0.31192 - 0.00007 - 0.00252 10 0.333991 -04 - 0.00008 - 0.00043 11 0.00000 - 0.00000 - 0.00135 12 0.00843 - 0.00083 - 0.00044 13 0.04023 - 0.00200 - 0.00323 14 0.07419 - 0.00310 - 0.00073 15 0.12147 - 0.00383 - 0.00519 16 0.19745 - 0.00449 - 0.00500 17 0.24218 - 0.00508 - 0.00074 Caruso Turley Scott Inc. 10' high X 3' wide Node 18 19 20 Node 1 11 Totals Global X -- (in) 0.27150 0.31191 0.33397 Load Combination is 1 : D +.67L +.7E Reactions Global X (K) - 0.03990 - 0.03990 - 0.07980 Load Combination is 1 : D +.67L +.7E Member End Forces Nodes No I J Axial (K) 1 1- 2 -0.09 2 2- 3 -0.02 3 3- 4 -0.05 4 4- 5 0.05 5 5- 6 0.02 6 6- 7 -0.01 7 7- 8 0.07 8 8- 9 0.03 9 9- 10 0.00 10 11- 12 0.66 11 12- 13 0.53 12 13- 14 0.50 13 14- 15 0.33 14 15- 16 0.30 15 16- 17 0.27 16 17- 18 0.13 17 18- 19 0.09 18 19- 20 0.06 19 2- 12 0.00 20 3- 13 0.00 21 4- 14 0.00 - 22 5- 15 0.00 23 6- 16 0.00 24 7- 17 0.01 - 25 8- 18 0.01 RISA -2D (R) Version 3.03 I -End Shear (K) 0.04 0.04 0.04 0.04 0.03 0.03 0.02 0.02 0.01 0.04 0.04 0.04 0.04 0.03 0.03 0.02 0.02 0.01 0.10 0.00 0.14 0.00 0.00 0.11 0.00 Moment (K ft) - 0.00 0.05 0.00 0.06 0.02 - 0.02 0.03 0.01 - 0.01 - 0.00 0.05 0.00 0.06 0.02 -0.02 0.03 0.01 -0.01 - 0.07 0.00 - 0.10 0.00 0.00 -0.08 0.00 Global Y (in) - 0.00536 - 0.00556 - 0.00570 Global Y (K) - 0.08610 0.66210 0.57600 Axial (K) 0.09 0.02 0.05 - 0.05 -0.02 0.01 - 0.07 - 0.03 -0.00 -0.66 -0.53 - 0.50 - 0.33 -0.30 - 0.27 -0.13 -0.09 - 0.06 -0.00 -0.00 -0.00 - 0.00 - 0.00 - 0.01 -0.01 Rotation (rad) - 0.00293 - 0.00252 - 0.00043 Moment (K ft) 0.00000 0.00000 0.00000 J -End Shear (K) - 0.04 -0.04 - 0.04 - 0.04 - 0.03 - 0.03 - 0.02 - 0.02 -0.01 -0.04 - 0.04 - 0.04 -0.04 - 0.03 - 0.03 -0.02 -0.02 -0.01 0.10 0.00 0.14 0.00 0.00 0.11 0.00 Job Page +0./ Date Moment (K -ft) -- 0.03 - 0.00 0.04 -0.02 0.02 0.05 - 0.01 0.01 0.02 0.03 - 0.00 0.04 -0.02 0.02 0.05 - 0.01 0.01 0.02 - 0.07 0.00 - 0.10 0.00 0.00 -0.08 0.00 Caruso Turley Scott Inc. RISA -2D (R) Version Nodes I -End No I J Axial Shear Moment Axial (K) (K) (K -ft) (K) 26 9- 19 0.01 0.00 0.00 -0.01 27 10- 20 0.01 -0.03 -0.02 -0.01 Load Combination is 1 : D+.67L+.7E AISC Code Checks 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 8- 9 9 9- 10 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16- 17 16 17- 18 17 18- 19 18 19- 20 19 2- 12 20 3- 13 21 4- 14 22 5- 15 23 6- 16 24 7- 17 25 8- 18 26 9- 19 27 10- 20 Member Quarter Points 1/4 1/2 3/4 Not Not Not Not Not Not Not Not Not Not Not Not Not Not Not Not Not Not Not Not Not Not Not Not Not Not Not 3.03 Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Job Pagein.') Date = = J -End Shear Moment (K) (K -ft)-- 0.00 0.00 0.03 -0.02 L Shear Caruso Turley Scott Inc. Node 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Node 1 11 Totals Load Combination is 2 : Member End Forces RISA -2D (R) Version 3.03 Load Combination. is 2 : D +top live +.7E Nodal Displacements Global X (in) 0.00000 0.00396 0.01894 0.03513 0.05891 0.09771 0.12120 0.13996 0.16798 0.18422 * 0 0.00000 0.00396 0.01893 0.03513 0.05890 0.09771 0.12120 0.13996 0.16798 0.18420 Load Combination is 2 : D +top live +.7E Global X (K) - 0.01855 - 0.01855 - 0.03710 Nodes I -End No I J Axial Shear (K) (K) 1 1- 2 -0.06 0.02 2 2- 3 -0.03 0.02 3 3- 4 -0.04 0.02 4 4- 5 0.01 0.02 5 5- 6 0.00 0.02 6 6- 7 -0.01 0.01 D +top live +.7E Moment (K- ft) -0.00 0.02 0.00 0.03 0.01 -0.01 Global Y (in) 0.00000 0.00008 0.00014 0.00022 0.00019 0.00019 0.00021 0.00011 0.00005 0.00001 - 0.00000 - 0.00042 - 0.00103 - 0.00162 - 0.00204 - 0.00243 - 0.00279 - 0.00299 - 0.00316 - 0.00331 Global Y (K) - 0.06087 0.33687 0.27600 J -End Axial Shear (K) (K) 0.06 -0.02 0.03 -0.02 0.04 -0.02 - 0.01 -0.02 - 0.00 -0.02 0.01 -0.01 Job Page t0H2. Date Rotation (rad) - 0.00063 - 0.00021 - 0.00153 - 0.00037 - 0.00262 - 0.00259 - 0.00042 - 0.00195 - 0.00182 - 0.00028 - 0.00063 - 0.00021 - 0.00153 - 0.00037 - 0.00262 - 0.00259 - 0.00042 - 0.00195 - 0.00182 - 0.00028 Moment (K -ft) 0.00000 0.00000 0.00000 Moment (K -ft) -- 0.01 -0.00 0.02 -0.01 0.01 0.03 Caruso Turley Scott Inc. 10'high X 3' wide Nodes No I J 7- 8 8- 9 9- 10 11- 12 12- 13 13- 14 14- 15 15- 16 16- 17 17- 18 18- 19 19- 20 2- 12 3- 13 4- 14 5- 15 6- 16 7- 17 8- 18 9- 19 10- 20 Axial (K) 0.04 0.03 0.02 0.34 0.28 0.27 0.19 0.18 0.17 0.09 0.08 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 RISA -2D (R) Version I -End Shear (K) 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 -0.05 0.00 - 0.07 0.00 0.00 -0.06 0.00 0.00 - 0.02 Moment (K -ft) 0.02 0.01 - 0.01 - 0.00 0.02 0.00 0.03 0.01 - 0.01 0.02 0.01 -0.01 - 0.03 0.00 - 0.05 0.00 0.00 - 0.05 0.00 0.00 - 0.02 Load Combination is 2 : D +top live +.7E AISC Code Checks Nodes No I J Maximum 0 1- 3- 4- 6- 7- 8- 11- 12- 13- 14- 15- 16- 17- 18- 2 3 4 5 6 7 8 9 10 12 13 14 15 16 17 18 19 3.03 Axial (K) -0.04 -0.03 -0.02 -0.34 -0.28 -0.27 -0.19 - 0.18 -0.17 - 0.09 - 0.08 - 0.07 - 0.00 -0.00 - 0.00 -0.00 -0.00 - 0.00 - 0.00 - 0.00 -0.01 Member Quarter Points 1 / 4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Shear (K) - 0.01 - 0.01 - 0.01 - 0.02 - 0.02 - 0.02 - 0.02 - 0.02 - 0.01 - 0.01 - 0.01 - 0.01 0.05 0.00 0.07 0.00 0.00 0.06 0.00 0.00 0.02 Job Page 1 u , \q) Date Moment (K -ft) -- -0.01 0.01 0.02 0.01 - 0.00 0.02 - 0.01 0.01 0.03 - 0.01 0.01 0.02 - 0.03 0.00 - 0.05 0.00 0.00 - 0.05 0.00 0.00 - 0.02 L Shear Caruso Turley Scott Inc. 10'high X 3' wide Load Combination is 3 : D +L Nodal Displacements Node Load Combination is 3 : D +L Reactions Node 1 11 Totals Global X (in) 1 0.00000 2 0.00000 3 0.00000 4 0.00000 5 0.00000 6 0.00000 7 - 0.00000 8 - 0.00000 9 - 0.00000 10 - 0.00000 11 0.00000 12 0.00000 13 0.00000 14 0.00000 15 0.00000 16 0.00000 17 - 0.00000 18 - 0.00000 19 - 0.00000 20 - 0.00000 Global X (K) - 0.00000 - 0.00000 - 0.00000 Load Combination is 3 : D +L Member End Forces Nodes I -End No I J Axial Shear (K) (K) 1 1- 2 0.38 0.00 2 2- 3 0.34 0.00 3 3- 4 0.29 0.00 4 4- 5 0.25 0.00 5 5- 6 0.21 0.00 6 6- 7 0.17 0.00 RISA -2D (R) Version 3.03 Moment (K ft) -0.00 0.00 -0.00 0.00 0.00 -0.00 Global Y (in) - 0.00000 - 0.00048 - 0.00121 - 0.00186 - 0.00241 - 0.00287 - 0.00324 - 0.00352 - 0.00370 - 0.00379 - 0.00000 - 0.00048 - 0.00121 - 0.00186 - 0.00241 - 0.00287 - 0.00324 - 0.00352 - 0.00370 - 0.00379 Global Y (K) 0.37800 0.37800 0.75600 J -End Axial Shear (K) (K) -0.38 -0.00 - 0.34 -0.00 -0.29 -0.00 - 0.25 -0.00 - 0.21 -0.00 - 0.17 -0.00 Job Page (3.)N Date Rotation (rad) - 0.00000 - 0.00000 - 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 - 0.00000 - 0.00000 - 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Moment (K ft) 0.00000 0.00000 0.00000 Moment (K -ft) -- 0.00 0.00 0.00 0.00 0.00 0.00 Caruso Turley Scott Inc. 10'high X 3' wide Nodes No I J 7 - 9- 10- 8 9 10 12 13 14 15 16 17 18 19 20 12 13 14 15 16 17 18 19 20 Load Combination. is 3 : D +L AISC Code Checks Nodes No I J Maximum 0 1- 3- 4- 5- 7- 8- 11- 12- 13- 14- 15- 16- 17- 18- 2 3 4 5 6 7 8 9 10 12 13 14 15 16 17 18 19 Axial (K) 0.13 0.08 0.04 0.38 0.34 0.29 0.25 0.21 0.17 0.13 0.08 0.04 - -0.00 -0.00 - 0.00 0.00 -0.00 - 0.00 0.00 -0.00 0.00 RISA -2D (R) Version I -End Shear (K) - 0.00 0.00 -0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 -0.00 0.00 -0.00 0.00 0.00 0.00 0.00 0.00 - 0.00 Moment (K- ft) -0.00 0.00 - 0.00 - 0.00 0.00 - 0.00 0.00 - 0.00 - 0.00 -0.00 -0.00 -0.00 -0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 0.00 -0.00 3.03 Member Quarter Points 1/4 1/2 3/4 - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated - Not Calculated Axial (K) -0.13 -0.08 - 0.04 -0.38 - 0.34 -0.29 - 0.25 -0.21 - 0.17 - 0.13 -0.08 - 0.04 0.00 0.00 0.00 -0.00 0.00 0.00 -0.00 0.00 -0.00 J -End Shear (K) 0.00 - 0.00 0.00 - 0.00 -0.00 -0.00 - 0.00 - 0.00 - 0.00 -0.00 0.00 -0.00 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 Job Page tO. +5" Date Moment (K -ft) -- 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 -0.00 0.00 0.00 0.00 0.00 0.00 - 0.00 L Shear Caruso Turley Scott Inc. 10'high X 3' wide Load Combination is 4 : .6D +.67L +.7E Nodal Displacements Node Node 1 11 Totals Global X (in) 1 0.00000 2 0.00844 3 0.04023 4 0.07420 5 0.12148 6 0.19746 7 0.24219 8 0.27152 9 0.31192 10 0.33399E- 11 0.00000 12 0.00843 13 0.04023 14 0.07419 15 0.12147 16 0.19745 17 0.24218 18 0.27150 19 0.31191 20 0.33397 Load Combination is 4 : .6D +.67L +.7E Reactions Load Combination is 4 : Member End Forces Global X (K) - 0.03990 - 0.03990 - 0.07980 RISA -2D (R) Version 3.03 .6D +.67L +.7E Nodes - - -. I -End No I J Axial Shear Moment (K) (K) (K -ft) 1 1- 2 -0.13 0.04 -0.00 2 2- 3 -0.06 0.04 0.05 3 3- 4 -0.09 0.04 0.00 4 4- 5 0.02 0.04 0.06 5 5- 6 -0.01 0.03 0.02 6 6- 7 -0.03 0.03 -0.02 Global Y (in) 0.00000 0.00016 0.00029 0.00048 0.00043 0.00044 0.00051 0.00040 0.00035 0.00035 - 0.00000 - 0.00078 - 0.00186 - 0.00289 - 0.00356 - 0.00416 - 0.00471 - 0.00496 - 0.00514 - 0.00527 Global Y (K) - 0.12930 0.61890 0.48960 J -End Axial Shear (K) (K) 0.13 -0.04 0.06 -0.04 0.09 -0.04 -0.02 -0.04 0.01 -0.03 0.03 -0.03 Job Page t od Date Rotation (rad) - 0.00135 - 0.00044 - 0.00323 - 0.00073 - 0.00519 - 0.00500 - 0.00074 - 0.00293 - 0.00252 - 0.00043 - 0.00135 - 0.00044 - 0.00323 - 0.00073 - 0.00519 - 0.00500 - 0.00074 - 0.00293 - 0.00252 - 0.00043 Moment (K ft) 0.00000 0.00000 0.00000 Moment (K -ft) -- 0.03 -0.00 0.04 -0.02 0.02 0.05 Caruso Turley Scott Inc. 10'high X 3' wide s= Nodes I -End No I J Axial Shear (K) (K) 7 7- 8 0.05 0.02 8 8- 9 0.02 0.02 9 9- 10 -0.00 0.01 10 11- 12 0.62 0.04 11 12- 13 0.49 0.04 12 13- 14 0.47 0.04 13 14- 15 0.30 0.04 14 15- 16 0.28 0.03 15 16- 17 0.25 0.03 16 17- 18 0.11 0.02 17 18- 19 0.08 0.02 18 19- 20 0.06 0.01 19 2- 12 0.00 -0.10 20 3- 13 0.00 0.00 21 4- 14 0.00 -0.14 22 5- 15 0.00 0.00 23 6- 16 0.00 0.00 24 7- 17 0.01 -0.11 25 8- 18 0.01 0.00 26 9- 19 0.01 0.00 27 10- 20 0.01 -0.03 Load Combination is 4 : .6D +.67L +.7E AISC Code Checks Nodes No I J Maximum 0 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 8- 9 9 9- 10 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16- 17 16 17- 18 17 18- 19 RISA -2D (R) Version Moment (K ft) 0.03 0.01 - 0.01 - 0.00 0.05 0.00 0.06 0.02 - 0.02 0.03 0.01 -0.01 -0.07 0.00 - 0.10 0.00 0.00 -0.08 0.00 0.00 - 0.02 3.03 Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Axial Shear (K) (K) -0.05 -0.02 -0.02 -0.02 0.00 -0.01 -0.62 -0.04 -0.49 -0.04 - 0.47 -0.04 -0.30 -0.04 - 0.28 -0.03 - 0.25 -0.03 - 0.11 -0.02 -0.08 -0.02 - 0.06 -0.01 -0.00 0.10 -0.00 0.00 - 0.00 0.14 -0.00 0.00 -0.00 0.00 -0.01 0.11 -0.01 0.00 - 0.01 0.00 -0.01 0.03 Job Page 144 ► `7 Date L Moment (K -ft) -- -0.01 0.01 0.02 0.03 - 0.00 0.04 - 0.02 0.02 0.05 - 0.01 0.01 0.02 - 0.07 0.00 - 0.10 0.00 0.00 - 0.08 0.00 0.00 -0.02 Shear Caruso Turley Scott Inc. :L0'high X 3' wide Load Combination. is 5 : .6D +.top live +.7E Nodal Displacements Node Global X (in) 1 0.00000 2 0.00396 3 0.01894 4 0.03513 5 0.05891 6 0.09771 7 0.12120 8 0.13996 9 0.16798 10 0.18422 11 0.00000 12 0.00396 13 0.01893 14 0.03513 15 0.05890 16 0.09771 17 0.12120 18 0.13996 19 0.16798 20 0.18420 RISA -2D (R) Version 3.03 Load Combination is 5 : .6D +.top live +.7E Reactions Node 1 11 Totals Load Combination is 5 : Member End Forces Global X (K) - 0.01855 - 0.01855 - 0.03710 .6D +.top live +.7E Nodes I -End No I J Axial Shear Moment (K) (K) (K ft) 1 1- 2 -0.10 0.02 -0.00 2 2- 3 -0.07 0.02 0.02 3 3- 4 -0.07 0.02 0.00 4 4- 5 -0.01 0.02 0.03 5 5- 6 -0.02 0.02 0.01 6 6- 7 -0.03 0.01 -0.01 Global Y (in) 0.00000 0.00013 0.00027 0.00043 0.00047 0.00051 0.00058 0.00052 0.00047 0.00044 - 0.00000 - 0.00037 - 0.00090 - 0.00141 - 0.00176 - 0.00210 - 0.00242 - 0.00259 - 0.00274 - 0.00287 Global Y (K) - 0.10407 0.29367 0.18960 J -End Axial Shear (K) (K) 0.10 -0.02 0.07 -0.02 0.07 -0.02 0.01 -0.02 0.02 -0.02 0.03 -0.01 Job Page 0 , 1, Date Rotation (rad) - 0.00063 - 0.00021 - 0.00153 - 0.00037 - 0.00262 - 0.00259 - 0.00042 - 0.00195 - 0.00182 - 0.00028 - 0.00063 - 0.00021 - 0.00153 - 0.00037 - 0.00262 - 0.00259 - 0.00042 - 0.00195 - 0.00182 - 0.00028 Moment (K -ft) 0.00000 0.00000 0.00000 Moment (K -ft) -- 0.01 -0.00 0.02 -0.01 0.01 0.03 Caruso Turley Scott Inc. 10'high X 3' wide Nodes No I J 7- 8- 9- 11- 12- 13- 14- 15- 16- 17- 18- 19- 3- 4- 6- 7- 8- 9- 10- 8 9 10 12 13 14 15 16 17 18 19 20 12 13 14 15 16 17 18 19 20 Axial (K) 0.03 0.02 0.01 0.29 0.24 0.23 0.16 0.15 0.15 0.08 0.07 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 RISA -2D (R) Version I -End Shear (K) 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 -0.05 0.00 -0.07 0.00 0.00 -0.06 0.00 0.00 -0.02 Moment (K -ft) 0.02 0.01 - 0.01 -0.00 0.02 0.00 0.03 0.01 -0.01 0.02 0.01 - 0.01 - 0.03 0.00 - 0.05 0.00 0.00 -0.05 0.00 0.00 - 0.02 Load Combination is 5 : .6D +.top live +.7E AISC Code Checks Nodes No I J Maximum 0 1- 3- 4- 6- 7- 9- 11- 12- 13- 14- 15- 16- 17- 18- 2 3 4 5 6 7 8 9 10 12 13 14 15 16 17 18 19 3.03 Member Quarter Points 1/4 1/2 3/4 - Not - Not - Not - Not - Not - Not - Not - Not - Not - Not - Not - Not - Not - Not - Not - Not - Not Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated Calculated J -End Axial Shear (K) (K) -0.03 -0.01 - 0.02 -0.01 -0.01 -0.01 - 0.29 -0.02 - 0.24 -0.02 - 0.23 -0.02 - 0.16 -0.02 - 0.15 -0.02 - 0.15 -0.01 -0.08 -0.01 -0.07 -0.01 - 0.06 -0.01 - 0.00 0.05 -0.00 0.00 - 0.00 0.07 - 0.00 0.00 - 0.00 0.00 - 0.00 0.06 - 0.00 0.00 - 0.00 0.00 - 0.01 0.02 Job Page id. e Date Moment (K -ft) -- - 0.01 0.01 0.02 0.01 - 0.00 0.02 - 0.01 0.01 0.03 - 0.01 0.01 0.02 -0.03 0.00 -0.05 0.00 0.00 -0.05 0.00 0.00 -0.02 L Shear Caruso Turley Scott Inc. 10'high X 3' wide long direction Units Option : US Standard AISC Code Checks : 9th Edition ASD Shear Deformation: No P -Delta Effects Redesign Edge Forces A.S.I.F. Material Label steel : No No No : 1.333 Node No X -Coord Y -Coord (ft) (ft) 1 0.00 0.00 2 0.00 0.67 3 0.00 1.83 4 0.00 3.00 5 0.00 4.17 6 0.00 5.33 7 0.00 6.50 8 0.00 7.67 9 0.00 8.83 10 0.00 10.00 11 3.00 0.00 12 3.00 0.67 13 3.00 1.83 14 3.00 3.00 15 3.00 4.17 16 3.00 5.33 17 3.00 6.50 18 3.00 7.67 19 3.00 8.83 20 3.00 10.00 Elastic Modulus (Ksi) 29000.00 RISA -2D (R) Version 3.03 Poisson's Ratio 0.30000 Boundary Conditions X -dof Y -dof Rotation (in,K/in) - - -- (in,K/in) - -- (r, K -ft /r) R R R R Thermal Coefficient (F) 0.65000 Job Page P v , ?.o Date Temp. (F)- 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Weight Yield Stress Density (Fy) (K /ft3) (Ksi)--- - 0.490 36.000 Caruso Turley Scott Inc. 10'high X 3' wide long direction RISA -2D (R) Version 3.03 Job Page 1 o.'i -1 Date Section Database Matl. Area Moment of As y/y Label Shape Set Inertia Coef (in (in column steel 0.22 0.049 1.20 beam steel 0.28 0.232 1.20 I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length (in) - - -- (in) (ft) 1 1 - 2 column 0.67 2 2 - 3 column 1.16 3 3 - 4 column 1.17 4 4 - 5 column 1.17 5 5 - 6 column 1.16 6 6 - 7 column 1.17 7 7 - 8 column 1.17 8 8 - 9 column 1.16 9 9 - 10 column 1.17 10 11 - 12 column 0.67 11 12 - 13 column 1.16 12 13 - 14 column 1.17 13 14 - 15 column 1.17 14 15 - 16 column 1.16 15 16 - 17 column 1.17 16 17 - 18 column 1.17 17 18 - 19 column 1.16 18 19 - 20 column 1.17 19 2 - 12 beam 3.00 20 3 - 13 beam 1 1 3.00 21 4 - 14 beam 3.00 22 5 - 15 beam 1 1 3.00 23 6 - 16 beam 1 1 3.00 24 7 - 17 beam 3.00 25 8 - 18 beam 1 1 3.00 26 9 - 19 beam 1 1 3.00 27 10 - 20 beam 3.00 I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb -in Lb -out Lc In Out Cm Cb (ft) (ft) (ft) 1 1 - 2 2 2 - 3 3 3 - 4 4 4 - 5 5 5 - 6 6 6 - 7 Caruso Turley Scott Inc. 10'high X 3' wide long direction I J No Node Node 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 7 8 9 11 12 13 14 15 16 17 18 19 2 3 4 5 6 7 8 9 10 BLC No. 8 9 10 12 13 14 15 16 17 18 19 20 12 13 14 15 16 17 18 19 20 Member Distributed Loads,BLC 1: dead Memb I J 1 dead 2 live 1 3 live 2 4 seismic 1 5 seismic 2 6 live 3 RISA -2D Basic Load Case Description Start No Node Node Dir Magnitude (K /ft, F) 19 2 - 12 Y -0.010 20 3 - 13 Y -0.010 21 4 - 14 Y -0.010 22 5 - 15 Y -0.010 23 6 - 16 Y -0.010 24 7 - 17 Y -0.010 25 8 - 18 Y -0.010 (R) Version 3.03 Unbraced Lengths Lb -in Lb -out Lc - (ft) (ft) (ft) End Magnitude (K/ft,F) - 0.010 -0.010 - 0.010 - 0.010 -0.010 - 0.010 - 0.010 K Factors In Out Load Totals Nodal Point Dist. 9 9 Start Location (ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Job Page 10/ V1 Date Bending Coefs Cm Cb 9 9 1 9 End Location (ft)---- 3.000 3.000 3.000 3.000 3.000 3.000 3.000 Caruso Turley Scott Inc. 10'high X 3' wide long direction Memb I J No Node Node Dir 26 9 - 19 Y 27 10 - 20 Y Member Distributed Loads,BLC 2: live 1 Memb I J No Node Node Dir 19 20 21 22 23 24 25 26 27 2 3 4 5 6 7 8 9 10 Node Number 2 - 12 3 - 13 4 - 14 5 - 15 6 - 16 7 - 17 8 - 18 9 - 19 10 - 20 27 10 - 20 Y Y Y Y Y Y Y Y Y Memb I J No Node Node Dir Y RISA -2D (R) Version 3.03 Start Magnitude (K/ft,F) - 0.010 - 0.010 Start Magnitude (K/ft,F) - 0.015 -0.015 -0.015 - 0.015 - 0.015 -0.015 - 0.015 - 0.015 -0.015 Member Distributed Loads,BLC 3: live 2 Nodal Loads, BLC 4: seismic 1 Global X (K) 0.002 0.004 0.007 0.009 0.011 0.014 0.016 0.018 0.021 Nodal Loads, BLC 5: seismic 2 Start Magnitude (K/ft,F) - 0.020 End Magnitude (K /ft, F) - 0.010 - 0.010 End Magnitude (K /ft, F) - 0.015 - 0.015 - 0.015 -0.015 - 0.015 -0.015 -0.015 - 0.015 - 0.015 End Magnitude (K/ft,F) - 0.020 Global Y (K) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Start Location (ft) 0.000 0.000 Start Location (ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Start Location (ft) 0.000 Job Page f 0 . 'L,a Date z End Location (ft)---- 3.000 3.000 End Location (ft)---- 3.000 3.000 3.000 3.000 3.000 3.000 3.000 3.000 3.000 End Location (ft)---- 3.000 Moment (K -ft)---- 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Caruso Turley Scott Inc. 10' high: X 3' wide long r1 i -rac t ion Node Number 2 3 4 5 6 7 8 9 10 Member Distributed Loads,BLC 6: live 3 Memb I J No Node Node Dir 19 .2 - 12 Y 20 3 - 13 Y 21 4 - 14 Y 22 5 - 15 Y 23 6 - 16 Y 24 7 - 17 Y 25 8 - 18 Y 26 9 - 19 Y 27 10 - 20 Y 1 D +.67L +.7E 2 D +top live +.7E 3 D +L 4 .6D +.67L +.7E 5 .6D +top live +.7E Dynamic Analysis Data RISA -2D (R) Version 3.03 Global X (K) 0.001 0.001 0.002 0.003 0.004 0.005 0.006 0.006 0.026 Start Magnitude (K /ft, F) - 0.020 - 0.020 -0.020 - 0.020 -0.020 - 0.020 -0.020 - 0.020 - 0.020 1 1 1 1 1 1 1 .6 1 .6 Load Combination Self Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V Number of modes (frequencies) . Basic Load Case for masses BLC mass direction of action . Acceleration of Gravity End Magnitude (K /ft, F) - 0.020 -0.020 - 0.020 -0.020 -0.020 - 0.020 - 0.020 -0.020 -0.020 2 1 4 .7 3 1 5 .7 6 1 2 1 4 .7 3 1 5 .7 Global Y (K) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3 None X only 32.20 ft /sec * *2 Start Location (ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Job Page /a 14 Date Moment (K- ft) - - -- 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 End Location (ft)---- 3.000 3.000 3.000 3.000 3.000 3.000 3.000 3.000 3.000 Caruso Turley Scott Inc. 10'high X 3' wide long direction Node 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Node 1 11 Totals RISA -2D (R) Version 3.03 Load Combination is 1 : D +.67L +.7E Nodal Displacements Global X -- (in) 0.00000 0.01010 0.04293 0.07793 0.12418 0.19487 0.23743 0.26514 0.30102 v 0.31972'x' 0.00000 0.01006 0.04293 0.07793 0.12412 0.19490 0.23741 0.26507 0.30106 0.31964 Load Combination is 1 : D +.67L +.7E Reactions Global X (K) - 0.02348 - 0.04792 - 0.07140 Load Combination is 1 : D +.67L +.7E Member End Forces Nodes I -End No I J Axial Shear Moment (K) (K) (K ft) 1 1- 2 0.17 0.02 0.00 2 2- 3 0.18 0.03 0.04 3 3- 4 0.14 0.03 0.00 4 4- 5 0.16 0.02 0.04 5 5- 6 0.13 0.03 0.02 6 6- 7 0.09 0.02 -0.02 Global Y (in) - 0.00000 - 0.00022 - 0.00061 - 0.00092 - 0.00127 - 0.00155 - 0.00174 - 0.00196 - 0.00209 - 0.00215 - 0.00000 - 0.00063 - 0.00155 - 0.00240 - 0.00303 - 0.00358 - 0.00404 - 0.00432 - 0.00451 - 0.00463 Global Y (K) 0.17219 0.50281 0.67500 J -End Axial Shear (K) (K) - 0.17 -0.02 - 0.18 -0.03 - 0.14 -0.03 -0.16 -0.02 - 0.13 -0.03 - 0.09 -0.02 Job Page t , ..t Date Rotation (rad) - 0.00143 - 0.00090 - 0.00311 - 0.00121 - 0.00482 - 0.00462 - 0.00105 - 0.00262 - 0.00213 - 0.00060 - 0.00161 - 0.00052 - 0.00331 - 0.00078 - 0.00491 - 0.00470 - 0.00064 - 0.00269 - 0.00227 0.00002 Moment (K ft) 0.00000 0.00000 0.00000 Moment (K -ft) -- 0.02 -0.00 0.03 -0.02 0.02 0.04 Caruso Turley Scott Inc. 10'high X 3' wide long direction Nodes No I J 7 7- 8 8 8- 9 9 9- 10 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16- 17 16 17- 18 17 18- 19 18 19- 20 19 2- 12 20 3- 13 21 4- 14 22 5- 15 23 6- 16 24 7- 17 25 8- 18 26 9- 19 27 10- 20 Axial (K) 0.10 0.06 0.02 0.50 0.42 0.38 0.29 0.25 0.21 0.13 0.09 0.05 0.01 0.00 0.00 0.01 - 0.01 0.00 0.02 - 0.01 0.02 I -End Shear (K) 0.01 0.02 - 0.00 0.05 0.04 0.04 0.04 0.02 0.03 0.03 0.01 0.02 - 0.01 0.04 - 0.02 0.04 0.04 -0.01 0.04 0.04 0.02 Load Combination is 1 : D +.67L +,7E AISC Code Checks Nodes No I J Maximum 0 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 8- 9 9 9- 10 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16- 17 16 17- 18 17 18- 19 RISA -2D (R) Version 3.03 Moment (K ft) 0.02 0.01 - 0.01 -0.00 0.05 0.00 0.06 0.01 - 0.02 0.03 0.00 - 0.01 -0.05 0.00 - 0.08 0.00 0.00 -0.06 0.00 0.00 - 0.01 Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Axial Shear (K) (K) -0.10 -0.01 - 0.06 -0.02 -0.02 0.00 - 0.50 -0.05 - 0.42 -0.04 - 0.38 -0.04 -0.29 -0.04 - 0.25 -0.02 - 0.21 -0.03 - 0.13 -0.03 -0.09 -0.01 - 0.05 -0.02 -0.01 0.08 - 0.00 0.04 -0.00 0.10 -0.01 0.04 0.01 0.04 -0.00 0.09 - 0.02 0.04 0.01 0.04 - 0.02 0.05 Job Page ( <111 Date Moment (K -ft) -- - 0.01 0.01 0.01 0.03 -0.00 0.04 - 0.01 0.02 0.05 -0.00 0.01 0.03 - 0.08 0.00 - 0.10 0.00 0.00 - 0.09 0.00 0.00 -0.03 L Shear Caruso Turley Scott Inc. 10'high X 3' wide long direction RISA -2D (R) Version 3.03 Load Combination is 2 : D +top live +.7E Nodal Displacements Node Global X (in) 1 0.00000 2 0.00538 3 0.02302 4 0.04210 5 0.06889 6 0.11071 7 0.13665 8 0.15712 9 0.18597 10 0.202264-0 11 0.00000 12 0.00536 13 0.02303 14 0.04210 15 0.06887 16 0.11073 17 0.13665 18 0.15708 19 0.18603 20 0.20217 Load Combination is 2 : D +top live +.7E Reactions Node 1 11 Totals Load Combination is 2 : Member End Forces Global X (K) - 0.01402 - 0.02378 - 0.03780 Nodes - - -- I -End No I J Axial Shear (K) (K) 1 1- 2 0.06 0.01 2 2- 3 0.07 0.02 3 3- 4 0.06 0.02 4 4- 5 0.08 0.01 5 5- 6 0.06 0.02 6 6- 7 0.05 0.01 D +top live +.7E Moment (K ft) -0.00 0.02 0.00 0.03 0.01 -0.01 Global Y (in) - 0.00000 - 0.00008 - 0.00024 - 0.00036 - 0.00053 - 0.00066 - 0.00076 - 0.00090 - 0.00100 - 0.00107 - 0.00000 - 0.00034 - 0.00083 - 0.00130 - 0.00166 - 0.00199 - 0.00229 - 0.00248 - 0.00264 - 0.00276 Global Y (K) 0.06377 0.26623 0.33000 J -End Axial Shear (K) (K) - 0.06 -0.01 - 0.07 -0.02 - 0.06 -0.02 -0.08 -0.01 -0.06 -0.02 -0.05 -0.01 Job Page b, L"1 Date Rotation (rad) - 0.00077 - 0.00046 - 0.00169 - 0.00065 - 0.00283 - 0.00277 - 0.00064 - 0.00205 - 0.00176 - 0.00062 - 0.00085 - 0.00031 - 0.00178 - 0.00048 - 0.00287 - 0.00281 - 0.00048 - 0.00205 - 0.00194 0.00013 Moment (K -ft) 0.00000 0.00000 0.00000 Moment (K -ft) -- 0.01 -0.00 0.02 -0.01 0.01 0.03 Caruso Turley Scott Inc. 10'high X 3' wide long direction Nodes No I J 7 7- 8 8 8- 9 9 9- 10 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16- 17 16 17- 18 17 18- 19 18 19- 20 19 2- 12 20 3- 13 21 4- 14 22 5- 15 23 6- 16 24 7- 17 25 8- 18 26 9- 19 27 10- 20 Load Combination is 2 : D +top live +.7E AISC Code Checks Nodes No I J Maximum 0 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 8- 9 9 9- 10 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16- 17 16 17- 18 17 18- 19 I -End Axial Shear (K) (K) 0.06 0.01 0.05 0.01 0.03 -0.00 0.27 0.02 0.23 0.02 0.21 0.02 0.16 0.02 0.15 0.02 0.13 0.02 0.09 0.02 0.07 0.01 0.06 0.02 0.00 -0.01 -0.00 0.01 - 0.00 -0.02 0.01 0.01 -0.00 0.01 0.00 -0.02 0.01 0.01 - 0.01 0.01 0.02 0.03 RISA -2D (R) Version 3.03 Moment (K ft) 0.02 0.01 -0.01 - 0.00 0.02 0.00 0.03 0.01 - 0.01 0.02 0.00 -0.01 -0.03 0.00 -0.05 0.00 0.00 -0.04 0.00 0.00 - 0.01 Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Axial Shear (K) (K) - 0.06 -0.01 -0.05 -0.01 -0.03 0.00 - 0.27 -0.02 -0.23 -0.02 - 0.21 -0.02 -0.16 -0.02 - 0.15 -0.02 - 0.13 -0.02 -0.09 -0.02 -0.07 -0.01 -0.06 -0.02 - 0.00 0.04 0.00 0.01 0.00 0.05 -0.01 0.01 0.00 0.01 -0.00 0.05 -0.01 0.01 0.01 0.01 -0.02 0.06 Job Page 1 V . A Date Moment (K -ft) -- - 0.01 0.01 0.01 0.02 - 0.00 0.02 -0.01 0.01 0.03 - 0.00 0.01 0.03 -0.04 0.00 -0.05 0.00 0.00 - 0.05 0.00 0.00 - 0.03 L Shear Caruso Turley Scott Inc. 10'high X 3' wide long direction Load Combination is 3 : D +L Nodal Displacements Node Load Combination is 3 : D +L Reactions Node 1 11 Totals Global X (in) 1 - 0.00000 2 0.00002 3 - 0.00000 4 - 0.00001 5 0.00003 6 - 0.00003 7 - 0.00000 8 0.00003 9 - 0.00004 10 0.00003 11 0.00000 12 - 0.00002 13 0.00000 14 0.00001 15 - 0.00003 16 0.00003 17 0.00000 18 - 0.00003 19 0.00004 20 - 0.00003 Global X (K) 0.01467 - 0.01467 0.00000 Load Combination is 3 : D +L Member End Forces Nodes I -End No I J Axial Shear (K) (K) 1 1- 2 0.41 -0.01 2 2- 3 0.36 -0.00 3 3- 4 0.31 -0.01 4 4- 5 0.27 -0.01 5 5- 6 0.22 0.00 6 6- 7 0.18 -0.01 RISA -2D (R) Version 3.03 Moment (K ft) 0.00 - 0.01 -0.00 -0.01 0.00 - 0.00 Global Y (in) - 0.00000 - 0.00051 - 0.00130 - 0.00199 - 0.00258 - 0.00307 - 0.00347 - 0.00377 - 0.00396 - 0.00406 - 0.00000 - 0.00051 - 0.00130 - 0.00199 - 0.00258 - 0.00307 - 0.00347 - 0.00377 - 0.00396 - 0.00406 Global Y (K) 0.40500 0.40500 0.81000 J -End Axial Shear (K) (K) - 0.41 0.01 - 0.36 0.00 -0.31 0.01 - 0.27 0.01 - 0.22 -0.00 - 0.18 0.01 Job Page $ . Vt Date Rotation (rad) 0.00011 - 0.00023 0.00012 - 0.00026 0.00005 0.00005 - 0.00025 0.00004 0.00008 - 0.00037 - 0.00011 0.00023 - 0.00012 0.00026 - 0.00005 - 0.00005 0.00025 - 0.00004 - 0.00008 0.00037 Moment (K -ft) 0.00000 0.00000 0.00000 Moment (K -ft) -- - 0.01 0.00 -0.01 - 0.00 0.00 - 0.01 Caruso Turley Scott Inc. 10' high X 3' wide long direction Nodes No I J 7 7- 8 8 8- 9 9 9- 10 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16- 17 16 17- 18 17 18- 19 18 19- 20 19 2- 12 20 3- 13 21 4- 14 22 5- 15 23 6- 16 24 7- 17 25 8- 18 26 9- 19 27 10- 20 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 8- 9 9 9- 10 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16- 17 16 17- 18 17 18- 19 Axial (K) 0.13 0.09 0.04 0.41 0.36 0.31 0.27 0.22 0.18 0.13 0.09 0.04 0.01 - 0.00 - 0.00 0.01 -0.01 -0.00 0.01 - 0.02 0.01 Load Combination is 3 : D +L AISC Code Checks Nodes No I J Maximum 0 RISA -2D (R) Version 3.03 I -End Shear Moment (K) (K ft) - 0.01 -0.01 0.01 0.00 - 0.01 -0.00 0.01 -0.00 0.00 0.01 0.01 0.00 0.01 0.01 - 0.00 -0.00 0.01 0.00 0.01 0.01 -0.01 -0.00 0.01 0.00 0.04 0.02 0.04 0.00 0.04 0.01 0.04 0.00 0.04 0.00 0.04 0.01 0.04 0.00 0.04 0.00 0.04 0.01 Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Axial Shear (K) (K) - 0.13 0.01 - 0.09 -0.01 -0.04 0.01 - 0.41 -0.01 - 0.36 -0.00 -0.31 -0.01 - 0.27 -0.01 - 0.22 0.00 -0.18 -0.01 -0.13 -0.01 -0.09 0.01 -0.04 -0.01 - 0.01 0.04 0.00 0.04 0.00 0.04 - 0.01 0.04 0.01 0.04 0.00 0.04 - 0.01 0.04 0.02 0.04 -0.01 0.04 Job Page it' ,° Date Moment (K -ft) -- - 0.00 0.00 - 0.01 0.01 - 0.00 0.01 0.00 -0.00 0.01 0.00 - 0.00 0.01 - 0.02 0.00 -0.01 0.00 0.00 - 0.01 0.00 0.00 - 0.01 L Shear Caruso Turley Scott Inc. 10'r7igh X 3' wide long difr..--4 -ir'in RISA -2D (R) Version 3.03 Load Combination is 4 : .6D +.67L +.7E Nodal Displacements Node 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Load Combination is 4 : .6D +.67L +.7E Reactions Node 1 11 Totals Load Combination is 4 : Member End Forces Global X (in) 0.00000 0.01010 0.04293 0.07793 0.12418 0.19487 0.23743 O .26514 O .30103 0.319714 e 0.00000 0.01006 0.04293 0.07792 0.12413 0.19489 0.23741 0.26507 0.30105 0.31965 Global X (K) - 0.02544 - 0.04596 - 0.07140 .6D +.67L +.7E Nodes I -End No I J Axial Shear Moment (K) (K) (K -ft) 1 1- 2 0.12 0.03 -0.00 2 2- 3 0.13 0.03 0.04 3 3- 4 0.10 0.03 0.00 4 4- 5 0.13 0.03 0.05 5 5- 6 0.10 0.03 0.02 6 6- 7 0.06 0.02 -0.02 Global Y (in) - 0.00000 - 0.00015 - 0.00043 - 0.00065 - 0.00093 - 0.00114 - 0.00128 - 0.00146 - 0.00156 - 0.00160 - 0.00000 - 0.00057 - 0.00138 - 0.00213 - 0.00269 - 0.00317 - 0.00358 - 0.00382 - 0.00398 - 0.00408 Global Y (K) 0.11819 0.44881 0.56700 J -End Axial Shear (K) (K) -0.12 -0.03 - 0.13 -0.03 -0.10 -0.03 -0.13 -0.03 - 0.10 -0.03 - 0.06 -0.02 Job Page ►k)')1 Date Rotation (rad) - 0.00145 - 0.00087 - 0.00313 - 0.00118 - 0.00483 - 0.00462 - 0.00102 - 0.00263 - 0.00214 - 0.00055 - 0.00160 - 0.00055 - 0.00330 - 0.00081 - 0.00491 - 0.00469 - 0.00067 - 0.00269 - 0.00225 - 0.00003 Moment (K ft) 0.00000 0.00000 0.00000 Moment (K -ft) -- 0.02 - 0.00 0.03 - 0.02 0.02 0.04 Caruso Turley Scott Inc. 10' high X 3' wide long Hi Nodes No I J 7 7- 8 8 8- 9 9 9- 10 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16- 17 16 17- 18 17 18- 19 18 19- 20 19 2- 12 20 3- 13 21 4- 14 22 5- 15 23 6- 16 24 7- 17 25 8- 18 26 9- 19 27 10- 20 Axial (K) 0.08 0.05 0.02 0.45 0.37 0.34 0.25 0.22 0.19 0.11 0.08 0.05 0.01 0.00 0.00 0.01 -0.00 0.00 0.02 -0.01 0.02 Load Combination is 4 AISC Code Checks 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 8- 9 9 9- 10 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16- 17 16 17- 18 17 18- 19 RISA -2D (R) Version 3.03 _ -- I -End Shear (K) 0.01 0.02 - 0.00 0.05 0.04 0.04 0.04 0.03 0.03 0.03 0.01 0.02 - 0.01 0.03 -0.03 0.03 0.03 - 0.02 0.03 0.03 0.02 .6D +.67L +.7E Moment (K ft) 0.02 0.01 -0.01 -0.00 0.05 0.00 0.06 0.01 - 0.02 0.03 0.00 - 0.01 -0.05 0.00 -0.08 0.00 0.00 - 0.06 0.00 0.00 - 0.01 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Axial Shear (K) (K) - 0.08 -0.01 -0.05 -0.02 -0.02 0.00 -0.45 -0.05 -0.37 -0.04 -0.34 -0.04 - 0.25 -0.04 - 0.22 -0.03 - 0.19 -0.03 -0.11 -0.03 -0.08 -0.01 - 0.05 -0.02 -0.01 0.08 - 0.00 0.03 - 0.00 0.09 - 0.01 0.03 0.00 0.03 - 0.00 0.08 - 0.02 0.03 0.01 0.03 - 0.02 0.05 Job Page a' h 2t Date Moment (K -ft) -- -0.01 0.01 0.01 0.03 -0.00 0.04 -0.01 0.02 0.05 -0.00 0.01 0.03 - 0.08 0.00 -0.10 0.00 0.00 - 0.08 0.00 0.00 - 0.03 Caruso Turley Scott Inc. 10' high X 3' wide long direction Load Combination is 5 : .6D +top live +.7E Nodal Displacements Node Global X (in) 1 0.00000 2 0.00537 3 0.02303 4 0.04210 5 0.06888 6 0.11072 7 0.13665 8 0.15711 9 0.18598 10 0.20225- 11 0.00000 12 0.00536 13 0.02302 14 0.04210 15 0.06887 16 0.11072 17 0.13665 18 0.15708 19 0.18603 20 0.20217 RISA -2D (R) Version 3.03 Load Combination is 5 : .6D +top live +.7E Reactions Node 1 11 Totals Load Combination is 5 : Member End Forces Global X (K) - 0.01597 - 0.02183 - 0.03780 .6D +top live +.7E Nodes I -End No I J Axial Shear Moment (K) (K) (K -ft) 1 1- 2 0.01 0.02 0.00 2 2- 3 0.02 0.02 0.02 3 3- 4 0.02 0.02 0.00 4 4- 5 0.04 0.02 0.03 5 5- 6 0.03 0.02 0.01 6 6- 7 0.02 0.01 -0.01 Global Y (in) - 0.00000 - 0.00001 - 0.00006 - 0.00010 - 0.00018 - 0.00025 - 0.00030 - 0.00040 - 0.00047 - 0.00053 - 0.00000 - 0.00027 - 0.00066 - 0.00104 - 0.00132 - 0.00158 - 0.00182 - 0.00198 - 0.00211 - 0.00222 Global Y (K) 0.00977 0.21223 0.22200 J -End Axial Shear (K) (K) - 0.01 -0.02 - 0.02 -0.02 - 0.02 -0.02 - 0.04 -0.02 -0.03 -0.02 - 0.02 -0.01 Job Page NO') Date Rotation (rad) - 0.00079 - 0.00043 - 0.00171 - 0.00061 - 0.00284 - 0.00278 - 0.00060 - 0.00206 - 0.00177 - 0.00057 - 0.00083 - 0.00034 - 0.00176 - 0.00051 - 0.00286 - 0.00280 - 0.00051 - 0.00204 - 0.00193 0.00008 Moment (K -ft) 0.00000 0.00000 0.00000 Moment (K -ft) -- 0.01 -0.00 0.02 -0.01 0.01 0.03 Caruso Turley Scott Inc. 10'high X 3' wide long direction - Nodes No I J 7 7- 8 8 8- 9 9 9- 10 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16- 17 :L6 17- 18 17 18- 19 18 19- 20 19 2- 12 20 3- 13 21 4- 14 22 5- 15 23 6- 16 24 7- 17 25 8- 18 26 9- 19 27 10- 20 Axial (K) 0.04 0.04 0.03 0.21 0.18 0.17 0.13 0.12 0.11 0.07 0.06 0.05 0.00 0.00 0.00 0.00 -0.00 0.00 0.01 -0.01 0.02 RISA -2D (R) Version 3.03 I -End Shear (K) 0.01 0.01 - 0.00 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.01 0.02 -0.01 0.01 - 0.02 0.01 0.01 -0.02 0.01 0.01 0.03 Moment (K ft) 0.02 0.01 - 0.01 -0.00 0.02 0.00 0.03 0.01 - 0.01 0.02 0.00 - 0.01 -0.03 0.00 - 0.05 0.00 0.00 - 0.04 0.00 0.00 - 0.01 Load Combination is 5 : .6D +top live +.7E AISC Code Checks Nodes No I J Maximum 0 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 8- 9 9 9- 10 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16- 17 16 17- 18 17 18- 19 Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Axial Shear (K) (K) - 0.04 -0.01 -0.04 -0.01 - 0.03 0.00 - 0.21 -0.02 - 0.18 -0.02 - 0.17 -0.02 -0.13 -0.02 - 0.12 -0.02 -0.11 -0.02 - 0.07 -0.02 -0.06 -0.01 - 0.05 -0.02 - 0.00 0.03 -0.00 0.01 - 0.00 0.04 - 0.00 0.01 0.00 0.01 - 0.00 0.04 - 0.01 0.01 0.01 0.01 - 0.02 0.05 Job Page 14.1 Date Moment (K -ft) -- -0.01 0.01 0.01 0.01 -0.00 0.02 - 0.01 0.01 0.03 -0.00 0.01 0.03 -0.04 0.00 -0.05 0.00 0.00 - 0.05 0.00 0.00 - 0.03 L Shear Cc CARUSO TURLEY SCOTT INC. consulting structural engineers b. Rio Salado Executive Center 130 South Priest Drive Tempe, Arizona 86281 T: 480. 774 -1700 F: 480-774-1701 1) 1_, . °PsF 6-7 Li. TD L= I. ("1 ;1 10P.SFX 9 o 5.A0 IbS ( Z; Oext, . 6'? 7 •- I Z6y v - " r d (l`Z 6'1 1 Z6 I Shear Distribution: 10' high X 4' long shelf Fp= 126 lbs. level wi hi wiXhi '" ]P `rr eJ- t)rat y % 1 140 0.67 93.8 1.4 1.8 2 140 1.83 256.2 3.8 4.8 3 140 3 420 6.3 7.9 4 140 4.16 582.4 8.7 10.9 5 140 5.33 746.2 11.1 14.0 6 140 6.5 910 13.6 17.1 7 140 7.65 1071 16.0 20.1 8 140 8.82 1234.8 18.4 23.2 9 140 10 1400 20.9 26.3 Job Name Fi Mi(" Ibs) By A IVY? 1.2 8.8 23.6 45.5 74.6 111.0 153.7 204.4 262.7 6714.4 100.0 126.0 885.6 Job No. 0 ' -6 "x Sheet No. i' 61 $r Date 6p'15 CARUSO TURLEY SCOTT INC. consulting structural engineers Rio Salado Executive Center 130 South Priest Drive Tempe, Arizona 85281 T: 480- 774 -1700 F: 480-774-1701 Shear Distribution: Fp= level 10' high X 4' long shelf Job Name Job No. 01'q W6 Sheet No. t O n o 3 i Date . rsCi By - Date u 66 lbs. wi hi wiXhi % Fi Mi(" lbs) 1 60 0.67 40.2 1.0 0.7 0.4 2 60 1.83 109.8 2.7 1.8 3.3 3 60 3 180 4.4 2.9 8.7 4 60 4.16 249.6 6.1 4.0 16.8 5 60 5.33 319.8 7.8 5.2 27.6 6 60 6.5 390 9.6 6.3 41.0 7 60 7.65 459 11.3 7.4 56.8 8 60 8.82 529.2 13.0 8.6 75.5 9 , 180 10 1800 44.1 29.1 291.3 4077.6 100.0 66.0 521.6 y'er14.ALL L ono CA G (A/ W*NJ' U F -1\2r L..6.Vet. C. Caruso Turley Scott Inc. 10'high X 4' wide Units Option Shear Deformation: No P -Delta Effects Redesign Edge Forces A.S.I.F. : No No : No : 1.333 Node No X -Coord Y -Coord (ft) (ft) 1 0.00 0.00 2 0.00 0.67 3 0.00 1.83 4 0.00 3.00 5 0.00 4.17 6 0.00 5.33 7 0.00 6.50 8 0.00 7.67 9 0.00 8.83 10 0.00 10.00 11 1.50 0.00 12 1.50 0.67 13 1.50 1.83 14 1.50 3.00 15 1.50 4.17 16 1.50 5.33 17 1.50 6.50 18 1.50 7.67 19 1.50 8.83 20 1.50 10.00 Material Label steel Elastic Modulus (Ksi) 29000.00 RISA -2D : US Standard AISC Code Checks : 9th Edition ASD Poisson's Ratio 0.30000 (R) Version 3.03 Boundary Conditions X -dof Y -dof Rotation ( in, K /in)---- (in,K /in)--- (r,K -ft /r) R R R R Thermal Coefficient (F) 0.65000 Weight Density (K /ft3) 0.490 Job Page t v.'N)1 Date Temp. (F)- 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Yield Stress (Fy) (Ksi)--- - 36.000 Caruso Turley Scott Inc. 10'high X 4' wide 1 1 - 2 2 2 - 3 3 3 - 4 4 4 - 5 5 5 - 6 6 6 - 7 RISA -2D (R) Version 3.03 Job Page 1 0 ./4 Date Section Database Matl. Area Moment of As y/y Label Shape Set Inertia Coef (in (in column steel 0.22 0.049 1.20 beam steel 0.28 0.232 1.20 I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length (in) - - -- (in) (ft) 1 1 - 2 column 0.67 2 2 - 3 column 1.16 3 3 - 4 column 1.17 4 4 - 5 column 1.17 5 5 - 6 column 1.16 6 6 - 7 column 1.17 7 7 - 8 column 1.17 8 8 - 9 column 1.16 9 9 - 10 column 1.17 10 11 - 12 column 0.67 11 12 - 13 column 1.16 12 13 - 14 column 1.17 13 14 - 15 column 1.17 14 15 - 16 column 1.16 15 16 - 17 column 1.17 16 17 - 18 column 1.17 17 18 - 19 column 1.16 18 19 - 20 column 1.17 19 2 - 12 beam 1.50 20 3 - 13 beam 1 1 1.50 21 4 - 14 beam 1.50 22 5 - 15 beam 1 1 1.50 23 6 - 16 beam 1 1 1.50 24 7 - 17 beam 1.50 25 8 - 18 beam 1 1 1.50 26 9 - 19 beam 1 1 1.50 27 10 - 20 beam 1.50 I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb -in Lb -out Lc In Out Cm Cb (ft) (ft) (ft) Caruso Turley Scott Inc. 10'high X 4' wide I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb -in Lb -out Lc In Out Cm Cb (ft) (ft) (ft) 7 7 - 8 8 8 - 9 9 9 - 10 10 11 - 12 11 12 - 13 12 13 - 14 13 14 - 15 14 15 - 16 15 16 - 17 16 17 - 18 17 18 - 19 18 19 - 20 19 2 - 12 20 3 - 13 21 4 - 14 22 5 - 15 23 6 - 16 24 7 - 17 25 8 - 18 26 9 - 19 27 10 - 20 RISA -2D (R) Version 3.03 BLC Basic Load Case Load Totals No. Description Nodal Point Dist. 1 dead 18 2 live 1 18 3 live 2 2 4 seismic 1 9 5 seismic 2 9 6 live 3 18 Nodal Loads, BLC 1: dead Job Page 1 0 .31 Date Node Number Global X Global Y Moment (K) (K) (K -ft) - - -- 2 0.000 -0.015 0.000 3 0.000 -0.015 0.000 4 0.000 -0.015 0.000 5 0.000 -0.015 0.000 6 0.000 -0.015 0.000 7 0.000 -0.015 0.000 8 0.000 -0.015 0.000 18 0.000 -0.020 -0.020 0.000 19 0.000 0.000 20 0.000 -0.020 0.000 II Nodal Loads, BLC 3: live 2 Node Number Global X Global Y Moment (K) (K) (K -ft) - - -- 10 0.000 -0.030 0.000 II 20 0.000 -0.030 0.000 Caruso Turley Scott Inc. 10'high X 4' wide Nodal Loads, BLC 4: seismic 1 Node Number Global X Global Y Moment (K) (K) (K -ft)---- 2 0.002 0.000 0.000 3 0.005 0.000 0.000 4 0.008 0.000 0.000 5 0.011 0.000 0.000 6 0.014 0.000 0.000 7 0.017 0.000 0.000 8 0.020 0.000 0.000 9 0.023 0.000 0.000 10 0.027 0.000 0.000 Nodal Loads, BLC 5: seismic 2 Node Number Global X Global Y Moment (K) (K) (K-ft)---- 2 0.001 0.000 0.000 3 0.002 0.000 0.000 4 0.003 0.000 0.000 5 0.004 0.000 0.000 6 0.005 0.000 0.000 7 0.006 0.000 0.000 8 0.007 0.000 0.000 9 0.009 0.000 0.000 10 0.030 0.000 0.000 Nodal Loads, BLC 6: live 3 RISA -2D (R) Version 3.03 Job Page 1 O' M1 Date Node Number Global X Global Y Moment (K) (K) (K-ft)---- 2 0.000 -0.030 0.000 3 0.000 -0.030 0.000 4 0.000 -0.030 0.000 5 0.000 -0.030 0.000 6 0.000 -0.030 0.000 7 0.000 -0.030 0.000 8 0.000 -0.030 0.000 9 0.000 -0.030 0.000 10 0.000 -0.030 0.000 12 0.000 -0.030 0.000 13 0.000 -0.030 0.000 14 0.000 -0.030 0.000 15 0.000 -0.030 0.000 16 0.000 -0.030 0.000 Caruso Turley Scott Inc. 10'high X 4' wide RISA -2D (R) Version 3.03 Node Number Global X Global Y Moment (K) (K) (K-ft)---- 17 0.000 -0.030 0.000 18 0.000 -0.030 0.000 19 0.000 -0.030 0.000 20 0.000 -0.030 0.000 Load Combination Self Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V 1 D +.67L +.7E 2 D +top Live +.7E 3 D +L 4 .6D +.67L +.7E 5 .6D +top live +.7E Dynamic Analysis Data Number of modes (frequencies) 3 Basic Load Case for masses None BLC mass direction of action X only Acceleration of Gravity 32.20 ft /sec * *2 Load Combination is 1 : D +.67L +.7E Nodal Displacements 1 1 2 1 4 .7 1 1 3 1 5 .7 1 1 6 1 1 .6 2 1 4 .7 1 .6 3 1 5 .7 Job Page tom. Date Node Global X Global Y Rotation (in) (in) (rad) 1 0.00000 0.00000 - 0.00151 2 0.00940 0.00013 - 0.00049 3 0.04482 0.00019 - 0.00360 4 0.08261 0.00033 - 0.00081 5 0.13511 0.00021 - 0.00576 6 0.21952 0.00017 - 0.00556 7 0.26926 0.00021 - 0.00082 8 0.30187 0.00005 - 0.00326 9 0.34684 - 0.00003 - 0.00280 10 0.37143 OK - 0.00003 - 0.00048 11 0.00000 - 0.00000 - 0.00151 12 0.00940 - 0.00092 - 0.00049 13 0.04482 - 0.00220 - 0.00360 14 0.08261 - 0.00342 - 0.00081 15 0.13511 - 0.00423 - 0.00576 16 0.21951 - 0.00495 - 0.00556 17 0.26925 - 0.00561 - 0.00082 1 1 1 1 1 10' high X 4' wide Node Load Combination is 1 : D +.67L +.7E Reactions Node 1 11 Totals Global X (in) 18 0.30186 19 0.34682 20 0.37141 Global X (K) - 0.04445 - 0.04445 - 0.08890 RISA -2D (R) Version 3.03 Load Combination is 1 : D +.67L +.7E Member End Forces Nodes I -End No I J Axial Shear (K) (K) 1 1- 2 -0.10 0.04 2 2- 3 -0.03 0.04 3 3- 4 -0.06 0.04 4 4- 5 0.05 0.04 5 5- 6 0.02 0.04 6 6- 7 -0.02 0.03 7 7- 8 0.07 0.02 8 8- 9 0.04 0.02 9 9- 10 0.00 0.01 10 11- 12 0.73 0.04 11 12- 13 0.59 0.04 12 13- 14 0.55 0.04 13 14- 15 0.37 0.04 14 15- 16 0.33 0.04 15 16- 17 0.30 0.03 16 17- 18 0.14 0.02 17 18- 19 0.10 0.02 18 19- 20 0.07 0.01 19 2- 12 0.00 -0.11 20 3- 13 0.00 0.00 21 4- 14 0.00 -0.15 22 5- 15 0.00 0.00 23 6- 16 0.00 0.00 24 7- 17 0.01 -0.12 25 8- 18 0.01 0.00 Moment (K -ft) 0.00 0.05 0.00 0.06 0.02 - 0.02 0.03 0.01 - 0.01 - 0.00 0.05 0.00 0.06 0.02 - 0.02 0.03 0.01 -0.01 - 0.08 0.00 - 0.11 0.00 0.00 - 0.09 0.00 Global Y (in) - 0.00591 - 0.00614 - 0.00629 Global Y (K) - 0.10125 0.73125 0.63000 J -End Axial Shear (K) (K) 0.10 -0.04 0.03 -0.04 0.06 -0.04 - 0.05 -0.04 -0.02 -0.04 0.02 -0.03 -0.07 -0.02 - 0.04 -0.02 - 0.00 -0.01 - 0.73 -0.04 -0.59 -0.04 - 0.55 -0.04 - 0.37 -0.04 - 0.33 -0.04 - 0.30 -0.03 -0.14 -0.02 -0.10 -0.02 - 0.07 -0.01 - 0.00 0.11 -0.00 0.00 -0.00 0.15 -0.00 0.00 - 0.00 0.00 - 0.01 0.12 -0.01 0.00 Job Page k• ) Date Rotation (rad) - 0.00326 - 0.00280 - 0.00048 Moment (K ft) 0.00000 0.00000 0.00000 Moment (K -ft) -- 0.03 - 0.00 0.05 - 0.02 0.02 0.06 - 0.01 0.01 0.03 0.03 -0.00 0.05 - 0.02 0.02 0.06 - 0.01 0.01 0.03 -0.08 0.00 -0.11 0.00 0.00 -0.09 0.00 Caruso Turley Scott Inc. 10' high X 4' w dp Nodes - - No I J Axial (K) 26 9- 19 0.01 27 10- 20 0.01 Nodes No I J Maximum 0 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 8- 9 9 9- 10 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16- 17 16 17- 18 17 18- 19 18 19- 20 19 2- 12 20 3- 13 21 4- 14 22 5- 15 23 6- 16 24 7- 17 25 8- 18 26 9- 19 27 10- 20 RISA -2D (R) Version 3.03 I -End Shear Moment (K) (K ft) 0.00 0.00 -0.03 -0.03 Load Combination is 1 : D +.67L +.7E AISC Code Checks Axial (K) -0.01 -0.01 Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - Job Page 1 0.44 Date J -End Shear Moment (K) (K-ft)-- 0.00 0.00 0.03 -0.03 L Shear Caruso Turley Scott Inc. 10'high X 4' wide Load Combination is 2 : D +top Live +.7E Nodal Displacements Node 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Node 1 11 Totals Load Combination is 2 : Member End Forces RISA -2D (R) Version 3.03 Global X -- (in) 0.00000 0.00500 0.02390 0.04425 0.07378 0.12191 0.15099 0.17398 0.20804 0.227594: o1 0.00000 0.00500 0.02390 0.04425 0.07378 0.12190 0.15099 0.17398 0.20803 0.22756 Load Combination is 2 : D +top Live +.7E Reactions Global X (K) - 0.02345 - 0.02345 - 0.04690 D +top Live +.7E Nodes I -End No I J Axial Shear Moment (K) (K) (K-ft) 1 1- 2 -0.08 0.02 0.00 2 2- 3 -0.04 0.02 0.03 3 3- 4 -0.05 0.02 0.00 4 4- 5 0.01 0.02 0.04 5 5- 6 -0.00 0.02 0.01 6 6- 7 -0.02 0.02 -0.01 Global Y (in) 0.00000 0.00010 0.00019 0.00031 0.00028 0.00028 0.00032 0.00022 0.00015 0.00012 - 0.00000 - 0.00052 - 0.00126 - 0.00197 - 0.00247 - 0.00293 - 0.00337 - 0.00360 - 0.00379 - 0.00395 Global Y (K) - 0.08178 0.41178 0.33000 J -End Axial Shear (K) (K) 0.08 -0.02 0.04 -0.02 0.05 -0.02 -0.01 -0.02 0.00 -0.02 0.02 -0.02 Job Page 14.V Date Rotation (rad) - 0.00080 - 0.00027 - 0.00193 - 0.00046 - 0.00326 - 0.00320 - 0.00052 - 0.00238 - 0.00220 - 0.00034 - 0.00080 - 0.00027 - 0.00192 - 0.00046 - 0.00326 - 0.00320 - 0.00052 - 0.00238 - 0.00220 - 0.00034 Moment (K ft) 0.00000 0.00000 0.00000 Moment (K -ft)-- 0.02 -0.00 0.03 -0.01 0.01 0.03 Caruso Turley Scott Inc. 10' high X 4' wide Nodes No I J 7 7- 8 8 8- 9 9 9- 10 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16- 17 16 17- 18 17 18- 19 18 19- 20 19 2- 12 20 3- 13 21 4- 14 22 5- 15 23 6- 16 24 7- 17 25 8- 18 26 9- 19 27 10- 20 Nodes No I J Maximum 0 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 8- 9 9 9- 10 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16- 17 16 17- 18 17 18- 19 Axial (K) 0.05 0.03 0.02 0.41 0.34 0.32 0.23 0.21 0.20 0.10 0.09 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 RISA -2D (R) Version 3.03 I -End Shear (K) 0.02 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.01 0.01 -0.06 0.00 -0.08 0.00 0.00 - 0.08 0.00 0.00 - 0.03 Moment (K- ft) 0.03 0.01 -0.01 - 0.00 0.03 0.00 0.04 0.01 -0.01 0.03 0.01 -0.01 - 0.04 0.00 - 0.06 0.00 0.00 -0.06 0.00 0.00 -0.02 Load Combination is 2 : D +top Live +.7E AISC Code Checks Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Axial Shear (K) (K) - 0.05 -0.02 - 0.03 -0.01 - 0.02 -0.01 - 0.41 -0.02 - 0.34 -0.02 - 0.32 -0.02 - 0.23 -0.02 - 0.21 -0.02 - 0.20 -0.02 - 0.10 -0.02 -0.09 -0.01 -0.07 -0.01 - 0.00 0.06 -0.00 0.00 - 0.00 0.08 - 0.00 0.00 - 0.00 0.00 - 0.00 0.08 - 0.00 0.00 -0.00 0.00 -0.01 0.03 Job Page " Date Moment (K -ft) -- - 0.01 0.01 0.02 0.02 - 0.00 0.03 -0.01 0.01 0.03 - 0.01 0.01 0.02 -0.04 0.00 -0.06 0.00 0.00 - 0.06 0.00 0.00 -0.02 L Shear Caruso Turley Scott Inc. 10'high X 4' wide Load Combination is 3 : D +L Nodal Displacements Node Load Combination is 3 : D +L Reactions Node 1 11 Totals Global X (in) 1 0.00000 2 0.00000 3 0.00000 4 0.00000 5 0.00000 6 - 0.00000 7 - 0.00000 8 - 0.00000 9 - 0.00000 10 - 0.00000 11 0.00000 12 0.00000 13 0.00000 14 0.00000 15 0.00000 16 - 0.00000 17 - 0.00000 18 - 0.00000 19 - 0.00000 20 - 0.00000 Global X (K) - 0.00000 - 0.00000 - 0.00000 Load Combination is 3 : D +L Member End Forces RISA -2D (R) Version 3.03 Nodes I -End No I J Axial Shear Moment (K) (K) (K -ft) 1 1- 2 0.41 0.00 0.00 2 2- 3 0.36 0.00 0.00 3 3- 4 0.31 0.00 -0.00 4 4- 5 0.27 0.00 0.00 5 5- 6 0.22 0.00 0.00 6 6- 7 0.18 0.00 -0.00 Global Y (in) - 0.00000 - 0.00051 - 0.00130 - 0.00199 - 0.00258 - 0.00307 - 0.00347 - 0.00377 - 0.00396 - 0.00406 - 0.00000 - 0.00051 - 0.00130 - 0.00199 - 0.00258 - 0.00307 - 0.00347 - 0.00377 - 0.00396 - 0.00406 Global Y (K) 0.40500 0.40500 0.81000 J -End Axial Shear (K) (K) - 0.41 -0.00 - 0.36 -0.00 - 0.31 -0.00 -0.27 -0.00 -0.22 -0.00 - 0.18 -0.00 Job Page t ?.w/ Date Rotation (rad) - 0.00000 0.00000 - 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 - 0.00000 - 0.00000 - 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Moment (K- ft) 0.00000 0.00000 0.00000 Moment (K -ft) -- 0.00 0.00 0.00 0.00 0.00 0.00 Caruso Turley Scott Inc. 10'high X 4' wide Nodes =_ I -End = No I J Axial Shear Moment (K) (K) (K -ft) 7 7- 8 0.13 0.00 -0.00 8 8- 9 0.09 0.00 0.00 9 9- 10 0.04 -0.00 -0.00 10 11- 12 0.41 0.00 -0.00 11 12- 13 0.36 0.00 0.00 12 13- 14 0.31 0.00 -0.00 13 14- 15 0.27 0.00 0.00 14 15- 16 0.22 0.00 -0.00 15 16- 17 0.18 0.00 -0.00 16 17- 18 0.13 0.00 0.00 17 18- 19 0.09 0.00 0.00 18 19- 20 0.04 -0.00 -0.00 19 2- 12 -0.00 -0.00 -0.00 20 3- 13 0.00 0.00 0.00 21 4- 14 0.00 -0.00 -0.00 22 5- 15 -0.00 0.00 0.00 23 6- 16 -0.00 0.00 0.00 24 7- 17 0.00 -0.00 -0.00 25 8- 18 -0.00 0.00 0.00 26 9- 19 -0.00 0.00 0.00 27 10- 20 0.00 0.00 0.00 Load Combination is 3 : D +L AISC Code Checks Nodes No I J Maximum 0 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 8- 9 9 9- 10 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16- 17 16 17- 18 17 18- 19 RISA -2D (R) Version 3.03 Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Axial Shear (K) (K) -0.13 -0.00 - 0.09 -0.00 - 0.04 0.00 - 0.41 -0.00 - 0.36 -0.00 -0.31 -0.00 - 0.27 -0.00 - 0.22 -0.00 - 0.18 -0.00 - 0.13 -0.00 - 0.09 -0.00 - 0.04 0.00 0.00 0.00 - 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 0.00 -0.00 -0.00 Job Page tO. 4 G Date L Moment (K -ft) -- 0.00 0.00 0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 0.00 0.00 -0.00 0.00 -0.00 0.00 0.00 -0.00 0.00 0.00 0.00 Shear Caruso Turley Scott Inc. 10'hiah X 4' wide Load Combination is 4 : .6D +.67L +.7E Nodal Displacements Node 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Node 1 11 Totals Load Combination is 4 : Member End Forces RISA -2D (R) Version 3.03 Global X -- (in) 0.00000 0.00940 0.04482 0.08261 0.13511 0.21952 0.26926 0.30187 0.34684 0.37143 0.00000 0.00940 0.04482 0.08261 0.13511 0.21951 0.26925 0.30186 0.34682 0.37141 Load Combination is 4 : .6D +.67L +.7E Reactions Global X (K) - 0.04445 - 0.04445 - 0.08890 Nodes - - -• I -End No I J Axial Shear (K) (K) 1 1- 2 -0.16 0.04 2 2- 3 -0.08 0.04 3 3- 4 -0.10 0.04 4 4- 5 0.02 0.04 5 5- 6 -0.01 0.04 6 6- 7 -0.04 0.03 .6D +.67L +.7E Moment (K ft) 0.00 0.05 0.00 0.06 0.02 -0.02 Global Y (in) 0.00000 0.00020 0.00036 0.00059 0.00055 0.00058 0.00067 0.00055 0.00050 0.00051 - 0.00000 - 0.00085 - 0.00203 - 0.00315 - 0.00388 - 0.00454 - 0.00514 - 0.00541 - 0.00561 - 0.00574 Global Y (K) - 0.15525 0.67725 0.52200 J -End Axial Shear (K) (K) 0.16 -0.04 0.08 -0.04 0.10 -0.04 -0.02 -0.04 0.01 -0.04 0.04 -0.03 Job Page444 Date Rotation (rad) - 0.00151 - 0.00049 - 0.00360 - 0.00081 - 0.00576 - 0.00556 - 0.00082 - 0.00326 - 0.00280 - 0.00048 - 0.00151 - 0.00049 - 0.00360 - 0.00081 - 0.00576 - 0.00556 - 0.00082 - 0.00326 - 0.00280 - 0.00048 Moment (K- ft) 0.00000 0.00000 0.00000 Moment (K -ft) -- 0.03 - 0.00 0.05 - 0.02 0.02 0.06 Caruso Turley Scott Inc. 10'high X 4' wide Nodes No I J 7 7- 8 8 8- 9 9 9- 10 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16- 17 16 17- 18 17 18- 19 18 19- 20 19 2- 12 20 3- 13 21 4- 14 22 5- 15 23 6- 16 24 7- 17 25 8- 18 26 9- 19 27 10- 20 Load Combination is 4 : .6D +.67L +.7E AISC Code Checks Nodes No I J Maximum 0 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 8- 9 9 9- 10 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16- 17 16 17- 18 17 18- 19 Axial (K) 0.05 0.02 -0.00 0.68 0.54 0.51 0.33 0.30 0.27 0.12 0.09 0.06 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 RISA -2D (R) Version 3.03 I -End Shear (K) 0.02 0.02 0.01 0.04 0.04 0.04 0.04 0.04 0.03 0.02 0.02 0.01 - 0.11 0.00 - 0.15 0.00 0.00 - 0.12 0.00 0.00 - 0.03 Moment (K ft) 0.03 0.01 - 0.01 - 0.00 0.05 0.00 0.06 0.02 - 0.02 0.03 0.01 - 0.01 -0.08 0.00 -0.11 0.00 0.00 -0.09 0.00 0.00 - 0.03 Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Axial Shear (K) (K) - 0.05 -0.02 - 0.02 -0.02 0.00 -0.01 -0.68 -0.04 - 0.54 -0.04 -0.51 -0.04 - 0.33 -0.04 - 0.30 . -0.04 -0.27 -0.03 -0.12 -0.02 - 0.09 -0.02 -0.06 -0.01 - 0.00 0.11 - 0.00 0.00 -0.00 0.15 - 0.00 0.00 - 0.00 0.00 -0.01 0.12 - 0.01 0.00 -0.01 0.00 -0.01 0.03 Job Page "3 gX: Date Moment (K -ft) -- - 0.01 0.01 0.03 0.03 -0.00 0.05 -0.02 0.02 0.06 -0.01 0.01 0.03 - 0.08 0.00 - 0.11 0.00 0.00 - 0.09 0.00 0.00 -0.03 L Shear Caruso Turley Scott Inc. 10' high X 4' wide Load Combination is 5 : .6D +top live +.7E Nodal Displacements Node 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Node 1 11 Totals Load Combination is 5 : Member End Forces RISA -2D (R) Version 3.03 Global X -- (in) 0.00000 0.00500 0.02390 0.04425 0.07378 0.12191 0.15099 0.17398 0.20804 0.22759+ 014 0.00000 0.00500 0.02390 0.04425 0.07378 0.12190 0.15099 0.17398 0.20803 0.22756 Load Combination is 5 : .6D +top live +.7E Reactions Global X (K) - 0.02345 - 0.02345 - 0.04690 Nodes I -End No I J Axial Shear (K) (K) 1 1- 2 -0.14 0.02 2 2- 3 -0.09 0.02 3 3- 4 -0.10 0.02 4 4- 5 -0.02 0.02 5 5- 6 -0.03 0.02 6 6- 7 -0.04 0.02 .6D +top live +.7E Moment (K- ft) 0.00 0.03 0.00 0.04 0.01 -0.01 Global Y (in) 0.00000 0.00017 0.00036 0.00057 0.00062 0.00069 0.00078 0.00072 0.00068 0.00066 - 0.00000 - 0.00045 - 0.00109 - 0.00171 - 0.00213 - 0.00252 - 0.00291 - 0.00309 - 0.00326 - 0.00341 Global Y (K) - 0.13578 0.35778 0.22200 J -End Axial Shear (K) (K) 0.14 -0.02 0.09 -0.02 0.10 -0.02 0.02 -0.02 0.03 -0.02 0.04 -0.02 Job Page 10,71 Date Rotation (rad) - 0.00080 - 0.00027 - 0.00193 - 0.00046 - 0.00326 - 0.00320 - 0.00052 - 0.00238 - 0.00220 - 0.00034 - 0.00080 - 0.00027 - 0.00192 - 0.00046 - 0.00326 - 0.00320 - 0.00052 - 0.00238 - 0.00220 - 0.00034 Moment (K- ft) 0.00000 0.00000 0.00000 Moment (K -ft) -- 0.02 -0.00 0.03 -0.01 0.01 0.03 Caruso Turley Scott Inc. 10'high X 4' wide Nodes No I J 7 7- 8 8 8- 9 9 9- 10 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16- 17 16 17- 18 17 18- 19 18 19- 20 19 2- 12 20 3- 13 21 4- 14 22 5- 15 23 6- 16 24 7- 17 25 8- 18 26 9- 19 27 10- 20 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 8- 9 9 9- 10 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16- 17 16 17- 18 17 18- 19 _ = I -End Axial Shear (K) (K) 0.03 0.02 0.02 0.01 0.01 0.01 0.36 0.02 0.29 0.02 0.28 0.02 0.19 0.02 0.18 0.02 0.17 0.02 0.09 0.02 0.08 0.01 0.07 0.01 0.00 -0.06 0.00 0.00 0.00 -0.08 0.00 0.00 0.00 0.00 0.00 -0.08 0.00 0.00 0.00 0.00 0.01 -0.03 Nodes No I J Maximum 0 RISA -2D (R) Version 3.03 Moment (K -ft) 0.03 0.01 -0.01 - 0.00 0.03 0.00 0.04 0.01 - 0.01 0.03 0.01 -0.01 - 0.04 0.00 - 0.06 0.00 0.00 - 0.06 0.00 0.00 -0.02 Load Combination is 5 : .6D +top live +.7E AISC Code Checks Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Axial Shear (K) (K) -0.03 -0.02 -0.02 -0.01 - 0.01 -0.01 - 0.36 -0.02 -0.29 -0.02 -0.28 -0.02 - 0.19 -0.02 - 0.18 -0.02 - 0.17 -0.02 -0.09 -0.02 - 0.08 -0.01 - 0.07 -0.01 - 0.00 0.06 - 0.00 0.00 - 0.00 0.08 -0.00 0.00 - 0.00 0.00 -0.00 0.08 -0.00 0.00 -0.00 0.00 -0.01 0.03 Job Page ( 71- Date Moment (K -ft) -- - 0.01 0.01 0.02 0.02 -0.00 0.03 - 0.01 0.01 0.03 - 0.01 0.01 0.02 - 0.04 0.00 -0.06 0.00 0.00 -0.06 0.00 0.00 - 0.02 L Shear Caruso Turley Scott Inc. 10'high X 4' wide long direction Units Option : US Standard AISC Code Checks : 9th Edition ASD Shear Deformation: No P -Delta Effects Redesign Edge Forces A.S.I.F. Material Label steel No : No No : 1.333 Node No X -Coord Y -Coord (ft) (ft) 1 0.00 0.00 2 0.00 0.67 3 0.00 1.83 4 0.00 3.00 5 0.00 4.17 6 0.00 5.33 7 0.00 6.50 8 0.00 7.67 9 0.00 8.83 10 0.00 10.00 11 4.00 0.00 12 4.00 0.67 13 4.00 1.83 14 4.00 3.00 15 4.00 4.17 16 4.00 5.33 17 4.00 6.50 18 4.00 7.67 19 4.00 8.83 20 4.00 10.00 Elastic Modulus (Ksi) 29000.00 RISA -2D (R) Version 3.03 Poisson's Ratio 0.30000 Boundary Conditions X -dof Y -dof Rotation ( in, K /in)---- (in,K /in)--- (r,K -ft /r) R R R R Thermal Coefficient (F) 0.65000 Weight Density (K /ft3) 0.490 Job Page IQ- Date Temp. (F)- 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Yield Stress (Fy) (Ksi)--- - 36.000 Caruso Turley Scott Inc. 10'high X 4' wide long direction 1 1 - 2 2 2 - 3 3 3 - 4 4 4 - 5 5 5 - 6 6 6 - 7 RISA -2D (R) Version 3.03 Job Page I tt>') 1 Date Section Database Matl. Area Moment of As y/y Label Shape Set Inertia Coef (in"2) (in"4) column steel 0.22 0.049 1.20 beam steel 0.28 0.232 1.20 I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length (in) - - -- (in) (ft) 1 1 - 2 column 0.67 2 2 - 3 column 1.16 3 3 - 4 column 1.17 4 4 - 5 column 1.17 5 5 - 6 column 1.16 6 6 - 7 column 1.17 7 7 - 8 column 1.17 8 8 - 9 column 1.16 9 9 - 10 column 1.17 10 11 - 12 column 0.67 11 12 - 13 column 1.16 12 13 - 14 column 1.17 13 14 - 15 column 1.17 14 15 - 16 column 1.16 15 16 - 17 column 1.17 16 17 - 18 column 1.17 17 18 - 19 column 1.16 18 19 - 20 column 1.17 19 2 - 12 beam 4.00 20 3 - 13 beam 1 1 4.00 21 4 - 14 beam 4.00 22 5 - 15 beam 1 1 4.00 23 6 - 16 beam 1 1 4.00 24 7 - 17 beam 4.00 25 8 - 18 beam 1 1 4.00 26 9 - 19 beam 1 1 4.00 27 10 - 20 beam 4.00 I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb -in Lb -out Lc In Out Cm Cb (ft) (ft) (ft) Caruso Turley Scott Inc. 10'high X 4' wide long direction 7 7 - 8 8 8 - 9 9 9 - 10 10 11 - 12 11 12 - 13 12 13 - 14 13 14 - 15 14 15 - 16 15 16 - 17 16 17 - 18 17 18 - 19 18 19 - 20 19 2 - 12 20 3 - 13 21 4 - 14 22 5 - 15 23 6 - 16 24 7 - 17 25 8 - 18 26 9 - 19 27 10 - 20 Member Distributed Loads,BLC 1: dead RISA -2D (R) Version 3.03 Job Page ► , 1, Date I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb -in Lb -out Lc In Out Cm Cb - -- (ft) (ft) (ft) BLC Basic Load Case Load Totals No. Description Nodal Point Dist. 1 dead 9 2 live 1 9 3 live 2 1 4 seismic 1 9 5 seismic 2 9 6 live 3 9 Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location (K/ft,F) (K/ft,F) (ft) (ft)---- 19 2 - 12 Y -0.010 -0.010 0.000 4.000 20 3 - 13 Y -0.010 -0.010 0.000 4.000 21 4 - 14 Y -0.010 -0.010 0.000 4.000 22 5 - 15 Y -0.010 -0.010 0.000 4.000 23 6 - 16 Y -0.010 -0.010 0.000 4.000 24 7 - 17 Y -0.010 -0.010 0.000 4.000 25 8 - 18 Y -0.010 -0.010 0.000 4.000 Caruso Turley Scott Inc. 10'high X 4' wide long direction Start No Node Node Dir Magnitude (K /ft, F) Memb I J 26 9 - 19 Y -0.010 27 10 - 20 Y -0.010 Member Distributed Loads,BLC 2: live 1 Memb I J No Node Node Dir 19 2 - 12 Y 20 3 - 13 Y 21 4 - 14 Y 22 5 - 15 Y 23 6 - 16 Y 24 7 - 17 Y 25 8 - 18 Y 26 9 - 19 Y 27 10 - 20 Y Member Distributed Loads,BLC 3: live 2 Start No Node Node Dir Magnitude (K /ft, F) 27 10 - 20 Y -0.150 Memb I J Nodal Loads, BLC 4: seismic 1 Node Number 2 3 4 5 6 7 8 9 10 Start Magnitude (K /ft, F) - 0.010 - 0.010 - 0.010 - 0.010 -0.010 - 0.010 -0.010 -0.010 - 0.010 Global X (K) 0.002 0.005 0.008 0.011 0.014 0.017 0.020 0.023 0.026 Nodal Loads, BLC 5: seismic 2 RISA -2D (R) Version 3.03 End Magnitude (K /ft, F) -0.010 - 0.010 End Magnitude (K/ft,F) - 0.010 - 0.010 - 0.010 - 0.010 - 0.010 - 0.010 - 0.010 - 0.010 -0.010 End Magnitude (K /ft, F) - 0.150 Global Y (K) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Start Location (ft) 0.000 0.000 Start Location (ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Start Location (ft) 0.000 Job Page I0. S Date End Location (ft)---- 4.000 4.000 End Location (ft)---- 4.000 4.000 4.000 4.000 4.000 4.000 4.000 4.000 4.000 End Location (ft)---- 4.000 Moment (K-ft)----- 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Caruso Turley Scott Inc. l 0 ' hi gh X 4 I wide long H rPrt ion Node Number 2 3 4 5 6 7 8 9 10 1 D +.67L +.7E 2 D +top live +.7E 3 D +L 4 .6D +.67L +.7E 5 .6D +top live +.7E Dynamic Analysis Data Global X (K) 0.001 0.002 0.003 0.004 0.005 0.006 0.008 0.009 0.030 Member Distributed Loads,BLC 6: live 3 Memb I J Start No Node Node Dir Magnitude (K/ft,F) 19 2 - 12 Y -0.015 20 3 13 Y -0.015 21 4 - 14 Y -0.015 22 5 - 15 Y -0.015 23 6 - 16 Y -0.015 24 7 - 17 Y -0.015 25 8 - 18 Y -0.015 26 9 - 19 Y -0.015 27 10 - 20 Y -0.015 Load Combination Self Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V 1 1 1 1 1 1 1 .6 1 .6 Number of modes (frequencies) . Basic Load Case for masses BLC mass direction of action Acceleration of Gravity RISA -2D (R) Version 3.03 End Magnitude (K /ft, F) - 0.015 -0.015 -0.015 -0.015 - 0.015 - 0.015 -0.015 - 0.015 -0.015 2 1 4 .7 3 1 5 .7 6 1 2 1 4 .7 3 1 5 .7 Global Y (K) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3 None X only 32.20 ft /sec * *2 Start Location (ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Job Page ►3.5") Date Moment (K- ft) - - -- 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 End Location (ft) - - -- 4.000 4.000 4.000 4.000 4.000 4.000 4.000 4.000 4.000 1 1 1 1 1 Caruso Turley Scott Inc. 10'high X 4' wide long direction Load Combination is 1 : D +.67L +.7E Nodal Displacements Node Global X (in) 1 0.00000 2 0.01482 3 0.05980 4 0.10808 5 0.17075 6 0.26347 7 0.32080 8 0.35900 9 0.40631 10 0.43113 4- -194 11 0.00000 12 0.01474 13 0.05980 14 0.10809 15 0.17063 16 0.26354 17 0.32077 18 0.35886 19 0.40640 20 0.43098 RISA -2D (R) Version 3.03 Load Combination is 1 : D +.67L +.7E Reactions Node 1 11 Totals Load Combination is 1 : Member End Forces Global X (K) - 0.02530 - 0.06290 - 0.08820 D +.67L +.7E Nodes I -End No I J Axial Shear Moment (K) (K) (K ft) 1 1- 2 0.21 0.03 0.00 2 2- 3 0.21 0.04 0.04 3 3- 4 0.17 0.03 0.00 4 4- 5 0.18 0.03 0.05 5 5- 6 0.14 0.04 0.02 6 6- 7 0.10 0.02 -0.03 Global Y (in) - 0.00000 - 0.00026 - 0.00071 - 0.00108 - 0.00148 - 0.00178 - 0.00201 - 0.00224 - 0.00239 - 0.00245 - 0.00000 - 0.00065 - 0.00159 - 0.00246 - 0.00312 - 0.00368 - 0.00416 - 0.00445 - 0.00466 - 0.00477 Global Y (K) 0.20566 0.51434 0.72000 J -End Axial Shear (K) (K) - 0.21 -0.03 -0.21 -0.04 - 0.17 -0.03 -0.18 -0.03 - 0.14 -0.04 -0.10 -0.02 Job Page PO.58 Date Rotation (rad) - 0.00204 - 0.00146 - 0.00415 - 0.00194 - 0.00634 - 0.00606 - 0.00166 - 0.00348 - 0.00277 - 0.00093 - 0.00231 - 0.00088 - 0.00447 - 0.00127 - 0.00648 - 0.00619 - 0.00102 - 0.00359 - 0.00300 0.00009 Moment (K ft) 0.00000 0.00000 0.00000 Moment (K -ft) -- 0.02 -0.00 0.04 -0.02 0.03 0.05 Caruso Turley Scott Inc. i 0 high x 4' wide long direction Nodes No I J 7 7- 8 8 8- 9 9 9- 10 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16- 17 16 17- 18 17 18- 19 18 19- 20 19 2- 12 20 3- 13 21 4- 14 22 5- 15 23 6- 16 24 7- 17 25 8- 18 26 9- 19 27 10- 20 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 8- 9 9 9- 10 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16- 17 16 17- 18 17 18- 19 I -End Axial Shear (K) (K) 0.11 0.01 0.07 0.02 0.03 -0.01 0.51 0.06 0.43 0.05 0.39 0.05 0.30 0.05 0.26 0.03 0.22 0.04 0.13 0.04 0.09 0.01 0.05 0.03 0.01 -0.00 -0.00 0.04 -0.00 -0.02 0.02 0.04 -0.01 0.04 0.01 -0.01 0.02 0.04 -0.01 0.04 0.03 0.03 Load Combination is 1 : D +.67L +.7E AISC Code Checks Nodes No I J Maximum 0 RISA -2D (R) Version 3.03 Moment (K -f t) 0.02 0.01 -0.02 - 0.00 0.06 0.00 0.07 0.01 -0.02 0.04 0.00 -0.01 -0.06 0.00 - 0.09 0.00 0.00 - 0.07 0.00 0.00 - 0.01 Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Axial Shear (K) (K) -0.11 -0.01 -0.07 -0.02 -0.03 0.01 -0.51 -0.06 - 0.43 -0.05 - 0.39 -0.05 -0.30 -0.05 - 0.26 -0.03 - 0.22 -0.04 - 0.13 -0.04 -0.09 -0.01 - 0.05 -0.03 -0.01 0.08 0.00 0.04 0.00 0.10 -0.02 0.04 0.01 0.04 - 0.01 0.09 -0.02 0.04 0.01 0.04 - 0.03 0.05 Job Page 0.517 Date Moment (K -ft) -- -0.01 0.02 0.01 0.04 - 0.00 0.06 - 0.01 0.02 0.07 - 0.00 0.01 0.04 -0.10 0.00 - 0.13 0.00 0.00 -0.11 0.00 0.00 -0.04 L Shear Caruso Turley Scott Inc. 10'high X 4' wide long direction Load Combination is 2 : D +top live +.7E Nodal Displacements Node 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Global X -- (in) 0.00000 0.00803 0.03255 0.05913 0.09512 0.14948 0.18409 0.21154 0.24771 0.26915 0.00000 0.00799 0.03255 0.05913 0.09507 0.14951 0.18413 0.21125 0.24862 0.26836 Load Combination is 2 : D +top live +.7E Reactions Node 1 11 Totals Load Combination is 2 : Member End Forces Global X (K) - 0.01440 - 0.03320 - 0.04760 RISA -2D (R) Version 3.03 D +top live +.7E Nodes I -End = No I J Axial Shear Moment (K) (K) (K-ft) 1 1- 2 0.39 0.01 -0.00 2 2- 3 0.39 0.02 0.02 3 3- 4 0.37 0.02 0.00 4 4- 5 0.38 0.02 0.03 5 5- 6 0.36 0.02 0.01 6 6- 7 0.34 0.01 -0.01 Global Y (in) - 0.00000 - 0.00049 - 0.00133 - 0.00214 - 0.00298 - 0.00376 - 0.00451 - 0.00528 - 0.00599 - 0.00667 - 0.00000 - 0.00072 - 0.00188 - 0.00301 - 0.00402 - 0.00499 - 0.00591 - 0.00673 - 0.00750 - 0.00822 Global Y (K) 0.38611 0.57389 0.96000 J -End Axial Shear (K) (K) - 0.39 -0.01 - 0.39 -0.02 - 0.37 -0.02 - 0.38 -0.02 - 0.36 -0.02 - 0.34 -0.01 Job Page lt' Date Rotation (rad) - 0.00111 - 0.00078 - 0.00228 - 0.00107 - 0.00368 - 0.00361 - 0.00099 - 0.00285 - 0.00127 - 0.00446 - 0.00125 - 0.00049 - 0.00244 - 0.00073 - 0.00376 - 0.00366 - 0.00075 - 0.00243 - 0.00340 0.00375 Moment (K- ft) 0.00000 0.00000 0.00000 Moment (K -ft) -- 0.01 -0.00 0.02 -0.01 0.01 0.03 Caruso Turley Scott Inc. 10'high X 4' wide long direction Nodes No I J 7 7- 8 8 8- 9 9 9- 10 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16- 17 16 17- 18 17 18- 19 18 19- 20 19 2- 12 20 3- 13 21 4- 14 22 5- 15 23 6- 16 24 7- 17 25 8- 18 26 9- 19 27 10- 20 Axial (K) 0.35 0.33 0.31 0.57 0.53 0.51 0.46 0.44 0.42 0.37 0.35 0.33 0.01 -•0.00 -•0.00 0.01 -0.00 -•0.01 0.05 -0.16 0.14 RISA -2D (R) Version 3.03 I -End Shear (K) 0.00 0.05 - 0.12 0.03 0.03 0.03 0.03 0.02 0.02 0.03 - 0.02 0.14 - 0.00 0.02 -0.01 0.02 0.02 -0.01 0.02 0.02 0.31 Moment (K ft) 0.02 0.01 -0.04 -0.00 0.03 0.00 0.04 0.01 - 0.01 0.03 - 0.00 0.02 -0.03 0.00 - 0.05 0.00 0.00 -0.05 0.00 0.00 0.09 Load Combination is 2 : D +top live +.7E AISC Code Checks Nodes No I J Maximum 0 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 8- 9 9 9- 10 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16- 17 16 17- 18 17 18- 19 Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Axial Shear (K) (K) - 0.35 -0.00 - 0.33 -0.05 - 0.31 0.12 - 0.57 -0.03 - 0.53 -0.03 - 0.51 -0.03 -0.46 -0.03 -0.44 -0.02 - 0.42 -0.02 - 0.37 -0.03 -0.35 0.02 -0.33 -0.14 - 0.01 0.04 0.00 0.02 0.00 0.05 - 0.01 0.02 0.00 0.02 0.01 0.05 -0.05 0.02 0.16 0.02 -0.14 0.33 Job Page ► *.41 Date Moment (K -ft)-- -0.01 0.04 -0.09 0.02 - 0.00 0.03 -0.01 0.01 0.04 0.00 -0.02 0.14 - 0.05 0.00 -0.07 0.00 0.00 - 0.07 0.00 0.00 - 0.14 L Shear Caruso Turley Scott Inc. 10'high X 4' wide long direction Load Combination is 3 : D +L Nodal Displacements Node Load Combination is 3 : D +L Reactions Node 1 11 Totals Global X (in) 1 - 0.00000 2 0.00005 3 - 0.00001 4 - 0.00001 5 0.00006 6 - 0.00006 7 - 0.00000 8 0.00006 9 - 0.00008 10 0.00006 11 0.00000 12 - 0.00005 13 0.00001 14 0.00001 15 - 0.00006 16 0.00006 17 0.00000 18 - 0.00006 19 0.00008 20 - 0.00006 Global X (K) 0.02350 - 0.02350 0.00000 Load Combination is 3 : D +L Member End Forces RISA -2D (R) Version 3.03 Nodes I -End No I J Axial Shear Moment (K) (K) (K -ft) 1 1- 2 0.45 -0.02 0.00 2 2- 3 0.40 -0.01 -0.01 3 3- 4 0.35 -0.01 -0.00 4 4- 5 0.30 -0.01 -0.01 5 5- 6 0.25 0.01 0.00 6 6- 7 0.20 -0.01 -0.00 Global Y (in) - 0.00000 - 0.00057 - 0.00144 - 0.00221 - 0.00287 - 0.00342 - 0.00386 - 0.00419 - 0.00440 - 0.00451 - 0.00000 - 0.00057 - 0.00144 - 0.00221 - 0.00287 - 0.00342 - 0.00386 - 0.00419 - 0.00440 - 0.00451 Global Y (K) 0.45000 0.45000 0.90000 J -End Axial Shear (K) (K) - 0.45 0.02 -0.40 0.01 -0.35 0.01 -0.30 0.01 - 0.25 -0.01 -0.20 0.01 Job Page fa , 410 Date Rotation (rad) 0.00017 - 0.00036 0.00020 - 0.00042 0.00009 0.00008 - 0.00040 0.00007 0.00014 - 0.00063 - 0.00017 0.00036 - 0.00020 0.00042 - 0.00009 - 0.00008 0.00040 - 0.00007 - 0.00014 0.00063 Moment (K ft) 0.00000 0.00000 0.00000 Moment (K -ft)-- -0.02 0.00 -0.01 -0.00 0.00 -0.01 Caruso Turley Scott Inc. 10'high X 4' wide long direction Nodes No I J 7 7- 8 8 8- 9 9 9- 10 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16- 17 16 17- 18 17 18- 19 18 19- 20 19 2- 12 20 3- 13 21 4- 14 22 5- 15 23 6- 16 24 7- 17 25 8- 18 26 9- 19 27 10- 20 Axial (K) 0.15 0.10 0.05 0.45 0.40 0.35 0.30 0.25 0.20 0.15 0.10 0.05 0.02 -•0.00 -•0.00 0.02 -0.02 -0.00 0.02 -•0.03 0.02 Nodes No I J Maximum 0 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 8- 9 9 9- 10 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16- 17 16 17- 18 17 18- 19 RISA -2D (R) Version 3.03 I -End Shear (K) -0.01 0.-01 -0.02 0.02 0.01 0.01 0.01 -0.01 0.01 0.01 -0.01 0.02 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 Load Combination is 3 : D +L AISC Code Checks Moment (K ft) - 0.01 0.00 - 0.01 -0.00 0.01 0.00 0.01 -0.00 0.00 0.01 -0.00 0.01 0.02 0.00 0.02 0.00 0.00 0.02 0.00 0.00 0.02 Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Axial Shear (K) (K) - 0.15 0.01 -0.10 -0.01 -0.05 0.02 - 0.45 -0.02 -0.40 -0.01 - 0.35 -0.01 - 0.30 -0.01 -0.25 0.01 - 0.20 -0.01 -0.15 -0.01 - 0.10 0.01 - 0.05 -0.02 -0.02 0.05 0.00 0.05 0.00 0.05 - 0.02 0.05 0.02 0.05 0.00 0.05 -0.02 0.05 0.03 0.05 - 0.02 0.05 Job Page (I) GI Date L Moment (K -ft) -- -0.00 0.01 -0.02 0.02 -0.00 0.01 0.00 - 0.00 0.01 0.00 - 0.01 0.02 - 0.02 0.00 - 0.02 0.00 0.00 -0.02 0.00 0.00 - 0.02 Shear Caruso Turley Scott Inc. 10'high X 4' wide long direction RISA -2D (R) Version 3.03 Load Combination is 4 : .6D +.67L +.7E Nodal Displacements Node Global X (in) 1 0.00000 2 0.01482 3 0.05980 4 0.10809 5 0.17074 6 0.26348 7 0.32080 8 0.35899 9 0.40633 10 0.43112 11 0.00000 12 0.01475 13 0.05979 14 0.10809 15 0.17064 16 0.26353 17 0.32077 18 0.35887 19 0.40639 20 0.43099 Load Combination is 4 : .6D +.67L +.7E Reactions Node 1 11 Totals Load Combination is 4 : Member End Forces Global X (K) - 0.02906 - 0.05914 - 0.08820 Nodes I -End No I J Axial Shear (K) (K) 1 1- 2 0.13 0.03 2 2- 3 0.14 0.04 3 3- 4 0.11 0.04 4 4- 5 0.13 0.03 5 5- 6 0.10 0.04 6 6- 7 0.07 0.02 .6D +.67L +.7E Moment (K -f t) 0.00 0.05 0.00 0.06 0.02 -0.03 Global Y (in) - 0.00000 - 0.00017 - 0.00048 - 0.00072 - 0.00102 - 0.00124 - 0.00139 - 0.00157 - 0.00168 - 0.00173 - 0.00000 - 0.00056 - 0.00136 - 0.00211 - 0.00266 - 0.00313 - 0.00354 - 0.00378 - 0.00395 - 0.00405 Global Y (K) 0.13366 0.44234 0.57600 J -End Axial Shear (K) (K) -0.13 -0.03 -0.14 -0.04 -0.11 -0.04 -0.13 -0.03 -0.10 -0.04 -0.07 -0.02 Job Page 4 4 . (, "4 Date Rotation (rad) - 0.00206 - 0.00140 - 0.00418 - 0.00188 - 0.00636 - 0.00607 - 0.00159 - 0.00349 - 0.00280 - 0.00083 - 0.00228 - 0.00094 - 0.00444 - 0.00133 - 0.00647 - 0.00618 - 0.00108 - 0.00358 - 0.00298 - 0.00001 Moment (K- ft) 0.00000 0.00000 0.00000 Moment (K -ft)-- 0.02 - 0.00 0.04 - 0.02 0.03 0.05 Caruso Turley Scott Inc. 10'high X 4' wide long direction Nodes No I J 7 7- 8 8 8- 9 9 9- 10 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16- 17 16 17- 18 17 18- 19 18 19- 20 19 2- 12 20 3- 13 21 4- 14 22 5- 15 23 6- 16 24 7- 17 25 8- 18 26 9- 19 27 10- 20 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 8- 9 9 9- 10 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16- 17 16 17- 18 17 18- 19 Axial (K) 0.08 0.05 0.02 0.44 0.37 0.34 0.25 0.22 0.19 0.11 0.08 0.05 0.01 0.00 0.00 0.02 -0.01 0.01 0.02 -0.01 0.02 Nodes No I J Maximum 0 RISA -2D (R) Version 3.03 I -End Shear (K) 0.02 0.02 -0.00 0.06 0.05 0.05 0.05 0.03 0.04 0.03 0.01 0.02 - 0.01 0.03 - 0.02 0.03 0.03 -0.01 0.03 0.03 0.02 Moment (K ft) 0.02 0.01 -0.02 - 0.00 0.06 0.00 0.07 0.02 - 0.02 0.04 0.00 -0.01 - 0.07 0.00 - 0.10 0.00 0.00 - 0.08 0.00 0.00 - 0.01 Load Combination is 4 : .6D +.67L +.7E AISC Code Checks Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Axial Shear (K) (K) - 0.08 -0.02 -0.05 -0.02 -0.02 0.00 - 0.44 -0.06 -0.37 -0.05 - 0.34 -0.05 -0.25 -0.05 - 0.22 -0.03 - 0.19 -0.04 - 0.11 -0.03 -0.08 -0.01 - 0.05 -0.02 -0.01 0.07 - 0.00 0.03 - 0.00 0.09 -0.02 0.03 0.01 0.03 -0.01 0.08 - 0.02 0.03 0.01 0.03 - 0.02 0.05 Job Page r G Date Moment (K -ft) -- - 0.01 0.02 0.01 0.04 - 0.00 0.05 -0.02 0.02 0.07 - 0.00 0.01 0.04 -0.10 0.00 -0.13 0.00 0.00 -0.11 0.00 0.00 - 0.04 L Shear Caruso Turley Scott Inc. 10'high X 4' wide long direction Load Combination is 5 : .6D +top live +.7E Nodal Displacements Node 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Node 1 11 Totals RISA -2D (R) Version 3.03 Global X (in) 0.00000 0.00802 0.03255 0.05913 0.09511 0.14949 0.18409 0.21153 0.24772 0.26914E 0/4 0.00000 0.00800 0.03255 0.05913 0.09508 0.14950 0.18413 0.21126 0.24860 0.26837 Load Combination. is 5 : .6D +top live +.7E Reactions Global X (K) - 0.01816 - 0.02944 - 0.04760 Load Combination is 5 : .6D +top live +.7E Member End Forces Nodes I -End No I J Axial Shear (K) (K) 1 1- 2 0.31 0.02 2 2- 3 0.32 0.02 3 3- 4 0.31 0.02 4 4- 5 0.33 0.02 5 5- 6 0.32 0.02 6 6- 7 0.31 0.02 Moment (K ft) 0.00 0.03 0.00 0.03 0.01 -0.01 Global Y (in) - 0.00000 - 0.00040 - 0.00110 - 0.00179 - 0.00252 - 0.00322 - 0.00389 - 0.00461 - 0.00529 - 0.00595 - 0.00000 - 0.00063 - 0.00165 - 0.00266 - 0.00356 - 0.00444 - 0.00529 - 0.00606 - 0.00679 - 0.00750 Global Y (K) 0.31411 0.50189 0.81600 J -End Axial Shear (K) (K) - 0.31 -0.02 - 0.32 -0.02 - 0.31 -0.02 - 0.33 -0.02 -0.32 -0.02 -0.31 -0.02 Job Page • 0 Date Rotation (rad) - 0.00114 - 0.00072 - 0.00231 - 0.00100 - 0.00370 - 0.00363 - 0.00092 - 0.00286 - 0.00129 - 0.00436 - 0.00122 - 0.00055 - 0.00240 - 0.00080 - 0.00374 - 0.00364 - 0.00081 - 0.00241 - 0.00337 0.00364 Moment (K ft) 0.00000 0.00000 0.00000 Moment (K -ft) -- 0.01 -0.00 0.02 -0.01 0.01 0.03 II l0'high X 4' wide long direction Caruso Turley Scott Inc. Nodes No I J 7 7- 8 8 8- 9 9 9- 10 10 11- 12 11 12- 13 12 13- 14 :L3 14- 15 14 15- 16 15 16- 17 16 17- 18 17 18- 19 18 19- 20 19 2- 12 20 3- 13 21 4- 14 22 5- 15 23 6- 16 24 7- 17 25 8- 18 26 9- 19 27 10- 20 Load Combination is 5 : .6D +top live +.7E AISC Code Checks Nodes No I J Maximum 0 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 8- 9 9 9- 10 10 11- 12 11 12- 13 12 13- 14 13 14- 15 14 15- 16 15 16- 17 16 17- 18 17 18- 19 I -End Axial Shear (K) (K) 0.32 0.01 0.31 0.05 0.30 -0.11 0.50 0.03 0.47 0.03 0.46 0.03 0.41 0.02 0.40 0.02 0.39 0.02 0.35 0.03 0.34 -0.02 0.32 0.13 0.00 -0.01 0.00 0.01 0.00 -0.02 0.01 0.01 -0.00 0.01 - 0.01 -0.02 0.05 0.01 - 0.15 0.01 0.13 0.30 RISA -2D (R) Version 3.03 Moment (K ft) 0.02 0.01 - 0.04 0.00 0.03 0.00 0.04 0.01 -0.01 0.03 -0.00 0.02 -0.04 0.00 - 0.06 0.00 0.00 - 0.05 0.00 0.00 0.09 Member Quarter Points 1/4 1/2 3/4 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - J -End Axial Shear (K) (K) - 0.32 -0.01 -0.31 -0.05 - 0.30 0.11 - 0.50 -0.03 - 0.47 -0.03 - 0.46 -0.03 - 0.41 -0.02 - 0.40 -0.02 -0.39 -0.02 - 0.35 -0.03 - 0.34 0.02 -0.32 -0.13 - 0.00 0.03 -0.00 0.01 - 0.00 0.04 - 0.01 0.01 0.00 0.01 0.01 0.04 - 0.05 0.01 0.15 0.01 - 0.13 0.32 Job Page r%).t,' 1 Date Moment (K -f t) -- -0.01 0.04 - 0.09 0.02 -0.00 0.03 -0.01 0.01 0.04 0.00 - 0.02 0.14 - 0.05 0.00 -0.07 0.00 0.00 - 0.07 0.00 0.00 - 0.14 L Shear CARUSO TURLEY SCOTT INC. consulting structural engineers Rio Salado Executive Center 130 South Priest Drive Tempe, Arizona 85281 T: 480.774 -1700 F: 480. 774 -1701 3E Job Name Job No. % ''4 6 Sheet No. r 0. 6 By ‘1,46 Date VII e CARUSO TURLEY SCOTT INC. consulting structural engineers Rio Salado Executive Center 130 South Priest Odve Tempe, Arizona 85281 T: 480 -774 -1700 F: 480-774-1701 C. v wi to \oi.Aw.r-e- s [_�L telrlS : ,214 ti !) a , 411-5 O 'Z " 0 2`t5. -4. Job Name By (r. ya.s )(.0 (I.s +1. s) o i'4 GA >V - .'>6 S; (9 Job No. (33'1jG 1 /6 VA GA C.o —, ;, O' 4 1 (C "4r) -f . , ()I.% ,5 Z(, p U1 I. = ,o� °t co § Z `tS� r — T Sheet No. 1 0.61 Date ° 443 CARUSO TURLEY SCOTT, INC. 130 S. Priest Drive Tempe, AZ 85281 Rev: 580002 User. KW- 0600624, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description beam I General information Type... #1 Rectangular #2 Rectangular Summary Total Area X cg Dist. Y cg Dist. Height 0.0750 in Width Height 2.6750 in Width Title : Dsgnr: Description : Scope : Built -Up Section Properties 1.1250 in 0.0750 in X cg -0.5250 in 0.0000 in Ixx 0.232 in4 r roc 0.2850 in2 iYY 0.025 in4 r yy 0.1554 in Edge Distances from CG... 0.9679 in +X 0.1929 in S left -X -0.9321 in S right +Y 1.0054 in S top -Y - 1.7446 in S bottom Job # Date: 11:18AM, 30 MAY 08 Yog 0.0000 in - 1.3750 in 0.9022 in 0.2983 in 0.0272 in3 0.1315 in3 0.2307 in3 0.1330 in3 Page 1 Rev: 580002 User: KW -0600624, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description column L General Information CARUSO TURLEY SCOTT, INC. 130 S. Priest Drive Tempe, AZ 85281 Type... #1 Rectangular Height 0.0750 in Width #2 Rectangular Height 1.4250 in Width Summary Total Area X cg Dist. Y cg Dist. 0.2194 in2 0.3654 in 0.3654 in Scope : Built -Up Section Properties Title : Job # Dsgnr: Date: 11.32AM, 30 MAY 08 Description : / kV/ 1 1.5000 in 0.0750 in X cg -0.7125 in 0.0000 in bp( 0.049 in4 r roc lyy 0.049 in4 r yy Edge Distances from CG... +X 0.4029 in S left -X - 1.0971 in S right +Y 0.4029 in S top -Y - 1.0971 in S bottom Y cg 0.0000 in -0.7500 in 0.4725 in 0.4725 in 0.0446 in3 0.1215 in3 0.1215 in3 0.0446 in3 Page 1 CARUSO TURLEY SCOTT INC. consulting structural engineers E E r !`"} v ' l .! O '# 7 ter' F, = . 6Cse)= cR,MJNE 1rtOAJ a • s'46 „ 4 ) ` 1 v' r e rcr Rio Salado Executive Center 130 South Priest Drive Tempe, Arizona 85281 T; 480 - 774 -1700 F: 480-774-1701 Loxf� f 3 ?-O ' 01 Z : i /r-s,vrr leolvx 1 z- "jt > 3a0 " ' elf"Aii.-eN +JN eyd $ 60 it Job Name Job No. O y 4 l6 Sheet No. 1 " ? By ' Date 6- CARUSO TURLEY ScOTT INC. consulting structural engineers c a : •'VOIX Rio Salado Executive Center 130 South Priest Drive Tempe, Arizona 85281 T: 480 - 774 -1700 F: 480 -774 -1701 I, Z . 'Sac 1,0 Ks F; L S,M :7 r 2 - 5. IC,1 F 4 80 KSa F._ - F t o , 1. Job Name Job No. 05 \A Sheet No. tC By r Date G I )4 s77 „9 �a. CARUSO TURLEY SCOTT INC. consulting structural engineers Rio Salado Executive Center 130 South Priest Drive Tempe, Arizona 85281 T:480- 774 -1700 F: 480.774 -1701 � ± f .0 .11 ?� r r . �, - 7' , ? t r ... • en 1 2 4 0 4 o f 7 •P / 2 , 2 IjzZAo e 4e tx -115 Job Name Job No. OQ '` M b Sheet No. ►e.')1 By Date / 24•-f # ( � � .(t `3 7(, .1 � r : ♦� � ,, se 1, 0 x Z °,e „ (51-1-,r3 G r> 14-:► L T t: W %k r tr'r U L: t' J" gAV 1 V4dt -A 40 1+ o �� = ATV' \rep, s !0;1`4t.3'P Project Info Project Address 633 SOUTHCENTER PKWY Date 1/23/2008 SPACE ,1150 For Building Department Use SEATTLE, WA 98188 Applicant Name: FOSSIL Applicant Address: s - Fill out this line on PRJ -SUM Applicant Phone: 6 - Fill out this line on PRJ -SUM 2006 Washington State Nonresidential Ene gy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form JeCt Summary PRJ -SUM, RUE, COPY r'' :A : m� P J 9 1 � No. ..' avas s. +vcsa.va :+rati=3.7.4'aaainaw+• Revised July 2007 C p r - ' + ri, a•♦•''J /� I 1 T` !' LI'1 FEB 1 9 2008 PEHMI T CEIVI-ER Cooling Equipment Schedule Equip. ID Equip. ID Brand Name' Model No. Capacity Btu /h Total CFM OSA CFM or Econo? SEER or EER NA IPLV Location VAV - 1 TRANE VCCF12 NA 1400 NA NA NA FOSSIL sales, return plenum Applicant Address: 5 - Fill out this line on PRJ -SUM Applicant Phone: 6 - Fill out this line on PRJ -SUM Fan Equipment Schedule Equip. ID Brand Name Model No. CFM SP' HP /BHP Flow Control Location of Service NA NA For Building Dept. Use SEATTLE, WA 98188 Applicant Name: FOSSIL Applicant Address: 5 - Fill out this line on PRJ -SUM Applicant Phone: 6 - Fill out this line on PRJ -SUM Heating Equipment Schedule Equip. ID Brand Name' Model No. Capacity Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency NA For Building Dept. Use SEATTLE, WA 98188 Applicant Name: FOSSIL Applicant Address: 5 - Fill out this line on PRJ -SUM Applicant Phone: 6 - Fill out this line on PRJ -SUM Project Info Project Address 633 SOUTECENTER PKWY Date 1/23/2008 SPACE 1150 For Building Dept. Use SEATTLE, WA 98188 Applicant Name: FOSSIL Applicant Address: 5 - Fill out this line on PRJ -SUM Applicant Phone: 6 - Fill out this line on PRJ -SUM chancal Summary MECH -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. Includes Plans Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 Revised July 2007 Compliance Option ® Simple System Q Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. 'If available ap cab 2 As tested accordi t o! �TTable 14 -1A through 14 -1G. 3 If required. 'COP, HSPF, Combustion Efficiency, or AFUE, as of types: vab') ivo e�y A'/), otstant volume (CV), or variable speed (VS). k N. System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: 0 Constant vol? 0 Split system? Air cooled? 0 Economizer included? 0 Packaged sys? <20,000 Btuh? If Heating Only: El <5000 cfm? 0 <70% outside air? Decision Flowchart START V System Type Heating Only No (Complex Systems 2006 Washington State Nonresidential Energy Code Compliance rorm Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. <70% OSA Econo ncluded? Use Complex Systems (section 1430) ingle Package Unit? Simple System Allowed (section 1420) .ol Ca. <20,000 Btu h? otal Ca . wo economize <240,000 Btuh or 10 %? plit Syste < =84,000 Btuh? Outd or Adjacent to utdoor of Ca <54,000 Btuh? Yes Reference Section 1421 Yes Heating /Cooling Air Coole\ or Cooling Only Constant Vol ? / Yes Yes Reference Section 1423 Yes Yes I Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. 2006 Washington ote a ermit Plans Checklist MECH -CHK 'Mech anica 2006 Washington State Nonresidential Energy Code Compliance Forms 633 SOUTHCENTER PKWY Date 1/23/2008 Project Address The following information is necessary to check a mechanical permit application for compliance with the mechan•cal requirements in the Washington State Nonresidential Energy Code. `Information Required Applicability Code (yes, no, n.a.) ` Section Component HVAC REQUIREMENTS (Sections 1401 -1424) a. n.a. n.a. yes n.a. n.a. n.a. yes yes n.a. n.a. yes yes n.a. n.a. ye s n.a. n.a. n.a. yes yes yes yes n.a. yes yes n .a. yes n.a. yes n.a. n,a. n.a. n.a. n.a. If" 1411 14114 1411.1 1411.1 1412 1412.1 1412.2 1412.3 1412.4 1412.4.1 1412.4.2 1412.5 1412.6 1412.7 1412.8 1422 1423 1413 1413.1 1413.1 1413.2 1413.3 1413.4 1414 1414.1 1414.2 1415.1 1416 1416.2.1 1416.2.2 -3 1416.74 1416.2.5 1434 1440 1441 1442 1443 1452 1452 1453 1454 1454 rcfed f Equipment performance List heat pumps on schedule Pkg. elec. htg.& cig. Minimum efficiency Combustion htg. HVAC controls Temperature zones Deadband control Humidity control Automatic setback Dampers Optimum Start Heat pump control Combustion htg. Balancing Ventilation Control Thermostat interlock Economizers Air economizers Air Econo Operation Wtr Econo Operation Water Econo Doc Integrated operation Humidification Indicate direct evap or fog atomization w/ air economizer Ducting systems Duct sealing Duct insulation Piping insulation Commissioning Sys.Bal & Func.Test Commissioning Comm. Report Separate air sys. Service water htg. Elec. water heater Shut -off controls Pipe Insulation Heat Pump COP Heater Efficiency Pool heater controls Pool covers Pools 90+ degrees • Equipment schedule with type, capacity, efficiency Indicate intermittent ignition, flue /draft damper & jacket loss Indicate locations on plans Indicate 5 degree deadband minimum Indicate humidistat Indicate thermostat with night setback and 7 diff. day types Indicate damper location and auto. controls & max. leakage Indicate optimum start controls Indicate microprocessor on thermostat schedule indicate modulating or staged control Indicate balancing features on plans Indicate demand control ventilation for high- occupancy areas Indicate thermostat interlock on plans Indicate 100% capability on schedule Indicate 100% capacity at 45 degF db & 40 deg F wb Indicate cig load & water econoe & cig tower performance Indicate capability for partial cooling Indicate sealing necessary Indicate R -value of insulation on duct Completion Requirements Provide commissioning plan Indicate air and water system balancing & functional testing Indicate O &M manuals, record drawings, staff training Indicate requirements for prelim. & final commissioning report Indicate R -10 insulation under tank Indicate automatic shut -off Indicate R -value of insulation on piping Indicate minimum COP of 4.0 Indicate pool heater efficiency Indicate switch and 65 degree control Indicate vapor retardant cover Indicate R -12 pool cover d I Location Building Department on Plans Notes M1 .1 M3.1 143.1 M 1.1 143.1 M1.1,3 M3.1 M3.1 143.1 P1.1 P1 .2 Revised July 2007 Equipment schedule Indicate R -value of insulation on piping P1.2 Indicate separate systems on plans yes [ Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp; economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) no" is cl or any question, provi a exp anation: 2006 Washington State Nonresidential Energy Code Compliance Forms Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. 2006 Washington State Nonresidential Energy Code Compliance 1-orm anical Permit Plans Checklist MECH-CHK Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu /h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu /h (65 kW). including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may he calculated by using ASHRAE Standard 124 -1991 Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following. 1411.4 Packaged Electric Heating and coo ing Equipment. P ackageu eI l equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut - Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set fdr seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hour's. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2 Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Healing and cooling systems with design supply Revised July 2007 1412.8 Ventilation Controls for High Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted ° terminal equipment lacking airside economizer, at outside air temperatures of 45 dry- bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry -bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246- 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 2006 Washington State Nonresidential Energy Code Compliance Forms Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. 2006 Washington State Nonresidential Energy Code Compliance 1-orm anical Permit Plans Checklist MECH-CHK Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu /h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu /h (65 kW). including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may he calculated by using ASHRAE Standard 124 -1991 Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following. 1411.4 Packaged Electric Heating and coo ing Equipment. P ackageu eI l equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut - Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set fdr seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hour's. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2 Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Healing and cooling systems with design supply Revised July 2007 1412.8 Ventilation Controls for High Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted ° terminal equipment lacking airside economizer, at outside air temperatures of 45 dry- bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry -bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246- 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying 20 06 Washings n t a t !No u n supply r 141'1.4.2 Optimum Start Controls: Heating and cooling systems design capacities exceeding 10,000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time of an HVAC system each day to bring the space to desired occupied temperature levels i mmediately before scheduled occupancy. The control algorithm shall, as a setpoin aridethe function of the temperature and occupied occupancy. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start -up, set- up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate iwhentors}. supplemental heating is being used through visual means (e.g., LED 1412 6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btulh shall have modulating or staged combustion control 000 EXCEPTIONS 1 Boilers. 2. Radiant heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. IIQI 1-, ,v, 2 are isolated from the exterior with an with Section 1412.4.1. Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14 -5 requirements. Other ducts and plenums shall be thermally insulated per Table 14 -5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a zone that serves that zone. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -6. Exception: Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51 -26) 1416 Completion Requirem (Refer to NREC Section 1416 and the Building fo Cmmissioning and guidelines lr for buildings Association, completion and commissioning requirements.) Project Info Project Address 633 SOUTHCENTER PKWY Date 1/23/2008 SPARE #11so For Building Department Use SEATTLE, WA 98188 Applicant Name: FOSSIL Applicant Address: 2280 NORTH GREENVILLE AVE. RICHARDSON, TX Applicant Phone: 972- 699 -9363 2U06 Washington State Nonresidential Energy Uode compliance Form I ummafy 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address 633 SOUTHCENTER PKWY Date 1/23/2008 SPARE #1150 For Building Department Use SEATTLE, WA 98188 Applicant Name: FOSSIL Applicant Address: 2280 NORTH GREENVILLE AVE. RI CHARD SON, TX Applicant Phone: 972 -699 -9363 Project Description ❑ Plans Included requirements. .) New Building ❑ Addition ❑ Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option Q Prescriptive G Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) Occupancy Description Allowed Watts per ft 2 ' Area in ft Allowed x Area SALES RETAIL SALES 1.50 1221.0 1831.5 SALES DISPLAY CREDIT PER TABLE 15 -1, FOOTNOTE #10 1.50 1221.0 1831.5 STOCK ROOM STORAGE /OFFICE 1.00 199.0 199.0 TOILET TOILET 0.80 58.0 46.4 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 3908.4 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed SALES TYPE S TRACK HEAD 26 44.0 1144.0 SALES TYPE W TRACK HEAD 16 44.0 P 704.0 SALES TYPE B PENDANT 2 11.0 22.0 SALES TYPE B -1 PENDANT 2 11.0 22.0 SALES TYPE B -2 PENDANT 2 11.0 22.0 SALES TYPE Q TRACK HEAD 20 23.0 460.0 SALES TYPE R TRACK HEAD 12 44.0 528.0 SALES TYPE A DOWN LIGHT 2 50.0 100.0 STOCK ROOM TYPE E1 2x4 FLUORESCENT 3 93.0 279.0 TOILET TYPE El. 2x4 FLUORESCENT 1 93.0 93.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 3374.0 I i tterior Lighting Summary LTG -INT 2006 Weshngton State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage Proposed Lighting Wattage Revised July 2007 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. se' LPA (W /sf) 0.9 Use Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches) LPA` (W /sf) 1.0 Automotive facility convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations 1.0 Cafeterias, fast food establishments, restaurants/bars' 1.3 Post office 1.1 Dormitory 1.0 Retail retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers Theater, motion picture Theater, performing arts Transportation 1.2 1.2 1.6 1.0 Gymnasia assembly spaces 1.0 1.0 1.2 Health care clinic Hospital, nursing homes, and other Group I -1 and 1 -2 Occupancies Hotel /motel 1.0 Warehouses", storage areas 0.5 Hotel banquet/conference /exhibition hall : 2.0 1.8 Workshops Parking garages 1.4 0.2 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) Laundries 1.2 Libraries 1.3 Plans Submitted for Common Areas Only 1.2 ,, 0.8 Manufacturing facility 1.3 Main floor building lobbies (except mall concourses) Common areas, corridors, toilet facilities and washrooms, elevator lobbies Museum 1.1 Prescriptive Spaces O ccupant y Q Warehouses, storage areas or aircraft storage hangers .0 Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) ❑ Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5 -60 watt T -1, T -2, T -4, T -5, T -8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. htin 2006 Washington State Nonresidential Energy Code Compliance Forms . ., ,C4... „�, _,, ,�� .,.,,,,r.,,.. ,.,,• , V,,,, Revised July 2007 TABLE 15 -1 Unit Lighting Power Allowance (LPA Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter - height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. L y ght ng, (Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address 633 SOUTRCENTER PKWY Date 1/23/2008 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Ene gy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations E1.1 yes 1513.2 Area controls Maximum limit per switch E1.1 n. a. 1513.3 Daylight zone control Schedule with type and features, indicate locations p. a. vertical glazing Indicate vertical glazing on plans r.. a . overhead glazing Indicate overhead glazing on plans yes 1513.4 Display /exhib /special indicate separate controls E1. 1513.5 Exterior shut -off Schedule with type and features, indicate location n.a. (a) timer w/backup Indicate location n.a. (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location n.a. 1513.6.1 (a) occup. sensors Schedule with type and locations n.a. 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans n.a. 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) yes 1514 IMax. watts 'Indicate watts for each exit sign 1E1.1 5 WATTS LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached, Schedule with fixture types, lamps, ballasts, watts per fixture n.a. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture ' MOTORS (Section 1511) n. a. I 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency L TRANSFORMERS (Section 1540) yes 1540 (Transformers Indicate size and efficiency E1. I If "no" is circled for any question, provide explanation: ACTIVITY NUMBER: D08 -092 DATE: 06 -26 -08 PROJECT NAME: FOSSIL SITE ADDRESS: 846 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # DEPARTMENTS: o Building Division n. Public Works TUES/THURS ROUTING: Please Route Approved Notation: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Structural Review Required OO 1 1 -off Fire Prevention Structural Response to Incomplete Letter # X Revision # 2 After Permit Issued Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -01 -08 Complete N6 Incomplete n Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 07 -29 -08 Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -092 PROJECT NAME: FOSSIL SITE ADDRESS: 846 SOUTHCENTER MALL Original Plan Submittal DATE: 04 -30 -08 Response to Incomplete Letter # Response to Correction Letter # X Revision # ' After Permit Issued DE ARTMENTS: Bui d( g ''vision TUES/THURS ROU ING: • PERMIT COORD C0M PLAN REVIEW /ROUTING SLIP I I4, -k°6 Fire Prevention Please Route Structural Review Required APPROVALS CORRECTIONS: Approved Approved with Conditions ❑ Documents/routing slip.doc 2 -28 -02 n CI Planning Division Permit Coordinator n Public Works Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05 -01 -08 Complete Ff Incomplete H Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE: 05 -29 -08 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: •ERMIT COORD COPY • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D08 - 092 DATE: 02 - - PROJECT NAME: FOSSIL SITE ADDRESS: 846 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Bui d g'D'fvis on Public Works FIZI J I-r1M - 2 - ? -1 -06 5(1 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete R Incomplete Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2-28-02 7' APPROVALS OR CORRECTIONS: Structural Review Required Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: LETTER OF COMPLETENESS MAILED: n No further Review Required REVIEWER'S INITIALS: DATE: DATE: Planning Division Permit Coordinator DUE DATE: 02-21-08 DUE DATE: 03-20-08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 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.ci.tukwila.wa.us • • Date: t12 Plan ChecWPermit Number: Z ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Er Revision # 2. after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Project Name: 1Q 5 S Project Address: VIA $6 It IA ems, 4 /214 11 Contact Person: / 7a�G gdeiti pct Phone Number: Summary of Revision: Sheet Number(s): / � FA "Cloud" or highlight all areas of revision including date of revision Created: 8 -13 -2004 5 ruc.,1'-7-tr e -eJo.:s ( Fty > ,� S e 1 P_ l l 0 Steven M. Mullet, Mayor Steve Lancaster, Director ?1k- - 2 23 CITY OF TUKINn.A !JUN 26 2008 PERMIT CENT L. Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 6/ '04. " - ) lapplications\forms- applications on line\revision submittal • 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.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ❑ Q ❑ Plan Check/Permit Number: Response to Incomplete Letter # Response to Correction Letter # Revision # I after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner — o9Z Steven M. Mullet, Mayor Steve Lancaster, Director Project Name: P 1 Project Address: AO e- 4 (a �. ► .. . tc _ (A)c3.. a eli ■ Contact Person: 'b i r L Phone Number: rar� quo- 3 - G l `'lLko Summary of Revision: r■Pel•..l t -Nr,. i, l,2 etat RECEIVED CRY OP r 110/41A APR 4f9 200g Sheet Number(s): 40,a , Al. f 4-I , �,4 1,3 A'l • ( l Aa.o (� 1.I i A2-1- A A3,n CCCSEEPI "Cloud" or highlight all areas of l evision includitg date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on lapplicationslforms- applications on Iinerrevision submittal Created: 8 -13 -2004 Revised: 02/12/08 Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 Tenant improvement permit for Fossil, Tukwila Permit No. POb iy is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy for the herein named tenant space will not be issued until the "shell" Building Permit No. has received final inspection approval from the Building Division This condition is hereby acknowledged by: Print Name: Pete Italiano Title': Tenant Project/Construction Manager Tenant Name: Fossil Acknowledgement to be signed by the responsible officer of the tenant • • R ECEIVED CITY OF t't1►M+R FEB 19 2008 PERMIT CENTER Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 _ Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 I Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 King County Department of Natural Resources and Parks Wastewater Treatment Division Non- Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type rs4( 5&...4-h.r e rad. i Property Street 4c1 ress p� I SS A t ,i,J1 ' � � t � State ZIP Owner's Name Subdivision Name Lot # Subdiv. # �n , B _ I # Building Name i N ' c 4 1 kf ! �' I ( 0_) (il4l�ble ) --14 Owner's Phone Number (with Area Code ( C ) 2 U V �,�((r� 5 Property Contact Phone Number (with Area Code) Owner's Mailing Addres � I 1120 I/3 1sli N t r-e-- h u2 A. Fixture Um s Fixture Units x Number of Fixtures = Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units -_ 20 Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206-684-1740. I certify that the information given is correct. I under and that the capacity charge levied will be based on this information and any deviation will require resubmission of corre ted t for determination of a revised capacity charge. Signature of Owner /Representative Date 2 ! ` Print Name of Owner/Representative Itw�wti 1058 (Rev. 9/071 • Total Fixture Units I t i• RCE Lb' Property Tax ID # Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? 0 Yes 0 No Was building on Sanitary Sewer? 0 Yes 0 No Was Sewer connected before 2/1/90? 0 Yes 0 No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? 0 Yes 0 No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B RCE White Kinn Cn,,nty Vallnw — I neat Cawar Ananev Prat — Cawor r, ■ett.r..a. RCE Ct' It A FEB 1 [UUa PEHMIIT CENTER License Information License ROYALSC093RJ Licensee Name ROYAL SEAL CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601234119 Ind. Ins. Account Id Business Type CORPORATION Address 1 124 MCMAKIN RD Address 2 City BARTONVILLE County OUT OF STATE State TX Zip 76226 Phone 8174916400 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 12/11/1991 Expiration Date 1/15/2010 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date COLLEY, KENNETH E 01/01/1980 MITCHELL, JAMES S 01/01/1980 COLLEY, ROBIN C 01/01/1980 C T CORPORATION SYSTEM AGENT 01/01/1980 Look Up a Contractor, Electron or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I 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. Bond Information Bond Bond Company Bond Account Name Number WA Effective Date Expiration Date Cancel Date • Impaired Date Bond Amount Received Date Page 1 of 3 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= ROYALSC093RJ 04/21/2008 9/16 0 I loX2' �T P EMBEDMENT. DM ANCHOR NIH. ANGLE POST WELDED TO FOOTPLATE (FALL FACE PERIMETER ''LLD) 2-1/25c3-1/4N3/16. Ff TPLATIE TOP V1E 3 ;1 /4'x4'xSIl &' FOOTPLATE T WELDED TO FOOTPLATE WELD) TEE POST CONNECTION S N.T.S. GA. SHEET METAL BASE 1/20 EXPANSION ANCHORS (1 REO!'D PER COLUMN) PALLET RACK POST ANCHOR SCALE N.T.S. DUN I RIVET !AMS 5/16# , RIVETS (TVs) 1/4' MIN. .EHB DHENT Date: REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE; Rave ncl de plan r ew fe s al . and may FILE COPY = Pent* 190 ',Deify No., Plar review approval Is subject to errors and omrsi; r . Approval of construction documents does not authosizo the violation of any adopted code or ordinance. Flec.2 r o+ approv lc Copy , d condiltions is acknows4ioc, : By RECEIVED JUN 2 6 2008 PERMIT CENTEF FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES AND INTERPRETATION OF DRAWINGS ON SHEET S_ AND TYPICAL DETAIL SHEETS. THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY —NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WRITTEN SIGNATURE PROJECT NUMBER 08446 PROJECT MANAGER RAD PROJECT ENGINEER RAD PROJECT DRAFTER DKS CARUSO • TURLEY• SCOTT. INC 1 consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774 -1700 (774 -1701 FAX) co 221038 • H N I N F': io O ■ aN U I 3 W a p ■ Ul U O N O b0 0.00 in 5 0 N -p P4 5 d ��E U Et • JOB NO. 08446 ENGINEER C DRAWN DKS J RAD J CHECKED RAD DATE 6-4-08 TITLE STRUCTURAL DETAILS SCALE AS NOTED SHEET EQ1 FOI i 3 '1.9' 1 INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STR IRAL NOTES AND INTERPRETATION OF DRAWINGS ON SHEET S_ AND TYPICAL DETAIL SHEETS. THESE DRAWINGS /CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED Itil H. WRITTEN SIGNATURE. PROJECT NUMBER 08446 PROJECT MANAGER RAD PROJECT ENGINEER RAD PROJECT DRAFTER DKS CARUSO • R" SCOTT• INC consulting TU structu en 1215 West Rio Salado Parkway, Su 200 Tempe, Arizona 85281 (480) 774 -1700 (774 -1701 FAX) 0 a • QDR 36/48 QDR 36/48 QDR 36/48 QDR 36/48 / 4' -0i" / / 3' --0i" QDR 36/48 QDR 36/48 QDR 36/48 S P / / " 10' -0" HIGH SHELF 8' -0" HIGH SHELF SINGLE RIVET BEAM PER 6 /EQ1 - TYP POST PER 1/EQ1 - TYP TYP ALL 4 CORNERS AS OCCURS INGLE RIVET BEAM ER 6 /EQ1 - TYP OST PER 1/EQ1 TYP TYP ALL 4 CORNERS AS OCCURS QDR 18 QDR 18 QDR 18 QDR 18 SINGLE R PER 6/E ��POST PE - TYP AS OC QDR 22.5 1 1. SHELF SURFACE = 5/8" PARTICLE BOARD -- TYP. 2. FOR QDR - SEE 5 /EQ1. 3. MAX. SHELF CAPACITY = 120# /SHELF. 4. SHELF STEEL: Fy=30 KSI COLUMN STEEL: Fy=50 KSI VET BEAM 1 -TYP 1/EQ1 CURS QDR 22.5 QDR 22.5 �- -P05T PE - TYP AS OC 3 EQ1 TYP ALL 4 CORNERS SINGLE RIVET BEAM PER 6/EQ1 - TYP R 1/EQ1 CURS GENERAL STRUCTURAL NOTES (APPLY UNLESS NOTED OTHERWISE ON DRAWINGS) BUILDING CODE: 2006 EDITION OF THE INTERNATIONAL BUILDING CODE. LOADS: UVE LOAD = 120 LBS. PER SHELF DEAD LOAD = 10 PSF. LATERAL: SEISMIC: SEISMIC IMPORTANCE FACTOR = 1.0. ONE SECOND SPECTRAL ACCELERATION S1 = .489. STRUCTURAL STEEL: GENERAL ALL CONSTRUCTION PER LATEST AISC HANDBOOK. ALL MISCELLANEOUS STEEL UNLESS NOTED OTHERWISE SHALL BE ASTM A36 (Fy = 36 KSI). EXPANSION AND EPDXY ANCHORS: ALL EXPANSIVE ANCHORAGE FOR CONCRETE INSTALLATION ONLY SHALL BE PER HILT! KWIK BOLT II ANCHOR OR APPROVED EQUIVALENT. ALL ANCHORS SHALL BE INSTALLED WITH STEEL WASHERS AT SHORT SLOTTED HOLES USING SNUG TIGHT INSTALLATION UNLESS NOTED OTHERWISE. WELDING: UNLESS NOTED OTHERWISE, ALL WELDS PER LATEST EDITION OF THE AWS STANDARDS. ALL WELDING SHALL BE PERFORMED BY WELDERS HOLDING VALID CERTIFICATES AND HAVING CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS OR NOTES. CERTIFICATES SHALL BE THOSE ISSUED BY AN ACCEPTED TESTING AGENCY. ALL WELDING DONE BY E70 SERIES LOW HYDROGEN RODS UNLESS NOTED OTHERWISE. THESE DRAWINGS DO NOT DISTINGUISH BETWEEN SHOP AND FIELD WELDS; THE CONTRACTOR MAY SHOP WELD OR FIELD WELD AT THEIR DISCRETION. SHOP WELDS AND FIELD WELDS SHALL BE SHOWN ON THE SHOP DRAWINGS SUBMITTED FOR REVIEW. GENERAL NOTES: VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS. THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. EXCEPT WHERE NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND /OR ADDENDA. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND /OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ARCHITECT. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL ITEMS WITH THE APPROPRIATE TRADE DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY UNLESS NOTED OTHERWISE. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN UVE LOAD PER SQUARE FOOT. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES, APPROVALS AND THE COORDINATION OF THE WORK WITH ALL RELATED TRADES AND SUPPLIERS. SPECIAL INSPECTION - STRUCTURAL ONLY: SPECIAL INSPECTIONS SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A STATE REGISTERED STRUCTURAL ENGINEER WHO IS FAMILIAR WITH THE STRUCTURAL DESIGN OF THIS PROJECT. THE SUPERVISING STRUCTURAL ENGINEER SHALL SEAL THE SPECIAL INSPECTION CERTIFICATE. SPECIAL INSPECTION IS TO BE PROVIDED FOR THE ITEMS LISTED BELOW IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE BUILDING JURISDICTION. "SPECIAL STRUCTURAL INSPECTION" SHALL NOT RELIEVE THE OWNER OR THEIR AGENT FROM REQUESTING NE BUILDING JURISDICTION INSPECTIONS REQUIRED BY SECTION 109 OF THE INTERNATIONAL BUILDING CODE. SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 FOR THE FOLLOWING: CONCRETE CONSTRUCTION: 1. EXPANSION ANCHORS: DURING THE PLACEMENT OF ALL ANCHORS SHOWN ON STRUCTURAL DRAWINGS. ADDITIONAL INSPECTIONS REQUIRED FOR REPAIR DETAILS SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. A. INSPECTION OF HOLE DIAMETER AND DEPTH. B. INSPECTION OF HOLE CLEANING WITH WIRE BRUSH AND COMPRESSED AIR. C. INSPECTION OF ANCHOR INSTALLATION USING SPECIFIED PRODUCT AND MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATION. B. THE SPECIAL INSPECTOR IS NOT AUTHORIZED TO APPROVE DEVIATIONS FROM THE DESIGN DRAWINGS OR SPECIFICATIONS, AND ALL DEVIATIONS MUST BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO PROCEEDING WITH THE WORK. ALL REQUESTS FOR DEVIATIONS SHALL BE INITIATED BY THE CONTRACTOR VIA WRITTEN REQUEST FOR INFORMATION (RFI). C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, AND TO THE ENGINEER OR ARCHITECT OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL. D. CONTRACTOR SHALL PROVIDE THE SPECIAL INSPECTOR ACCESS TO ALL ITEMS REQUIRING SPECIAL INSPECTION. ACCESS SHALL BE PROVIDED BY IN -PLACE LADDERS, SCAFFOLDS, LIFTS AND /OR OTHER EQUIPMENT OPERATED BY THE CONTRACTOR'S PERSONNEL AS REQUIRED FOR SAFE OBSERVATION. INSPECTOR IS NOT RESPONSIBLE OR AUTHORIZED TO OPERATE CONTRACTOR'S EQUIPMENT. E. UPON COMPLETION OF THE ASSIGNED WORK THE ENGJI JEER OR ARCHITECT SHALL COMPLETE AND SIGN THE APPROPRIATE FORMS CERTIFYING THAT. -TO E BEST OF THEIR KNOWLEDGE THE WORK IS IN CONFORMANCE WITH THE APPROVED SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. �� � � .- RECEIVED JUN 2 6 2008 PERMIT CENTEF .co { 22038 ygq. q.. U z ■ E CID O 1-4 O ON. � N I Cll N G) •�� . • U 0 tO 0 Q c vn C.) Q 0 • _ v E r U . O i cA DO A 0 45 Ln o c.71 ai U Or�H J J CC W Z LU U J Q W UJ FA JOB NO. 08446 DRAWN DKS ENGINEER RAD CHECKED RAD DATE 6 -4-08 TITLE STRUCTURAL DETAILS SCALE AS NOTED SHEET EQ2 macys NORDSTROM o� PROJECT ADDRESS: SOUTHCENTER MALL 846 SOUTHECENTER PKWY LEVEL 1 of 3 SEATTLE, WA 98188 TENANT KEY PLAN FOSSIL LEVEL 1 of 3 SPACE #1150 1347 S.F. FU7IIFS RETAIL OCCUPANCY BREAKDOWN SHELL : SHELL OCCUPANCY: CONSTRUCTION TYPE: FIRE SPRINKLERS: TENANT SPACE: TENANT OCCUPANCY: CONSTRUCTION TYPE: FIRE SPRINKLERS: NET SALES AREA: STOCK ROOM : TOTAL AREA: EXITS: APPLICABLE CODES BUILDING CODE MECHANICAL CODE PLUMBING CODE ELECTRICAL CODE ENERGY CODE AIR QUALITY CODE FIRE CODE PROJECT DATA EGRESS PATH 70' -0" TRAVEL DISTANCE STOCK ROOM 257 S.F. / 300 = 1 OCCUPANT cy of Tukwila SWAG DIVISION M (MERCANTILE) TYPE 2 -B FULLY SPRINKLERED M (MERCANTILE) TYPE 2 -B 1 REQUIRED, 1 PROVIDED SALES AREA 1,221 S.F. / 30 = 40 OCCUPANTS TOTAL OCCUPANT LOAD = 41 OCCUPANTS TOTAL =1,478 S.F. YES 1,221 S.F. / 30 = 40 OCCUPANTS 257 S.F. / 300 = 1 OCCUPANT 1478 S.F. = 41 OCCUPANTS FILE �b� ACCESSORY STORE 0.0 SOUTHCENTER MALL Permit No. roview approval Is subject to errors and omissions 846 SOUTHCENTER PKWY APProvat 0on docu do �� SEATTLE, WA 98188 othi7,viitro i e, a L n ,. y k:Fi a \ pted code o ordinance. � p REVISIONS No changes shall made to te of scope of work without prior approval Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 2006 INTERNATIONAL BUILDING CODE W/ WA STATE AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE W/ WA STATE AMENDMENTS 2006 UNIFORM PLUMBING CODE W/ WA STATE AMENDMENTS 2005 NATIONAL ELECTRIC CODE 2006 WA STATE ENERGY CODE 2006 WA STATE INDOR AIR QUAILITY 2006 INTERNATIONAL FIRE CODE W/ WA STATE AMENDMENTS I TENANT IMPROVEMENT FOR OWNER ARCHITECT LANDLORD BUILDING DEPARTMENT FOSSIL, INC. 2280 NORTH GREENVILLE AVE. RICHARDSON, TEXAS 75082 TEL (972) 699 -9363 ARCVISION, INC. 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PHONE (314) 415 -2400 FAX (314) 415 -2300 CONTACT: BOB WARDLAW www.a rcv.com *CONTACT PROJECT MANAGER FOR ANY DESIGN QUESTIONS FOSSIL, INC. 2280 NORTH GREENVILLE AVE. RICHARDSON, TEXAS 75082 PHONE: (972) 889 -5816 CONTACT: PETE ITALIANO pitaliano@fossil.com PROJECT MANAGER ARCVISION, INC. 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PHONE: (314) 415 -2400 FAX: (314) 415 -2300 CONTACT: DEAN DEORNELLAS MECHANICAL /PLUMBING AND ELECTRICAL WESTFIELD 11601 WILSHIRE BLVD. LOS ANGELES, CA 90025 PHONE: (310) 478 -4456 MALL OPERATIONS MANAGER: MARSHA PEDDICORD PHONE: (818) 402 -8923 CITY OF TUKWILA BUILDING DIVISION 6300 SOUTHCENTER BLVD. #100 TUKWILA, WA 98188 PHONE (206) 431 -3670 http: / /www.ci .tukwila.wa.us /dcd /dcdbuild.htm ARCHITECTURAL A -0.0 COVER SHEET A -0,1 GENERAL NOTES AND LEGENDS A -0.2 SPECIFICATIONS A--0.3 SPECIFICATIONS A -1.1 FLOOR PLAN A -1.2 FLOOR COVERING PLAN A -1.3 REFLECTED CEILING PLAN A -1.4 CEILING DETAILS A -1.5 MERCHANDISE FIXTURE PLAN A -2.0 STOREFRONT PLAN AND ELEVATION A -2.1 STOREFRONT SECTIONS A- 2 S OREFRONT DE A I A -2.3 SOFFIT FRAMING PLAN AND DETAILS 3.0 ER OR ELEVATI • N / ' WALL A -4.0 SCHEDULES ELECTRICAL El .1 LIGHTING PLAN E1.2 POWER PLAN E1.3 ELECTRICAL SCHEDULES AND DETAILS E1.4 ELECTRIAL SPECIFICATIONS MECHANICAL M1.1 H.V.A.C. PLAN M2.1 H.V.A.C. SCHEDULES AND DETAILS M3.1 H.V.A.C. SPECIFICATIONS PLUMBING P1.1 PLUMBING PLAN P2.1 PLUMBING SCHEDULES AND DETAILS OS -o92 INDEX TO DRAWINGS REVISION N0:1. VICINITY MAP REVISED 04/24/08 04/24/08 04/24/08 04/24/08 04/02/08 04/24/08 04/24/08 04/24/08 04/24/08 04/24/08 04/24/08 04/24/08 04/24/08 REVIEWED FOR 1 CODE COMPLIANCEi APPROVED AY — 5 2008 r Of Tukwila 3UILDIN. D SIMI CI 247: NORTH ',PR 3 0 2008 RMIT CEN Iz P00 #o12 MitiMak PROJECT NO. DATE: DRAWN BY SCALE: AS NOTED FILE: 07M I I I I - A0.0.D1^1G GROSS AREA SALES STOCK TOILET sr REVISIONS: / \ 4/24/OS OWNER/LANDLORD siT SHEET TITLE: COVER SHEET A co CC C; WH Z W W (� W = J H0H p U) Co 0 07M1111 1/23/08 LLJ 1,478 S.F. 1,221 S.F. Iq2 S.F. 63 S.F. RESPONSIBILITY SCHEDULE FOSSIL ACCESSORY STORE a p O I r 0 CC z w 0 I F w 2 o REMARKS m ° ,. w ? m ° d Ca a = m s E m a . u TENANT TO SCHEDULE 3WKS. GENERAL PRIOR F C R WORK W/ TENANT VENDORS INTERIOR MECHANICAL, ELEC.. PLUMBING DRAWINGS. 0 LHI INTERIOR PERMIT. HVAC PERMIT • BUILDING SHED_ PERMIT, WATER AND SEWER PERMIT 0 BUILDING SAFETY AND SPRINKLER PERMIT 0 OTHER PERMITS, FEES, INSURANCE • HAZARDOUS MATERIAL REMOVAL • IF APPLICABLE CONCRETE SLAB • EXIST. 2ND FLOOR LOCATION FLOOR CUTS 0 0 CORE DRILL; COORDINATE WITH MALL MANAGEMENT DEMOLITION • • NOTE: NEW CONSTRUCTION CLEANUP, TRASH REMOVAL DUMPSTER 0 • STOREFRONT FOR MALL BARRICADE 0 0 G.C. TO VERIFY W/ LANDLORD PRIOR TO START CONSTRUCTION FRAMING AND GYPSUM WALL BOARD TO DECK 0 • NEUTRAL PIERS & BULKHEAD • VERIFY PRIOR TO CONSTRUCTION START, PROTECT AND PRESERVE SOFFITS 0 0 COORDINATE W/ TENANT VENDORS STOREFRONT FRAMING • • COORDINATE W/ TENANT VENDORS STOREFRONT GLASS AND GLAZING • • STOREFRONT RNISH / FASCIA 0 • COORDINATE W/ TENANT VENDORS MALL FLOORING / BASE 0 • • COORDINATE W/ TENANT VENDORS AND LANDLORD STOREFRONT DOORS • • INTERIOR CEILING • • DEMISING WALL STUDS 0 DEMISING WALL GYPSUM BOARD • • VERIFY TO DECK, FIRE SAFED /SEALED, PATCH & REPAIR EXISTING INTERIOR PARTITION WALLS • • COLUMN ENCLOSURES • • CARPENTRY, ROUGH AND FINISH • • REDUCER STRIPS • • FLOOR PREPARATION 0 • FLOOR PROTECTION • • VINYL/ CERAMIC TILE • • WOOD FLOORING • • SALES AREA ONLY DOORS, FRAMES, HARDWARE 0 0 PAINTING 0 0 DECOR: WD. TREWS • • IF APPLICABLE AREA RUGS 0 SALES AREA ONLY MECHANICAL / PLUMBING ROOF WORK 0 0 HVAC UNITS (ONE TON PER 300 SQ. FT.) • • REFER TO MECHANICAL SHEETS HVAC UNITS (ONE TON PER 250 SQ. FT.) IN FL and TX. 0 HVAC CURBS • 0 REFER TO MECHANICAL SHEETS DUCTWORK, DIFFUSERS, AIR BALANCING • • REFER TO MECHANICAL SHEETS RETURN AIR GRILLES 0 0 REFER TO MECHANICAL SHEETS PROGRAMMABLE THERMOSTAT • • REFER TO MECHANICAL SHEETS SPRINKLER MAIN AND DISTRIBUTION 0 SPRINKLER SYSTEM MODIFICATIONS 0 • SPRINKLER CONTRACTOR TO PROVIDE SHOP DRAWINGS /CALCULATIONS AS RFC! IIRFI RY TONI AUTHORITY WATER HEATER • • PLUMBING STUB UP. WATER SERVICE • PLUMBING FIXTURES AND FLOOR DRAINS INCWDING WADS PER CODE 0 0 G.C. TO CLEAN AND REPAIR TO "LIKE NEW" CONDITION TOILET ACCESSORIES INCLUDING MIRROR, TOILET PAPER HOLDER, AND ROLL PAPER TOWEL HOLDER 0 • G.C. TO CLEAN AND REPAIR TO "LIKE NEW' CONDITION SMOKE / DUCT DETECTORS • • REFER TO MECHANICAL SHEETS ELECTRICAL ELECTRICAL SERVICE TO REAR OF SPACE 0 • REFER TO ELECTRICAL DRAWINGS ELECTRICAL PANELS (MAIN, INCLUDING SUB PANELS) • 0 REFER TO ELECTRICAL DRAWINGS FIRE ALARM 0 0 COORDINATE WITH MALL FIRE ALARM CONTRACTOR EXIT SIGNS • • REFER TO ELECTRICAL DRAWINGS WIRING, SWITCHES, CUTLETS, CONDUITS 0 0 REFER TO ELECTRICAL DRAWINGS EMERGENCY LIGHTING • • REFER TO ELECTRICAL DRAWINGS LIGHT FIXTURES (GENERAL) 0 0 REFER TO ELECTRICAL DRAWINGS TRACK UGHTING/DOWN LIGHTING (ACCENT) • • REFER TO ELECTRICAL DRAWINGS WIRING FOR SIGNAGE • • REFER TO ELECTRICAL DRAWINGS SIGNAGE HOOK UP • • REFER TO ELECTRICAL DRAWINGS WIRING TO CASHWRAP 0 0 0 0 G.C. TO COORD. W/ OWNER FOR INSTALLATION OF CAT 5 OR LOW VOLTAGFJ'ABUNG FINAL HOOK UP OF CASHWRAP 0 0 • • REFER TO ELECTRICAL DRAWINGS TELEPHONE SYSTEM (BOARD. CONDUIT) • • FOSSIL TO CONTACT TELEPHONE COMPANY FOR SERVICE G.C. TO INSTAL l I INFS AND .TACKS TO PHONE ROAM FIRE EXTINGUISHERS • • COORDINATE WITH LOCAL FIRE MARSHALL FOR FINAL PLACEMENT SECURITY SYSTEM • • 0 CONDUIT BY TENANT G.C. EXHAUST FANS/LIGHT (TOILETROOM) 0 0 REFER TO ELECTRICAL DRAWINGS MUSIC /SPEAKERS do SUB-WOOFER • • • G.C. TO COORDINATE FIXTURES / SIGNAGE CASHDESK (CASHWRAP) • • • PERIMETER MERCHANDISE FIXTURES 0 0 0 SHOWCASE LINE 0 0 0 LOOSE FIXTURES • 0 0 STOCKROOM FIXTURES • • CHAIRS, FURNITURE ITEMS • • 0 PLACED BY TENANT MIRRORS • • • COLUMN SHROUDS • • WALL & DEPARTMENT GRAPHICS • • STOREFRONT ENTRANCE ASSEMBLY • • • STOREFRONT SIGNS • • BLADE SIGN / UNDER - CANOPY SIGN 0 MONUMENT SIGNAGE / PYLON INSERTS 0 TENANT DIRECTORY • • WHERE APPLICABLE AND AT 'C CENTERLINE DIAMETER OR ROUND 4 POUND OR NUMBER AGOUS_ AD. ADJ. AGGR. AL. APPROX. ARCH. ASPH. A.V. ED EITUM. BLDG. ELK. ELK'& BM. Bar. GAB. GB. GEM. GER. G.6. G.I. GL6. GLK'6. GLO_ GTR. COL. GONG. c oRR. CPT. GR CTSK. GNTR. GTR CT. DEL. DEPT. D.P. PET. DIA. DIM. DI5P. DN D.O. DR. DS D.S.P. DWG. DWR. E. EA. E.J. EL. ELEC. ENTER ENCL. EP. EPDM. EQ. EQUIP_ E.W.G. EXST. EXPO. EXP. EXT. FA F.D. FD. ACOUSTICAL AREA DRAIN ADJUSTAELE AGGREGATE ALUMINUM APPROXIMATE ARCHITECTURAL ASPHALT AUDIO / VI5UAL BOARD BITUMINOUS BUILDING FLOCK BLOCKING BEAM EOTTOM CABINET CATCH EOSIN CEMENT CERAMIC CORNER GUARD OAST IRON CEILING CAULKINS CLOSET CLEAR COLUMN CONCRETE CONN. CONNECTION G.F.G.I. CONTRACTOR FURNISHED, CONTRACTOR INSTALLED CP.O.1. CONTRACTOR FURNISHED, OWNER INSTALLED GONSTR. CONSTRUCTION CONT. CONTINUOUS CORRIDOR CARPET CRASH ROLL, AND COLD - ROLLED COUNTERSUNK COUNTER CENTER CERAMIC TILE DOUBLE DEPARTMENT DRINKING FOUNTAIN DETAIL DIAMETER DIMENSION DISPENSER DOWN DOOR. OPENING DOOR DOWNSPOUT DRY STANDPIPE DRAWING DRAWER EAST EACH EXPANSION JOINT ELEVATION ELECTRIC EMERGENCY ENCLOSURE ELECTRICAL PANELBOARP 5INGLE PLY ROOF MEMBRANE EQUAL EQUIPMENT ELECTRIC WATER COOLER EXISTING EXPOSED EXPANSION EXTERIOR FIRE ALARM FLAT BAR FLOOR DRAIN ABBREVIATIONS J\,,= D 0 SYMBOL LEGEND �' 'V'V "'V FINISH WOOD BLOCKING ROUGH WOOD BATT INSULATION RIGID INSULATION MATERIALS LEGEND FDN. F.E. FEL. P.H.G. FIN. FUR. FLASH. FLUOR. P.O.G. F.O.F. F.05. FPRF. FT. FIG. PURR FUT. 6A. 6ALV. GB. GL. END. GR. GYP. HB. H.G. HDWD. HDWE. H.M. HORIZ. HR. HGT. I.D. INSUL. INT. JAN. JT. KIT. LAB. LAM. LAN/. LKR. LT. MAX. M.G. MECH. MEM$. MET. MFR. MH. MIN. MIR. MISC. M.O. MTD. MUL. N. N.I.G. NO. NOM. N.TS. FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER GAB. FIRE HOSE CABINET FINISH FLOOR FLASHING FLUORESCENT FACE OF CONCRETE FACE OF FINISH FACE OF STUDS FULL SIZE FOOT OR FEET FOOTING FURRING FUTURE GAUGE GALVANIZED GRAB BAR GLASS GROUND GRADE GYPSUM HOSE BIB HOLLOW GORE HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR WEIGHT INSIDE DIAMETER. (DIM.) INSULATION INTERIOR JANITOR JOINT KITCHEN LABORATORY LAMINATE LAVATORY LOCKER LIGHT MAXIMUM MEDICINE CABINET MECHANICAL MEMBRANE METAL MANUFACTURER MANHOLE MINIMUM MIRROR MISCELLANEOUS MASONRY OPENING MOUNTED MULLION NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE EXISTING FRAMED PARTI110N FULL HEIGHT PARTITION PER LANDLORD CRITERIA NEW PARTITION EXISTING FURRED OUT PARTITION DETAIL BUBBLE EXISTING DOOR TO REMAIN EXISTING DOOR TO BE REMOVED OR RELOCATED NEW DOOR REVISION O.A. OVERALL OB5. OBSCURE O.G. ON CENTER 0.17. OUTSIDE DIAMETER (DIM.) O.F.C.I. OWNER FURNISHED, CONTRACTOR INSTALLED o.F.O.I. OWNER FURNISHEP, OWNER INSTALLED OFF. OFFICE OPN'6. OPENING OAP_ OPPOSITE i i NO. ROOM I NO. I FROST. FL. P. LAM. PLAS. PLYWD. PR. PT. P.TD. P.T.O/R PTN. P.TR. Q.T. R. RAD. REF. REF'R RSTR. REINF. REQ. RESIL. RM. RO. RIND. RWL. 5. 5.C. S.G.D. SGHED. 5D. SECT. 5H. SHR SHT. SIM. S.N.P. DISPENSER. SPEC. 5Q. 55T. 5 5K. STA. STD. 511. STOR. STRL. SUSP. SYM. TRD. T.B. TEL T.E.R. T46 THK. T.O.G. T.O.P. T.O1^L T.V. TYP. UNPIN. U.N.O. UR. VAR. VB. V.G.S. VERT. VEST. V.T. II- 111 1 1 1 111 1 I II - PRECAST PLATE PLASTIC LAMINATE PLASTER PLYWOOD PAIR PAINT PAPER TOWEL DISPENSER COMBINATION PAPER TOWEL DISPENSER AND RECEPTACLE PARTITION PAPER TOWEL RECEPTACLE QUARRY TILE RISER RADIUS ROOF DRAIN REFERENCE REFRIGERATOR REGISTER REINFORCED REQUIRED RESILIENT ROOM ROUGH OPENING REDWOOD RAIN WATER LEADER SOUTH SOLID CORE SEAT COVER DISPENSER SCHEDULE SOAP DISPENSER SECTION SHELF 5H0WER SHEET SIMILAR SANITARY NAPKIN SPECIFICATION SQUARE STAINLESS STEEL SERVICE SINK STATION STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SYMMETRICAL TREAD TOWEL BAR TELEPHONE TELEPHONE EQUIPMENT ROOM TONGUE AND GROOVE THICK TOP OP CURE TOP OF PAVEMENT TOP OP WALL TELEVISION TYPICAL UNFINISHED UNLESS NOTED OTHERWISE URINAL VARIES VAPOR BARRIER VINYL CORNER GUARD VERTICAL VESTIBULE VINYL TILE WEST WITH WATER CLOSET 110017 WITHOUT WATERPROOF WAINSCOT WEIGHT NORTH ARROW KEYNOTE ROOM NAME AND NUMBER ELEVATION DATUM REFERENCE DOOR NUMBER WINDOW NUMBER EARTH CONCRETE MASONRY METAL PLYWOOD A EVERY EXIT DOOR SHALL BE OPENAELE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL EFFORT OR KNOWLEDGE. SPECIAL LOCKING DEVICES SHALL BE OF APPROVED TYPE. ALL NEW DOORS SHALL HAVE HANDICAPPED LEVER HANDLES. B DOORS OPENING INTO REQUIRED I-HOUR FIRE RESISTIVE CORRIDOR SHALL BE PROTECTED WITH A SMOKE OR DRAFT STOP FIRE ASSEMBLY HAVING A 20- MINUTE RATING AND BE SELF - CLOSING. C INTERIOR WALL AND CEILING FINIJI EC FOR. EXIT CORRIDORS SHALL NOT EXCEED AN END POINT FLAME SPREAD RATING OF 200. D ANY DECORATIONS (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) USED SHALL BE NON - COMBUSTIBLE OR BE FLAME - PROOFED IN AN APPROVED MANNER, E PROVIDE ILLUMINATED EXIT SIGNS AS PER 5314 WHERE REQUIRED. FIRE NOTES I. THE DRAWINGS AND SPECIFICATIONS ARE PREPARED TO SHOW THE ARCHITECTS INTENT IN THE DESIGN AND CONSTRUCTION FOR THIS PROJECT. IN ALL MATTERS RELATED TO THE USE OR INTERPRETATION OF THESE VARIOUS DRAWINGS AND SPECIFICATIONS, THE OWNERS REPRESENTATIVE WRITTEN STATEMENT SHALL BE CONSIDERED FINAL. 2. ALL CONSTRUCTION 4 MATERIALS SHALL BE EQUAL TO OR EXCEED MINIMUM REQUIREMENTS OF THE CURRENT EDITIONS OF THE UNIFORM BUILDING CODE, NATIONAL ELECTRICAL CODE, AND ALL REQUIREMENTS OF THE VARIOUS GOVERNING AGENCIES. 5. ALL WORK 15 TO BE COMPLETE, OPERABLE AND ACCOMPLISHED IN A NEAT AND WORKMANLIKE MANNER. IN ACCORDANCE WITH THE BEST PRACTICES OF THE VARIOUS TRADES AND TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCY. 5. SHOULD A DISCREPANCY APPEAR IN SPECIFICATIONS OR DRAWINGS, OR IN WORK DONE BY OTHERS, THAT AFFECT THE WORK, NOTIFY THE GENERAL CONTRACTOR AND THE OWNER'S REPRESENTATIVE AT ONCE FOR INSTRUCTION. IF THE CONTRACTOR PROCEEDS WITH THE WORK AFFECTED WRITTEN INSTRUCTION FROM THE OWNER'S REPRESENTATIVE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY WORK RESULTING IN DAMAGE OR DEFECT. 6. SHOULD A CONFLICT OR DISCREPANCY OCCUR IWOR BETWEEN DRAWINGS AND SPECIFICATIONS, IT 15 DEEMED THAT THE CONTRACTOR HA5 ESTIMATED THE MOST EXPENSIVE MATERIALS AND CONSTRUCTION INVOLVED. UNL1=CC HE HAS ASKED FOR AND OBTAINED WRITTEN INSTRUCTION FROM THE OWNER'S REPRESENTATIVE AS TO WHICH METHOD OR MATERIALS WILL BE REQUIRED. •1. THE GENERAL CONTRACTOR IS TO BE FAMILIAR WITH THE EXISTING JOB SITE AND CONDITIONS. HE IS TO ACCEPT THOSE EXISTING CONDITIONS AS HE FINDS THEM. S. ALL TRADES ARE TO BE FAMILIAR WITH ALL DOCUMENTS AND INFORMATION SHOWN. INFORMATION ON ONE 15 AS BINDING AND IS AS IF SHOWN ON ALL. R. NO PORTION OF THE WORK REQUIRING A SHOP DRAWING OF SAMPLE SUBMISSION SHALL BE COMMENCED UNTIL THE SUBMISSION HAS BEEN APPROVED BY THE OWNER'S REPRESENTATIVE. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH APPROVED SHOP DRAWINGS AND SAMPLES. 10. TIE CONTRACTOR SHALL CONFINE OPERATIONS AT THE SITE TO AREAS PERMITTED BY LAW, ORDINANCES, PERMITS AND THE CONTRACT DOCUMENTS. HE SHALL NOT UNREASONABLY ENCUMBER THE SITE WITH ANY MATERIALS OR EQUIPMENT. II. THE CONTRACTOR SHALL DO ALL GUTTING, FITTING OR PATCHING OF HIS WORK THAT MAY BE REQUIRED AND SHALL NOT ENDANGER ANY WORK BY GUTTING, EXCAVATING, OR OTHERWISE ALTERING THE WORK OR ANY PART OF IT. 12. ALL PATCHING, REPAIRING AND REPLACING OF MATERIALS AND SURFACES CUT OR DAMAGED IN EXECUTION OF WORK SHALL BE REPAIRED WITH APPLICABLE MATERIALS 5O THAT SURFACES REPLACED WILL UPON COMPLETION MATCH SURROUNDING SIMILAR SURFACES. 15. THE GENERAL CONTRACTOR SHALL MAINTAIN THE JOB SITE IN A GLEAN AND ORDERLY CONDITION, FREE OF DEBRIS AND LITTER AND SHALL REMOVE ALL TRASH AND DEBRIS AS A RESULT OF HIS OPERATION. 14. ALL MATERIAL STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED TO PREVENT DAMAGE AND DETERIORATION UNTIL USED. FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK. 15. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING GORES: 16. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: 17. SEE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THE FOLLOWING: IS. THE CONTRACT STRUCTURAL PRAWINLSS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRAGIN6, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC'. II. THE CURRENT APPROVED EDITION OF THE U.E.G. AND STATE OF CALIFORNIA LATEST REVISION OF A.S.T.M_ SPECIFICATIONS NOTED. COPES AND STANDARDS LISTED IN 11 IC; C SPECIFICATIONS. CODES AND STANDARDS OF ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK_ SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON- BEARING PARTITIONS. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWN. FLOOR AND ROOF FINISHES. STAIR FRAMING AND DETAILS, EXCEPT AS SHOWN. DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC.. EXCEPT AS SHOWN ON NOTES. ELECTRICAL CONDUCTORS, CORES OUTLETS IN WALLS AND SLABS. CONCRETE INSERTS FOR ELECTRICAL MECHANICAL OR PLUMBING PIXTURES. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS OR MOUNTS. OPENINGS, POCKETS, ETC.. LARGER THAN 6 INCHES SHALL NOT BE PLACED IN SLABS, DECKS, BEAMS, JOISTS, COLUMNS, WALLS, ETC., UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE OWNER'S REPRESENTATIVE WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., NOT SHOWN ON THE DRAWINGS, BUT NOT WHICH ARE LOCATED IN STRUCTURAL MEMBERS. 20. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOFS. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD. PROVIDE ADEQUATE SHORING AND /OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 21. GENERAL CONTRACTOR SHALL APPLY FOR AND OBTAIN AT THE CONTRACTOR'S SOLE EXPENSE, ALL NECESSARY CONSTRUCTION PERMITS REQUIRED BY ALL APPLICABLE BUILDING GORES AND REGULATORY CITY AND COUNTY AGENCIES. 22. EXIT SIGNS SHALL BE PROVIDED BY GENERAL CONTRACTOR PER CODE. 25. ACCESS PANELS SHALL BE PROVIDED FOR ELECTRICAL, PLUMBING, AND ALL OTHERS WHICH MAY BE REQUIRED. 24. INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED SPECIFICATIONS, UNLEES OTHERWISE SPECIFICALLY NOTED AND APPROVED BY THE OWNER'S REPRESENTATIVE. 25. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES PROVIDING WORK EQUIPMENT AND MATERIALS FOR THIS PROJECT. GENERAL NOTES OSos REVIEWED FOR APPROVE COMPLIANC VED S MAR -320 Cit Of Tukwila . BUILD NG DIVISIO N PAINTABLE FIRESTOP SEALANT (BOTH SIDES) --- UNDERSIDE OF DECK ABOVE 5/8• DEFLECTION GAP 6` SLOTTED TRACK (SLP-IRK OR EQ) FINISH PER SCHEDULE NOTE FIRE RAflNG OF WALL ASSEr1BLY IS NOT REOMED 1D ECM ABOVE TENANT =Ha. GYPSIY BOMO 10 BE HELD HRI. e CLEAR BELOW tINOERSOE OF CECIL ABOVE TO NCCWHCOME TENANT HVAC WAN AIR CEIUNG BY TENANT (WHERE OCCURS) 6 STEEL STUDS @ 16 O.C. 5/8" GYPSUM BOARD TYPE 'X (BOTH SIDES) [UL No. U465 THE FOLLOWING FASTENING REQUIREMENTS ARE TAKEN FROM UL'S SPECIFICATION FOR THE INDICATED ASSEMBLY. REFER TO UL'S DOCUMENTATION FOR COMPLETE ASSEMBLY REQUIREMENTS AND ALLOWABLE OPTIONS: GYPSUM BOARD: 5/8" THICK, 4 FT WIDE. ATTACHED TO STEEL SLURS AND FLOOR AND CGLING TRACK WITH 1 IN. LONG. TYPE S STEEL SCREWS SPACED 8 IN. OC. ALONG EDGES OF BOARD AND 12 IN. OC IN THE flEW OF THE BOARD. MINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. RAMSEY AS REQUIRED 6" CONTINUOUS UNPUNCHED STEEL. TRACK FLOOR FINISH CONCRETE SLAB. SEE STRUCTURAL DRAWINGS . � ��� U PRINTABLE FIRESTOP SEALANT (BOTH SIDES) U a .7 4 a A tLQIE; ALL GYPSUM BOARD LAYERS SHAD. BE SUPPLIED AND INSTALLED BY TENANT 1 HR TENANT DEMISING PAH I I I ION (TYPICAL) r . I. ALL FIRE RATED PARTITIONS INCLUDING TAPING) AND FINISHING OF GYP. BOARD FACES SHALL SE IN ACCORDANCE WITH MANUFACTURER DIRECTIONS FOR ACHIEVING SPECIFIED RATING. ALL OPENINGS, GAPS, ETC. SHALL BE FILLED WITH APPROVED FIRE SAFING. ALL MECHANICAL / ELECTRICAL PENETRATIONS SHALL CONFORM TO ALL CODES GOVERNING SUCH PENETRATIONS. 2. THE PARTITIONS DETAILED WITH SPECIFIC S.T.G. RATINGS AND FIRE RESISTIVE RATINGS ARE THE STANDARD TESTED SYSTEMS PUBLISHED BY UNITED STATES GYPSUM COMPANY. EXCEPT AS EXCEEDED BY THESE DRAWINGS AND THE MANUFACTURER'S PUBLISHED SPECIFICATIONS AND DETAILS TO ACHIEVE THE REQUIRED S.T.G. AND FIRE RESISTIVE RATINGS. 3. INCREASE STUD THICKNESS WHERE REQUIRED FOR I-LANGER5, ELECTRIC PANELS, FIRE HOSE CABINETS, PLUMBING LINES, ELECTRICAL CONDUIT AND SIMILAR ITEMS. VERIFY LOCATIONS WITH THE OTHER CONTRACTORS AND REVIEW FURRED AREAS IN ADDITION TO THOSE SHOWN ON THE DRAWINGS WITH ARCHITECT PRIOR TO INSTALLATION. 4. INSTALL BACKING PLATES AT WALLS AND CEILINGS FOR ATTACHMENT OF ALL FIXTURES, EQUIPMENT, WALL MOUNTED LIGHT FIXTURES, CHANDELIERS, CANOPIES, DRAPERY TRACKS, VALANCES, CABINETS AND SIMILAR ITEMS. THE DRYWALL CONTRACTOR IS RESPONSIBLE TO SEE THAT THE VARIOUS OTHER TRADES SUBMIT THEIR SHOP DRAWINGS AND SPECIAL DETAILS AND THE BACKING PLATES IN AMPLE TIME FOR INSTALLATION. BACKING PLATES SHALL SE 6" WIDE MINIMUM X 16 GAUGE SHEET METAL. BACKING PLATES SHALL BE LONG ENOUGH TO COVER AT LEAST 5 STUDS AND SHALL BE ATTACHED TO EACH STUD AT TOP AND BOTTOM OF PLATE. 5. PARTITIONS AND CEILINGS SHALL BE PLUME, LEVEL MP/ OR TRUE TO INTENDED LINE IN ACCORDANCE WITH TOLERANCES IN THE SPECIFICATIONS OR THE RECOMMENDED TRADE STANDARD, WHICHEVER 15 MORE STRINGENT. S. MAXIMUM ALLOWABLE PARTITION HEIGHTS ARE SHOWN ON THE DETAILS AND IN UNITED STATES GYPSUM PUBLICATIONS AND DETAILS. INHERE SPECIFIC CONDITIONS REQUIRE GREATER HEIGHTS, ANY OR ALL OF THE FOLLOWING SHALL BE DONE: - INCREASE STUD THICKNESS. - DECREASE STUD SPACING, AND/ OR - BRACE PARTITION TO THE BUILDING STRUCTURE ABOVE THE ADJACENT , II CEILINGS. CI 1_ DEMISING WALLS, PLENUMS, SHAFTS, 2 4 3 HOUR FIRE RESISTIVE RATED FEB 1 2000 PARTITIONS AND OTHER FULL HEIGHT PARTITIONS SHALL EXTEND FROM THE FLOOR SLAB TO THE FLOOR OR ROOF SLAB ABOVE. `; PI^'rMH ! L,.I I LR S. TAPE AND FILL JOINTS AND SEAL PERIMETERS OF SHAFTS AND PLENUMS SO THAT ASSEMBLIES ARE AIR TIGHT. �i. INCREASE GYPSUM BOARD THICKNESS BEHIND ELECTRICAL PANELS AS REQUIRED BY CODE. 10. ALL GYPSUM BOARD SHALL BE 5/5 TYPE 'X' OR TYPE 'C' - WATER RESISTANT. PARTITION NOTES 0 3 PROJECT NO. 01M1111 DATE I/25/OS DRAWN BY LL.1 SCALE AS NOTED FILE: O1MI I I 1-AO .1 .DWG GROSS AREA SALES STOCK TOILET REVISIONS SHEET TITLE GENERAL NOTES & LEGENDS 0 Tn utimm w CO N 1,415 5.F. 1,221 5.F. 1 S.F. 65 S.F. O U w C) LL T CC W CC w o ^^ _ 0 co co 0.1 SECTION 09650 - RESILIENT FLOORING A MAINTAIN MINIMUM TEMPERATURE OF 65 GE6REM P (IS DEGREE, G) IN SPACES To RECEIVE RESILIENT FLOORING FOR AT LEAST 46 HOURS PRIOR TO INSTALLATION, DURING INSTALLATION, MD FOR NOT LESS THAN 46 HOURS AFTER INSTALLATION. STORE RESILIENT FLOORING MATERIALS IN SPA M• MERE THEY WILL BEr INSTALLED FOR AT LEAST 46 HOURS BEFORE EESINNINS INSTALLATION. SEGEGUENTLY, MAINTAIN MINIMUM TEMPERATURE OF 55 DEGREES P (3 DEGREE G) IN AREAS WHERE WORK 15 COMPLETED. E. INSTALL RESILIENT FLOORING AND ACCESSORIES AFTER OTHER FINISHING OPERATIONS, INCLUDING PAINTING, HAVE EBESI COMPLETED. DO NOT INSTALL RESILIENT FLOORING OVER CONCRETE SLABS UNTIL THE LATTER HAS EMI CURED ATV SUFFICIENTLY DRY TO ACHIEVE BOND WITH ADHESIVE AS DETERMINED Er RESILIENT FLOORING MANUFACTURER'S RECOMMENDIM BOND AND MOISTURE TEST. SUBMIT TEST RESULT TO FOSSIL AND PRoXoT MANAGER PRIOR TO BEGINNING INSTALLATION. C. ADHESIVES (CEMENTS), WATERPROOF STAISILIZED TYPE AS RECOMMENDED BY FLOORING MANUFACTURER TO WIT MATERIAL AND SLBSTRATE CONDITIONS. D. CONCRETE SLAB PRIMER, NON -STAINING TYPE AS RECOMMENDED BY FLOORING. MANIPAGTURER E. LEVELING AND PATCHING GO 4 OUNDS: LATi:X rim AS RECOMMENDED HY FLOORING MANUFACTURER.. 2J EXAMINATION A REQUIRE INSTALLER TO INSPECT SUEPLOOR SURFACES TO DETERMINE THAT THEY ARE SATISFACTORY. A SATISFACTORY SUEFLOOR SURFACE IS DEFINED AS ONE THAT IS SMOOTH AND FREE FROM CRACKS, HOLES, RIDGES, COATINGS PREVENTING ADHESIVE BOND, AND OTHER DEFECTS IMPAIRING PERFORMANCE OR APPEARANCE. B. DO NOT ALLOW RESILIENT FLOORING WORK TO PROCEED UNTIL SIJBFI..00R SURFACM ARE SATISFACTORY. 2.2 PREPARAT1oN A. PREPARE SUBFLOOR SURFACES AS FOLLOWS: I. USE L VEL.INS AND PATCHING C.O14PGUNDS AS RECAMEENDED BY RESILIENT FLOORING MANUFACTURER FOR FILLING SMALL CRACKS HOLES AND DEPRESSIONS IN =FLOORS. REMOVE ANY HIGH SPOTS PLUSH WITH FLOOR 2. REMOVE COATINGS FROM SUBFLOOR 5URFAGEx.S- THAT MOLD PREVENT ADHESIVE BOND, INCLUDING GURIIN& GOMPOLMG S INCOMPATIBLE Arm RESILIENT FLOORING APHE5IVF5, PAINT, 011S, WAXES AND SEALERS. H. BROOM GLEAN GR VACUUM SURFACES TO SE COVERED, AND INSPECT SIJBFLOOR. G. APPLY CONCRETE SLAB PRIMER. IF RECOMMENDED 6Y FLOORING MANUFACTURER, PRIOR TO APPLICATION OF ADHESIVE. APPLY IN COMPLIANCE WITH MANUFACTURERS DIRECTIONS. 25 INSTALLATION, SE ERALI A. INSTALL RESILIENT FLOORING U5I146 METHOD INDICATED IN STRICT COMPLIANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS. B. SCREE, OUT, AND FIT RESILIENT FLOORING TO FERMMNEMT FIXTURE=S, BUILT -IN FURNITURE AND CABINETS PIPES, OUTLETS AND PragmANExr =MS, . WALLS AND PARTITIONS. G. TIGHTLY CEMENT RESILJDIT FLOORING TO WESASE WITHOUT OPEN CRACKS, VOIDS, RAISING AND PUt KERINb AT JOINTS, TELEGRAPHING OF ADHESIVE SPREADER MARKS, OR OTHER SPACE IMPERFECTIONS. HAND ROLL RESILIENT FLOORING AT PERIMETER OF EACH COVERED AREA TO ASSURE ADHESION. 2.4 INSTALLATION OF THE FLOORS: A LAY TILE FROM CENTER MARKS ESTABLISHED WITH PRINCIPAL WALLS, DISCOUNTING MINOR OFFSETS, 50 THAT TILE AT OPPOSITE EDGES OF ROOM ARE OF EQUAL WIDTH. AD-UST AS NEC.ISGAR( TO AVOID USE OF cur WIDTHS LEES THAN 1/2 TILE AT ROOM PERIMETERS. LAY TILE SQUARE TO ROOM AXIS, UNLESS oiTNEZYUSE SHOWN. B. MATCH TILES FOR GOLOR AND PATTERN BY USES TILE FROM CARTONS IN SAME WGUENCE AS MANUFACTURED MD PACKAGED IF SO NUMBERED. OJT TILE NEATLY AROUND ALL FLAIL ERIE:. EROKDL CRACKED, CHIPPED OR DEEFOR 4ED TILE; ARE NOT ACGE;PTABLE. AFTERE TILE FLOORING TO SI.IISTRATE'i L INS FULL SPREAD OF APfeIVE APPLIED IN COMPLIANCE NUTH FLOORJNS MAMFACTURER'S DIRECTIONS. G. 25 A. INSTALLATION OF SHEET FLOORING: LAY SHEET FLOORING TO PROVIDE AS FEN SEAMS AS POSSIBLE WITH EGONOMIGAL LSE OF MATERIALS. MATCH EPEES FOR COLOR SHADING AND PATTERN AT SEAMS SS IN COMPLIANCE NTH MAMIFAGTURI =RS RGGONMNENIDATIONS. B. ADHERE SHEEP FLOORING TO 5Uf3STRATES LSINS MIETHOG APPROVED 6Y FLOORING: MANJFACTIUR R FOR TYPE OF SHEEP FLOORING AND 51JSTRATE CONDITION INDICATED. I. USE GOMIEN IGNAL PULL SPREAD ADHESIVE METHOD. 2. USE CONVENTIONAL PERIMETER BONDING ADHESIVE PROCEDURES WHEEZE RECOMMENDED BY FLOORING MANUFACTURER. G. PREPARE SEAMS IN VINYL SHEET FLOORING IN ACCORDANCE WITH THE MAN(JFAG1VRR5 INBTRUGTION5 FOR MOST INGONSPIG000B APPEARANCE, SEEM -INE' CONTINUOUSLY WITH F UID- APPLIIED SE=ALANT OR ADHESIVE AS STANDARD WITH MANUFACTURER 26 INSTALLATION OF ACCESSORIES: B. 25 A. H. G. 24 A. a G. 25 A B. A APPLY WALL BASE TO WALLS, COLUMNS, PILASTERS, GASENORK AND OTHER. PERMANENT FIXTURES IN ROOMS OR AREAS MERE BASE IS REQUIRED. INSTALL EASE IN LENGTHS AS LONG AS PRACTICABLE, WITH PRE FORMED CORNER UNITS. TIGHTLY BOND BASE TO SUBSTRATE THR01J6HGUT LIEN6T14 OF EACH PIECE, WITH GONTINJGUS CONTACT AT HORIZONTAL MD VERTICAL SURFACES. I. ON MASONRY SURFACES, OR OTHER SIMILAR IRREGULAR SUBSTRATE, FILE. VOIDS ALONG TOP EDGE OP RESILIENT WALL, BAS WITH MANJPAGIIIRERS REGO-HEWED ADHESIVE FILLER MATERIAL. H . PLACE RESILIENT EDGE STRIPS TIGHTLY BUTTED TO FLOORING AND SURE WITH ADH LIVE. INSTALL EDGING STRIPS AT EDGES OF FLOORING WHICH WOULD OTHETSRWISE BE EXPOSED. 2.1 GLEANING AND PROTECTION: A. PERFORM FOLIATES OPERATIONS IMMEDIATELY UPON COMPLETION of RESILIENT FLOORING: I. WEEP OR VACUUM FLOOR THOROUSHLY. 2. DO NOT WASH FLOOR UNTIL TIME PERIOD RECOMMENDED BY RESILIENT FLOORING MANUFACTURER HAS ELAPSED TO ALLOW RESILIENT FLOORING TO BECOME WE -SEXED IN ADHESIVE. 5. DAMP -MCP FLOOR BEING CAREIJL TO REMOVE BLACK MARKS MD EXCIESIVE SOIL 4. STRIP TILE AND REMOVE ANY EXCESS ADHESIVE OR OTHER WIRPACE !LEASHES, USING APPROPRIATE GLEANER RECOMMENDED BY RESILIENT FLOORING MANJFAGTURERS. 5. APPLY C3) GOATS OF HIGH G IJALITY SEALIN6/POLISH AS RECOMMENDED BY MAKJFAGTEJRERE. POWER HUFF FINAL COAT. S. PROTECT FLOORING AGAINST DAMAGE DURING CONSTRUCTION PERIOD TO COMPLY WITH RESILIENT FLOORING MANUFACTURER'S DIRECTIONS. 2D EXTRA STOCK, A DELIVER STOCK OF MAINTENANCE MATERIALS TO STORE. FURNISH MAINTENANCE MATERIALS FROM SAME= M.AN.FAGTURED LOT AS MATERIALS INSTALLED AND ENCLOSED IN PROTECTIVE PACKAGING WITH APPROPRIATE IDE3NTIPYING LAELS. I. TILE FLOORING FURNISH NOT LESS THAN ONE BOX FOR EACH SO BOXES OR FRACTION THEREOF, FOR EACH TYPE, COLOR PATTERN AND SIZE INSTALLED. SECTION 09680 - CARPET A. DELIVER MATERIALS TO PROXEEGT SITE IN ORIGINAL FACTORY WRAPPINGS AND CONTAINERS, LABELED TITH IDENTIFICATION OF MANUFACTURER, BRAND NAME, AND LOT NUMBER B. STORE MATERIALS IN ORIGINAL UNDAMAGED PACKASI S AND CONTAINERS INSIDE TELL-VENTILATED AREA PROTECTED FROM WEATHER, MbISTURE, SOILASE, EXTREME TEMPERATURES, AND HUMIDIIY. LAY FLAT, BLOCKED OFF GROUND. MAINTAIN MINIMUMT TEMPERATURE OF 6S DES F (20 GfiS G) AT LEAST - THREE DAYS PRIOR TO AND DURING INSTALLATION IN AREA THERE MATERIALS APE STORED. 2J PROJECT CONDITIONS A SUBSTRATE CONDITIONS: NO CONDENSATION WITHIN 46 HOURS ON UNDERSIDE OF AFOOT BY 4 -FOOT POLYETHYLENE 5HEET, FULLY TAPED AT PERIMETER TO 5U55TRATE. 2.2 AC,CGSSURES A SEAMING, CEMENT: HOT -MELT ADHESIVE TAPE OR SIMILAR PRODUCT REC,OMQMENDED BY CARPET MANUFACTURER FOR TAPING SEAMS AND BUTTES GUT EDGES AT BACKING TO FORM EEGNJRE SEAM MD TO PREVENT PILE LOSS AT SEAMS. CARPET ADHESIVE, WATER RL'SISrANT AND NON STAINING AS REAMED BY CARPET MANUFACTURER TO COMPLY WITH FLAMMABILITY REQUIREMENTS FOR INSTALLED CARPET. PREPARATION CLEAR AWAY DEBRIS AND SCRAPE UP CEMENTITHOUS DEPOSITS FROM CONCRETE SWAGE TO RECEIVE CARPET: APPLY SEAL COMPATIBLE WITH ADHESIVE TO PREVENT DU511N6. PATCH HOLES AND LEVEL TO A SMOOTH SURFACE. IF PREVIOUS FINISH CHEMICALLY STRIPPED, RESEAL CONCRETE WA L. POMMY OR POROUS SWAGES WITH SEALER RECOMEN EED BY CARPET MANUFACTURER PATCH HOLES AND CRACKS. SAND TO LEVER REMOVE WAX SEAL SERFAGE WITH SEALER RECOM.E4DEP BY CARPET MANUFACTURER INSTALLATION COMPLY WITH MANUFACI URER5 RECOMMENDATIONS ME DATIONS FOR SEAM LOCATIONS MD DIRECTION OF CARPET, MAINTAIN UNIFORMITY OF CARPET DIRECTION AND LAY OF PILE. AT DOORWAYS, CIE canER MAME UND DOOR IN CLOSED POSITION; DO NOT PLACE SEAMS PERPENDICULAR TO DOOR FRAME, IN DIRECTION CF WIC THROUGH DOORWAY. FIT SECTIONS OP CARPET PRIOR TO APPLICATION OF ADHESIVE. TRIM EOM AND EV17 CUTS WITH SEAMING CENENT. APPLY ADHESIVE UNIFORMLY TO StIESTRATE IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. BUTT 1326E5 TISHT TO FORM 5EAMC WITHOUT GAPS. ROLL TETTTIRE AREA L.ISHTLY TO ELIMINATE AIR POCKETS AND ENSURE UNIFORM BOND. CLEANING REMOVE ADHESIVE FROM CARPET SURFACE WITH MANUFACTURER'S RECOMMENDED CLE}NINE AGENT. REMOVE MD DISPOSE OF DEBRIS AND UNUSABLE WRAPS. VACUJM WITH COMMERCIAL MACHINE NTH FACE - BEATER ELEMENT. REMOVE SOIL REPLACE CARPET WHERE SOIL GAMIOT BE REVVED. REMOVE PROTRUDING FACE YARN. SPECIFICATIONS SECTION 10800 - TOILET AND BATH ACCESSORIES SECTION 09900 - PAINTING A PAINTING INCLUDES BUT 15 NOT LIMITED TO, FIELD PAINTING EXPOSED BARE AND COVERED PIPES AND DUCTS, HANGERS, ENPOSED STEEL AND IRON WORK, AND PRIMED METAL SURFACES OF MECHANICAL AND ELECTRICAL EdJIPMENT. B. PAINTING IS NOT REQUIRED ON PRE - FINIS ED ITEa, FINIEED MiETAL SURFACES, CONGEALED SVRPAGES, OPERATING PARTS, AND LABELS. C. DELIVER MATERIALS TO THE .1013 SITE IN THE MANUFACTURER'S ORIGINAL, U OPT PACKAGES AND CONTAINERS BEARING MANJFA TIER'S NAME AND LABEL PROVIDE MANJFACTURE SPECIFIED. SUESTTTUTIONS MUST EE BY TENANTS PRO.EGT MANAGER D. STORE MATERIALS NOT IN LEE IN TIGHTLY COVERED CONTAINER, IN A v L- VENTILATED AREA AT A MINIMUM AMHIEIT TEMPERATURE OF 46 DES P (`i DES G). MAINTAIN CONTAINERS USED IN STORAGE IN A GLEAN CONDITION, FIREE OF FOREIGN MATERIALS AND RESIDUE. E. EXAMINE SUBSTRATE+ AND CONDITIONS UNDER WHICH PAINTING WILL BE PERFORMED FOR COMPLIANCE WITH REQUIREMENTS FOR APPLICATION OF PAINT. DO NOT BEGIN PAINT APPLICATION UNTIL UNSATISFACTORY CONDITIONS HAVE BEET COIRRECTED. I. START OF PAINTING YELL BE CONSTRUED AS THE APPLICATOR'S ACCEPTANCE OF SURFACES AND CONDITIONS WITHIN A PARTICULAR AREA F. GENERAL PROCEDURES: REMOVE HARDWARE AND HARDWARE ACCESSORIES, PLATES, MACHINED SURFACES, LIGHTING FIXTURES, AND SIMILAR ITEMS IN PLACE THAT ARE NOT TO EE PAINTED, OR PROVIDE WRFAGEAFPLIE D PROTECTION PRIOR TO SURFACE PREPARATION AND PAINTING. REMOVE THESE ITEMS IF NECESSARY FOR COMPLETE PAINTING Cr THE ITEMS AND ADJACENT SURFACES. FOLIATING COMPLETION OF PAINTING OPERATIONS IN EACH WAGE OR AREA, HAVE ITEMS REINSTALLED BY WORKERS SKILLED IN THE TRAD M INVOLVED. G. SURFACE PREPARATION: GLEAN AND PREPARE SURFAGE5 TO BE PAINTED IN ACCORDANCE WLTH 11•E MANJFACTURERE INSTRUCTIONS FOR EACH PARTIOJLAR SUBSTRATE CONDITION AND AS SPECIFIED. H. CAREFULLY MIX AND PREPARE PAINT MATERIALS IN ACCORDANCE WITH MANUFACTURERS DIRECTIONS. I. TINT EACH UNDERCOAT A LIGHTER SHADE TO FACILITATE~ IDENTIFICATION CF EACH COAT TWEE MULTIPLE COATS OF THE SAME MATERIAL ARE APPLIED. TINT UNDERCOATS TO MATCH THE COLOR OF THE FINISH GOAT, BUT PROVIDE SLPFICIENT DIES IN SHADE OF UNDERCOATS TO DISTINGUISH EACH SEPARATE COAT. .1 APPLY ONE (I) GOAT OF PAINT IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. USE APPLICATORS AND TECHNIQUES BEST WITTED FOR SUBSTRATE AND TYPE OF MATERIAL $BINS APPLIED. I. APPLY ADDITIONAL GOATS WHEN UNDERCOATS, STAINS, OR OTTER CONDITIONS SHOW THROUGH FINAL COAT OF PAINT UNTIL PAINT FILM IS OF UNIFORM FINISH, COLOR, AND APPEARANCE . GIVE SPECIAL ATTEMON TO ENSURE THAT SURFACES, INGUJDINS EDSES, CORERS, CREVICES, WELDS, AND EXPOSED FASTENERS, RECEIVE A DRY FILM THICKNESS EGIUIVALENT TO THAT OF FLAT SURFACM. 2. PAINT SURFACES BEHIND MOVABLE EG IJIFMBNT AND FURNITURE SAME AS SIMILAR EXPOSED WIRPACM. K. APPLY MATERIALS AT NOT LESS THAN THE MANUFACTURERS RRDOMb1ELPED SPREADING RATE. PROVIDE A TOTAL DRY FILM THICKNESS OF TINE ENTIRE SYSTEM AS RECORE ND7=D BY THE MANUFACTURE=R L. AT THE END OP EACH WORK DAY, R EV E ENPTY GAMS RAGS RUBBISH, AND OTHER DISCARDED PAINT MATERIALS FROM THE SITE M UPON GOMPLE110N OF PAINT1NNS, CLEAN &LASS AND FAINT- SPATTERED SURFAGE5. N. PROTECT WORK OP OTHER TRADES, *ETHER TO SE PAINTED CR NOT, AGAINST DAMAGE 6Y PAINTIN9. CORRECT DAMAGE BY CLEANING, REPAIRING OR REPLACING,, AND REPAINTING, AS ACCEPTABLE TO OVER. 0. PROVIDE '9"ET PAINT' SIGNS TO PROTECT NEWLY PAINTED FINISHES. P. TOUGH UP PAINTED AREAS AS REGIARED AFTER FINAL COMPLETION OF ALL WORK BY OTTER TRADES. A. COORDINATION: COORDINATE: ACCESSORY LOCATIONS, INSTALLATION, AND SEG.ENGING, WITH OTHER WORK TO AVOID INTERFERENCE AND TO ASSURE PROPER INSTALLATION, OFERATION, AD.KJ5TMENT, GLEANING, AND SE:VICINS OF TOILET ACCESSORY ITEMS. E. CONFIRM EXISTENCE OF HE'C.F5SATZY CONGEALED BLOCKING FOR SUPPORT OF ACCESSORIES BEFORE PROCEEDING WITH INSTALLATION. G. INSTALL TOILET ACCESSORY UNITS IN ACCORDANCE NTH MANPACTURE¢5' INSTRUCTIONS, USING FASTENERS APPROPRIATE TO WESTRATE AND RECOMMENDED BY MANJFACTURER OF UNIT. INSTALL UNITS PLUMB AND LEVEL, FIRMLY ANCHORED IN LOCATIONS AND AT HEIGHTS INDICATED OR AS REQUIRED PER ADA COMPLIANCE. D. SECURE MIRRORS TO WALLS IN CONCEALED, TAMPERPROOF MANNER WITH SPECIAL HANGERS, TOSSLE DOLTS, OR WARE AS. SET UNITS PLUMES, LEVEL, AND SQUARE AT LOCATIONS INDICATED, IN ACCORDANCE WITH MANUPACTURER5 INSTRUCTIONS FOR TYPE OP SUBSTRATE INVOLVED. E. AD-UST TOILET ACCESSORIM FOR PROPER OPERATION AND VERIFY THAT MECHANI5M5 FUNCTION {SMOOTHLY. WM.ACE DAMASED OR DEFECTIVE ITEMS. F. GLEAN AND POLISH ALL EXPOSED SURFACES IN STRICT ACGOHRDANGE NTH MANUFACTURERS RECOMMENDATIONS AFTER REMOVING TEMPORARY LABELS AND PROTECTIVE COATINGS. GENERAL NOTES FOSSIL'S "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" OR OTHER SIMILAR DOCUMENTS RELATES TO THE WORK OF THIS PRO.EGT AND 15 HERESY MADE A PART OF THESE CONTRACT DOCUMENTS AS THOUGH FULLY CONTAINED THEREIN. IT 15 ALSO THE RESPONSIBILITY OF THE TENANT'S GENERAL. CONTRACTOR TO MAKE USE OF APPLICABLE NOTES AND SPECIFICATIONS LISTED ON THESE SHEETS f5 A5 THEY MAY PERTAIN TO THE SPECIFIC PROJECT. 2. THE TENANT GENERAL CONTRACTOR SHALL OBTAIN REQUIRED NUMBER OF COPIES OF "GENERAL CONDITIONS" REFERENCED ABOVE TO ACQUAINT HIMSELF WITH THE ARTICLES CONTAINED THEREIN AND TO NOTIFY AND APPRISE ALL SUBCONTRACTORS, SUPPLIERS, AND OTHER PARTIES TO THE CONTRACT OR INDIVIDUALS OR AGENCIES ENGAGED ON THE WORK AS TO ITS CONTENTS. IN ADDITION, THE CONTRACTOR(S) SHALL OBTAIN A DOPY OF ANY LANDLORD RULES AND REGULATIONS FOR CONTRACTORS' OR OTHER SUCH DOCUMENT TYPE FROM LANDLORD. CONTRACTORS SHALL BE FAMILIARIZE THEMSELVES WITH SUCH DOCUMENTS AND REQUIREMENTS PRIOR TO BID SUBMISSION AND SUBSEQUENTLY ADHERE TO REQUIREMENTS DURING CONSTRUCTION 3. THE TENANT'S GENERAL CONTRACTOR MUST ISSUE A LIST OF ALL SUBCONTRACTORS AND EMERGENCY CONTACT NUMBERS, A SITE PHONE NUMBER AND AN OFFICE NUMBER TO THE TENANT COORDINATOR AND /OR THE TENANT'S PROJECT MANAGER. IT 15 THE RESPONSIBILITY OF THE TENANT GENERAL CONTRACTOR TO KEEP THIS LIST UP TO DATE AND INFORM THE TENANT COORDINATOR AND /OR TENANT'S PROJECT MANAGER OF ANY CHANGES WITHIN 24 HR5 OF THE OCCURRENCE. 4. THE TENANT'S GENERAL CONTRACTOR MUST FAMILIARIZE THEMSELVES WITH THE COMMENTS ON THEE LANDLORD'S AND BUILDING DEPARTMENT'S FINAL APPROVED PLANS AND WILL CONSTRUCT THE DEMISED PREMISES IN ACCORDANCE WITH ALL OF THE LANDLORD'S AND BUILDING DEPARTMENT'S COMMENTS. 5. THE TENANT'S GENERAL CONTRACTOR MUST ISSUE A CONSTRUCTION SCHEDULE (APPROVED BY TENANT'S PROJECT MANAGER) TO THE TENANT COORDINATOR AND /OR MALL MANAGER AT THE PRE - CONSTRUCTION MEETING. ANY DEVIATION FROM THE GONSTRUGTION SCHEDULE MUST BE SUBMITTED TO THE TENANT COORDINATOR AND /OR MALL MANAGER WITHIN 24 HRS. 6. A PERMIT BOARD SHALL BE POSTED BY THE TENANT GENERAL CONTRACTOR AT THE ENTRANCE TO THE DEMISED PREMISES CONTAINING A COPY OF 11-E BUILDING PERMIT, CONTRACTOR'S LICENSE, EMERGENCY CONTACT NUMBERS AND SAFETY INFORMATION (MSDS SHEETS). 1. THE TENANT (FOSSIL), WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK, ALTER, ADD TO OR DEDUCT FROM THE CONTRACT WORK. THE CONTRACT SUM WILL BE ADJUSTED ACCORDINGLY BY WRITTEN CHANGE ORDER 8. ALL WOOD IN DEMISED PREMISES INCLUDING DOORS, PLYWOOD, BLACKING, STOREFRONT, AND STORAGE ROOM SHELVING, IF REQUIRED BY THE GOVERNING MUNICIPAL CODES, SHALL EE FIRE RETARDANT IMPREGNATED WITH A FIRE - PROTECTIVE CHEMICAL TO PROVIDE A FLAME HAZARD CLASSIFICATION OF 25 OR LESS. 6.G. 15 TO FIELD VERIFY REQUIREMENTS WITH THE LOCAL MUNICIPALITY AND NOTIFY THE TENANT IN WRITING TO PROVIDE ANY TENANT FURNISHED MATERIAL WITH THE PROPER FIRE RETARDANT MATERIAL AS REQUIRED. PRIOR TO SUBMITTING A BID THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR VISITING /INSPECTING SITE CONDITIONS AND REPORTING ANY DISCREPANCIES BETWEEN THE PLANS AND EXISTING CONDITIONS TO TI-E PROJECT MANAGER. THE G.G. SHALL VERIFY CLEARANCES FOR DUCTWORK, PIPING, SPRINKLERS ETC. WHICH MAY CONFLICT WITH THE CEILING AND COORDINATE WITH FOSSIL ANY PROPOSED DIFFERENCES OR PROBLEMS PRIOR TO BIDDING OR ASSUME RESPONSIBILITY FOR ANY CORRECTIVE WORK NECESSARY TO COMPLETE THE CONSTRUCTION FOR OCCUPANCY. THE CONTRACTOR 15 RESPONSIBLE FOR INCLUDING ALL WORK RELATING TO EXISTING CONDITIONS IF SUCH CONDITIONS CAN BE DISCOVERED BY INSPECTING THE SITE. THE G.G. SHALL VERIFY ALL EXISTING DIMENSIONS TO VERIFY THAT THE SQUARE FOOTAGE STOREFRONT 15 AS SHOWN BEFORE COMMENCING CONSTRUCTION OR THE G.C. ASSUMES THE RESPONSIBILITY FOR CORRECTIVE WORK REQUIRED. 10. GENERAL CONTRACTOR, UNLESS OTHERWISE NOTED / ARRANGED, SHALL APPLY FOR AND OBTAIN AT THE CONTRACTOR'S SOLE EXPENSE, ALL NECESSARY CONSTRUCTION PERMITS REQUIRED BY ALL APPLICABLE BUILDING CODES AND REGULATORY CITY AND COUNTY AGENCIES. TENANT/TENANT'S AGENT WILL TYPICALLY MAKE APPLICATION FOR THE GENERAL BUILDING PERMIT ON BEHALF OF THE 6G. II. IT 15 THE 6.G.'S RESPONSIBILITY FOR COORDINATION OF ALL NEW WORK 4 EXISTING CONDITIONS. ALL WORK 15 TO BE TRIMMED OUT AND FINISHED TO MATCH ADJACENT SURFACES OR AS DIRECTED BY FOSSIL. THE G.G. 15 RESPONSIBLE FOR NOTIFYING THE FOSSIL PROJECT MANAGER OF ANY ITEMS MISSING OR NEDIN6 ADDITIONAL INFORMATION IN TIME AS NOT TO CAUSE ANY DELAY IN THE PROJECT. ANY CORRECTIVE WORK NOT NOTIFIED UNTIL AFTER INSTALLATION BECOMES TI-E RESPONSIBILITY OF THE 6.C,. TO PROVIDE ANY AND ALL WORK NECESSARY TO COMPLETE THE CONSTRUCTION FOR OCCUPANCY. 12. 6.C,. MUST HIRE A LANDLORD APPROVED ROOFING CONTRACTOR FOR ALL ROOF REPAIRS, NEV( CURBS, OR ANY PENETRATIONS ETC. 6.C,. 15 RESPONSIBLE FOR RETURNING ALL DEFECTIVE MATERIALS OF OWNER FURNISHED ITEMS OR ASSUME ALL COST FOR THE RE=PLACEMENT PARTS. 13. 6.C. 15 TO INSURE THAT THE UNDER 51-AB (FLOOR) UTILITIES AND STRUCTURE ARE NOT DAMAGED DURING FLOOR GUTTING OPERATIONS. 14. 6.C,. I5 REQUIRED TO COMPLETELY CLEAR SALES AND NON -SALES AREAS OF ALL CONSTRUCTION DEBRIS/MATERIALS PRIOR TO FINAL TURN-OVER/ACCEPTANCE OF SPACE. G.C. WILL ALSO BE RESPONSIBLE TO HAVE THE ENTIRE STORE (FLOORS, GLASS, DISPLAYS, SHELVING, FIXTURES AND TOILET ROOMS) PROFESSIONALLY GLEANED PRIOR TO FINAL TURN-OVER/ACCEPTANCE AND A SECOND TIME THE DAY BEFORE THE STORE OPENS FOR BUSINESS. 15. THE G.G. JO5 SUPERINTENDENT SHALL REMAIN ON SITE UNTIL THE STORE OPENS FOR BUSINESS (TYPICALLY ONE WEEK AFTER CONSTRUCTION COMPLETION). 16. THE DRAININ65 AND SPECIFICATIONS ARE PREPARED TO SHOW THE ARCHITECT'S INTENT IN THE DESIGN AND CONSTRUCTION FOR THIS PROJECT. IN ALL MATTERS RELATED TO THE USE OR INTERPRE=TATION OF 11-ESE VARIOUS DRAWINGS AND SPECIFICATIONS, THE OWNER'S REPRESENTATIVE WRITTEN STATEMENT SHALL BE CONSIDERED FINAL. 11. ALL CONSTRUCTION $ MATERIALS SHALL BE E=QUAL TO OR EXCEED MINIMUM REQUIREMENTS OF THE CURRENT EDITIONS OF LISTED CODES, AND ALL REQUIREMENTS OF THE VARIOUS GOVERNING AGENCIE=S. I. ALL WORK 15 TO BE COMPLETE, OPERABLE AND ACCOMPLISHED IN A NEAT AND WORKMANLIKE MANNER. IN ACCORDANCE WITH THE BEST PRACTICES OF THE VARIOUS TRADES AND TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. 14. SHOULD A DISCREPANCY APPEAR IN SPECIFICATIONS OR DRAWINGS OR IN WORK DONE BY OTHERS, THAT AFFECT THE WORK, NOTIFY THE GENERAL CONTRACTOR AND THE OWNER'S REPRESENTATIVE AT ONCE FOR INSTRUCTION. IF THE CONTRACTOR PROCEEDS WITH THE WORK AFFECTED WITHOUT WRITTEN INSTRUCTION FROM THE OWNER'S REPRESENTATIVE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY WORK RESULTING IN DAMAGE OR DEFECT. 20. SHOULD A CONFLICT OR DISCREPANCY OCCUR IN/OR BETWEEN DRAWINGS AND SPECIFICATIONS, IT IS DEEMED THAT THE CONTRACTOR HAS ESTIMATED THE MOST EXPEN5IVE MATE=RIALS AND CONSTRUCTION INVOLVED. UNLESS HE HAS ASKED FOR AND OBTAINED WRITTEN INSTRUCTION FROM THE OWNER'S REPRESENTATIVE AS TO WHICH METHOD OR MATERIALS WILL BE REQUIRED. 21. PRIOR TO SUBMISSION, THE GENERAL CONTRACTOR 15 TO BE FAMILIAR WITH THE EXISTING JOB SITE AND CONDITIONS. HE 15 TO ACCEPT THOSE EXISTING CONDITIONS AS HE FINDS THEM. 22. ALL TRADE ARE TO BE FAMILIAR WITH ALL DOCUMENTS AND INFORMATION SHOWN. INFORMATION ON ONE 15 AS BINDING AND 15 AS IF SHOWN ON ALL. 25. NO PORTION OF THE WORK REQUIRING A SHOP DRAWING OF SAMPLE SUBMISSION SHALL BE COMMENCED UNTIL THE SUBMISSION HAS BEEN APPROVED BY THE OWNER'S REPRESENTATIVE. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH APPROVED SHOP DRAWINGS AND SAMPLES. 24. THE CONTRACTOR SHALL CONFINE OPERATIONS AT THE SITE TO AREAS PERMITTED BY LAW, ORDINANCES, PERMITS AND THE CONTRACT DOCUMENTS. HE SHALL NOT UNREASONABLY ENCUMBER THE SITE WITH ANY MATERIALS OR EQUIPMENT. 25. THE CONTRACTOR SHALL DO ALL GUTTING, FITTING OR PATCHING OF HIS WORK THAT MAY BE REQUIRED AND SHALL NOT ENDANGER ANY WORK BY CUTTING, EXCAVATING, OR OTHERWISE ALTERING THE WORK OR ANY PART OF IT. 26. ALL PATCHING,, REPAIRING AND REPLACING OF MATERIALS AND SURFACES CUT OR DAMAGED IN EXECUTION OF WORK SHALL BE REPAIRED WITH APPLICABLE MATERIALS 50 THAT SURFACES REPLACED WILL UPON COMPLETION MATCH SURROUNDING SIMILAR SURFACES. 21. THE GENERAL CONTRACTOR SHALL MAINTAIN THE JOB SITE IN A GLEAN AND ORDERLY CONDITION, FREE OF DEBRIS AND LITTER AND SHALL REMOVE ALL TRASH AND DEBRIS AS A RESULT OF HIS OPERATION. GENERAL CONTRACTOR SHALL PROVIDE DUMPSTERS AS REQUIRED AND ALLOWED. 25. ALL MATERIAL STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED TO PREVENT DAMAGE AND DETERIORATION UNTIL USED. MATERIALS SHALL BE STORED PER MANUFACTURER'S REQUIREMENTS. FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK. MATERIALS SHALL BE ACCLIMATED TO JOB CONDITIONS FOR 45 HRS. PRIOR TO INSTALLATION. 2C,. THE CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED CONSTRUCTION. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC/. 30. OPENINGS, POCKETS, ETC. LARGER THAN 6 INCHES SHALL NOT BE PLACED IN SLABS, DECKS, BEAMS, JOISTS, COLUMNS, WALLS, ETC., UNLESS SPECIFICALLY DETAILED ON STRUCTURAL DRAWINGS. NOTIFY THE OWNER'S REPRESENTATIVE WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., NOT SHOWN ON THE CONTRACT DOCUMENTS, BUT NOT WHICH ARE LOCATED IN STRUCTURAL MEMBERS. 31. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOFS. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD. PROVIDE ADEQUATE SHORING AND /OR BRACING INHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 52. ACCESS PANEL -S SHALL BE PROVIDED FOR ELECTRICAL, PLUMBING, AND ALL OTHERS WHICH MAY BE REQUIRED. SEE DOOR SCHEDULE. 35. INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED SPECIFICATIONS, UNLC:I3 OTHERWISE SPECIFICALLY NOTED AND APPROVED BY THE OWNER'S REPRESENTATIVE. SEE DOOR SCHEDULE. 34. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES PROVIDING WORK EQUIPMENT AND MATERIALS FOR THIS PROJECT. 55. ALL FIRE RATED PARTITIONS INCLUDING TAPING AND FINISHING OF GYPSUM BOARD FACES SHALL BE IN ACCORDANCE WITH MANUFACTURER DIRECTIONS FOR ACHIEVING SPECIFIED RATING. ALL OPENINGS, GAPS, ETC. SHALL BE FILLED WITH APPROVED FIRE SAFNG. ALL MECHANICAL / ELECTRICAL PENETRATIONS SHALL CONFORM TO ALL CODES GOVERNING SUCH PENETRATIONS. 36. THE PARTITIONS DETAILED WITH SPECIFIC S.T.G. RATINGS AND FIRE RESISTIVE RATINGS ARE THE STANDARD TESTED SYSTEMS PUBLISHED BY UNITED STATES GYPSUM COMPANY. EXCEPT AS EXCEEDED BY THESE DRAWINGS AND THE MANUFACTURER'S PUBLISHED SPECIFICATIONS AND DETAILS TO ACHIEVE THE REQUIRED S.T.G. AND FIRE RESISTIVE RATINGS. 31. EXISTING STRUCTURE TO BE PROTECTED DURING CONSTRUCTION REPLACE ANY FIRE - PROTECTION THAT MAY BE DAMAGED DURING CONSTRUCTION. 3s. 15.G. TO PROVIDE FIRE STOPPING AT ALL HORIZONTAL STUD SPACES AT GEILIN6 LEVEL AND AT SOFFITS. 3Q. ALL PENETRATIONS IN FIRE RATED CONSTRUCTION MUST BE SEALED WITH AN APPROVED FIRE STOPPING AND /OR FIRE CAULKING MATERIAL. U56- THERMAFISER SAFNG OR EQUAL. 40. G.C. SHALL FILL OR GRIND CONCRETE FLOOR AS REQUIRED AT ENTRY TO MATCH MALL AND TENANT FLOORING ELEVATION IF APPLICABLE. GENERAL NOTES 41. SUPPLY RESILIENT FLOORING AS SCHEDULED. 6.C. SHALL OBSERVE EXISTING SLAB AND IF REQUIRED, GRIND AND /OR EPDXY FILL FLOOR TO BE LEVEL PRIOR TO INSTALLING FINISH FLOOR MATERIAL. 42. FIRE EXTINGUISHER - GLASS 2A:I0EG TEN (10) LB., MP. DRY CHEMICAL OR AS REQUIRED BY THE LOCAL FIRE MARSHALL. INSTALL PER CURRENT N.F.P.A. PAMPHLET #10. THE MAXIMUM TRAVEL DISTANCE IS 15' TO FIRE EXTINGUISHER. PROVIDE TWO (2) MIN. 45. APPLICABLE OSHA RULES AND REGULATIONS MUST BE ADHERED TO AT ALL TIMES, UNLESS OTHERWISE AGREED UPON, THE TENANT'S GENERAL CONTRACTOR SHALL HOLD WEEKLY SAFETY MEETINGS WITH ALL OF HIS SUBCONTRACTORS AND A COPY OF THE TOPICS DISCUSSED WITH A SIGN -IN SHEET WILL BE SUBMITTED TO THE TENANT COORDINATOR AND /OR MALL MANAGER THE DAY OF THE MEETING. THE TENANT AND THE TENANT'S GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL APPLICABLE REQUIREMENTS OF OSHA AND THE LANDLORD 44. THE TENANT COORDINATOR/MALL MANAGER SHALL BE NOTIFIED OF ALL DELIVERIES WITH SUFFICIENT NOTICE TO COORDINATE WITH SECURITY THE NECESSARY STAGING AND DELIVERY REQUIREMENTS, 45. THE TENANT CONTRACTOR MUST CHECK IN WITH THE ON -SITE TENANT COORDINATION TEAM AND /OR MALL MANAGER UPON ARRIVAL AT THE SITE 46. THE TENANT'S GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY POWER, UNLESS OTHERWISE NOTED. POWER SHALL BE COORDINATED WITH LANDLORD AND POWER COMPANY AND SHALL BE ADEQUATE FOR USE BY ALL HIS WE:CONTRACTORZS. 41. THE TENANT'S GENERAL CONTRACTOR 15 RESPONSIBLE FOR SECURING THEIR SPACE. ALL PROTECTION AND BARRICADES MUST NOT BE ATTACHED OR FASTENED TO THE LANDLORD STRUCTURE, FINISHES AND FACADE. 45. COMBUSTIBLE MATERIALS ARE NOT PERMITTED ABOVE FINISHED CEILINGS OR IN ANY CONCEALED, NON- SPRINKLERED SPACE. FRT WOOD MAY BE USED IF PERMITTED BY LOCAL CODES. 4 THE TENANT CONTRACTOR SHALL COMPLY WITH LOCAL JURISDICTION FOR TESTING AND INSPECTION REQUIREMENTS, INCLUDING ANY SPECIAL INSPECTIONS. SO. THE TENANT'S GENERAL CONTRACTOR 15 RESPONSIBLE FOR ALL TEMPORARY FIRE PROTECTION DURING CONSTRUCTION TO SATISFY LOCAL, COUNTY AND STATE CODES. 51. INSPECTIONS: IT IS THE RESPONSIBILITY OF THE TENANT/TENANTS CONTRACTOR(S) TO DETERMINE WHAT INSPECTIONS WILL BE NEEDED AND TO SCHEDULE AND COORDINATE ACCORDINGLY. UPON PASSING 11-E FINAL INSPECTION AND PRIOR TO COMPLETION, A DOPY OF THE 'CERTIFICATE OF OCCUPANCY /COMPLETION' (MUST BE GIVEN TO THE LANDLORD AND TENANT'S PROJECT MANAGER. 52. PARTITIONS AND CEILINGS SHALL BE PLUMB, LEVEL AND/ OR TRUE TO INTENDED LINE IN ACCORDANCE WITH TOLERANCES IN THE SPECIFICATIONS OR THE RECOMMENDED TRADE STANDARD, WHICHEVER 15 MORE STRINGENT. 55. TAPE AND FILL JOINTS AND SEAL PERIMETERS OF ANY SHAFTS, PLENUMS, ETG.(IF APPLICABLE) SO THAT ASSEMBLIES ARE AIR TIGHT. 54, INCREASE STUD DEPTH AND GAUGE WHERE REQUIRED FOR HANGERS, ELECTRIC PANELS, FIRE HOSE CABINETS, PLUMBING LINES, ELECTRICAL CONDUIT AND SIMILAR ITEMS. VERIFY LOCATIONS WITH THE OTHER CONTRACTORS AND REVIEW FURRED AREAS IN ADDITION TO THOSE SHOWN ON THE DRAWINGS WITH ARCHITECT PRIOR TO INSTALLATION. CRITICAL FOSSIL PROCEDURES I. GEtRAL CONTRACTOR AND MEP: A FIRE SPRINKLER SYSTEM: THE FIRE SPRINKLER SYSTEM 15 A DESIGN/BUILD SYSTEM. IT 15 THE FIRE SPRINKLER CONTRACTOR'S RESPONSIBILITY TO SUBMIT A SID FOR A DESIGN THAT TAKES INTO ACCOUNT THE CURRENT STATIC, AND RESIDUAL PRESSURE AVAILABLE. THE FIRE SPRINKLER CONTRACTOR IS RESPONSIBLE FOR THE INTEGRITY OF THE ENTIRE SYSTEM, BOTH NEV AND EXISTING. INSURE THAT PAINT 15 NOT FOUND ON ANY SPRINKLER HEADS. 2. ENERGY MANAGEMENT SYSTEM (SEE MECHANICAL/ELECTRICAL PLANS FOR APPIGABILITY) SEE MECHANICAL SPECIFICATIONS FOR ADDITIONAL INFORMATION. A THE ENTIRE SCOPE OF WORK REQUIRED FOR A WORKING SYSTEM 15 DETAILED IN THE DRAWINGS. IT 15 THE GENERAL CONTRACTOR'S REPRESENTATIVE'S RESPONSIBILITY TO ENSURE THAT A COMPLETE SYSTEM IS BID AND INSTALLED. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR THE PRECISE AND ON -TIME COORDINATION OF THEIR ELECTRICAL AND MECHANICAL SUBCONTRACTORS. 3. ON THE FIRST DAY OF CONSTRUCTION; THE GENERAL CONTRACTOR SHALL COMPLETE THE FOLLOWING: A PROVIDE AND MAINTAIN IN GOOD CONDITION AN ON -SITE TEMPORARY JOB DESK SIZED TO PROVIDE WORKABLE SPACE FOR THE SUPERINTENDENT. THE JOE3 DESK SHALL BE SECURABLE, WITH STORAGE FOR PROJECT RECORD DOCUMENTS, AND PROVIDED WITH ADEQUATE LIGHTING AND POWER. PROVIDE AND MAINTAIN THE FOLLOWING OFFICE EQUIPMENT ITEMS IN/ON THE JOB -SITE FOR THE DURATION OF THE PROJECT. I. PROVIDE RELIABLE ACCESS TO A PLAIN PAPER FAX/COPY MACHINE (CAPABLE OF BOTH SENDING AND RECEIVING FAXES. 2. PROVIDE A COMPUTER CAPABLE OF E -MAIL 3. PROVIDE A DIGITAL CAMERA 4. PROVIDE TEMPORARY UTILITIES IMMEDIATELY. 4. DURING THE COURSE OF CONSTRUCTION; THE GENERAL CONTRACTOR SHALL MEET THE FOLLOWING REQUIREMENTS. A. MANAGEMENT/ SUPERVISION DUTIES: I. JOB -SITE SUPERINTENDENT SHALL BE ON -SITE FULL TIME DURING NORMAL CONSTRUCTION HOURS. JOB-SITE SUPERINTENDENT SHALL ATTEND ALL SITE MEETINGS. 2. THE GENERAL CONTRACTOR AND SUB- CONTRACTORS SHALL PROVIDE ADDITIONAL JOB -SITE PERSONNEL AS REQUIRED BY THE PROJECT IN ORDER TO PROVIDE PROPER QUALITY CONTROL MEASURES, JOB -SITE SAFETY, COORDINATION, AND SUPERVISION OF THE PROJECT. B. THE GENERAL CONTRACTOR PROJECT MANAGER WILL NOT BE REQUIRED TO REMAIN ON -SITE, BUT HE/SHE SHALL BE MADE READILY ACCESSIBLE DURING NORMAL CONSTRUCTION HOURS, AND WILL BE REQUIRED TO ATTEND PROJECT MEETINGS AS THE PROJECT DEMANDS AND THE FOLLOWING REQUIRED JOB-SITE MEETINGS: PRE= - CONSTRUCTION MEETINGS, PROJECT MEETINGS, STORE PUNCH BY b.C. PROJECT MANAGER, INTERIM AND FINAL PERMIT INSPECTIONS. C. THE GENERAL CONTRACTOR PROJECT MANAGER WILL ENSURE THE SITE SUPERINTENDENT CHECKS MATERIALS FOR QUALITY AND SPECIFICATIONS AND DAMAGE, DIMENSIONS /CONGESTION PRIOR TO INSTALLATION, AND FIELD VERIFIES ALL SITE DIMENSIONS UPON ARRIVAL' PROMPTLY REPORTING AND DISCREPANCIES FOUND. 5. RESERVE A FULL SET OF PLANS AND SPECIFICATIONS TO BE DESIGNATED 'MASTER AS -BUILT SET" ON HAND AT THE SITE AT ALL TIMES. THE FOSSIL REPRESENTATIVE AND /OR ARCHITECTS/ENGINEERS WILL USE THIS SET TO LOG ANY °FIELD WORK ORDERS" OR 'CLARIFICATIONS' MILE ON 517E. 6. PROVIDE A SIGN -IN LOG FOR ALL VISITORS, SUBCONTRACTORS, AND GENERAL CONTRACTOR PERSONNEL FOR FOSSIL'S REVIEW AND USE. THE DAILY LOG SHALL LIST ALL PERSONS, COMPANY AFFILIATION, THE TIME IN AND OUT ON THE LOG SHEET. ALL NAMES SHALL BE BOTH PRINTED AND SIGNED. - i. WEEKLY, COMPLETE THE FOSSIL FIELD REPORT SENT OUT AT BID AND PHOTOGRAPH IN A PANORAMIC STYLE A MINIMUM OF 16 DIGITAL PICTURE=S. SOFTCOPIES OF THE WEEKLY FIELD REPORTS AND MOST CURRENT DIGITAL PHOTOGRAPHS ARE DUE YKLY TO THE FOSSIL REPRESENTATIVE FOR THE DURATION OF THE PROJECT. JOB -SITE SUPER TO SAFEGUARD AND KEEP THE ORIGINALS ON FILE AND EASILY ACCESSIBLE AT THE JOB SITE FOR FURTHER DISCUSSIONS AND REFERENCING. J3. PROVIDE A "FINAL INSPECTION REQUEST PROCEDURE" DOCUMENT BASED ON LOCAL PROCEDURES. THIS SHOULD BE FORWARD TO THE FOSSIL REPRESENTATIVE WITHIN THE FIRST 15 DAYS OF THE PROJECT. A DOCUMENT ALL PROCEDURES AND INSPECTIONS REQUIRED TO OBTAIN CERTIFICATE OF OCCUPANCY AND PERMISSION TO OPEN FOR EUSINESS (INCLUDING ANY INSPECTIONS REQUIRED AFTER THE STORE IS FULLY MERCHANDISED). B. PROVIDE COPIES OF ANY FORMS THAT ARE REQUIRED TO BE FILLED OUT BY FOSSIL IN ORDER TO OBTAIN A CERTIFICATE OF OCCUPANCY AND /OR ARE REQUIRED TO OPEN FOR BUSINESS. Q. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR ALL OWNER SUPPLIED MATERIALS (05M) ITEMS UPON RECEIPT AND WILL BE FINANCIALLY RESPONSIBLE FOR ANY MISSING OR DAMAGED ITEMS THAT ARE ACCEPTED AND NOT NOTED AS DAMAGED OR MISSING ON THE BILL OF LADING. 10. THE GENERAL CONTRACTOR WILL SAFEGUARD AND RECORD ALL BILL OF LADING RE C IIPT 5 � A t LISTS FOR Fe ,t- TO THE JOB SITE AND BE ABLE TO PRODUCE AS REQUESTED BY F - NCE CODE C o, PUi\ AppROVED MAR - 200 Of Tukwi ILDIIG OSO921 17 -- -- ,.- �.+I �' FEB 1 9 2008 PLHM1I Gj- 1 `R GROSS AREA SALES STOCK TOILET g g 5 O V Um Wz as cc 5 LL 5 h PROJECT NO. 07M1III DATE: I/23/08 DRAWN BY: LLB SCALE: AS NOTED FILE: 07M I 1 I I -A0.2 .DWG 1,478 5.F. 1,221 S.F. 1G2 5.F. 63 S.F. REVISIONS: I 12/14/O1 OWNER LLJ SHEET TITLE: SPECIFICATIONS A0.3 SCALE: 1/2' - 1' -0' I. G.G. SHALL PROVIDE FIRE EXTINGUISHER (WALL MOUNTED) PER LOCAL CODE. LOCATE ONE IN STOCK ROOM AND ONE AT CASH WRAP. COORDINATE WITH FIRE MARSHAL 2. G.G. SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO COMMENCEMENT OF WORK. ANY CONDITIONS FOUND TO BE DIFFERENT FROM THOSE SHOWN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. 5. ALL OUTSIDE CORNERS OF GYPSUM BOARD CONSTRUCTION TO RECEIVE METAL CORNER REINFORCING. 4. ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. 5. G.G. TO MAINTAIN ONE HOUR FIRE RATING AT ALL SERVICE CORRIDOR WALLS AND DEMISING WALL CONSTRUCTION. G.G. SHALL REPAIR ANY DAMAGE CAUSED THROUGH THE COURSE OF CONSTRUCTION TO THE SPRAY FIREPROOFING IN ORDER TO MAINTAIN THE PROPER FIRE RATING. 6. MATERIALS SHALL BE NEW AND OF FIRST QUALITY. ALL WORKMANSHIP SHALL BE PERFORMED BY SKILLED CRAFTSMAN. ALL MATERIALS AND LABOR SHALL MEET THE HIGHEST STANDARDS OF THE INDUSTRY. 1. ALL CONSTRUCTION MUST BE NON - COMBUSTIBLE INCLUDING ANY MATERIALS USED ABOVE THE CEILING OR CONCEALED IN THE WALLS. S. WOOD USED IN THIS CONSTRUCTION TO BE FIRE RETARDANT AND SO MARKED. q. EACH PRIME CONTRACTOR SHALL REPLACE AND /OR RESTORE ALL MATERIALS STORED OR INSTALLED ON THE SITE SUBJECT TO DAMAGE OR THEFT. 10. ALL PROPOSED CORING OF THE CONCRETE SLAB FLOORS MUST BE SUBMITTED, A MINIMUM OF 50 DAYS BEFORE THE PROPOSED CORING DATE, TO THE LANDLORD'S STRUCTURAL ENGINEER. II. NEW CONSTRUCTION SHALL BE PLACED SO AS TO ALIGN AND FLUSH WITH EXISTING CONDITIONS WHICH ARE INDICATED TO REMAIN. 12. G.G. TO PROVIDE AND INSTALL A 5/4" THICK X 4' X 5' PAINTED PLYWOOD PANEL FOR EQUIPMENT. SEE ELECTRICAL SHEET. 13. G.G. TO PROVIDE AND INSTALL DOOR BUZZER AND BELL MECHANI SM. 14. ALL SECURITY DEVICES / MOTION DETECTOR MOUNTED @ 1 1' -0" A.F.F. REFERENCE ELECTRICAL SHEETS FOR PROPER LOCATION. 15. ALL THERMOSTATS SHALL BE MOUNTED AT 48" A.F.F. BY G.G. 16. G.G. SHALL PROVIDE AND INSTALL DOOR CONTACTORS AT ALL EGRESS DOOR LOCATIONS PER OWNERS SPECIFICATIONS. I. ALL CONCRETE PATCHING MUST EE LEVEL WITH THE EXISTING CONCRETE FLOOR I. ALL 61 BD. IN SALES AREA TO HAVE LEVEL 5 FINSIH. ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE EMBEDDED IN JOINT COMPOUND AND THREE SEPARATE COATS OF JOINT COMPOUND APPLIED OVER ALL JOINTS, ANGLES, FASTNER HEADS, AND ACCESSORIES. A THIN SKIM COAT OF JOINT COMPOUND, OR A MATERIAL MANUFACTURED ESPECIALLY FOR THIS PURPOSE, SHALL BE APPLIED TO THE ENTIRE SURFACE. THE SURFACE SHALL BE SMOOTH AND FREE OF TOOL MARKS AND RIDGES. NOTE: IT 15 RECOMMENDED THAT THE PREPARED SURFACE BE COATED WITH A PRIMER/SEALER PRIOR TO THE APPLICATION OF FINISH PAINT. GENERAL NOTES 7 LEASELINE EXIST. DEMISING WALL TENANT'S G.G. TO PROVIDE WD. BLOCKING; COORDINATE WITH FIXTURE WORK SCALE 1 1/2' - 1' -0' LEASELINE EXIST. DEMISING WALL ENLARGED FEATURE WALL • FEATURE WALL PANEL DETAIL EXTENT OF STONE VENEER GYP. BD. HEADER @ 10' -4 I /2" A.F.F./ SILL @ 2' -I 5/4" A.F.F. I 1 /2" DRY STACK STONE VENEER; REFER TO FINISH SCHEDULE. SCALE: 3/4' - ST -I J -BOX POWER SUPPLY REFER TO POWER PLAN LINE OF CEILING ABOVE @ 12' -0" A.F.F ACT-1 STONE VENEER AS SPECIFIED ON 5/5" CEMENT BACKER BOARD SUPPORTED BY IS GAUGE FULL HT. PARTITION 5T -I A505 -4 -01 I /S" X 5" X 2" STEEL ANGLE TO SUPPORT STONE; BLOCK AND ANCHOR AS NECESSARY SCHEDULED FIXTURE RECESSED INTO STONE WALL FULL HT. STOCKROOM PARTITION STONE VENEER AS SPECIFIED ON 5 /5" CEMENT BACKER BOARD SUPPORTED BY 18 GAUGE FULL HT. PARTITION ST -I FEATURE WALL SECTION COLUMN DETAIL !I II I/Air AWN" %" r / SIM 41,41W 4.1r:141 11/2" THICK STONE VENEER AS SPECIFIED ON 5/S" CEMENT BACKER BOARD SUPPORTED BY 18 GAUGE FULL HT. PARTITION - N - r�iw, rmirirF. moavw .armays-wiw.�rywww.hmrxinvx wxuwr'sxcmrr �i'X�t++1f�.�/���.�' rx�, }tii: xw *. I yr 11■1 tS?i;?.oYi .r�.F,�rxxf' x .w1 Ax' rrasrssrf .rmsrrrrvrrrr;-: rr�ys., rww, r mcR* rw�wmi :or;:exrxw.orm- smr..00rrrxpa r2, 14' -4" ROUGH OPENING 25' -1 1/2" 5' -8 1/2" DEFLECTION STUD SCALE N.T.S. 3" GYP. D. ON 5/8" METAL SCALE: 1' - 1' -O' NOTE : SIZE DEEP LEG TRACK TO ACCOMMODATE A DEFLECTION OF L/560 OF THE JOISTS OR BEAM SPAN. SIZE DEEP LEG TRACK TO ALLOW FOR ONE INCH OF STUD OVERLAP PLUS DEFLECTION ALLOWANCE. NOTE : DO NOT SECURE METAL STUDS OR GYPSUM WALL BOARD TO DEEP LEG TRACK. NOTE: NO CONNECTIONS ARE TO BE MADE TO UNDERSIDE OF DECK CEILING LINE 5 FLOOR PLAN SCALE: 1/4' - 1' -0' FIRE STOP AT CEILING LINE, TYP. . BRACING AT 4S" O.G. STRUCTURAL DEFLECTION ALLOWANCE CEILING LINE DEEP LEG TRACK - SECURE TO UNDERSIDE OF TRUSSES. METAL RUNNER AT STUDS - SECURE GYP. BD. TO METAL RUNNER EXISTING STRUCTURAL COLUMN WOOD BASE BELOW 1WD -I1 5/5" GYP. BD ON 2" MTL. STUDS IF -1131 14' -IO 3/4" 4 TENANT MUST MAINTAIN b' CLEAR OPEN HEIGHT ABOVE COMMON TENANT DEMISING WALLS AND BELOW STRUCTURE. CEILING AS SCHEDULED STOCK ROOM 5 /S" TYPE "X'' GYP. 5D. 5 5/8" IS GA. METAL STUDS @ 16" O.G. SCALE N.T.S. MENT BACKER BOARD MASONRY STONE FINISH SALES 5/5" CEMENT BACKER BOARD FEATURE WALL REFER TO DETAIL 1 /AI.I MASONRY STONE FINISH NOTE: FASTENERS FOR THE METAL STUDS MAY NOT PENETRATE THE ROOF DECK OR MEMBRANE. 3 PARTITION TYPES 44' -6 3/4" LEASE LINE N.I.G. @ ADJACENT TENANT CEILING AS SCHEDULED EXISTING METAL STU VERIFY SPACING 5/8" TYPE "X" GYP. BD. PROVIDED AND INSTALLED BY G.G. THE FOLLOWING FAST•ING REQUIREMENTS ARE TAKEN FROM UL'S SPECIFICATION FOR THE INDICATED ASSEMBLY. RCrER TO UL'S DOCUMENTATION FOR COMPLETE ASSEMBLY REQUIREMENTS AND ALLOWABLE OPTIONS: GYPSUM BOARD: 5/8" THICK, 4 FT WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH I" LONG, TYPS S STEEL SCREWS SPACED S" OC. ALONG EDGES OF BOARD AND 12" OC IN THE FIELD OF THE BOARD. JOINTS ORIENTATED VERTICALLY AND STAGGERED ON OPPOSITE SIDE OF THE ASSEMBLY. EXIST. DEMISING WALL U.L. NO. U465 HEIGHT LIMITATIONS FOR 20 GA. STUDS @ lb" O.G. (TO BE USED ON STUDS SPANNING FLOOR TO ROOF DECK) 3 -5/8" METAL STUDS -15 4" METAL STUDS - 16' -6" • 6" METAL STUDS - 22-10" S" METAL STUDS - 2S' - S" (7)9 O V O U7 5/8" TYPE "X" GYP. BD. -5 5/8" 16 GA. METAL STUDS @ 16" O.G. .145 SHOT PINS OR POWDER DRIVEN FASTENERS 012" O.G. OR I/2" DIA. EXPANSION BOLTS ▪ @ 48" O.G. THROUGH - APPROPRIATE STEEL CHANNEL BOTTOM PLATE I" MIN EMBEDMENT STOCK: /SALES WALL NEW STOCK /TOL I ET WALL HEIGHT LIMITATIONS FOR 24 GA. STUDS @ 16" O.G. (TO BE USED ON STUDS SPANNING FLOOR TO ABOVE CEILING) 3 -5/S" METAL STUDS - II' -4" 4" METAL STUDS - 12' -4" 6" METAL STUDS - N/A S" METAL STUDS - N/A 0 LEASE LINE TOILET ROOM 3' - 3/S" // 4 - /S" STOOK. ROOM WS" 5/S" STONE VENEER STONE VENEER 12' -h 1/2" STONE VENEER ABOVE AND BELOW INSET UNIT LINE OF HEADER SILL PAINTED DRYWALL --1i I COLUMN I LEASE LINE SALES AREA 14'-11 1/2" IO' 7/8" LEASELINE DIM. 4' I3' -5 1/4" . LEASELINE DIM. 4" 6'-ci 5/8" 3' -2 1/2" '\ \ REVIEWED FOR CODE COMPLIANCE APPROVED MAY - 5 2008 City Of Tukwila Bo. ILDING DIVISION ENTRY 001 5/8" TYPE "X" GYP. BD. 3 5/8" 16 GA. METAL STUDS @ 16" O.G. .145 SHOT PINS OR POWDER DRIVEN FASTENERS 0112" O.G. OR 1/2" DIA. EXPANSION BOLTS @ 48" O.G. THROUGH APPROPRIATE STEEL. CHANNEL BOTTOM PLATE I" MIN EMBEDMENT LINE OF CANOPY LEASE LINE APR 3 0 2008 PERMIT CENTLI 2 PROJECT NO. DATE: DRAWN BY SCALE: 0J1MIIII I /23/08 LL_1 AS NOTED FILE: o-/MI I I I --A 1. I .DING GROSS AREA SALES STOCK TOILET REVISIONS: SHEET TITLE: 1.1 1,418 S.F. 1,221 S.F. 1'12 S.F. 65 S.F. 4/24/O8 OWNER/LANDLORD FLOOR PLAN II" q 3/4" MIMI t $IL I SCALE: 1/2' - 1' -0' I. G.G. SHALL PROVIDE FIRE EXTINGUISHER (WALL MOUNTED) PER LOCAL CODE. LOCATE ONE IN STOCK ROOM AND ONE AT CASH WRAP. COORDINATE WITH FIRE MARSHAL 2. G.G. SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO COMMENCEMENT OF WORK. ANY CONDITIONS FOUND TO BE DIFFERENT FROM THOSE SHOWN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. 5. ALL OUTSIDE CORNERS OF GYPSUM BOARD CONSTRUCTION TO RECEIVE METAL CORNER REINFORCING. 4. ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. 5. G.G. TO MAINTAIN ONE HOUR FIRE RATING AT ALL SERVICE CORRIDOR WALLS AND DEMISING WALL CONSTRUCTION. G.G. SHALL REPAIR ANY DAMAGE CAUSED THROUGH THE COURSE OF CONSTRUCTION TO THE SPRAY FIREPROOFING IN ORDER TO MAINTAIN THE PROPER FIRE RATING. 6. MATERIALS SHALL BE NEW AND OF FIRST QUALITY. ALL WORKMANSHIP SHALL BE PERFORMED BY SKILLED CRAFTSMAN. ALL MATERIALS AND LABOR SHALL MEET THE HIGHEST STANDARDS OF THE INDUSTRY. 1. ALL CONSTRUCTION MUST BE NON - COMBUSTIBLE INCLUDING ANY MATERIALS USED ABOVE THE CEILING OR CONCEALED IN THE WALLS. S. WOOD USED IN THIS CONSTRUCTION TO BE FIRE RETARDANT AND SO MARKED. q. EACH PRIME CONTRACTOR SHALL REPLACE AND /OR RESTORE ALL MATERIALS STORED OR INSTALLED ON THE SITE SUBJECT TO DAMAGE OR THEFT. 10. ALL PROPOSED CORING OF THE CONCRETE SLAB FLOORS MUST BE SUBMITTED, A MINIMUM OF 50 DAYS BEFORE THE PROPOSED CORING DATE, TO THE LANDLORD'S STRUCTURAL ENGINEER. II. NEW CONSTRUCTION SHALL BE PLACED SO AS TO ALIGN AND FLUSH WITH EXISTING CONDITIONS WHICH ARE INDICATED TO REMAIN. 12. G.G. TO PROVIDE AND INSTALL A 5/4" THICK X 4' X 5' PAINTED PLYWOOD PANEL FOR EQUIPMENT. SEE ELECTRICAL SHEET. 13. G.G. TO PROVIDE AND INSTALL DOOR BUZZER AND BELL MECHANI SM. 14. ALL SECURITY DEVICES / MOTION DETECTOR MOUNTED @ 1 1' -0" A.F.F. REFERENCE ELECTRICAL SHEETS FOR PROPER LOCATION. 15. ALL THERMOSTATS SHALL BE MOUNTED AT 48" A.F.F. BY G.G. 16. G.G. SHALL PROVIDE AND INSTALL DOOR CONTACTORS AT ALL EGRESS DOOR LOCATIONS PER OWNERS SPECIFICATIONS. I. ALL CONCRETE PATCHING MUST EE LEVEL WITH THE EXISTING CONCRETE FLOOR I. ALL 61 BD. IN SALES AREA TO HAVE LEVEL 5 FINSIH. ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE EMBEDDED IN JOINT COMPOUND AND THREE SEPARATE COATS OF JOINT COMPOUND APPLIED OVER ALL JOINTS, ANGLES, FASTNER HEADS, AND ACCESSORIES. A THIN SKIM COAT OF JOINT COMPOUND, OR A MATERIAL MANUFACTURED ESPECIALLY FOR THIS PURPOSE, SHALL BE APPLIED TO THE ENTIRE SURFACE. THE SURFACE SHALL BE SMOOTH AND FREE OF TOOL MARKS AND RIDGES. NOTE: IT 15 RECOMMENDED THAT THE PREPARED SURFACE BE COATED WITH A PRIMER/SEALER PRIOR TO THE APPLICATION OF FINISH PAINT. GENERAL NOTES 7 LEASELINE EXIST. DEMISING WALL TENANT'S G.G. TO PROVIDE WD. BLOCKING; COORDINATE WITH FIXTURE WORK SCALE 1 1/2' - 1' -0' LEASELINE EXIST. DEMISING WALL ENLARGED FEATURE WALL • FEATURE WALL PANEL DETAIL EXTENT OF STONE VENEER GYP. BD. HEADER @ 10' -4 I /2" A.F.F./ SILL @ 2' -I 5/4" A.F.F. I 1 /2" DRY STACK STONE VENEER; REFER TO FINISH SCHEDULE. SCALE: 3/4' - ST -I J -BOX POWER SUPPLY REFER TO POWER PLAN LINE OF CEILING ABOVE @ 12' -0" A.F.F ACT-1 STONE VENEER AS SPECIFIED ON 5/5" CEMENT BACKER BOARD SUPPORTED BY IS GAUGE FULL HT. PARTITION 5T -I A505 -4 -01 I /S" X 5" X 2" STEEL ANGLE TO SUPPORT STONE; BLOCK AND ANCHOR AS NECESSARY SCHEDULED FIXTURE RECESSED INTO STONE WALL FULL HT. STOCKROOM PARTITION STONE VENEER AS SPECIFIED ON 5 /5" CEMENT BACKER BOARD SUPPORTED BY 18 GAUGE FULL HT. PARTITION ST -I FEATURE WALL SECTION COLUMN DETAIL !I II I/Air AWN" %" r / SIM 41,41W 4.1r:141 11/2" THICK STONE VENEER AS SPECIFIED ON 5/S" CEMENT BACKER BOARD SUPPORTED BY 18 GAUGE FULL HT. PARTITION - N - r�iw, rmirirF. moavw .armays-wiw.�rywww.hmrxinvx wxuwr'sxcmrr �i'X�t++1f�.�/���.�' rx�, }tii: xw *. I yr 11■1 tS?i;?.oYi .r�.F,�rxxf' x .w1 Ax' rrasrssrf .rmsrrrrvrrrr;-: rr�ys., rww, r mcR* rw�wmi :or;:exrxw.orm- smr..00rrrxpa r2, 14' -4" ROUGH OPENING 25' -1 1/2" 5' -8 1/2" DEFLECTION STUD SCALE N.T.S. 3" GYP. D. ON 5/8" METAL SCALE: 1' - 1' -O' NOTE : SIZE DEEP LEG TRACK TO ACCOMMODATE A DEFLECTION OF L/560 OF THE JOISTS OR BEAM SPAN. SIZE DEEP LEG TRACK TO ALLOW FOR ONE INCH OF STUD OVERLAP PLUS DEFLECTION ALLOWANCE. NOTE : DO NOT SECURE METAL STUDS OR GYPSUM WALL BOARD TO DEEP LEG TRACK. NOTE: NO CONNECTIONS ARE TO BE MADE TO UNDERSIDE OF DECK CEILING LINE 5 FLOOR PLAN SCALE: 1/4' - 1' -0' FIRE STOP AT CEILING LINE, TYP. . BRACING AT 4S" O.G. STRUCTURAL DEFLECTION ALLOWANCE CEILING LINE DEEP LEG TRACK - SECURE TO UNDERSIDE OF TRUSSES. METAL RUNNER AT STUDS - SECURE GYP. BD. TO METAL RUNNER EXISTING STRUCTURAL COLUMN WOOD BASE BELOW 1WD -I1 5/5" GYP. BD ON 2" MTL. STUDS IF -1131 14' -IO 3/4" 4 TENANT MUST MAINTAIN b' CLEAR OPEN HEIGHT ABOVE COMMON TENANT DEMISING WALLS AND BELOW STRUCTURE. CEILING AS SCHEDULED STOCK ROOM 5 /S" TYPE "X'' GYP. 5D. 5 5/8" IS GA. METAL STUDS @ 16" O.G. SCALE N.T.S. MENT BACKER BOARD MASONRY STONE FINISH SALES 5/5" CEMENT BACKER BOARD FEATURE WALL REFER TO DETAIL 1 /AI.I MASONRY STONE FINISH NOTE: FASTENERS FOR THE METAL STUDS MAY NOT PENETRATE THE ROOF DECK OR MEMBRANE. 3 PARTITION TYPES 44' -6 3/4" LEASE LINE N.I.G. @ ADJACENT TENANT CEILING AS SCHEDULED EXISTING METAL STU VERIFY SPACING 5/8" TYPE "X" GYP. BD. PROVIDED AND INSTALLED BY G.G. THE FOLLOWING FAST•ING REQUIREMENTS ARE TAKEN FROM UL'S SPECIFICATION FOR THE INDICATED ASSEMBLY. RCrER TO UL'S DOCUMENTATION FOR COMPLETE ASSEMBLY REQUIREMENTS AND ALLOWABLE OPTIONS: GYPSUM BOARD: 5/8" THICK, 4 FT WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH I" LONG, TYPS S STEEL SCREWS SPACED S" OC. ALONG EDGES OF BOARD AND 12" OC IN THE FIELD OF THE BOARD. JOINTS ORIENTATED VERTICALLY AND STAGGERED ON OPPOSITE SIDE OF THE ASSEMBLY. EXIST. DEMISING WALL U.L. NO. U465 HEIGHT LIMITATIONS FOR 20 GA. STUDS @ lb" O.G. (TO BE USED ON STUDS SPANNING FLOOR TO ROOF DECK) 3 -5/8" METAL STUDS -15 4" METAL STUDS - 16' -6" • 6" METAL STUDS - 22-10" S" METAL STUDS - 2S' - S" (7)9 O V O U7 5/8" TYPE "X" GYP. BD. -5 5/8" 16 GA. METAL STUDS @ 16" O.G. .145 SHOT PINS OR POWDER DRIVEN FASTENERS 012" O.G. OR I/2" DIA. EXPANSION BOLTS ▪ @ 48" O.G. THROUGH - APPROPRIATE STEEL CHANNEL BOTTOM PLATE I" MIN EMBEDMENT STOCK: /SALES WALL NEW STOCK /TOL I ET WALL HEIGHT LIMITATIONS FOR 24 GA. STUDS @ 16" O.G. (TO BE USED ON STUDS SPANNING FLOOR TO ABOVE CEILING) 3 -5/S" METAL STUDS - II' -4" 4" METAL STUDS - 12' -4" 6" METAL STUDS - N/A S" METAL STUDS - N/A 0 LEASE LINE TOILET ROOM 3' - 3/S" // 4 - /S" STOOK. ROOM WS" 5/S" STONE VENEER STONE VENEER 12' -h 1/2" STONE VENEER ABOVE AND BELOW INSET UNIT LINE OF HEADER SILL PAINTED DRYWALL --1i I COLUMN I LEASE LINE SALES AREA 14'-11 1/2" IO' 7/8" LEASELINE DIM. 4' I3' -5 1/4" . LEASELINE DIM. 4" 6'-ci 5/8" 3' -2 1/2" '\ \ REVIEWED FOR CODE COMPLIANCE APPROVED MAY - 5 2008 City Of Tukwila Bo. ILDING DIVISION ENTRY 001 5/8" TYPE "X" GYP. BD. 3 5/8" 16 GA. METAL STUDS @ 16" O.G. .145 SHOT PINS OR POWDER DRIVEN FASTENERS 0112" O.G. OR 1/2" DIA. EXPANSION BOLTS @ 48" O.G. THROUGH APPROPRIATE STEEL. CHANNEL BOTTOM PLATE I" MIN EMBEDMENT LINE OF CANOPY LEASE LINE APR 3 0 2008 PERMIT CENTLI 2 PROJECT NO. DATE: DRAWN BY SCALE: 0J1MIIII I /23/08 LL_1 AS NOTED FILE: o-/MI I I I --A 1. I .DING GROSS AREA SALES STOCK TOILET REVISIONS: SHEET TITLE: 1.1 1,418 S.F. 1,221 S.F. 1'12 S.F. 65 S.F. 4/24/O8 OWNER/LANDLORD FLOOR PLAN FINISH SCHEDULE: MATERIAL SYMBOL SPECIFICATION MATERIAL SYMBOL SPECIFICATION MATERIAL SYMBOL SPECIFICATION MATERIAL SYMBOL SPEC I F IGAT I ON PAINT P -I F -2 P -3 P -4 MFR: BENJAMIN MOORE STK NO: HG -67 COLOR: CLINTON BROWN FINISH: A -FLAT 5-SATIN/EGGSHELL G- SEMI -GLOSS D -GLOSS E-ENAMEL LOCATION: ALL WALLS MFR: BENJAMIN MOORE STK NO: 2154 -50 COLOR: IRON MOUNTAIN FINISH: A -FLAT 15-SATIN/EGGSHELL C- SEMI -GLOSS 17-GLOSS E- ENAMEL LOCATION: CEILING MFR: BENJAMIN MOORE STK NO: 2062 -20 COLOR: GENTLEMAN GRAY FINISH: A -FLAT 5-SATIN/EGGSHELL G- SEMI -GLOSS 17-GLOSS E- ENAMEL LOCATION: ACCENT BACK WALLS MFR: BENJAMIN MOORE STK NO: 068 COLOR: DUNE WHITE FINISH: A -FLAT 5- SATIN/EGGSHELL G- SEMI -GLOSS 17-GLOSS E- ENAMEL LOCATION: TRELLIS SLATS DECORATIVE METAL TILE ACOUSTICAL TILE ACT-1 ACT -2 MFR: M -BOSS STYLE: 2401D SIZE: 24 "X24" EDGE: STRAIGHT GRID: ARMSTRONG PRELUDE XL 15/16" EXPOSED TEE LOCATION: SALES AREA NOTE: METAL CEILING TILE 4 GRID TO BE FAINTED P -2A MFR: ARMSTRONG STYLE: DUNE #1774 SIZE: 24" X 24" X 5 /S" EDGE: 15/16" ANGLED TEGULAR COLOR: WHITE GRID: ARMSTRONG PRELUDE XL 15/16" EXPOSED TEE (WHITE) LOCATION: BACK STOCK AREA WOOD WD -I WD -2 W17-3 WD -4 WD-5 TYPE: PRINCIPLE STYLE: WHITE 51ZE 3'4 " ", 5 WIDTHS, BLACK RANDOM LENGTHS LOCATION: SALES AREA NOTE: PHONE: (615) -SOS -1225 TYPE: PRINCIPLE STORE FIXT. STYLE: STAINED MAPLE SPEC: W/ JACOBEAN LOCATION: CANOPY SURROUND, FIXT. B TR1rLLl5 BEAMS TYPE: PRINCIPLE STORE FIXT. STYLE: FUMED OAK SPEC: LOCATION: VERI CAL SLATS TYPE: PRINCIPLE STORE FIXT. STYLE: WHITE OAK - RIFT GUT SPEC: LOCATION: STOREFRONT SURROUND TYPE: PRINCIPLE STORE FIXT. STYLE: DARK STAINED JACOBEAN SPEC: MAHOGANY LOCATION: STOREFRONT CANOPY GLASS GL -I MAT.: A 3/4" MPERED GLASS 1/16" B� ELED EDGE COLOR: LOCATION: STOREFRONT FIBERGLASS REINFORCED POLYESTER FRP-1 MFR: MARLITE FRP PANELS - FIBERGLASS REINFORCED POLYESTER STYLE: FRP -PI00 FIN SH: PEBBLE SURFACE LOCATION: REST NOTED NOTE: OUTSIDE CORNERS, INSIDE CORNERS, EDGE TRIM, DIVISION MOLDING 4 BASE MOLDING TO BE USED AS NECESSARY RUBBER BASE R5-I MFR: ARMSTRONG STYLE: RUBBER WALLBASE 1" COLOR: FINISH: 75 - DESERT SAND LOCATION: 6" COVE BASE BACK STOCK AREA STONE 5T -I MFR: TEXAS STONE DESIGN 2001 W. MAYFEILD ARLINGTON, TX 76015 ATTN: JUDY RUTHERFORD 1600.336.1131 617.460.2262 STYLE: BRICK COLOR: TEXAS STONE DESIGN FINISH: FOSSIL DRY STACK LOCATION: BACK WALL VINYL TILE VCT-1 MFR: ARMSTRONG STYLE: STD. EXGELON IMPERIAL TEXTURE COLOR: WASHED LINEN #51610 LOCATION: BACK AREA FLOOR MATERIAL WALL FINISH FINISH SYMBOL LEGEND BASE CEILING FINISH METAL MT -I MT -2 TYPE: STAINLESS STEEL SPEC.: PROVIDED 4 INSTALLED BY G.G. LOCATI STOREFRONT BASE MFR: ARCOA ARCHITECTURAL PRODUCTS TYPE: ALUMINUM WALL PANEL LINE: SERIES ONE COLOR: MANSARD BROWN LOCATION: STOREFRONT LAMINATED PLASTIC. LP -I' WILSONART LAMINATE OR EQUAL MODEL #: 1512 -60 FINISH: ANTIQUE WHITE LOCATION: TOILET RM. MILLWORK FLOOR FINISH ABC F A- ,- p I 1W I-1 9A I /5" HYDROMET JOINT FILLER HDWD. FLOORING 'ARDEX' OR EQUAL FLASH PATCH/FLOAT AS REQ 'D. d SCHLUTER CONTINUOUS I /5" ZING MTL. ANGLE FLUSH W /TOP OF FLOORING MAT'L. WOOD TO VCT SCALE. 3' - 1' -0" STOREFRONT PLATFORM DETAIL I/2" EXPANSION GAP WOOD FLOOR o STONE PARTITION CLEAR SILICONE DRY STACK BRICK VENEER HDWD. FLOORING MAINTAIN 1/2" CONTINUOUS EXPANSION GAP 5/5" X 4" PAINT GRADE IND. BASE SCRIBE TO FLOOR CLEAR SILICONE HDWD. FLOORING MAINTAIN 1/2" CONTINUOUS EXPANSION GAP SCALE: 3' - 1' -0' NOT USED ti WOOD BASE DETAIL VCT FLOORING NOTE: SQUARE PROFILE (W/ EASED EDGES) PAINT GRADE (POPLAR) WOOD BASE FURNISHED BY G.G. PRIMED 4 PAINTED AS SPECIFIED 4 'ARDEX OR EQUAL FLASH PATCH - MAX SLOPE TO MEET A.D.A. REQUIREMENTS (1:12) BLDG. SLAB 6 5 FINISH SCHEDULE 3 HDWD. FLOORING 'ARDEX' OR EQUAL FLASH PATCH/FLOAT AS REO'D. MALL FLOORING MUST HAVE GRADUAL BUILD UP TO TENANT FLOORING ( MALL TILES MUST BE FULL TILES) SCALE: 1/4' - 1' -0' TOILET ROOM 004 NON STOCK ROOM 003 w 0 TO IET RO A2 FLOOR COVERING PLAN 0 G F IDE . $.K. BRIGK VENEER DRY STACK N=I SID> =WALL AL :6ALE PL:64 :;;..m ; .. $ .. ,O. _ F ` . SILL yt. I c .1=y I kmcg I. PERIMETER WALLS OF TOILET ROOM SHALL ALSO BE WATERPROOFED TO A POINT OF NO LESS THEN FOUR INCHES (4 ") ABLOVE THE SLAB. IN ADDITION, TENANT SHALL INSTALL SUCH MATERIALS AND /OR DEVICES TO PREVENT THE PASSAGE OF WATER, WASTE AND OTHER LIQUIDS OUT OF TOILET ROOM. TENANT SHALL INSTALL WATERPROOF MEMBRANE (MINIMUM 50 MILS IN THICKNESS) TO WATERPROOF ALL SLAB AND SLAB PENETRATIONS IN TOILET ROOM. 2. ALL FLOORING TRANSITIONS MUST BE SMOOTH AND FLUSH. THE USE OF PLASTIC, VINYL, OR RUBBER TRANSITION STRIPS 15 STRICTLY PROHIBITED. TENANTS MUST UTILIZE A HARD SURFACE TRANSITION. 3. NO RUBBER OR VINYL BASE 15 PERMITTED IN THE SALES AREA OF THE PREMISES. 4. HARDWOOD FLOORING ADHESIVE TO BE STAUF ONE -STEP 5MP -'460. SUPPLIED BY TENANT. G.G. TO COORDINATE ORDERING WITH TENANT. FLOOR COVERING NOTES 14 G •F• p mom. Mr- a DISPLAY W NDOW W a_ B U IL G F ENTRY 001 REVIEWED CODE COMPLIANCE APPROVED MAY - 5 2008 City Of Tukwila ILDIN DIVISION DISPLAY WINDOW W m IL B '] G F APR 3 0 200$ PERMIT CENTE 4 14 J o 43 o k cff O § d v cr [ ° o � o c Q m W CC Q _ PROJECT NO. DATE DRAWN BY SCALE: FILE O7M I I I ! -A I.2 .DWG GROSS AREA SALES STOCK TOILET REVISIONS: A 4/2/05 OWNER A1.2 OT•1111 (/23/08 LLJ AS NOTED 1,478 S.E. 1,221 S.E. V$2 S.E. 63 S.E. 4/24/05 OWNER/LANDLORD SHEET TITLE. FLOORCOVERING PLAN co co �- 2 a0 CC CD CC W W I— Q Z WOW _ I- H I— M0Q CO CO CC Co 2280 N. GREENVILLE AVE.,RIGHARD5ON, TX 15082, Attn. BILL PRETZEL, ( bqq-c1585 LIGHTING LEGEND LIGHTING LEGEND cont. LIGHTING LEGEND cont. LIGHTING LEGEND cont. FIXTURE DESCRIPTION FIXTURE DESCRIPTION FIXTURE DESCRIPTION FIXTURE DESCRIPTION TR2 MANUFACTURE: FIXTURE #: DESCRIPTION: NOTE: AMERLUX LIGHTING SOLUTION GE5202 2' L. TRACK BLACK - SALES FLOOR WHITE - STOREFRONT COLOR TO MATCH FIXTURE FINISH U.N.O; FIXTURE MTD. TO CEILING EX T -1 MANUFACTURE: FIXTURE #: DESCRIPTION: NOTE: EXITRONIX Yg02/WB/RG /ZGBA EDGELIT EXIT SIGN RED OR GREEN LED DEPENDENT ON CITY GODS 42 MANUFACTURE: PROGRESS LIGHTING FIXTURE #: P4403 DESCRIPTION: 12" DIA. OPAL GLASS GLOBE W/ 15' CORD 4 CANOPY LAMP II WATT COM. FLUORESCENT PENDANT HUNG 1' -6" A.F.F. SPRINKLER HEAD NEW SPRINKLER HEAD J COUNT: VERIFY EXISTING LOCATION OF SPRINKLER HEAD COUNT: I COUNT: 2 (Q� ` EX T -2 MANUFACTURE: FIXTURE #: DESCRIPTION: NOTE: EXITRONIX VEX/U/13P /W8 /WHLED PLASTIC EXIT SIGN RED OR GREEN LED DEPENDENT ON CITY CODE COUNT: VERIFY COUNT: 14 a MANUFACTURE: AMERLUX FIXTURE #: ALI- 2O- MM- E -B -TNI - I2OY -FL JB JV0206 DESCRIPTION: BLACK FINISH; LAMP -20W NOTE: SHOWING AREA 0 REMOVE/RELOCATE SPRINKLER HEAD NOTE: HEAD TO MATCH CEILING FINISH U.N.O TR4 o MANUFACTURE: T: FIXTURE # DESCRIPTION: NOTE: AMERLUX LIGHTING SOLUTION GE52O4 4' L. TRACK BLACK - SALES FLOOR WHITE - STOREFRONT COLOR TO MATCH FIXTURE FINISH U.N.O; FIXTURE MTD. TO CEILING COUNT: I O ' °` MANUFACTURE: FIXTURE #' DESCRIPTION: NOTE: JUNO LIGHTING # AWTG912 -21G WH It PAR ADJUSTABLE WALL WASHER W/ 5OW PAR 30 FIXTURES TO BE ON DIMMER SWITCH COUNT: 20 R * MANUFACTURE: AMERLUX "IMPERIA T4" FIXTURE #: ALI- 3q- T4- E- W- TNI- 120Y -GL JBJV0206 DESCRIPTION: WHITE FINISH; LAMP- T4 3 NOTE SPOT; R -1 TO RELIEVE DIFFUSER LENS COUNT: VERIFY COUNT: q MANUFACTURE: PRO - MOTION TECHNOLOGY GROUP DESCRIPTION: SPEAKER NOTE: TINA KLEIN 245-665-5100 EXT. 155 TRS MANUFACTURE: FIXTURE #: DESCRIPTION: NOTE: AMERLUX LIGHTING SOLUTION GE5208 S' L. TRACK BLACK - SALES FLOOR WHITE - STOREFRONT COLOR TO MATCH FIXTURE FINISH U.N.O; FIXTURE MTD. TO CEILING COUNT: 2 MANUFACTURE: FIXTURE #' DESCRIPTION: PROGRESS LIGHTING P4403 12" DIA. OPAL GLASS GLOBE W/ 15' CORD CANOPY LAMP II WATT COM. FLUORESCENT PENDANT HUNG S' -O" A.F.F. COUNT: 12 `S ii. MANUFACTURE: AMERLUX ' IMPERIA T4" FIXTURE #; ALI- 3q- T4- E- B- TNI- 120Y -GL JBJV0206 DESCRIPTION: BLACK FINISH; LAMP -T4 5c1W NOTE: SPOT; 5 -1 TO RELIEVE DIFFUSER LENS COUNT: 4 COUNT: 3 € SW' MANUFACTURE: PRO - MOTION TECHNOLOGY GROUP DESCRIPTION: SUB- WOOFER NOTE: TINA KLEIN 245 -665 -3100 EXT. 155 MANUFACTURE: FIXTURE #: DESCRIPTION: NOTE: METLUX 2GR8- 332A- UNY- E13SI -U 2'X4' RECESSED W/ ELECTRICAL BALLAST, LAMP F32T8 5000K EM- TO RELIEVE EMERGENCY LIGHTING BALLAST COUNT: 2 El 1 MANUFACTURE: FIRE #, DESCRIPTION: PROGRESS LIGHTING P44O5 12" DIA. OPAL GLASS GLOBE W/ 15' CORD CANOPY LAMP II WATT COM. FLUORESCENT PENDANT HUNG S' -6 " A.F.F. COUNT: 21 W MANUFACTURE: AMERLUX "IMPERIA T4 FIXTURE #: WAL ALI- 3LWASH" q- T4- E - B- TNI- 120V -WW JBJY0206 DESCRIPTION: BLACK FINISH; LAMP - T4 311 NOTE: COUNT: I COUNT: 4 0 Em MANUFACTURE: FIXTURE It DESCRIPTION: NOTE: ATLANTIC LIGHTING ARCHITECTURAL SERIES #A451I3EI; #A4550GL REFLECTOR RECESSED EMERGENCY FIXT. COUNT: 2 COUNT: 2 COUNT: 15 TOILET ROOM <ACT -> P -2A 2' x 2' LAY -IN REFLECTED CEILING PLAN SCALE: 1/4" 1' -0• LIGHTING LEGEND NEW (SYPB17 SOFFIT S' -0" A.F.F 2' X 2' LAY -IN IO' -O" A.F.F START POINT )00 lo9 2'x4'LAY-IN 12'-O" A.F.F q' -O" A.F.F �r € -- € : I �- - _� I �1 ___ - -L4 I ___ - � = - -- - -J• -- -.... . .. 1�"R11 1 ' MIN r �r r .. .. L. -Ll •. \ • I • Ille -- — .1PLLLI. 111 11 Ili L._ - , _ . \. .,• , _ • 11 t „,_ Er,„2. ...... .: _ .,,. \.,,,..\,.. maim I I • `\\ \ 1- .\,.,.:., e .,--------------- - - - -% 5Lq 3/4" 4' -6 3/4" P -2A 2'x2'LAY -IN 12 A.F.F NEW 6YP.1517 SOFFIT 10' -q" A.F.F -2A> NEW SYP.BD SOFFIT \ IO'-q" A.F.F CODE P � APPS GM Of DTukotAa IVISION F3UI� -D ENTRY 001 � .-- \ , \ ►� "'` - \` IO' -q A.F.F :r _.,-. - 1-1111 111111111141111 • 10[11111 NEW GYP. BD. 12' -O" A.F.F NEW GYP.$D SOFFIT CEILING LEGEND LAY -IN NEV' 2' X 2' LAY -IN CEILING. NEW GYP. D. CEILING. INDICATES CEILING TYPE 4 CEILING HEIGHT a' -O" AFF CEILING LEGEND INDICATES NEW HEADER FIRE PROTECTION NOTES I. PROVIDE ACCESS TO ANY LANDLORD EQUIPMENT, VALVES, CONTROLS, DAMPERS, CLEAN OUTS, J- BOXES, ETC. LOCATED ABOVE GYPSUM BOARD CEILING AREAS AS REQUIRED. VERIFY / COORDINATE WITH LANDLORD'S OPERATIONS MANAGER, PRIOR TO START OF WORK. 2. SPRINKLER HEADS ON SALES FLOOR CEILINGS AND SOFFITS MUST BE FULLY RECESSED AND COVERED WITH METAL PLATES FINISHED TO MATCH ADJACENT SURFACE. CENTER SPRINKLER HEADS IN CEILING TILES WHERE APPLICABLE. S. PROVIDE FIRE DAMPERS WHERE MECHANICAL DUCTS PENETRATE RATED WALLS OR WHERE THE RETURN AIR PLENUM IS REQUIRED TO PASS THROUGH RATED WALLS. SEAL TIGHT ALL PENETRATIONS. 4. ALL SPRINKLER HEADS IN ALUMINUM TILES (ACT- I) TO HAVE SLACK SPRINKLER COVER PLATES (P -2) 5. ALL SPRINKLER HEADS IN WHITE SOFFITS (P -45) TO HAVE WHITE SPRINKLER COVER PLATES (P -4) I GENERAL NOTES N, PROJECT NO. DATE: DRAWN BY; SCALE: AS NOTED FILE 07M1 I I I -A 1.5.DWG GROSS AREA SALES STOCK TOILET REVISIONS: I. REFER TO LANDLORD'S SPEC 'S FOR APPROVED SPRINKLER TYPES. 2. REFER TO LANDLORD'S CRITERIA FOR ADDITIONAL INFORMATION. S. SPRINKLER CONTRACTOR IS RESPONSIBLE FOR DESIGNING AND SYSTEM I A5 PER LANDLORDD RI N NAL F AND FIRETION Cm r DEPARTMENT REGULATIONS, NFPA PAMPHLET 15, AND ALL OTHER APR 3 0 200 S. ALL STOCK ROOM 5PR 1 NKLER HEADS TO 15E EXPOSED. APPLIGAI3LE CODES AND GOVERN! NG AGENCIES. PROVIDE SPRINKLER SHOP DRAWINGS AND HYDRAULIC CALCULATIONS. �E�IT C E�L I . 4. FINAL SPRINKLER HEAD LAYOUT TO BE CONGRUENT WITH LIGHTING PLAN AS SHOWN. 5. SPRINKLER SHOP DRAWINGS AND SUPPORTING HYDRAULIC CALCULATIONS MUST BE SUBMITTED TO AND APPROVED BY G6 P'S Q PROPERTY INSURANCE CARRIER. I „� G. TENANT I5 LIABLE FOR COMPLIANCE WITH ALL REQUIREMENTS OF LANDLORD'S FIRE PROTECTION. THE ENGINEER IS LIABLE DURING W ORIGINAL CONSTRUCTION AND ALL SUBSEQUENT FIELD INSPECTIONS V) W o 1. ALL SALES FLOOR SPRINKLER HEADS TO BE RECESSED. I.... C/) z z 0 I- , 4S J 0 o ` ' w CC 5 07M1111 1/23/08 LLJ 1,475 S.F. 1,221 S.F. 1G12 S.F. 65 S.F. n 4/24,05 OWNER/LANDLORD SHEET TITLE: REFLECTED CEILING PLAN J co co 03 CC 0 ) W 1— Z W U W =I- 0 Q CO Co CO 1.3 F-XI STING JOIST 15/S" UNISTRUT CHANNEL TO HAVE KNOCKOUTS ®6" O.G. BY G.G. ATTACH TO STRUCTURE AS SEQU I RED. I /4" DI A. THREADED ROD AND CONNECTING HARDWARE PROVIDED BY FIXTURE MANUFACTURE. SECURED TO UNI STRUT @ TOP CHORD OF JOISTS. SUSPENDED TRELLIS FRAME SUPPLIED 15Y FIXTURE MANUFACTURR. SCALE: 1 -1/2° - 1' - TENANT G.G. TO PAINT INSIDE OF EDGE ANGLE TO MATCH CEILING TILES TO ACCOMMODATE LOCATIONS WHERE CUT TILE MAY OCCUR, TYP. Q' -O" A.F.F. SOFFIT SECITON SCALE' 1 -1/2' - 1' -0' TRELLIS SUPPORT DETAIL EXISTING JOIST I2' -O" A.F.F. CEILING AS SCHEDULED 5 5/S" METAL 5110 FURS DOWN CEILING AS SCHEDULED P 55 S' -O" A.F.F. P 3B 6 3/S" DIA. BOLT, DOUBLE NUT AND FLAT WASHER ASSEMBLY 21' -4" A.F.F. COORDINATE PENETRATION OF LAY -IN METAL CEILING PANELS - TOUCH -UP PAINT AS REQ'D. 2' X 2' MTL. LA;Y -IN DROPPED CEILING ® I2' -O" A.F.F. ACT -I NOTE: REFERENCE FIXTURE SHOP DRAWINGS FOR ALL THREAD LOCATION POINTS. 0 12' -O" APP [�, "" 10 -7 A.F.F. ��JJ SUSPENDED TRELLIS FRAME SUPPLIED BY F MANUFACTURR. 12" DIA. OPAL GLASS GLOBE (TYP 1 -0" A.F.F. 0 1 1 -6 " A.F.F SCALE: 1 -1/2' GROSS RUNNER 8' -6" A.E.E FINISH FLOOR SEISMIC LOCKING PIN I A101- 2- 36 -01 SPLICE AIOI- 2- 36 -01 I PENDANT LIGHT ELEVATION HANGER WIRE LOCAKIN G GL I F TO FASTEN GROSS RUNNER TO MAIN RUNNER A101 -3C HANGER ALLOWABLE WIRE TENSION 12 I I I0 MAIN RUNNER 1/4" ALL THREAD ROD SUSPENDED FROM STRUCTURE TYP SCALE N.T.S. 45° 45 MAIN RUNNER SPLIG n 4' -0" O.G. TYF. SPLAY 5RAC I NG DETAIL 45° SPLAY WIRE BRACING IN PLANE OF MAIN RUNNER, ALL WIRES ATTACHED TO MAIN RUNNER (4 DIRECTIONS) 1-\G9 x W 011t vtlere - 100t m \n ) GROSS RUNNER 2' -O" O.G. 2/ I1O# 225# 300# 2' X 2' MTL. LAY -I N DROPPED CEILING 12' -0" A.F.F. ACT -I '-- HANGER WIRES MAIN RUNNER PANE 5 SEISMIC BRACING AT SUSPENDED CEILING PENDANT LIGHT DETAIL SCALE 1 -1/2' - 1' -O' SCALE' N.T.S. HANGER WIRES 5/8" GYP. BD. CEILING ON 01A1G -25 FURRING CHANNELS @ I6 "0.G. SEGURRED TO I-1/2" GOLD ROLLED CHANNELS @ 4' -O" O.G. LATERAL FORGE BRACING (THREADED RODS) NOT TO EXCEED 12' D.G. EACH WAY. THE FIRST POINT WITHIN 4' FROM EACH WALL. 2 "(MIN) WALL TRI (2" MIN HORIZONTAL LEG CONT. HORIZ. STRUT TO ON PERIMETER ANGLE) PREVENT SPREADING OR RUNNERS LATERAL FORGE BRACING (THREADED RODS) NOT TO EXCEED 12' D.G. EACH WAY. THE FIRST POINT WITHIN 4' FROM EACH WALL. SUSPENDED LAY-IN GE I L_ I NG DETAIL 1^1ALL_ SUSPENDED GYP. E3D. GE I L i NG DETAIL- C) 1^IALL- iriiiiiiiirirrrrrrrririrrrrrrrrruiriri of 7 ACOUSTICAL TILE MAIN RUNNER RECESSED LIGHT FIXTURE 4 LIGHT FIXTURE DETAIL *12 5A. WIRE HANGER AT EACH CORNER OF FIXTURE (TOTAL 8) WITH MIK TANS OFWIRE TWISTED AROUND ITSELF WITHIN I" TYP. INSTALL EARTHQUAKE CLIPS 2 PER SIDE OF MAIN RUNNERS AT LIGHT FIXTURES AND REGISTERS. GROSS RUNNER ® 24" O.G. WITH SNAP LOCK OR DENT TAP CONNECTION AT MAIN RUNNERS NOTE: METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND FOR LAY -IN PANEL CEILINGS SHALL BE INSTALLED IN ACCORDANCE WITH "UNIFORM BUILDING CODE" CHAPTER 25 t U.B.G. STANDARD 25-2. HANGERS FOR SUSPENDED CEILING SHALL BE NOT LESS THAN THE SIZES SET FORTH IN TABLE NO. 25 -A, FASTENED TO OR EMBEDDED IN THE STRUCTURAL FRAMING, MASONRY OR CONCRETE. HANGERS SHALL SE SADDLE --TIED AROUND MAIN RUNNERS TO DEVELOP THE FULL STRENGTH OF THE HANGERS. LOWER ENDS OF FLAT HANGERS SHALL BE BOLTED W/ I /S" BOLTS TO RUNNER CHANNELS OR BENT TIGHTLY AROUND RUNNERS AND BOLTED TO THE MAIN PART OF THE HANGER SPLICES AND INTERSECTIONS OF RUNNERS SHALL BE ATTACHED WITH MECHANICAL INTERLOCKING CONNECTORS SUCH AS POP RIVETS, SCREWS, PINS, PLATES W/ BENT TABS, OR OTHER APPROVED CONNECTORS. DESIGN CONNECTORS FOR 2 TIMES DESIGN LOAD OR ULTIMATE AXIAL TENSION OR COMPRESSION (MIN. GO LBS.) OR, CROSS- FURRING SHALL BE SECURELY ATTACHED TO THE MAIN RUNNER BY SADDLE -TYING WITH NOT LESS THAN ONE STRAND OF NO. lb OR TWO STRANDS OF NO. IS U.S. GUAGE TIE WIRE OR APPROVED EQUIVALENT ATTACHMENTS. THE MAIN RUNNER AND CROSS- FURRING SHALL NOT BE LESS THAN THE SIZES SET FORTH IN TABLE NO-25-A, EXCEPT THAT OTHER STEEL SECTIONS OF EQUIVALENT STRENGTH MAY BE SUBSTITUTED FOR THOSE SET FORTH IN THE TABLE. 3 2 RECEIVED CITY OF TUKWILA FEB 19 2008 PERMIT CENTER 1 J 0 GROSS AREA SALES STOCK TOILET REVISIONS: SHEET TITLE: 4 8 0 g wz � U Wq CC LL 1 alormitan ET) I--- Z VII) d W W `.. ci 0 Cgr) I r i - - ! 0 Ct 0 2 I— o Z ° Q < z = W Q w J J _ z w w c� z PROJECT NO. O1MIIII DATE: I /25/OS DRAWN BY: LLJ SCALE: AS NOTED FILE: 0 M 1,415 S.F. 1,221 S.F. 1 S.F. 65 S.F. .s i •ice °. CEILING DETAILS O U, r w C) cc c° < co r • >4 cc o wcc LLI =I h- Z H D ow V 7 CO 0 C+) CO CO 1.4 P , - PE? '4 O.G. S"" MAX H' 12'-4P" L x Y H ' -0" 0.1 . MAX. PLAY B GE WI 347 r 8055 ' . NER nnmumnnnnunummIInunuwhIimmuwlIPumnunnnmmm F-XI STING JOIST 15/S" UNISTRUT CHANNEL TO HAVE KNOCKOUTS ®6" O.G. BY G.G. ATTACH TO STRUCTURE AS SEQU I RED. I /4" DI A. THREADED ROD AND CONNECTING HARDWARE PROVIDED BY FIXTURE MANUFACTURE. SECURED TO UNI STRUT @ TOP CHORD OF JOISTS. SUSPENDED TRELLIS FRAME SUPPLIED 15Y FIXTURE MANUFACTURR. SCALE: 1 -1/2° - 1' - TENANT G.G. TO PAINT INSIDE OF EDGE ANGLE TO MATCH CEILING TILES TO ACCOMMODATE LOCATIONS WHERE CUT TILE MAY OCCUR, TYP. Q' -O" A.F.F. SOFFIT SECITON SCALE' 1 -1/2' - 1' -0' TRELLIS SUPPORT DETAIL EXISTING JOIST I2' -O" A.F.F. CEILING AS SCHEDULED 5 5/S" METAL 5110 FURS DOWN CEILING AS SCHEDULED P 55 S' -O" A.F.F. P 3B 6 3/S" DIA. BOLT, DOUBLE NUT AND FLAT WASHER ASSEMBLY 21' -4" A.F.F. COORDINATE PENETRATION OF LAY -IN METAL CEILING PANELS - TOUCH -UP PAINT AS REQ'D. 2' X 2' MTL. LA;Y -IN DROPPED CEILING ® I2' -O" A.F.F. ACT -I NOTE: REFERENCE FIXTURE SHOP DRAWINGS FOR ALL THREAD LOCATION POINTS. 0 12' -O" APP [�, "" 10 -7 A.F.F. ��JJ SUSPENDED TRELLIS FRAME SUPPLIED BY F MANUFACTURR. 12" DIA. OPAL GLASS GLOBE (TYP 1 -0" A.F.F. 0 1 1 -6 " A.F.F SCALE: 1 -1/2' GROSS RUNNER 8' -6" A.E.E FINISH FLOOR SEISMIC LOCKING PIN I A101- 2- 36 -01 SPLICE AIOI- 2- 36 -01 I PENDANT LIGHT ELEVATION HANGER WIRE LOCAKIN G GL I F TO FASTEN GROSS RUNNER TO MAIN RUNNER A101 -3C HANGER ALLOWABLE WIRE TENSION 12 I I I0 MAIN RUNNER 1/4" ALL THREAD ROD SUSPENDED FROM STRUCTURE TYP SCALE N.T.S. 45° 45 MAIN RUNNER SPLIG n 4' -0" O.G. TYF. SPLAY 5RAC I NG DETAIL 45° SPLAY WIRE BRACING IN PLANE OF MAIN RUNNER, ALL WIRES ATTACHED TO MAIN RUNNER (4 DIRECTIONS) 1-\G9 x W 011t vtlere - 100t m \n ) GROSS RUNNER 2' -O" O.G. 2/ I1O# 225# 300# 2' X 2' MTL. LAY -I N DROPPED CEILING 12' -0" A.F.F. ACT -I '-- HANGER WIRES MAIN RUNNER PANE 5 SEISMIC BRACING AT SUSPENDED CEILING PENDANT LIGHT DETAIL SCALE 1 -1/2' - 1' -O' SCALE' N.T.S. HANGER WIRES 5/8" GYP. BD. CEILING ON 01A1G -25 FURRING CHANNELS @ I6 "0.G. SEGURRED TO I-1/2" GOLD ROLLED CHANNELS @ 4' -O" O.G. LATERAL FORGE BRACING (THREADED RODS) NOT TO EXCEED 12' D.G. EACH WAY. THE FIRST POINT WITHIN 4' FROM EACH WALL. 2 "(MIN) WALL TRI (2" MIN HORIZONTAL LEG CONT. HORIZ. STRUT TO ON PERIMETER ANGLE) PREVENT SPREADING OR RUNNERS LATERAL FORGE BRACING (THREADED RODS) NOT TO EXCEED 12' D.G. EACH WAY. THE FIRST POINT WITHIN 4' FROM EACH WALL. SUSPENDED LAY-IN GE I L_ I NG DETAIL 1^1ALL_ SUSPENDED GYP. E3D. GE I L i NG DETAIL- C) 1^IALL- iriiiiiiiirirrrrrrrririrrrrrrrrruiriri of 7 ACOUSTICAL TILE MAIN RUNNER RECESSED LIGHT FIXTURE 4 LIGHT FIXTURE DETAIL *12 5A. WIRE HANGER AT EACH CORNER OF FIXTURE (TOTAL 8) WITH MIK TANS OFWIRE TWISTED AROUND ITSELF WITHIN I" TYP. INSTALL EARTHQUAKE CLIPS 2 PER SIDE OF MAIN RUNNERS AT LIGHT FIXTURES AND REGISTERS. GROSS RUNNER ® 24" O.G. WITH SNAP LOCK OR DENT TAP CONNECTION AT MAIN RUNNERS NOTE: METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND FOR LAY -IN PANEL CEILINGS SHALL BE INSTALLED IN ACCORDANCE WITH "UNIFORM BUILDING CODE" CHAPTER 25 t U.B.G. STANDARD 25-2. HANGERS FOR SUSPENDED CEILING SHALL BE NOT LESS THAN THE SIZES SET FORTH IN TABLE NO. 25 -A, FASTENED TO OR EMBEDDED IN THE STRUCTURAL FRAMING, MASONRY OR CONCRETE. HANGERS SHALL SE SADDLE --TIED AROUND MAIN RUNNERS TO DEVELOP THE FULL STRENGTH OF THE HANGERS. LOWER ENDS OF FLAT HANGERS SHALL BE BOLTED W/ I /S" BOLTS TO RUNNER CHANNELS OR BENT TIGHTLY AROUND RUNNERS AND BOLTED TO THE MAIN PART OF THE HANGER SPLICES AND INTERSECTIONS OF RUNNERS SHALL BE ATTACHED WITH MECHANICAL INTERLOCKING CONNECTORS SUCH AS POP RIVETS, SCREWS, PINS, PLATES W/ BENT TABS, OR OTHER APPROVED CONNECTORS. DESIGN CONNECTORS FOR 2 TIMES DESIGN LOAD OR ULTIMATE AXIAL TENSION OR COMPRESSION (MIN. GO LBS.) OR, CROSS- FURRING SHALL BE SECURELY ATTACHED TO THE MAIN RUNNER BY SADDLE -TYING WITH NOT LESS THAN ONE STRAND OF NO. lb OR TWO STRANDS OF NO. IS U.S. GUAGE TIE WIRE OR APPROVED EQUIVALENT ATTACHMENTS. THE MAIN RUNNER AND CROSS- FURRING SHALL NOT BE LESS THAN THE SIZES SET FORTH IN TABLE NO-25-A, EXCEPT THAT OTHER STEEL SECTIONS OF EQUIVALENT STRENGTH MAY BE SUBSTITUTED FOR THOSE SET FORTH IN THE TABLE. 3 2 RECEIVED CITY OF TUKWILA FEB 19 2008 PERMIT CENTER 1 J 0 GROSS AREA SALES STOCK TOILET REVISIONS: SHEET TITLE: 4 8 0 g wz � U Wq CC LL 1 alormitan ET) I--- Z VII) d W W `.. ci 0 Cgr) I r i - - ! 0 Ct 0 2 I— o Z ° Q < z = W Q w J J _ z w w c� z PROJECT NO. O1MIIII DATE: I /25/OS DRAWN BY: LLJ SCALE: AS NOTED FILE: 0 M 1,415 S.F. 1,221 S.F. 1 S.F. 65 S.F. .s i •ice °. CEILING DETAILS O U, r w C) cc c° < co r • >4 cc o wcc LLI =I h- Z H D ow V 7 CO 0 C+) CO CO 1.4 FIXTURE SCHEDULE DETAIL # QTY DESCRIPTION COMMENTS / # OF BAYS A101- 2-38.07 a Showcase - 35' Straight, Slanted Front A101- 2-48.07 0 Showcase - 48' Straight, Startled Front A101 -2-DC-06 0 Hexagon Showing Showcase A101 -3C 2 Corner Filler Dummy Cabinets A103 -O6 0 Large Floor Minns wed H Mt Stores A104-01-07 1 Floor ViMne - Single A104-02-07 2 Floor Vltrine - Double A148A -1 15 Small O41ded Riser 4rp.16l11rn A148B -1 15 Medium 6-Sided Riser typ. 16l.lae A201 0 Shovning C.aehwrap 42 White Oak - Rift Cut A2014HC 1 ADA Flip-Up Counter White Oak- Rift Cut A201-07 2 Showring CTN18p 60' A201 -1 -07 0 Shnwdng Caehwrap 60' Maple w! Jacobean Flttfsh A201 L-4-06 0 Hexagon Showing L-Slde Cashwrap A201R-4-06 0 Hexagon Showing R Side) Cashwrep A201 -4HC 0 ADA Ledge attached to front of Cashwrep. varies A201 -MWR 0 Mobile Watch Repair wed In se. Stares ANN -SFT 1 Sales Floor Trellis price fluctuates per store (1) A- 301.1 -07 0 Perimeter Watch Unit 1 -Bay (2) A- 301 -1 -07 4 Perimeter Watch Unit 2- Bay (3) A-301-1-07 0 Perimeter Watch Unit 3- Bay (4) A-301-1-07 0 Perimeter Watch Unit 4- Bay (2) A303 -0-07 0 Open Back Handbag Unit 2 -Bay (:t) A:t13 r 10/ 0 Open Back Handbag Unit 3 Bay (1) A303 -07 0 Standard Handbag Unit. Short. 1 -Bay (2) A303 -07 0 Standard Handbag Unit. Short. 2 -Bay (3) A303 -07 0 Standard Handbag Unit. Short 3-Bay (4) A303 -07 0 Standard Handbag Unit. Short. 4 -Bay (5) A303 -07 0 Standard Handbag Unit. Shod. 5-Bay (1) A303 -1 -07 0 Standard Handbag Unit. Tall. 1 -Bay (2) A303 -1 -07 0 Standard Handbag Unit. Tall. 2 -Bay (3) A303 -1 -07 0 Standard Handbag Unit. Tall. 3-Bay (4) A303 -1 -07 0 Standard Handbag Unit Tall. 4 -Bay (5) A303.1.07 0 Standard Handbag Unit. Tall. 5 -8ay A303-2-07 0 Back Feature Wall Unit 2- Bay A303 -2M -07 0 Back Feature Wall Unit 2- Bay (Short) A :1i13 3 0/ 0 back Feature Wall Unit 3 Bay A303-3M-07 0 Back Feature Wall Unit 3- Bay (Short) A303 -4 -07 1 Back Feature Wall Unit 4- Bay A303-4M-07 0 Back Feature Wall Unit 4- Bay (Short) (1) A303-CW-07 0 cork Wall Unit 1-Bay Short (2) A303 -CW-07 0 Cork Wall Unit 2 -Bey Short (3) A303 CW-O7 0 Cork Wait unit 3-Bay Short (4) A303 CW-07 0 Cork Wall Unit 4 -Bay Short (5)12O3 -CW-07 a Cork Wail Unit 5-Bay Short (1)A.303Cy -1-07R o Cork Wall Unit 1-Bay Tall - Without bunker (2) A303CW -1-07 1 Cak Wall Unit 2-Bey Tall (3) A303CW -1-07 1 Cork Wall Unit 3-eay Tall (4) A303CW -1-07 a Cork wall Unit 4-Bay Tall (5) A303CW -1-07 0 Cork Wall Unit 5 -Bay Tall (1) A303 -H-07 0 Open Handbag Unit 1-Bay Short (2) A303-1407 0 Open Handbag Unit 2-Bay Shod (3) A303 -H-07 0 Open Handbag Unit 3-Bay Short (4) A303 -H-07 0 Open Handbag Unit 4-Bay Short (5) A303#07 0 Open Handbag Unit 5 -Bay Short (1) A303 -H1-O7 2 Open Handbag Unit 1-Bay Tall (2) A303 -H1-07 2 Open Handbag Unit 2-Bay Tail (3) A303 -H1-01 0 Open Handbag Unit 3 -Bay Tall (4) A303 -H1-07 0 Open Handbag Unit 4-Bay Tail (5) A303-H1-07 0 Open Handbag Unit 5-Bay Tall A303 - -1 0 Sign Frame 25 "x35" A303 -FR -2 0 Sign Frame 31.5 "x39" A306 -NNNKD 33 Screen Wall tee - rounder of 10411 perah= A402 -1 a Front Window Display Table 4r Wcrg A402 -1 REV 0 Frond Window Display Table & t rag A4024 2 Side Window Display Table( storage P.403-2 -07 1 Low Table A404 6 Nesting Table Large used under balking feature rare M05 -2-06 4 Nesting Low Bench Maple w/Jeoatesn A406 0 Front Visual Table 38' Die Maple vd.iscooesn A406 -1 0 Front VISUal Table 30' Dia Wpm w! Jacobson A406 -2 0 Frond Mattel Table 42" De whie oak Finish M06-3 1 Jewelry Table 36' Dia A4OSNS 1 Jewelry Table Neck Spinner A406ES 1 Jewelry Table Ear Spinner A406M 1 Jewelry TStanda A408 0 Storefront Screen Wad saga i+erei wpb feet M08-1 0 Storefront Screen Wad 11" inknx A501 -1 1 Wide Wail Mirror twmoor A501 FB 0 Wad Mirror Finished Badk 1a' near A501-1FB 1 Wide Wall MinorFlnished Back 1e. eenor A502 -1 1 Leaning Wall Mirror swarm A701 -2-06 0 Well mounted sun unit - large A701-3-06 0 Wall mounted sun unit - small A701-4 3 Perimeter Surd Unit - Lit 3 ro.s sran- A701 -4FB 1 Perimeter Sun Unit - Lit w! Finished Bark 3 tam •g• A701-5 0 Perimeter Start Unit - Lit 2 roe. so= A701-5FB 0 Perimeter Stn Unit - Lit w! Finished Back 2 res. arum A701M 2 Perimeter Sun Mirror dP- l prim -* A701 B 1 Perimeter Sun Base Cabinet ,701 BR 0 R'" Shaped Sun Base Cabinet g Men's wad (Right) A701BL 0 V Shaped Sun Base Cabinet © Mena wad (Left) ,701 BR-1 o '1.. " Shaped Sun Base Cabinet al Wamerts wall (Right) A701 BLr1 1 'L' Shaped Sun Base Cabinet Mena wall (Left) A702 -1-06 0 Swtwad base cabinet A801 - 1.06 2 SW Fixture A801 -1A 8 SLG accessories - Tray 4 Trays per SLG Wore A801-1B 8 SLG accessories -Rser 4 risers per SLG facture A805 0 Watch Tester- single sided w/ storage Short 2 section A805.1 0 Watch Tester- Double Sided A805 -2 0 Watch Tester - Screen Wall Mounted A900 -06 4 T -stand typ.4 /store A900-1 4 Table T -Stand typ. 4 /store A901 15 Handbag Riser- low typ. 15 /store A903 0 Tree Stand A905 3 Fits -All Strap Tray typ. 3/store A911 -06 10 5X7 Sign Holder typ 10/store A912B 0 Wall Mounted Tin Display, 3 Bay A912E 1 Wall Mounted Tin Display, 5 Bay A914 15 Handbag riser- high typ. 15/ store A916GC 0 Glass cube typ. 10/store A916MR 1 Medium Riser for A -916 typ 1/window table A916GV 3 Window display vitrines typ 3/ window table A916TR 1 Tall Riser for A -916 typ 1/window table A918 -06 1 8x10 Sign Holder typ. 1 /store A919 -06 2 Belt fixture typ. 2/store A924A 4 Table Top Form Base typ, 4/store A924B 4 Floor Form Base typ. 4 /store R -5 2 Jewelry T- Stands Be. 2/store xxx n i:urtum Iia4mid Iatrlri(She10y Iahln) O 0 0 00 O 0 00 ALL EXPOSED SHELF ENDS TO REGIEVE MASONITE FES BOARD 0 O ry STOCKROOM SHELF TYPE (D) SCALE= 1/2' • 1' -0' r I ILSt t 00 00 SCALE= 1/2' • 1' -0' i t ALL EXPOSED SHELF ENDS TO REGIEVE MASONITE PEG BOARD ALL EXPOSED SHELF ENDS TO REGIEVE MASONITE PES BOARD i fi 3' -O" - 4' -0" V-O" - 4' STOCKROOM SHELF TYPE (C) 3r_0" - 4r_0rr WILING ¢ABINET STOCKROOM SHELF TYPE (A) f t PLYWOOD (OR EQUAL) SHELF TOP PLYWOOD (OR EQUAL) SHELF TOP WHITE MELAMI NE DESKTOP- PLYWOOD (OR EQUAL) SHELF TOP — V V O 00 00 0 O 00 00 O 00 00 0 V V V SCALE: 1/2' • 1' -0' ALL EXPOSED SHELF ENDS TO REGIEVE MASONITE PEG BOARD GG TO BOLT SAFE INTO FLOOR, REF. I /AI.4 FOR LOGATION SAFE II • II E u u MICIROWAVEI L\ E�RIGERATOR STOCKROOM SHELF TYPE (B) PLYWOOD (OR EQUAL) SHELF TOP REFER TO I /A1.4 FOR LOGATI ON V V V V V V 1N' \/ V V V V V V V J V V V `/ V 7 H v v v — WHITE MELAMINE MANAGER'S DESKTOP 2-b" 2'-S" SCALE= 1/2' • 1' -0' n 4' -O 1/4" 10' - 1/4" I4' -IO 3/4" I2' -6" 2 MERCHANDISE FIXTURE PLAN SCALE= 1/4' • 1' -O' 4" 4' 13' -5 1/4" 14'-II 1/2" PDS -09/- 4" 6' - Q 3/4" 4" 4'-1" 10' -5 1/4" REVIEWED FOR CODE COMPLIANCE APPROVED MAY -5 2008 4 -6 3/4" City Of Tukwila B TIDING DIVISION Ate APR 3 0 2008 PERMIT CENTEI PROJECT NO. DATE= DRAWN BY= SCALE= AS NOTED FILE: 07M 1 I I I -A I.5.D1NG GROSS AREA SALES STOCK TOILET A501-IFS 111 36 (D) #s# # #t iHtt3 ### SEORSSE NELSON CLOCK I AGIlq -06 1mk„ IWO I (2) A303- HI -01I Aglq -o61 rA80I -1-061 A/01 -4 A"101 -41=5 1A I ASOI-I-O6 I WOMEN'S LEATHER rb� stl_.� -tl WOMEN'S LEATHER (2) A303 -HI-01 I r A3o1 -1 -0/ I MEN'S WATCHES AND SUN IA104 -2-011 AIOI -SA A3O6 -1KD (2) A/01-4 A"10I5 1A104 WOMEN'S WATCHES AND SUN I A5OI -I-O'7 I '5 LEATHER \ \ \\ \\ \\ \ 1 I I , -06I \ REVISIONS= 4/2/OS OWNER SHEET TITLE: MERCHANDISE FIXTURE PLAN m <0_ , - • CC W ii 0 I-I-z X Z W zWOW R =1- } r • M 0 Q O cW ‹ (0 C) - J CCI J vL/ z CO ti.J 0 1Z (N N 1.5 07M1111 I/23/O8 LLJ ,478 S.F. 1,221 S.E. Ia2 S.E. 63 S.E. p I fl 13' - A.F.F. 3/4" BLACK METAL REVEAL MALL NEUTRAL PIER abb 10' -0" A.F.F. B.O. CANOPY n STOREFRONT ELEVATION SCALE' 1/2" - 1' -0" /2\ SCALE: 1/2" LEASFLINE DEMISING WALL LEASE LINE STOREFRONT PLAN 3 1/2" BRAKE METAL SURROUND MT- GLASS TRANSOM &L -I TEMPERED GLASS 6" METAL BASE MT - LINE OF CANOPY EQ MT -2 16" TALL STAINLESS STEEL CHANNEL LETTER WITH 1/4" LIP REF. VENDORS SIGNAGE DRAWINGS 4" X 4" BRAKE METAL COLUMN MT -2 4" x 4" BRAKE MET COLUMN W/ DOOR TRIM LEASE DIMENSION EXISTING MALL BULKHEAD 3/4 BLACK METAL REVEAL EG 0 GL -I MT -I WOOD CANOPY WD -5 TEMPERED GLASS 6 METAL BASE a; LEASELINE 3/4" BLACK METAL REVEAL MALL NEUTRAL PIER. 3 1/2" BRAKE METAL SURROUND MT -2 REVIEWED FOR CODE COMPLIANCE APPROVED MAY - 5 2008 City Of Tukwila B ILDING DIVL _. ION DEMISING WALL LEASE LINE 2 ffE31P.11B 33iSE APR 3 0 2008 PERMIT CENTEh REVISIONS; PROJECT NO. DATE: DRAWN BY: SCALE: FILE: 0/MI I I I --A2.O.D0IG GROSS AREA SALES STOCK TOILET J o � O cn OC c q W 2 CI 1 6 - S. W g. LL 01M1111 I/23/O8 LLJ AS NOTED 1,478 S.E. 1,221 5.F. IG2 S.E. 65 5.F. / \ 4/24/08 OWNER/LANDLORD k ishlig Prs • SHEET TITLE; STOREFRONT ELEVATION A2.0 BLOCKING MAHOGANY WOOD FASCIA DETAIL WD -51 .,. ...� „ v..n ., i.. .. • a s;:t ,...... � ... ..- ...�. . MTL. STUD LATERAL BRACING a 48” O.G. 3 5/8" METAL. STUDS AT 16" O.G. EXTEND TO TOP CHORD OF STRUCTURE ABOVE. DO NOT ATTACH TO DECK. _1 -SOX FOR SIGNAGE SCALE 1 -1/2' • 1'-0' O 0 O 0 CEILING AS SCHEDULED 3/4" PLYWOOD FIRE RETARDANT SEE DETAIL 4/A2.2 SECTION AT ENTR 3 5 /5" x 20 ga. METAL STUD FRAMING AT 16" O.G. w/ DIAGONAL BRACING AT 32" O.G. - ATTACH TO EXISTING STRUCTURE ABOVE (NOT TO DECK) - FIELD VERIFY EXISTING CONDITIONS AND ADJUST FRAMING AS REQUIRED BEFORE SUBMITTING DID 12' -O" A.F.F. 5 /8" TYPE 'X' GYP. BD OVER 3 5/S" METAL STUD I FRAMING AT 16" O.G. O 0 O 0 O 0 O 0 5/S" TYPE 'X' GYP. BD. OVER 6" x 20 ga. METAL STUD FRAMING AT 16" O.G. 1 1-445 5/S" TYPE 'X' GYP. BD. OVER 3 5/8" METAL 5TUD FRAMING AT 16" O.G. 4" WOOD BASE SCALE 1/2' • 1' -0" METAL GLAZING CHANNEL AND SETTING BLOCK 4' -10 1/2" / A SECTION AT DISPLAY WINDOW EXISTING LANDLORD CONSTRUCTION TO REMAIN 3/4" BLACK METAL CHANNEL REVEAL 3 1/2" BRAKE METAL SURROUND I MT -2 I - BUTT-JOINT CLEAR TEMPERED GLASS 6L -I I MAHOGANY FASCIA TRIM BUTT- -JOINT CLEAR TEMPERED GLASS GL -I I 6" METAL BASE I MT -2 I METAL GLAZING CHANNEL I CLEAR TEMPERED GLASS ZI N C 11/2" LEASE LINE MALL BULKHEAD 3 5/8" METAL STUDS AT 16" O.G. 3/4" BLACK METAL CHANNEL REVEAL 3 1/2" BRAKE METAL SURROUND I MT -21 - PROVIDE BLOCKING AS REQUIRED IGL - I I 5/8" TYPE "X" GYPSUM BOARD 16" TALL STAINLESS STEEL CHANNEL LEI I tR WITH 1/4" LIP MAHOGANY WOOD FASCIA DETAIL IAD-5I FIRE RETARDANT BLOCKING SEE DETAIL 4/A2.2 5/8" TYPE "X" GYPSUM BOARD 1P -4B1 CLEAR TEMPERED GLASS IGL -1 I 3 5/S" x 20 ga. METAL STUD FRAMING AT 16" O.G. w/ DIAGONAL BRACING AT 32" O.G. - ATTACH TO EXISTING STRUCTURE ABOVE (NOT TO DECK) - FIELD VERIFY EXISTING CONDITIONS AND ADJUST FRAMING AS REQUIRED BEFORE SUBMITTING BID 17' -O" A.F.F 5/8" TYPE 'X' GYP. BD OVER 3 5/S" METAL 5110 FRAMING AT 16" O.G. I P -IH 10' -0" A.F.F 9-46 I PIVOTING DOORS SEE DOOR. SCHEDULE 4" X 4" BRAKE METAL. MT -2 5/0" TYPE 'X' GYP. BD. OVER 6" x 20 ga. METAL STUD FRAMING AT 16" O.G. COLUMN WITH DOOR TRIM SCALE 1/2' • 1-0' 5 SECTION AT DISPLAY WINDOW 4" 3 SECTION AT ENTRY MTL. STUD LATERAL BRACING 0 48" O.G. 3 5 /S" METAL STUDS AT 16" O.G. EXTEND TO TOP CHORD OF STRUCTURE ABOVE. DO NOT ATTACH TO DECK. SCALE: 1 -1/2' O 0 O 0 CEILING AS SCHEDULED 4" 4" EXISTING LANDLORD CONSTRUCTION TO REMAIN 3/4" BLACK METAL CHANNEL REVEAL 3 1/2 " BRAKE METAL SURROUND MT -2 I BUTT -JOINT CLEAR TEMPERED GLASS 16" TALL STAINLESS STEEL CHANNEL Lt I I tR WITH 1/4" LIP REF. VENDORS SIGNAGE DRAWINGS MAHOGANY FASCIA TRIM >C-5 I MT -2 1 CLEAR TEMPERED GLASS I 6L-I I b" METAL BASE I MT -2 I 0 0 4" X 4" BRAKE METAL COLUMN (BEYOND) O 0 O 0 0 3 5/5" x 20 ga. METAL STUD FRAMING AT 16" O.G. w/ DIAGONAL BRACING AT 32 O.G. - ATTACH TO EXISTING STRUCTURE ABOVE (NOT TO DECK) - FIELD VERIFY EXISTING CONDITIONS AND ADJUST FRAMING AS REQUIRED BEFORE SUBMITTING DID 0 1! 17' -0" A.F.F. 5/S" TYPE 'X' GYP. BD OVER 3 5/8" METAL STUD FRAMING AT I6" O.G. P -ia I " "" 4" X 4" BRAKE Mt1 AL COLUMN W/ DOOR TRIM MT -2 I 4' -IO 1/2" 5' -2 1/2" SCALE 1/2' • 1' -0' O 0 O 0 o -012 3' -1 " 4" 5 -22 6" � 1/2" 2 SECTION AT DISPLAY WINDOW LEASE LINE MALL BULKHEAD 3 5/8" METAL STUDS AT 16" O.0 3/4" BLACK METAL CHANNEL REVEAL 3 1/2" BRAKE METAL SURROUND 1MT - 2 PROVIDE BLOCKING AS REQUIRED METAL GLAZING CHANNEL 5/8" TYPE "X" GYPSUM BOARD IP -IB I CLEAR TEMPERED GLASS GL -1 0 MAHOGANY WOOD 2 FASCIA (BEYOND) is WD --51 CLEP.d ..,TEMF ,. D R;GL Sw' ED FOR COL MP` APPROVED MAY - 5 2008 City Of Tukwila B ILDING DIVISI EXISTING LANDLORD CONSTRUCTION TO REMAIN 3/4" BLACK METAL CHANNEL REVEAL 3 1/2" BRAKE METAL SURROUND MT -2 BUTT -JOINT CLEAR TEMPERED GLASS MAHOGANY FASCIA TRIM (BEYOND) I >4E7-5 I 4" X 4" BRAKE METAL COLUMN MT -2 I BUTT -JOINT CLEAR TEMPERED GLASS 6L -I 6" METAL BASE I Mr -2 fz- S) 4 R E's F q•IF APR 3 0 2008 PERMIT CEN'I =. GROSS AREA SALES STOCK TOILET REVISIONS: azimaiiiiiinrii l.L Z W W " I, V) 4. 2 0 1M1111 1/23/08 LLB AS NOTED PROJECT NO. DATE DRAWN B Y: SCALE: FILE: O7M I I I ! -,A2 . I .DNG 4/2/OS OWNER 1,418 S.F. 1,221 S.F. 1V{2 S.F. 65 S.F. 4/24/OS OWNER/LANDLORD SHEET TITLE: STOREFRONT SECTIONS tAga 55;55::55555555555 -555555: J CO CO 0 0 CC W WH W W 0=J 0 I D 0 < CO co CO nt co m AV MTh. STUD LATERAL BRACING ® 45" O.G. 3 5/S" METAL STUDS AT 16" O.G. EXTEND TO TOP GHORD OF STRUCTURE ABOVE. DO NOT ATTACH TO DECK. CEILING AS SCHEDULED 5/5" TYPE "X" GYPSUM BOARD MAHOGANY WOOD FASCIA DETAIL IAD-5I 1 -q" A.F.F. Alm BOTTOM OF CANOPY 5/5" TYPE "X" GYPSUM BOARD IP -4BI GRAPHIC TRACK 0 0 SCALE 1 1/2' • 1' -0' 0 0 5/5" TYPE "X" GYPSUM BOARD 5 1/4' 1 O 0 O 0 O 0 2' -7 3/4" O 0 O 0 SECTION AT DISPLAY WINDOW 0 5' -2 1/2" O 0 O 0 I' -3 5/S" // / / 1 3/4 " 3/4" 1 1 1/2" MALL. BULKHEAD 3/4" BLACK METAL CHANNEL REVEAL 3 1/2" BRAKE METAL SURROUND I MT -2 I 2" GLAZING CHANNEL. 3 5/5" 20 GA. METAL STUDS AT 16" O.C. CLEAR 5/4" TEMPERED GLASS 1GL - I IP -15 I LEASE LINE n 5/5" TYPE "X" GYPSUM BOARD METTAL GLAZING CHANNEL WITH SETTING BLOCK. FIRE RETARDANT BLOCKING MAHOGANY WOOD 5/5" TYPE "X" GYPSUM BOARD IF-4151 SEE DETAIL 4/A2.2 TRACK LIGHTING AS SCHEDULED CLEAR 3/4" TEMPERED GLASS 1GL -I ry 0 I 7 FLOORING CONTRACT INSTALLED BY G.G. 3/4" CLEAR TEMPERED GLASS METAL CHANNEL GLASS TRACK BY FIXTURE CONTRACTOR # INSTALLED BY G.G. STAINLESS STEEL CLADDING 1^U HEMMED EDGE BY FIXTURE CONTRACTOR 4 INSTALLED BY G.G. NO RUBBER GASKET TO BE USED ON STOREFRONT GLAZING. DO NOT SILICON CAULK. s " SECTION AT STOREFRONT EASE CL 3 ' - 1 - 0 ' Lk. 3625162 -54 UNIMAST STEEL FRAMING PRODUCT IDENTIFICATION NOMENCLATURE: EXAMPLE: 12005162 --54 SCALE 1 1/2' • 1' -0' 1200 SCALE' 1 1/2" • 1' -0" 51E 5 5TYLE NOTE: ALL MEMBERS SHALL BE WITHOUT °PUNGHOUTS." STOREFRONT HEADER TO BE BRACED BACK TO LANDLORD STRUCTURE ABOVE W/ 18 GA. FRAMING AT MIDDLE AND ENDS. 162 -54 6" TALL EOX HEADER (2) 600T200 -54 AND (2) 6005162 - 54 FASTENED W/ #12 SCREWS ®4" 0.G. TOP AND BOTTOM 362TI25 -54 3625162 -54 362TI25 -54 EASEPLATE FASTENED TO CONCRETE WITH (4) HILTI SPE 22P8T FASTENERS. NOTE: ALL LIGHTWEIGHT STRUCTURAL FRAMING COMPONENTS AND ACCESSORIES SHALL BE OF THE TYPE, 51E, AND SPACING SHOWN ON THE DRAWINGS, AND BE MANUFACTURED BY UNIMAST INCORPORATED (OR EQUAL). GAUGE HEADER & COLUMN DETAIL SECTION AT DISPLAY W DOW VERTICAL 'V' GROOVE WHITE OAK PANELS, 6" O.G. 5/4" CLEAR TEMPERED GLASS -4I NEW BUILDOUT, 3 -5/S" 20 GA. METAL STUDS W/ 5/5" PLYWOOD. LINE OF METAL BASE (BELOW) J DETAIL AT NEUTRAL PIER SCALE: 1 1/2' • 1-0" LEASELINE EXIST. NEUTRAL PIER 3/4° BLACK METAL REVEAL 3-1/2" BRAKE METAL SURROUND, PROVIDED BY TENANT VENDOR, INSTALLED BY G.G. I MT -21 4 DETAIL AT NEUTRAL PIER SCALE. 1 1/2' • 1' -0' LEASELINE EXIST. NEUTRAL PIER 3/4" BLACK METAL REVEAL 3 -1/2" BRAKE METAL SURROUND, PROVIDED PY It NANT VENDOR, INSTALLED BY G.C. I MT -21 VERTICAL 'V' GROOVE WHITE OAK PANELS, 6" O.G. -41 NEW BUILDOUT, 3 -5 /S" 20 GA. METAL STUDS W/ 5 /S" PLYWOOD. LINE OF METAL BASE BELOW MAY - 5 2008 3 2 REVIEWED FOR CODE COMPLIANCE APPROVED MTL. STUD LATERAL BRAG I NG a 45" O.G. 3 5/5" METAL STUDS AT 16" O.G. EXTEND TO TOP CHORD OF STRUCTURE ABOVE. DO NOT ATTACH TO DECK. O 0 O 0 CEILING AS SCHEDULED 5/5" TYPE "X" GYPSUM BOARD 5/S" TYPE "X" GYPSUM BOARD GRAPHIC TRACK 5/S" TYPE "X" GYPSUM BOARD 3' -I 3/4" 5' -2 1/2" 2 5/5" S 5/4" 3/4" I I /2" LEASE LINE MALL BULKHEAD 3/4 BLACK METAL CHANNEL REVEAL I I . 4 3 1/2" BRAKE METAL SURROUND �{ MT -21 2" GLAZING CHANNEL. 3 5/5" 20 GA. METAL STUDS AT 16" O.G. CLEAR 3/4" 11111111 TEMPERED GLASS IGL -1 1 5/5" TYPE "X" GYPSUM BOARD FIRE RETARDANT BLOCKING MAHOGANY WOOD FASCIA DETAIL 5/5" TYPE "X" GYPSUM BOARD R30 EE MIT City Of Tukwila ING DIVISION 000 Nl hr GROSS AREA SALES STOCK TOILET REVISIONS; Q J 0 O r SZCL U - c' m 5 53 W W CC U PROJECT NO. DATE: DRAWN BY: SCALE: AS NOTED FILE; O iq- A2.3.101AIG 4/2/08 OWNER 1 A2.2 01MII11 1/25/05 L.U,.1 1,41E, S.F. 1,221 S.F. 1 S.F. 65 S.F. 4/24/05 OWNER/LANDLORD SHEET TITLE: STOREFRONT DETAILS CO < CO CO IX W Z WO I- I Co CO 1 J- O II A23 HEAD WOOD BLOCKING AS REQUIRED A BASE 6 GA. BOX BEAM LINE OF MAHOGANY 0 F ASC I A TR I— .rrr� 1 I -- -r�� .. . =wr ] : =MIM „ -- " - M• E E FF E ��s...Tsai....� I M�� ���.��.� �MI 5 1 3 { 5 f % ! z J� i ilia l l . kil • ul� E te r• ∎∎.wr �w..1 i. it r = ■ i I 6 - - - - -- - - -- -J ....__ I ���... . w wMww�wwww.w .. = .w o ,w wr 1 1 ��— ....wM� M � _._. �....��r M1 - w ` — L. ` — J \_ J — — — Y r NEW GLAZING BELOW. MALL NEUTRAL PIER SCALE; 1/2" • 1' -0" I I II CONT. \ PLYWO BLOCKIN I 6" 18 GA. I BOX BEAM LINE OF I MAHOGANY I FASCIA TRIM .I /t SOFFIT FRAMING PLAN LINE OF 5/8" GYP. BD, REGESSED AREA FOR TRACK LIGHT. V )2 HEAD 6° 18 GA. BOX EDAM DOS BASE TYP. AT ENTRY COLUMNS 6° 20 GA. MTL. JOISTS 16" O.G. CONT. PLYWOOD BLOCKING GYP. BD. FASCIA TRIM RECESSED AREA FOR TRACK LIGHT. MTh. 18 GA. M. ANG. SCREWED TO BEAMS. HEAD DETAIL SCALE 1" • 1' -O" 6 °X6 IS SA. MTL MG. SGREWED TO BEAMS. 6°1E5 GA. BOX BEAM 6° 20 GA. MIL. JOISTS I6' O.G. BEAM DETAIL SCALE; 1" • 1' -0" BASE DETAIL E � w SCALE 1" • 1' -O" 6 °I8 GA. BOX BEAM 6° 20 GA. MTL. JOISTS I6° O.G. SCALE LINE OF 5/S" '- LINE OF MAHOGANY BEAM DETAIL SCALE' 1" • 1-0" 6 °X6° 18 GA. M1.. ANC. SCREWED TO BEAMS. BEAM DETAIL 1' - 1' -O• �r 6'18 GA. BOX BEAM " IS GA. B O X BEAM 3-5/8 GA. MTh. STUD COLUMN. TYP. AT ALL ENTRY CORN. PR. 3-5/8" 18 GA. MTL. STUD COLUMN EMBEDDED IN WALL. TYP, AT ALL CORNERS. 18 GA. M11. BASE PLATE INSIDE STUD PIER 6°X.6"15 GA. MTL ANG. SCREWED TO BEAMS. PR. 3-5/5 GA. M11. STUD COLUMN EMBEDDED IN WALL. TYP. AT ALL CORNERS. 3-5/8' I8 GA.14Th. STUD COLUMN EMBEDDED IN WALL. TYP. AT ALL CORNERS. 3 -5/8" 18 GA. MTL. STUD COLUMN EMBEDDED IN WALL. TYP. AT ALL CORNERS. MALL NEUTRAL PI ER 6 GA. Box BEAM 6° IS GA. BOX BEAM 6 5 4 3 2 APR 3 0 2006 PERMIT CENTEI 4 PROJECT NO. DATE= DRAWN BY= SCALE: AS NOTED FILE; 0 1M 1111- A2.3.DWG GROSS AREA SALES STOCK TOILET REVISIONS' 07MIIII 1/23/28 JAIN 1,418 S.F. 1,221 S.E. 1 cI2 S.E. 63 S.E. / \ 4/24/08 OWNER/LANDLORD SHEET TITLE: SOFFIT FRAMING PLAN & DETAILS T.G.G. TO PROVIDE BLOGKING ABOVE CEILING FOR 5GREEN WALL HEADER CEILING AS SCHEDULED WOOD SCREEN WALL W/ CONGEALED FASTENERS GONNEGTIONS. VENDOR SUPPLIED / INSTALLED GUT IN FIELD PER CEILING HEIGHT AND PLAN CONDITIONS (TYP /) WD -3 SCALE 3/4' - 1' -O' WOOD SCREEN WALL WD -3 2" THICK WOOD BASE TO BE PROVIDED BY FIXTURE CONTRACTOR, INSTALLED BY G.G. GUT IN FIELD TO FIT. (TYP.) SCALE 3/4' - 1' -O' 1 3/8 DETAIL • SCREEN WALL HEAD 14 SECTION o SCREEN WALL FEAD 13 2 1/2" A WOOD WEDGE USED TO LEVEL FLOOR AS REQUIRED 3 ' -311 T , X 21/2 :1".4. 1/2" `21/2 13/8" 1 3/8" DETAIL @ SCREEN WALL BASE 12 SECTION @ DEMISING CEILING AS SCHEDUI Er7 WD SCREEN WD -3 ANDBAG UNIT (2)A- 303 -HI-O Ow- 1 — SCALE 3/4' 1/4" DIA. THREADED ROD, TO GONNEGT TO STRUCTURE ABOVE AS REG'D BLOCKING AS REG'D CEILING AS SCHEDULED WD. SCREEN WALL W/ CONGEALED FASTENER CONNECTIONS SCALE: 1 -1/2' - 1' -0' SCALE 1 -1/2' - 1' -0' II I SCALE 3/4' - WD -3 GYP. BD. DEMISING WALL CONTINUOUS MOUNTING NALL BLOCKING 3 SIDE D. COLUMN MTD. TO WD BLOCKING AT DEMISING WALL; FURNISHED BY FIXT. CONTRACTOR WALL II 0 0 0 0 0 0 0 0 0 • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e , d 0 0 0 f /ta cs e 0 0 • 0 0 • 0 0 • 0 0 • O 0 0 0 • 0 0 • 0 0 • 0 0 0 0 • 0 0 • 0 0 • 0 0 0 0 • R • 0 0 • 0 0 • 0 0 • 4� 0 0 a 0 • 0 m 0 0, 0 0 4 0 0 A 0 0 6 0 a 0' 0 0 • 0 0 • 0 0 • 0 0 0 • 0 0 • 0 0 , 0 0 • 0 0 0 00 a R 0 CEILING AS SCHEDULED WD SCREEN WD -3 SUN UNIT A- 101 -4F5 SUN UNIT A -701 -4 "L" SHAPED SUN UNIT B A70IBL E SEC11ON 0 SCREEN WALL BASE 8 INTERIOR ELEVATION SCALE: 3' - DRYSTACK STONE ST-I FEATURE WALL O SCALE: 1/4' - 1' -O' O N 4 " r 7 zit/EMI 'i y/ iA A, 1 RI 5 5/8" • • MIN :.r. Nmia a NE 4" WD. BASE SCALE 1/4' - 1' -0' P -IS PAINTED DRYWALL P -Ic DOOR AND TRIM N - P-IC TIN UNIT AGI2E D. SCREEN WALL W/ CONGEALED FASTENER CONNECTIONS WD -3 WD. VENEER BASE WD -3 SCALE 1/4' - 1' -O' 1 P -IS -• I P- I G TED DRYWALL 4" WD. BASE P -IG 4" WD. BASE P -IS �• DRYWALL INTERIOR ELEVATION SCALE: 1/4' - 1' -0' DRYSTACK STONE SCALE 1/4' - 1' -O' • N-- N . Momm .1 = - r I I I I I I i.r.iMn • PAINTED DRYWALL FEATURE WALL (I)A303 -HI -07 OMAN'S LEATHER P--IS A305 -HI -O7 MEN'S 4" WD. BASE LEATHER INTERIOR ELEVATION 5 INTERIOR ELEVATION SCALE: 1/4' - 1' -O' 3 -1/2" INTERIOR WOOD SURROUND WD -4 PAINTED DRYWALL P -IS 6" WOOD SASE COLUMN COLUMN SCREEN WALL ELE ATION 10 SCREEN WALL ELEVATION G ELEVATION 3 ELEVATION 2 INTERIOR ELEVATION SCALE 1/4' - 1' -O' PAINTED DRYWALL A303 -4-01 A403 -2 -07 WOMAN'S FEATURE HANDBAG UNIT WD -3 WD -3 SCREENS (2)A301 --I -07 WOMAN'S WATCH UNITS P -IS PAINTED DRYWALL / SCREENS / PAINTED DRYWALL MEN'S SUN / (2)A30I -I -07 A101 -4 MEN'S WATGH UNITS A701 -4-FS A101-BR 00.1i, 1/2" THICK TEMPERED GLASS GL -I PAINTED DRYWALL P -IS 4" x 4" BRAKE METAL COLUMN W/ DOOR TRIM MT -2 PAINTED DRYWALL SUN UNIT A - IOI -4 A701 -4 A10IB (I)A305 -HI -07 OMAN'S LEATHER WD -3 SCREENS ' (2)A3030W -I -07 MEN'S LEATHER 4" MT -2 P -I . BASE SCREENS GL -I LEATHER 1/2" THICK TEMPERED GLASS CLEAR ACRYLI EDGE LIT EXIT SIGN 4 X q BRAKE METAL BEAM (2)A305 -HI -07 A502 -I WOMEN'S 4" WD. BASE P -I5 PAINTED DRYWALL PAINTED DRYWALL R • EWED FOR )D COMPLIANCE PPROVED AY - 5 2008 Ci• . Of Tukwila IL l ING DIVISI s N 3 -1/2 INTERIOR WOOD SURROUND WD -4 PAINTED DRYWALL P -IS APR 3 0 MI6 PERMIT GEM I Ire 6" WOOD BASE WD -4 7 6 4 PROJECT NO. DATE: DRAWN BY SCALE: AS NOTED FILE: 0/M1111-A3 .0 .DNS GROSS AREA SALES STOCK TOILET REVISIONS: 4/21/08 OWNER rn M momml !U J (11/1) N V 1 r- z 0 R ILL } W J Z w z A3.0 07M1111 I/25/08 LLJ 1,418 5.F. 1,221 S.F. V12 S.F. 65 S.F. 4/24/OS OWNER/LANDLORD SHEET TITLE: INTERIOR ELEVATIONS c Y 1 cr VJ W Z W U W UIJ pew CD C CO W TENANT IMPROVEMENT FOR r 1 V -zl • • . . . • . • • I ................... L i r I r 1 iiriiiEi wi �■ T.G.G. TO PROVIDE BLOGKING ABOVE CEILING FOR 5GREEN WALL HEADER CEILING AS SCHEDULED WOOD SCREEN WALL W/ CONGEALED FASTENERS GONNEGTIONS. VENDOR SUPPLIED / INSTALLED GUT IN FIELD PER CEILING HEIGHT AND PLAN CONDITIONS (TYP /) WD -3 SCALE 3/4' - 1' -O' WOOD SCREEN WALL WD -3 2" THICK WOOD BASE TO BE PROVIDED BY FIXTURE CONTRACTOR, INSTALLED BY G.G. GUT IN FIELD TO FIT. (TYP.) SCALE 3/4' - 1' -O' 1 3/8 DETAIL • SCREEN WALL HEAD 14 SECTION o SCREEN WALL FEAD 13 2 1/2" A WOOD WEDGE USED TO LEVEL FLOOR AS REQUIRED 3 ' -311 T , X 21/2 :1".4. 1/2" `21/2 13/8" 1 3/8" DETAIL @ SCREEN WALL BASE 12 SECTION @ DEMISING CEILING AS SCHEDUI Er7 WD SCREEN WD -3 ANDBAG UNIT (2)A- 303 -HI-O Ow- 1 — SCALE 3/4' 1/4" DIA. THREADED ROD, TO GONNEGT TO STRUCTURE ABOVE AS REG'D BLOCKING AS REG'D CEILING AS SCHEDULED WD. SCREEN WALL W/ CONGEALED FASTENER CONNECTIONS SCALE: 1 -1/2' - 1' -0' SCALE 1 -1/2' - 1' -0' II I SCALE 3/4' - WD -3 GYP. BD. DEMISING WALL CONTINUOUS MOUNTING NALL BLOCKING 3 SIDE D. COLUMN MTD. TO WD BLOCKING AT DEMISING WALL; FURNISHED BY FIXT. CONTRACTOR WALL II 0 0 0 0 0 0 0 0 0 • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e , d 0 0 0 f /ta cs e 0 0 • 0 0 • 0 0 • 0 0 • O 0 0 0 • 0 0 • 0 0 • 0 0 0 0 • 0 0 • 0 0 • 0 0 0 0 • R • 0 0 • 0 0 • 0 0 • 4� 0 0 a 0 • 0 m 0 0, 0 0 4 0 0 A 0 0 6 0 a 0' 0 0 • 0 0 • 0 0 • 0 0 0 • 0 0 • 0 0 , 0 0 • 0 0 0 00 a R 0 CEILING AS SCHEDULED WD SCREEN WD -3 SUN UNIT A- 101 -4F5 SUN UNIT A -701 -4 "L" SHAPED SUN UNIT B A70IBL E SEC11ON 0 SCREEN WALL BASE 8 INTERIOR ELEVATION SCALE: 3' - DRYSTACK STONE ST-I FEATURE WALL O SCALE: 1/4' - 1' -O' O N 4 " r 7 zit/EMI 'i y/ iA A, 1 RI 5 5/8" • • MIN :.r. Nmia a NE 4" WD. BASE SCALE 1/4' - 1' -0' P -IS PAINTED DRYWALL P -Ic DOOR AND TRIM N - P-IC TIN UNIT AGI2E D. SCREEN WALL W/ CONGEALED FASTENER CONNECTIONS WD -3 WD. VENEER BASE WD -3 SCALE 1/4' - 1' -O' 1 P -IS -• I P- I G TED DRYWALL 4" WD. BASE P -IG 4" WD. BASE P -IS �• DRYWALL INTERIOR ELEVATION SCALE: 1/4' - 1' -0' DRYSTACK STONE SCALE 1/4' - 1' -O' • N-- N . Momm .1 = - r I I I I I I i.r.iMn • PAINTED DRYWALL FEATURE WALL (I)A303 -HI -07 OMAN'S LEATHER P--IS A305 -HI -O7 MEN'S 4" WD. BASE LEATHER INTERIOR ELEVATION 5 INTERIOR ELEVATION SCALE: 1/4' - 1' -O' 3 -1/2" INTERIOR WOOD SURROUND WD -4 PAINTED DRYWALL P -IS 6" WOOD SASE COLUMN COLUMN SCREEN WALL ELE ATION 10 SCREEN WALL ELEVATION G ELEVATION 3 ELEVATION 2 INTERIOR ELEVATION SCALE 1/4' - 1' -O' PAINTED DRYWALL A303 -4-01 A403 -2 -07 WOMAN'S FEATURE HANDBAG UNIT WD -3 WD -3 SCREENS (2)A301 --I -07 WOMAN'S WATCH UNITS P -IS PAINTED DRYWALL / SCREENS / PAINTED DRYWALL MEN'S SUN / (2)A30I -I -07 A101 -4 MEN'S WATGH UNITS A701 -4-FS A101-BR 00.1i, 1/2" THICK TEMPERED GLASS GL -I PAINTED DRYWALL P -IS 4" x 4" BRAKE METAL COLUMN W/ DOOR TRIM MT -2 PAINTED DRYWALL SUN UNIT A - IOI -4 A701 -4 A10IB (I)A305 -HI -07 OMAN'S LEATHER WD -3 SCREENS ' (2)A3030W -I -07 MEN'S LEATHER 4" MT -2 P -I . BASE SCREENS GL -I LEATHER 1/2" THICK TEMPERED GLASS CLEAR ACRYLI EDGE LIT EXIT SIGN 4 X q BRAKE METAL BEAM (2)A305 -HI -07 A502 -I WOMEN'S 4" WD. BASE P -I5 PAINTED DRYWALL PAINTED DRYWALL R • EWED FOR )D COMPLIANCE PPROVED AY - 5 2008 Ci• . Of Tukwila IL l ING DIVISI s N 3 -1/2 INTERIOR WOOD SURROUND WD -4 PAINTED DRYWALL P -IS APR 3 0 MI6 PERMIT GEM I Ire 6" WOOD BASE WD -4 7 6 4 PROJECT NO. DATE: DRAWN BY SCALE: AS NOTED FILE: 0/M1111-A3 .0 .DNS GROSS AREA SALES STOCK TOILET REVISIONS: 4/21/08 OWNER rn M momml !U J (11/1) N V 1 r- z 0 R ILL } W J Z w z A3.0 07M1111 I/25/08 LLJ 1,418 5.F. 1,221 S.F. V12 S.F. 65 S.F. 4/24/OS OWNER/LANDLORD SHEET TITLE: INTERIOR ELEVATIONS c Y 1 cr VJ W Z W U W UIJ pew CD C CO W TENANT IMPROVEMENT FOR DOOR FRAME HARDWARE REMARKS No. LOCATION WXHXT ELEV. MATERIAL FINISH MATERIAL FINISH DETAIL ENTRANCE IO' X 8 - O' a WOOD AD WOOD WD-5 H-I FURNISHED AND INSTALLED BY G.G. FIELD VERIFY HEIGHT OF DOORS WITH ACTUAL FIELD CONDITIONS SALES AREA TO STOCK ROOM DOOR 0 HOLLOW OW METAL P -IG STEEL P -IC H-2 PAINT DOOR E FRAME 0 STOCK ROOM TO TOILET ROOM 3' -0' X 7' -0" X 13/4' 0 HOLLOW METAL P-4G STEEL P—, H-5 PAINT DOORS FRAME P SCALE 114' • 1' -0' 45" CLEAR FLOOR SCALE: I/4' = I' -0" @r- i SCALE: I/4' : 1' -0" VERTICAL , 3' -0 MIN GRAB BAR tk . BY T.G.C� t.. ---A 's\ Zei al 4" MAXI, i- s IS" L 3'-6" SCALE' 1/2" • 1' -0' m -A 6F.G.I. DUPLEX 4" MAX -I N / 60" GLFAR FLOOR C30 ° CLEAR SCALE: I/4" = ACCESSIBILITY SIGN ANSI APPROVED X ES. PLASTIC NEMA RATED SELF EXTINGUISHING ADHESIVE MOUNTED b" MITE SCALE: I/4° = 1' -0" NOTE: ALL SIGNA6E SHALL CONFORM WITH ADA ACCESSIBILITY GUIDELINES, INCLUDING BUT NOT LIMITED TO PROPORTION, COLOR CONTRAST, AND RELIEF AND GRADE 2 BRAILLE REQUIREMENTS. PAPER TOWELS x N TYPICAL ADA TOLIET ROOM ELEVATIONS -1/2" -I/2" NOTE: GRAB BAR MUST NOT ROTATE IN SLEEVE SCALE: 3° - 1 FASTEN BAR TO FR. WOOD BLOCKING Y4,/(2) I -I /2" SCREWS AT ENDS AND CENTER SUPPORT TO SUPPORT 2501b5. LOAD to zt w:;v Q SATIN FINISH ALUM. GRAB BAR O in ENLARGED TOLIET ROOM PLAN SCALE: I /4" = I' -0° 5 k "° J r JAMB DETAIL SCALE: 3' N 1 -0' SCALE= 3' • 1' -0' 5 7/5m 'k 4 HEAD DETAIL 5/8' TYPE 'X' GYPSUM BOARD (TYPE 3 S /S" X 20 6A_ (U .N.0.) METAL STUDS ® 16" D.G. 2x4 FRTW BLOGKIGN ANCHOR TO TRACK 18 A. HOLLOW METAL DOOR FRAME - PROVIDE! MIN. (3) ANCHORS PER JAMES DOOR AS SCHEDULED - 5/5" TYPE 'X' 5YPSSUM E30ARD l I 1 1- 3 3 5/8" X 20 GA. NN.OJ METAL STUDS 0 I6" O.G. 2x4 FRTW BLOGKIGN ANCHOR TO TRACK 18 CAA. HOLLOW METAL DOOR FRAME DOOR AS SCHEDULED DOOR SCHEDULE HARDWARE SET #I HINGES FER DOOR LEAF 4 SEE CYLINDER DESCRIPTION HARDWARE SET #2 11/2 PR HINGES 2 3 PUSH/PULL PLATES KICK PLATE LATCH SET KICK PLATE DOOR STOP CLOSER SILENCERS SI 'NAGE I 1/2 PAIR OF BUTT HINGES LEVER HARDWARE: 2 DOOR TYPES SCALE: 3/8' • 1' -0" BUTT HINGES - STANLEY *FBS ICI (OR EQUAL) BRONZE (ANSI 613) FINISH. N.P. AT EXTERIOR DOORS. 11/4" O.G. OILED RUBBED BRONZE 45" EXTRA LEN&ETH LADDER STYLE BOCK TO BDGK PULLS BY CRC LAWRENCE OR EQUAL II" OILED RUBBED BRONZE (ANSI 613) FINISH, MOUNT I" FROM BOTTOM AND SIDES OF DOOR. TYPICAL BOTH SIDES OF EACH DOOR. DEADBOLT EXT. CYLINDER WITH CORE ON RIGHT HAND LEAF (THUMB TURN INSIDE). FLUSH BOLT TOP AND BOTTOM ON LEFT HAND LEAF. G.G. TO PROVIDE "BEST" 7 -PIN CYLINDER AND INSTALL OWNER FURNI^HE_D GORE. PROVIDE (3) FLOOR RECESSED STRIKES. LOCATE WHERE SHOWN ON PLANS. ALL PINIGI1C3 TO BE BRONZE (ANSI 613). "FULL MORTISE" HAGER 13BI165 STEEL WITH STEEL PIN ANSI A5111, NRP CORBIN RUSSWIN CL3610 SERIES "ARMSTRONG" (CLASSROOM STYLE) WITH US26D OILED RUBBED BRONZE FINISH,TRIM AZD. HAGER 1945 10 "H X 34 "W WITH US26 OILED RUBBED BRONZE FINISH. HAGER DOME STOP # 24IF CORBIN RUSSIAN DG3200 SERIES WITH REGULAR ARM MOUNTING / USP FINISH HAGER # 307D (3 PER JAMB) SUPPLIED AND INSTALLED SY G.G. "EMPLOYEES ONLY" SALES AREA SIDE OF DOOR 5' -O" A.F.F. HARDWARE SCHEDULE DOI3q)q9„ 3 -0" PAINTED HOLLOW ME=TAL 9 1- ti HARDINARI= SET #3 11/2 PR HINGES 3 2 3 4' -O" I . FIELD VERIFY HARDWARE SET #4 11/2 PR HINGES A. ALL HARDWARE LISTED SHALL BE SUPPLIED BY THE 6ENEAL CONTRACTOR UNLESS OTHERWISE NOTED. ALL SPECIFICATIONS CAN BE SUBSITUTED WITH AN APPROVED EQUAL. THE G.G. SHALL CHANGE OUT AND REPLACE ALL LOCKS ON THE PROJECT WITH HEST 1-PIN LOCKS. PASSAGE LATCH - SGHL.AGE DIGS LEVER DESIGN (SPARTA) WITH SATIN B. ALL DOORS SHOULD BE KEYED ALIKE. EACH LOCK SHALL BE KEYED TO DINNER'S SPECIFICATION. G. D. LATCH SET O RED OAK VENEER STILE AND RAIL WOOD DOORS IN/ I/4' TEMPERED GLASS INSETS HAGER BBII68 STEEL WITH STEEL, PIN ANSI A511I, NRP (FULL MORTISE) CORBIN RUSSWIN CL3621 SERIES "ARMSTRONG" (KEYED PRIVACY LOCK) WITH U52617 OILED RUBBED BRONZE FINISH, TRIM AZD (LEVER FREE AT THE INSIDE OP FITTING ROOM) DOOR STOP HALER DOME STOP # 24IF COAT HOOK BOSRICK # 8-652 HAT AND GOAT HOOK MOUNTED AT 4' -0" A.P.F. ON INSIDE SURFACE OF DOOR SILENCERS HAGER # 507D (3 PER JAMB) MOUNTING/ USP FINISH CLOSER CORBIN RUSSWIN DC32OO SERIES WITH REGULAR ARM HAGER 361165 STEEL WITH STEEL PIN ANSI A5III, NRP (FULL MORTISE) LATCH SET DET X - ECL 230, EXIT RIM DEVICE W/ALARM PANIC HARDWARE (NOTE: LOCK MUST ACCEPT "$EST" CORE WITH 7 PINS) KICKPLATES ROCKWOOD - BRUSHED STAINLESS STEEL - IO "H x 34 "1+1 WITH BEVELED EDGES - 3 SIDES. (ON BOTH SIDES OF DOOR) PEEPHOLE IVES - #U6'76 X U3260 (MOUNT 0 56" A.F.F.) SILENCERS HAGER # 30712 (3 PER JAMB) CLOSER GLOSERPL.US - *55013F (® PULL SIDE) - #US26D PRIOR TO CONSTRUCTION THE G.G. SHALL VERIFY WITH THE HARDWARE SUPPLIER THAT ALL DOOR HARDWARE MEETS STATE AND LOCAL DOPES AND ORDINANCES. G.G. SHALL NOTIFY ARCHITECT OF ANY DI BOTTOM IO" OF DOOR SHALL HAVE SMOOTH UNINTERRUPTED SURFACE FOR OPENING E 'r WHEEL CHAIR FOOTRESTS. E. 5ENB2AL CONTRACTOR SHALL INSTALL ONE LIFT OUT ACCESS PANEL DOORS) EVERY 400 5Q. FT. 24° X 24° REQUIRED TO PROVIDE ACCESS TO EQUIPMENT AND DEVICES IN CEILING AND WHERE REQUIRED BY CODE. INSTALLATION SHALL COMPLY WITH THE FOLLOWING: NON - RATED INSTALLATION - °INTEX FORMS INC." REINFORCED GYPSUM CONSTRUCTION 24' X 24' ACCESS PANEL. RATED INSTALLATION - 'KARP ASSOCIATES ", MODEL KRP 150 FR 18' X 18' HINGED METAL ACCESS DOOR WALL MOUNTED - 'KARP ASSOCIATES °, MODEL DSC -214M, 18" X IS" HINGED METAL ACCESS DOOR OR APPROPRIATE SIZE FOR APPLICATION. COORDINATE LOCATION AND INSTALLATION WITH MECHANICAL AND ELECTRICAL 'TRADES AND STOREFRONT SIGN INSTALLER. F. MAXIMUM EFFORT TO OPERATE DOOR SHALL NOT EXCEED 85 POUNDS FOR EXTERIOR DOORS AND 3 POUNDS FOR INTERIOR DOORS WITH A PULL OR PUSH (EFFORT BEING APPLIED AT RIGHT ANGELS TO HINGED DOORS AND AT THE CENTER. PLANE OF 5LIDIN6 OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATIONS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS, I4EN FIRE= DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOORWAY MAY BE INCREASED NOT TO EXCEED 14 POUNDS WITH CLOSURE. 6. INTERIOR METAL DOORS SHALL HE 20 GA. H. SMOKE SEAL IF REQUIRED FOR REAR SALES AND SERVICE DOORS SHALL BE REESE NO 5418 SMOKE SEAL GENERAL DOOR NOTES 4' -O" FIELD VERIFY i N0TE: PROVIDE (3) DUSTPROOF STRIKES - (I) FOR DOOR IN CLOSED POSITION AND (2) TO HOLD DOOR IN OPEN POSITION 11/2 PAIR OF E3UTT HINGES - EACH LEAF WD KEYED DEADBOLT OUTSIDE W/ THJMBTURN INSIDE - FOSSIL TO PROVIDE °BESr GORE - G.G. TO INSTALL II' X 40" BRONZE (ANSI 613) KICK PLATE - BOTH SIDES OF DOOR CONGEALED FLUSHBOLT ® TOP AND BOTTOM DOORS TO REMAIN IN THE OPEN POSITION DURING BUSINESS HOURS RECEIVED CITY (7F TUKWILA FEB 1 . PERMIT CENTER 1 J PROJECT NO. O1MIIII DATE: 1/25/O8 DRAWN BY LU SCALE: AS NOTED FILE: O1MI I I I - A5.0 .D1A1G GROSS AREA SALES STOCK TOILET REVISIONS: SHEET TITLE. 0y 0 6 1 O iw 0_ n3 LL w_ § u_ 1,478 S.F. 1,221 S.F. 1'42 S.F. 65 S.F. SCHEDULES A4.0 7 . .